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HomeMy WebLinkAboutDrawingsENGINEER,: MITCHELL & MORGAN., L. L. Pr 511 UNI V ERSI TY DRI VE Eff TE —20-4- COLLEGE STA TION TEX4S 77840 (979) 260-69-6-3-- Firm #F-1443 5/31/11 .*•: ..................... ......... VERONICA J.B. MORGAN ................................... 77689 SS�aNA� ENG COLLEGE STATION TEXAS MAY 2011 OWNER: aPSTONE - CS, LLC X OFFICE ARK M A,, BA MA 35223 (205) 4 V41; VIrINJITY MAP OIA - OVERALL SITE PLAN (I OF 2) OIB - OVERALL SITE PLAN (2 OF 2) 02-07 —PARTIAL SITE PLAN SHEETS (6 SHEETS) 08-17 - GRADING PLAN SHEETS (10 SHEETS) 18-26.1 -WATER LINE PLAN & PROFILE SHEETS (11 SHEETS) -27-32 - PRIVATE SANITARY SEWER PLAN SHEETS (6 SHEETS) 33-4'0 - PRIVATE STORM DRAIN PLAN &PROFILE SHEETS (8 SHEETS) 41-46 -ELECTRICAL PLAN SHEETS (6 SHEETS) 47 - PAVING DETAIL SHEET 48-54 - LANDSCAPE PLAN SHEETS (7 SHEETS) 55-56 -POND DETAIL SHEETS (2 SHEETS) 57 IRRIGATION 8c CABLE SLEEVE LAYOUT SHEET 58 MISCELLANEOUS DETAILS 59 ENTRANCE GATE AND GUARDHOUSE DETAILS 60-65 B/CS STANDARD DESIGN DETAILS (6 SHEETS) 66-71 SITE LIGHTING DETAILS (6 SHEETS) 72 LEASING TRAILER SITE PLAN htvll::vvE0 FOR Cs 0 h NC, E dUN 0 DEVB ()OMIENT s VICES —PLAT FILE -D. L REVINIt" CE RE V C 17 i � P CC' 4 '_� - -ION E N G Plannil 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 HANDICAPPED PARKING / IDENTIFICATION PAINTED ON OPAVING TO • LOT 1 (WHITE LETTERS SYMBOLS BLOCK 1i & STRIPES ON BRIGHT BLUE BACKGROUND) 2818 PLACE LP. % TWO LIVE OAK,,.••' ••••. •: • ' - -- CENTER 3445 PEACH/RE ,; �. •, 24" DIAMETER RD NE, STE U /400 x ATLANTA, `,A , ' ; F 2'-9" i ' 303;2t /, 3'-$„ • -, --' _ SIDEWALK LANDING' SIDEWALK , ---- - :•� ,.: AREA iHANDICAP SIGN -- - / ✓� J i i/ I - SEE DET.- i / HC SYMBOL DETAIL �u L� I •• ZOf�- D: / / Li A-0 / %' NTS 8MIN I I - I • ' PER PLAN 8' MIN W W'r oo f //� HC SI TRIPING DETAIL APPROX. �. NTS ' ZONED: ; • ; • FLOOD AONE AA • 0 H `.. .� Block Electrical . `i /! 1 65 ACRES Pole-TYP / . • ' ZONED. / - `; r p: PDD * x l••1, ,1u I j � ' A ' %' ', /( it `i1 'l NF`CCAPST;ON E -CS LLC h R em. 2 0.7 6' Ac re 1 i ! r' i 8900/148 t l i i I vete Pc I i Ar I i , A \ ® \ l `\ V ; Future Lot'�.1 \ 19.65CRSS ZONED, PDD NF CAPSTONE-CS,LLC FDC nn A r IScale!----- = - \ _r -t inch = 60 feet �� - ZONED A-0 WAW Mff*gLL PWI 50m SME 511 University Drive East, Suite 204 College Station, Texas 77840 4" WIDE DIAGONAL / \ STRIPING @ 24'--- O.C. (WHITE) -- HANDICAP - SYMBOL of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. / HC SYMBOL DETAIL �u L� I •• ZOf�- D: / / Li A-0 / %' NTS 8MIN I I - I • ' PER PLAN 8' MIN W W'r oo f //� HC SI TRIPING DETAIL APPROX. �. NTS ' ZONED: ; • ; • FLOOD AONE AA • 0 H `.. .� Block Electrical . `i /! 1 65 ACRES Pole-TYP / . • ' ZONED. / - `; r p: PDD * x l••1, ,1u I j � ' A ' %' ', /( it `i1 'l NF`CCAPST;ON E -CS LLC h R em. 2 0.7 6' Ac re 1 i ! r' i 8900/148 t l i i I vete Pc I i Ar I i , A \ ® \ l `\ V ; Future Lot'�.1 \ 19.65CRSS ZONED, PDD NF CAPSTONE-CS,LLC FDC nn A r IScale!----- = - \ _r -t inch = 60 feet �� - ZONED A-0 WAW Mff*gLL PWI 50m SME SITE PLAN NOTES: F- 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. i : J Capstone - CS, LLC 60' 0/ \ 431 Office Park Drive �O Birmingham, AL 35223 ins (205) 414-6416 • /11 %O 4. Engineer: Mitchell & Morgan, L.L.P. 511 University Drive East, Suite 204 College Station, Texas 77840 / \ VICINITY MAP \ NTS j (979) 260-6963 \ GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility -of the Contractor to verify the excid location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess @ 1-800-344-8377 b. Contact Kimberly Winn @ ATMOS 774-2506 fy .„, AN I - - _ - C. Contact Mike Lavender @ Suddenlink 846-2229 d. Contact Gilbert Martinez @ College Station Electrical 764-3660 e. Contact Mitchell Gas @ 779-4460 Sf. Contact Union Pacific Resources @ 778-8525 g. Contact Richard Wallace @ Verizon 821-4752 h. Contact Butch Willis @ College Station Water & Sewer 764=3660 i. Contact Showndra Green @ BTU 821-5744 2. All construction shall be in accordance with the current City of College tation (C.S.) Standard Specifications for Street \ Construction, B/CS Unified Technical Specifications, Water and Sewer and Ge erals, 2007, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. 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 f or any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the eng neer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A, Standa d 29 CFR Part 1926 Subpart P. For general requirements, see Sheet S3 for details. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall confor to the specifications set out herein. Testing shall be r , provided by a certified laboratory, at the Owner's expense, to verify these s andards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all / ' s streets, alleys and parking areas. / 6. It is the responsibility of the contractor to comply with all State and F PY deral Regulations regarding construction activities near 9 9 9 :, energized overhead power lines. Additionally, the contractor shall coordinate IJ - S i d e , r, all proposed work and procedures with the Cit of C.S. y .. Electrical Division. Street I 7.' 'All materials & labor not identified as a Separate Bid Item shall be car sidered subsidiary to the item in which it is used. All j materials ond-equipment shall be both furnished and installed unless otherwi Setback e noted. 8. The Contractor "must provide construction staking from the information provide I on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight' if properly barricaded. I I11. Adjustmentof Water Meters, V3IVes, Manholes, Irrigation Systems, and arty Futue_' Lot- ­1 other Public or Private Utility, etc. are not separate I r- ,!-' items. The Price the pay of adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. l ( � i 12. The contractor shall coordinate with Suddenlink Communications, BTU, atmos B I d� k facilities. Energy, and Verizon to adjust the location of L_ existing -- x 13. The contractor is responsible fortraffic control. This is -._not -c separate 0 5 pay item. x;12 : . AC R ES 14. Na spoil areas are available an this site. ZONE PDD .- -- 15. All roof and ground -mounted nuc lamlcol equipment shall be screened from view or isolated so as not to be visible from any I public right-of-way or residential district within 150 of the subject lot, measured from a point five feet above grade. Such 1� �J Nle screening shall be coordinated with tine building architecture, materials, colon , and scale to maintain a unified appearance or shall use evergreen landscaping to screen. `APSTONE`CS,LLC 16. Certificate of Occupancies may be requested for each building separate1ly, 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. 17. For ADA routes through complex please refer to Grading Plan. res- f'1� 18. All signage will be permitted separately. 19. All onsite signage shall utilize custom decorative sign posts as described!in 800` 148 the project specifications. 20. Exterior building & site :.ighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall shall directy 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 ine. 21. No combustible building material will be allowed on site until fire hydran Road Construction s are operable and fire department approved emergency access has , been provided. SITE PLAN NOTES: F- 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. i : J Capstone - CS, LLC 60' 0/ \ 431 Office Park Drive �O Birmingham, AL 35223 ins (205) 414-6416 • /11 %O 4. Engineer: Mitchell & Morgan, L.L.P. tI ! ' 10. Sanitary Demands: 136,050 GPD 11. Proposed Development on this site is not located within an impact fee rea. 0LL 12. All "master metered buildings/units must be plumbed in a manner to b' able to be in ' in the future. %' 13. All FDC's shall be identified with a placard placed on the building facing the parking lot tatin •� - r the Fire Marshal's direction, r 14. Number of Bedrooms = 1352 Number of units = 369 g 5 15. Garbage collection throughout the site will be accomplished by individual edoor to door Pic <up service. / i. Part of this site lies within the 100 -year floodplain boundary per FEMA's Flo d Insurance Rat Map panel JUN 0 2 ?011 1 0 H `/ / 48041 CO182 C. Effective Date: July 2, 1992 k -Electrical i P o I e -TYP I DEVE .�;��' / PLAT FILE : Future i' Lot 3 -9 82 ACRES ZONED: PDD CAPSTONE-CS,LLC -�'2� :-7-6 Acres Legend Property Boundary - - Easement Fire Lane --` FIRE LA`F - -.•-•. riRE LANE— Water Line WL - Sanitary Sewer Line ss Electrical Service-----ue--- 1 Phase Elec 3 Phase Elec - --s c -- 600-Amp Elec Contours CATV - --- ��.---- Underground Telephone uT Typical Crosswalk Location 0 T ....... ....ib ; f Setback Line ......... „...... FDC > Cleanout o MH 0 Street Light Transformers Switch Gear Fire Hydrant (g Water Meter C ESidewalk Drive/pavement Area Area NOTE: 1. ALL Radius & Dimensions Shown are Measured to F/C, Unless Otherwise Noted. j All curbs and curb ends designated as ;FIRE 511 University Drive East, Suite 204 College Station, Texas 77840 / \ ONLY t_ j (979) 260-6963 ' I 5. Zoning: PDD- Planned Development - Granted by Ordinance #3137 1' � :� �, E , ! 6. Existing Use: Undeveloped -Vacant J 1 ` Proposed Use: Multi Family , s t fi 7. Setbacks: Per City of College Station Ordinances / 8. Site Area: 54.4 acres Density =6.78 du/acre 9. Water Demands: Min.=O gpm, Avg.=94 gpm Peak=378 gpm1.1 fy .„, AN I tI ! ' 10. Sanitary Demands: 136,050 GPD 11. Proposed Development on this site is not located within an impact fee rea. 0LL 12. All "master metered buildings/units must be plumbed in a manner to b' able to be in ' in the future. %' 13. All FDC's shall be identified with a placard placed on the building facing the parking lot tatin •� - r the Fire Marshal's direction, r 14. Number of Bedrooms = 1352 Number of units = 369 g 5 15. Garbage collection throughout the site will be accomplished by individual edoor to door Pic <up service. / i. Part of this site lies within the 100 -year floodplain boundary per FEMA's Flo d Insurance Rat Map panel JUN 0 2 ?011 1 0 H `/ / 48041 CO182 C. Effective Date: July 2, 1992 k -Electrical i P o I e -TYP I DEVE .�;��' / PLAT FILE : Future i' Lot 3 -9 82 ACRES ZONED: PDD CAPSTONE-CS,LLC -�'2� :-7-6 Acres Legend Property Boundary - - Easement Fire Lane --` FIRE LA`F - -.•-•. riRE LANE— Water Line WL - Sanitary Sewer Line ss Electrical Service-----ue--- 1 Phase Elec 3 Phase Elec - --s c -- 600-Amp Elec Contours CATV - --- ��.---- Underground Telephone uT Typical Crosswalk Location 0 T ....... ....ib ; f Setback Line ......... „...... FDC > Cleanout o MH 0 Street Light Transformers Switch Gear Fire Hydrant (g Water Meter C ESidewalk Drive/pavement Area Area NOTE: 1. ALL Radius & Dimensions Shown are Measured to F/C, Unless Otherwise Noted. j All curbs and curb ends designated as ;FIRE NE ONLY t_ firelones on plans shall be painted 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 painted on surface of pavement. c;a BSS FIRE LA -N', ff-cJ E2_3 ?..3 FIRE LANE "M 0 O FIRE LANE STRIPING 18" x 12" See Ordinance for additional Information FIRE LAS N fN,, ~ni�,Ili' TX Firm # F- T 443 T.979.260.6 j63 F.979.260.3 164 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 17784C PLAN & DESIGN SPEC STS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorqc n.com Firm #F 1443 0 /31/1' .:q2' ...................... .. VERONICA J.8. MORG N ...................................... 77689 ONAL Lu :2i m m N D M alma) a) 3� 0 ov 0 U) O O 01 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= 322.3 Ill ;II , l N—N1\ v \ \ i \~ �\N Hike & Bike Trail X \ OO O�^ `- OUTSIDE CITY 9, 000��' O� �4O I -IM ITS X Lot 3 PARKING LEGEND Parking Spaces Provided Blo c -k �" ��� ` Handicapped Parking Spaces Provi, :- Parkgng Spaces Required 9 : 8 2 ACRES ZONED: PDD '-�1F CAPSTONE—CS,LLC R'e .., -1'20:76 Acres 8900/148--, 7.5' Side Setback - Future Lot 3 9 82----ACRE_S__ ZONED: PDD NF CAPSTONE—.CS,LLC Rem. 120.76 Acres _.-- 8900/ 148 0H Electrical Pole—TYP _ I Sle: � I inch =co60 feet 4 "Q`�-` � s N r 1 In a Y r /A O� 1 rFcv nen fit' 12 1394 UNIT NAME Lod e 1 Bed opt BUILDIN 6 1 # OF S # OF UNITS BEDROOMS PER UNIT 3 1 Is # OF PARKING TOTAL PARKING SPACES REWD 1,1.25,1.5 SPACES REQ'D 1.5 27 Lodge 2 Bed 5 OUTSIDE C ITY 2 a 1.5 45 Lod e 3 Bed W �4� 3 1 K MTS -� 153 Lodge 4 Bed 12 1394 UNIT NAME Lod e 1 Bed opt BUILDIN 6 1 # OF S # OF UNITS BEDROOMS PER UNIT 3 1 Is # OF PARKING TOTAL PARKING SPACES REWD 1,1.25,1.5 SPACES REQ'D 1.5 27 Lodge 2 Bed 5 3 2 a 1.5 45 Lod e 3 Bed 17 3 1 3 1 153 Lodge 4 Bed 10 3 1 l7 4 I1,20 1 120 Manor 5-5 Duplex 8 42 4 2 5 in 0 5 1 1 160 420 4-4 Duplex 7 2 14 4 1 56 3-3 Duplex 13 2 2G 2 3 1 78 5 Bed Cotta a 4 Bed Cottage 18 18 71 1 1 5 0 4 12 1 1 90 72 3 Bed Cottage 40 1 1 3 120 1 120 2 Bed Cottage 1 Bed Cottage 12 1 11 1 1 2 7A 1 1.5 1.5 36 16.5 TOTAL 207 A ! ' /I �� _ 1393.5 Lot TVpe Interior Sq. Feet #Stories Overall Ht. FlreFlow #Hydrants Red Re d 1 5 Bed Manor Unit 7218 2 30'-8" 2250 2 2 5Bed Manor Unit 7156 2 30'-8" 2250 2 3 5 Bed Manor Unit 7156 2 30'-8" 2250 2 4 5 Bed Cottage 1789 2 30'-6" 1500 1 5 15Bed Manor Unit 7218 1 2 30'9' 1 2250 2 6 5 Bed Manor Unit 7218 2 30'-S" 2250 2 7 5 Bed Manor Unit 7156 2 30'-S" 2250 2 8 5 Bed Manor Unit 7156 2 30'-8" 2250 2 9 5 Bed Cottage 1789 2 30'4" 15011 1 10 5Bed Manor Unit 7218 2 30'-8" 2250 2 11 5 Bed Cottage 1789 2 30-6" 1500 1 12 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 13 Is Bed Duplex Unit 3668 2 30'-10" 1750 1 1 14 5 Bed Duplex Unit 3668 2 30'40" 1750 1 15 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 16 5 Bed Cottage 1789 2 30'-6" 1500 1 17 5 Bed Cottage 1789 2 30'-6" 1500 1 IS 3 Bed 2 Story Cottage 1280 2 25'-5" 1500 1 19 5 Bed Cottage 1789 2 30'4" 1500 1 20 3 Bed 2 Story Cottage 1280 2 25'-5" 1500 1 21 3 Bed 2 Story Cottage 1280 2 25'-5" 1500 1 22 5 Bed Cottage 1789 2 30'-6" 1500 1 23 5 Bed Cottage 1789 2 30'-6" 1500 1 24 3 Bed 2 Story Cottage 1280 2 25'-5"1500 1 1 25 3 Bed 2 StoryCottage 1280 2 25'-5" 1500 1 26 3 Bed 2 StoryCottage 1280 2 25'-5" 1500 1 27 5 Bed Cottage 1789 2 30'-6" 1500 1 28 5 Bed Cottage 1789 2 30'-6" 15W 100 29 1 Bed Cottage 512 1 13'-8" 15 1 30 1 Bed Cottage 512 1 8 13'-" 00 15 1 31 4 Bed Cottage 1451 2 22 '-9" 00 15 1 32 4 Bed Cottage 1451 2 22'4- 1500 1 33 5 Bed Cottage 1789 2 30'-6" ISM 1 34 3 Bed 2 StoryCottage 1280 2 25'-5" 1500 1 35 3 Bed 2 Story Cottage 1280 2 25'-5" 1500 1 36 3 Bed 2 Story Cottage 1280 2 25'-5" 1500 1 37 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 38 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 39 5 Bed Du lex Unit 3668 2 30'-10" 1750 1 40 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 41 5 Bed Du lex Unit 3668 2 30'-10" 1750 1 42 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 43 3 Bed 2 Story Cottage 1280 2 25'-5" 3500 1 44 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 45 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 46 5 Bed Duplex Unit 3668 2 30'-30" 1750 1 47 5 Bed Du IEx Unit 3668 2 30'-10" 1750 1 48 4 Bed Cottage 1451 2 22'-9" 1500 1 49 3 Bed 2 Story Cottage 1280 2 25'-5" 1500 1 50 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 51 3 Bed Duplex Unit 25W 2 25'-5" 1500 1 52 4Bed Duplex Unit 2950 2 22'4" - 1500 1 53 3 Bed Duplex Unit 2560 2 2515" 1500 1 54 3 Bed Duplex Unit 2560 2 25'5" 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 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 58 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 59 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 60 3 Bed Duplex Unit 25W 2 25'-5" 1500 1 61 4 Bed .Cottage 1451 2 22'-9" 1500 1 62 3 Bed 2 Story Cottage 1280 2 25'-5" 1500 1 63 3Bed 2 Story Cotta -`e -. 1280 2 25'-5" 1500 1 64 3 Bed 2 Story Cottage 1280-. 2 25'-5" 1500 1 65 1 Bed Cottage 512 - 1. - 2V-2" 3500 1 66 5Bed Du lex Unit 3668 2 s0-10" 1750 1 67 .1 ad Du lex Unit 3668 2 30-10" 1750 1 68 5Bed Cottage 1789 2 30-6" 1500 1 69 ISBedDuplexUnIt 3668 2 30-10" 1750 1 Lot Interior - ` .Feet #Stoles Overeu Ht.. Fire Flow #Hydrants ;:Re d:: Re d 139 4Bed Cottage 1451 2 22-9 35D0 1 140 5 Bed Cottage 1789 2 _ 3"Y-6" ' 1500 1 141 2 Bed Cottage 832 1 16'-2" 1500 1 142 1 Bed Cottage 512 1 13'-8" 1500 1 143 4 Bed Cottage 1451 2 22'-9" 1500 1 144 2 Bed Cottage 832 1 I6'-2' 1500 1 145 3 Bed 2 Story Cottage 1280 2 25'-5" 1500 1 146 2 Bed Cottage 832 1 16'-2" 1500 1 147 2 Bed Cottage 832 1 16'-2° 15W 1 148 5Bed Duplex Unit 3668 2 - 30=10" 1750 1 149 5Bed Duplex Unit 3668 2 3014':1:" 1750 1 150 5 Bed Duplex Unit 3668 _- 2 30'-10"- `1700 1 151 5Bed Duplex Unit .3668 2 ?0'-10" 1750 1 152 5Bed Duplex Unit 3668 2 30'-10" 1750 -.. 1 153 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 154 5 Bed Duplex Unit 3668 2 30'-10" 1750 1 .155 5Bed Duplex Unit 3668 2 30'-10° 1750 1 156 5Bed Duplex Unit 3668 2 30'-10" 1750 1 157 SBed Duplex Unit 3668 2 30'-10" 1750 1 158 3 Bed I Story Cottage 1141 1 15-2" 1500 1 159 3 edIStoryCottage 1141 1 15'-2" 1500 1 100 4 Bed Cottage 1451 2 22'-9" 1500 1 161 3Bed 2 Story Cottage 1280 2 75'-5" 1500 1 162 3Bed 1 Story Cottage 1141 1 15'-2" 1500 1 163 2 Bed Cottage 832 1 16'-2" 1500 1 164 4 Bed Cottage 1451 2 22'-9" 1500 1 165 2Bed Cottage 832 1 10-2" 1500 1 166 4Bed Cottage 1451 - 2: - 22'-9" 1500 1 1672Bed Cottage 832 1 -2 16'" 1500 1 168 2Bed Cottage 832 1 16'-2" 1500 1 169 5Bed Cottage 1789 2 30'-6° 1500 1 170 3 Bed Lodge Unit 3240 3 42'-4'° - 1500 1 171 3 Bed Lodge Unit 3240 3 42'-4" L500 1 172 1 Bed Lodge Unit 1782 3 42'-4" LS00 1 173 1 Bed Lodge Unit 1782 3 42'4" 1500 1 174 3 Bed Lodge Unit 3240 3 42'-4" 1500 1 175 3Bed Lodge Unit 3240 3 42'-4" 15W 1 176 3 Bed Lodge Unit 3240 3 42'-4" 1500 1 177 3 Bed Lodge Unit 3240 3 4Z-4" 1500 1 178 3 Bed Lodge Unit 3240 3 42'4" 1500 1 179 3 Bed Lodge Unit 3240 3 4Z-4" 1500 1 180 2Bed Lodge Unit 2592 3 42'-4" 1500 1 181 2 Bed Lodge Unit 2592 3 42'-4" 1500 1 182 4 Bed Lodge Unit 4212 3 42'-4" 15W 1 183 4 Bed Lod a Unit 42]2 3 42'-4" 1500 1 184 4 Bed Lod a Unit 4212 3 42'-4" 1500 1 185 4 Bed Lode Unit 4212 3 42'-4" 1500 1 186 4 Bed Lodge Unit 4212 3 42'-4" 1500 1 197 4Bed Lode Unit 4212 3 42'-4" 1500 1 188 3 Bed Lodge Unit 3240 3 42'-4" 1500 1— M 3 Bed Lodge Unit 3240 3 4Z-4" 1500 1 190 2 e Lode Unit 2592 3 42'-4" 1500 1 191 3 Bed Lodge Unit 3240 3 42'-4" 1500 1 192 4Bed Lodge Unit 4212 3 42'4" 1500 1 193 4Bed Lodge Unit 4212 3 42'-4" 1500 1 194 3Bed Lodge Unit 3240 3 42'-4" 1500 1 195 2Bed Lodge Unit 2592 3 42'-4" 1500 1 196 2 Bed Lodge Unit 2592 3 42'-4" 1500 1 197 3Bed Lod a Unit 3240 3 42'4" 1500 1 198 4Bed Lodge Unit 4212 3 04" 1500 1 199 3 Bed Lode Unit 3240 3 42'4" 1500 1 200 SBed Lod a Unit 1782 3 42'-4" ISM 1 201 1Bed Lodge Urit 1782 3 42'-4" 1500 1 202 3 Bed Lodge Unit 3240 3 42'-4" 1500 1 203 4Bed Lodge Unit 4212 3 42'-4" 1500 1 204 3 Bed Lodge Unit 3240 3 42'1" 1500 1 205 3Bed Lod a Unit 3240 3 42'-4° 1500 1 206 S Bed Lod a Unit 1782 3 42 4 3500 1 207 1 Bed Lodge Unit 1 1782 3 42-N' SSW 1 Total lnteio,Sq.Feet 510775 ` r Le end Property Boundary — — Ec&ement Fire Lane "- FIRE LAME " •. •• FIRE LANE Water One WL Sanitary Sewer Line ss Electrical Service -----uE----- 1 Phase Elec 3 Phase Elec 600 -Amp Elec,� o M Contours --J.1- - CATV -- Underground Telephone - -uT ---- - Typical Crosswalk Location F7/;�r-jfj Setback Line ` . .... . ....................... FDC > Cleanout O MH °0 Street Light Transformers tl Switch Gear Fire Hydrant Q Water Meter �. y�N Sidewalk Drive/pavement r r.«. '� Area Area NOTE: 1. ALL Radius & Dimensions Shown are Measured to F/C, Unless Otherwise Noted. Let Int dor Sq. eet #Stoles Overall HLI FireFlow #Hydrants Red Re d 70 5 Bed Du lax Unit (3668 2 30'-ICr 1750 1 71 FS Bed Du lax Unit lil 8 2 30'-10" 1750 1 72 5 Bed Du lax Unit 11668 2 WAD" 1750 1 73 52ed Du lax Unit 3668 2 30-10" 1750 1 74 5 Bed Du lax Unit 3668 2 30'-10" 1750 1 75 5 Bed Du lax Unit 3668 2 30'-10" 1750 1 76 5 Bed Duplex Unit 13668 2 30'-10" 1750 1 77 5 Bed Duplex Unit - 13668 2 30'-10" 1750 1 4Bed Du lax Unit 12950 2 2Z-9" 1500 1 _M 79 3 Bed Duplex Unit 125W 2 25'-5" 1500 1 80 3Bed Du lexUnit 12560 2 25'-5" 1500 1 81 3Bed Du lax Unit 12560 2 25'-5" 1500 1 82 5 Bed Du lax Unit 13668 2 30'-10" 1750 1 83 3Bed 2Story Cottage 11280 2 25'-5" 1500 1 84 2 Bed Cottage 1832 1 16'-2" 1500 1 85 3 Bed 2 Stary Cottage 1280 1 2 25'-5" 1500 1 86 13 Bed 2Story Cottage 11280 2 25'-5" 1500 1 87 12 Bed Cottage 1832 1 16'-2" 1500 1 88 13 Bed Duplex Unit 12560 2 25'-5" 1500 1 89 5 Bed Cottage 11789 2 1 30'-6" 1500 1 90 38ed2Sto Cottage 11280 2 1 25'-5" 1500 1 91 1 Bed Cottage 1..512 1 13'-8" 1500 1 92 1 Bed Cott - e 1'..512 ' 1 13'-8" 1500 _ 1 93 3Bed25t Cottage 11280 1 2 25'-5" 1500 1 94 3Bed 2SIM Cottage 11280 2 25'-5" 1500 1 95 2 Bed Cott aa_ 1'..832 1 16'-2" ism 1 96 5 Bed Cott a 11789 2 30'-6" 1500 1 97 5 Bed Cotta a 11789 2 30'-6" 1500 1 !F Led2StdrtCattage 11280 2 1 25-5" 1500 1 1 99 38ed25td Cotta a 11280 2 25'-5" 1500 1 100 3Bed2Sto Cotta a 1280 2 25'-5" 1500 1 101 3 Red Duplex Unit 2560 2 25'-5" 1500 1 1D2 40edCotta a 1451 2 22'-9" 1500 1 103 3Bed 2SIO Cottage (1280 2 25'-5" 1500 1 104 5Bed Cotta a 11789 2 30'-6" 1500 1 105 4Bed Cott@ a 14S1 2 22'-9" 1500 1 106 1 Bed Cotta 1512_ 1 13'-8" 1500 1 107 1 Bed Cott - e 1512 1 13'-8" 1500 1 log 18ed Cotta a 1512 1 13'-8" 1500 1 109 3 Bed Du lax Unit 2 25'-5" 1500 1 110 14Bed Du lax Unit 2950 2 22'-9"1500 1 111 3Bed Duplex Unit 2560 2 75'-5" 1 1500 1 112 48ed Du lex Unit 12950 2 22'-9" 1500 1 113 3 Bed Duplex Unit 12560 2 25'-5" 15W 1 114 4 Bed Cottage 11451 2 22'-9" 1500 1 115 4Bed Cotta a 11451 2 22-9 ]500 1 116 3 Bed Du lax Unit 2560 2 25'-5" 1500 1 117 3Bed 2Sttl Cotta e 2 25'-5" 1500 1 118 4BedCotta a 11451 2 22'-9" 1500 1 119 38ed25td Cotta a (1280 2 25'-5" 1500 1 120 3Bed 25td Cotta a 1280 2 25'-5" 1500 1 121 38ed2Std Cotta a 080 2 25'-5" _ 1500 _ _ 1 122 3 Bed i5teES2tta a 4141 _ 1 IS' -2" 150D _-, 1 173 3 Bed 25td Cotta a 11280 2 25'-5" 1500 1 124 4 Bed Cottage 11451 2 1 22'-9" 1500 1 175 3 Bed 1 Sto Cotta a 11141 1 1 I9-2" 1500 1 126 1 Bed Cottage 1512 1 13'-8" 1500 1 127 11 Bed Cottage 1512 1 13'-8" 1500 1 128 4Bed Cottage 4451 2 22'-9" 1500 1 129 2Bed Cottage 1932 1 16'-2" 1500 1 130 4Bed Cottage 11451 2 2Z-9" 1500 1 131 3Bed25to Cotta a (1280 2 25'-5" 1500 1 132 48ed Cotta a 11451 1 2 22'-9" 1500 1 133 3Red225Cotta a 11280 1 2 25-5" 1500 1 134 3 Bed 2 St6 Cotta a 11280 2 254" 1500 1 135 4Bed Du lex Unit 1 2950 2 22'-9" 1500 1 136 4Bed Du lex Unit 2950 2 22'-9" 15W 1 137 4 Bed Du Iex Unit 2950 2 22LY' 1 1500 1 138 3Bed25to Cotta a 7280 2 25l-5" 1500 1 uildings are lype V R Constntctlon _ xigesareSpinklere Un(ts d tg,0 IPI'� `�� A� g3 gg pJUN 02 Zoll REVIEWED OR C011LAWL MICE JUN �_ i i t 'LL 1 ENGINEERING ifl MET H/C PKG. SIGN -WHITE LETTERS, SYMBOLS & STRIPES ON BRIGHT BLUE BACKGROUND 1 2" VAN (TYP) PARKING ADD'L SIGN @ VAN SPACE ONLY ONLY R 1-1/2" -TYP. 1211 EFER TO SPECS FOR CUSTOM SIGN POSTS -3" POST 00 6"- GV STD ST PIPE -FILL W/ CONC. to I 1/2" EXP. JOINT N 1 " SLOPE CONC =WALK Tull ilk I — LJ �>I c f—• I I I, — d CONCRETE FOOTING 5/8"x 8" STEEL BAR THRU POST " INSTALL ONE SIGN PER LOCAL ORDINANCE ° "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT -)DISPLAYING DISTINGUISHING PLACARDS 1 '1 LICENCE DISABILITIES WILL BYFINED. EISSUED PERSONS (D�) WITH lNS LATIN IL k1 + : OV lanninm, 1i f: a � , :i 1 � PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEWAN DRIVE AppROX 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553401.31, Y= 10190935.10. Bev= 322,/9-3, -- | Lot 1 Ld co Block 3 Q) 0.88 ACRES 5' PAE ZONED: PDD VARIABLE WIDTH,,-0`.U.E. 0000 Exist 8' SideNalk 6, BUS SHELTER Prop. 18" HD.PE TO BE DEFINLU R25 5' ADDENDUM BY FUTU 5. us star) IR 11 Is TE Prop.. 18 HDPE R1-1(2*x2 Prop C.O. (ryP) _ WN I � � | 1.3 ss 1 Future Lot Block 5 12.05 ACRES ZONED: PDD NF CAP3STONE—CS,LLC 8900\X 148 F,\ ° VIEW A. q 10 711 Ne Z 5F VICINITY I MAPNTS nstoneSidewalkEAS MENT BYSE ARATE MI -0-1 Exist. Pavem nt Wall �11�-__ 5NR RESIDENT GATES 10 k Stcl 4 Pi P r,4 e R2O' 1 O^ Stop Legend MITCHELL EN& ME IVIORGA�d Property Boundary Easement 511 UNIVERSITY DKIVt tAW Fire Lane --- FIRE LANE -- FRE LANE PLAN & DESIGN SPEC STS IN CIVIL ENGINEERING * HYDRAULICS Sanitary Sewer Line — - —ss Electrical Service -UE Firm # 00 1 Phase Elec —i VERONICA J.13. 1101— 1 14 iStteet Light Prop C.O. (ryP) _ WN I � � | 1.3 ss Future Lot Block 5 12.05 ACRES ZONED: PDD NF CAP3STONE—CS,LLC 8900\X 148 F,\ ° VIEW A. q 10 711 Ne Z 5F VICINITY I MAPNTS nstoneSidewalkEAS MENT BYSE ARATE MI -0-1 Exist. Pavem nt Wall �11�-__ 5NR RESIDENT GATES 10 k Stcl 4 Pi P r,4 e R2O' 1 O^ Stop Legend MITCHELL EN& ME IVIORGA�d Property Boundary Easement 511 UNIVERSITY DKIVt tAW Fire Lane --- FIRE LANE -- FRE LANE PLAN & DESIGN SPEC STS IN CIVIL ENGINEERING * HYDRAULICS Sanitary Sewer Line — - —ss Electrical Service -UE Firm # 00 1 Phase Elec —i VERONICA J.13. 1101— 1 14 CATV Underground Telephone Typical Crosswalk Location =M/ �22 MH 0 Street Light Tr nsformers Switch Gear Fire Hydrant Water Meter Sidewalk Drive/pavement 11,10 Area Area 1. ALL Radius & Dimensions Shown are Measured to F/C, Unless Otherwise Noted. VICINITY I MAPNTS nstoneSidewalkEAS MENT BYSE ARATE MI -0-1 Exist. Pavem nt Wall �11�-__ 5NR RESIDENT GATES 10 k Stcl 4 Pi P r,4 e R2O' O^ Stop Legend MITCHELL EN& ME IVIORGA�d Property Boundary Easement 511 UNIVERSITY DKIVt tAW Fire Lane --- FIRE LANE -- FRE LANE PLAN & DESIGN SPEC STS IN CIVIL ENGINEERING * HYDRAULICS Sanitary Sewer Line — - —ss Electrical Service -UE Firm # 00 1 Phase Elec —i VERONICA J.13. 1101— 1 14 CATV Underground Telephone Typical Crosswalk Location =M/ �22 MH 0 Street Light Tr nsformers Switch Gear Fire Hydrant Water Meter Sidewalk Drive/pavement 11,10 Area Area 1. ALL Radius & Dimensions Shown are Measured to F/C, Unless Otherwise Noted. MITCHELL EN& ME IVIORGA�d TX Firm # F 443 511 UNIVERSITY DKIVt tAW SUITE 204 COLLEGE STATION, TX 177840 PLAN & DESIGN SPEC STS IN CIVIL ENGINEERING * HYDRAULICS SITE PLANS * SUBDIVIS !ONS Firm # 00 1443 31/11 VERONICA J.13. 1101— 1 14 In PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEWAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH RW 2818. X= 3553451.31. Y= 10199936.19. E|ev= 322.2.3 { � Det �J C �—� Prop. 4'x4' RCB/ ` ' tt'"=zse.0 U.U. TYPE J- CURB FOR USE YNTM CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS FILENAME: type2—curb.dwg PLOTTED: 08Oct n04-amprn DRILL & EPDXY #J BARS x 8^ @ . 6" CONCRETE STAB ON CURB ON EXISUNG FILENAME: STAB curb on e. pun7Eo m Feb 2005 - `�xm on, n/a ` ' 1: MITCHELL MORGAN TX Firm # F-11 443 F.979.260, �564 511 UNIVERSITY DRIIE EAST yj SUITE 204 1 COLLEGE STATION, i PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HY)RAUUCS HYDROLOGY * UTILITIES * STREETS 5/31/11 -RONICA J. o Co VIEW ffg Al Unt 43 41 1: MITCHELL MORGAN TX Firm # F-11 443 F.979.260, �564 511 UNIVERSITY DRIIE EAST yj SUITE 204 1 COLLEGE STATION, i PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HY)RAUUCS HYDROLOGY * UTILITIES * STREETS 5/31/11 -RONICA J. o Co 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 E s�aie: �� 1 inch 30 feet i SIDEWALK HANDICAPPED PARKING IDENTIFICATION LOGO TO BE PAINTED ON PAVING (WHITE LETTERS SYMBOLS & STRIPES ON BRIGHT BLUE BACKGROUND) o_ o I � __ i 24" DIAMETER L/C SYMBOL DETAIL NTS ITY MAP NTSI SIDEWALK 111,1, 0%0 ;, ry i -.' r__..._.,.,r,�,..,, ,-� .�?.. ..- .. 1 KLA �.. ". 1'i �i 1 • . ... _ . i,, Yl ji 1 i� i 1 w a i. j ... 3.1 xf7.4„ } .r4!. �...! F.� f(fY'4y� �'r4 �`i �' .._ �;•.. i '•frJ, 'j Ov �V f J 0. "0"/ 0 IT '' 1 E ga m ,_ ,f �.� i i L / �1�-. .;�\�' .•t _ f` hci`3�,`'}'p �£3i�� Vt`"TTm,7`mv f l' V'? w .!: I i E s�aie: �� 1 inch 30 feet i SIDEWALK HANDICAPPED PARKING IDENTIFICATION LOGO TO BE PAINTED ON PAVING (WHITE LETTERS SYMBOLS & STRIPES ON BRIGHT BLUE BACKGROUND) o_ o I � __ i 24" DIAMETER L/C SYMBOL DETAIL NTS ITY MAP NTSI SIDEWALK 111,1, 0%0 ;, ry 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= 325,23 I I } � . f i ' ♦l t _. Future Lot 3 Block -1- 9.82 ACRES ZONED: PDD CAPSTONE-CS,LLC em. 120.76 Acres 8900/148 6F6PS2!!!!n t_ *1 inchSc= ale: 30 feet `e' '•..... rte; ,m...? i, Eti. `\ f'...1 ��._,sV,t ._f7 Legend Property Boundary - - Easement - - Fire Lane ; PE . �E : _ .. FIRE LANE .. r., Water Line WL Sanitary SewerLine ss Electrical Service u`-- - 1 Phase Elec - -----_�_-- 3 Phase Elec -- 3 -- 600 -Amp Elec Ex.Contours CATV ---- Underground Telephone UTI Typical Crosswalk Location r; Setback Line . ......................... FDC > Cleanout Q MH Q Street Light Transformers Switch Gear Fire Hydrant C1 Water Meter Y Y Sidewalka Drive/pavement Area Area NOTE: 1. ALL Radius & Dimensions Shown are P,tjoPlanni Buildin # Type I, Pk Demand Total by FU -3- Meter Size 139 -y 19.2 36.7 139 1" 140 5 Bed Cottage 21.5 r �tP t \ 1 t i.. VERONICA J.8. .............................. MORGAN 141 2Bed Cottage 16 37.5 141 1" 142 1 Bed Cottage 12.8 143 143 4 Bed Cottage 19.2 32 143 1" 144 2 Bed Cottage 16 L 1 :.i -`. W C: 145 3 Bed 2 Story Cottage 17.5 33.5 145 -•`=?: , \. a . f dna• `" �� 1 '"" Vr. 2 Bed Cottage 16 147 147 r8 W> }CflLi r( ' 32 147 F 148 5 Bed Duplex Unit 43 : . -• tZ 149 sty ,,J > 4`� .,wE�£. "j u 4 �j~i' t . * 3 r { ��4 ` 4 86 149 1 11/2" i r 5 Bed Duplex Unit 43 A✓v 151 151 5 Bed Duplex Unit C f 86 151 ` r ; ��__. r*+- � yal �y„C 'iia iy, •" x • � r ��- ��'�-'�u't %�� �r: �%� �`�- r �'� r� ', ji• �� \ _ At�'w`c� •:,� CURREN7`',.t F ' �'� �'• r` ;. 5 Bed Duplex Unit 43 > oa Fl � t�/EW '' ,•( 153 fir aj a F 86 153 i1 < [„ri.L•ytb f.�} �" � �� �i �; Ey ; lr. ,V3i ..3 mac. 1 5 Bed Duplex Unit 43 u 4�Lt_�_.• `�'`3{'.nyn .o 1 b �� 'r ,� ...• t it j' } f �+ZI 155 p I N, 43 86 155 �i `l�t�- �'rl�'t� r - y� � F , �(.�y •.. t/f. `-. 1111 :. ] 5� r"`t�,•%'f, y llf�tVi1r"uSj Ay'�=� S 1 t Y 5 Bed Duplex Unit 43 rT`�� A@rr•,� \ g,: �A,. rats t:.ls+3r. f +! * ''-.<\ .• E h`y� ,26 Eq O 157 5 Bed Duplex Unit 43 86 157 11/2" 158 3 Bed 1 Story Cottage 17.5 159 159 3 Bed 1 Story Cottage 17.5 35 159 1" 160 4 Bed Cottage 19.2 161 161 3 Bed 2 Story Cottage 17.5 36.7 161 1" t 3 Bed 1 Story Cottage 17.5 �^ r �� .•` `tyro-'' 163 2 Bed Cotta a Legend Property Boundary - - Easement - - Fire Lane ; PE . �E : _ .. FIRE LANE .. r., Water Line WL Sanitary SewerLine ss Electrical Service u`-- - 1 Phase Elec - -----_�_-- 3 Phase Elec -- 3 -- 600 -Amp Elec Ex.Contours CATV ---- Underground Telephone UTI Typical Crosswalk Location r; Setback Line . ......................... FDC > Cleanout Q MH Q Street Light Transformers Switch Gear Fire Hydrant C1 Water Meter Y Y Sidewalka Drive/pavement Area Area NOTE: 1. ALL Radius & Dimensions Shown are P,tjoPlanni Buildin # Type Pk Demand by FU m Pk Demand Total by FU Meter Number Meter Size 139 4 Bed Cottage 19.2 36.7 139 1" 140 5 Bed Cottage 21.5 r �tP 141 i.. VERONICA J.8. .............................. MORGAN 141 2Bed Cottage 16 37.5 141 1" 142 1 Bed Cottage 12.8 143 143 4 Bed Cottage 19.2 32 143 1" 144 2 Bed Cottage 16 145 W C: 145 3 Bed 2 Story Cottage 17.5 33.5 145 1" 146 2 Bed Cottage 16 147 147 2 Bed Cottage 16 32 147 1" 148 5 Bed Duplex Unit 43 149 tZ 149 5 Bed Duplex Unit 43 86 149 1 11/2" 150 5 Bed Duplex Unit 43 151 151 5 Bed Duplex Unit 43 86 151 11/2" 152 5 Bed Duplex Unit 43 153 153 5 Bed Duplex Unit 43 86 153 11/2" 154 5 Bed Duplex Unit 43 155 155 5 Bed Duplex Unit 43 86 155 11/2" 156 5 Bed Duplex Unit 43 157 Eq O 157 5 Bed Duplex Unit 43 86 157 11/2" 158 3 Bed 1 Story Cottage 17.5 159 159 3 Bed 1 Story Cottage 17.5 35 159 1" 160 4 Bed Cottage 19.2 161 161 3 Bed 2 Story Cottage 17.5 36.7 161 1" 162 3 Bed 1 Story Cottage 17.5 163 163 2 Bed Cotta a 16 33.5 163 1" 164 4 Bed Cottage 19.2 165 165 2 Bed Cottage 16 35.2 165 V.- 166 4 Bed Cottage 19.2 19.2 166 3/4" 167 2 Bed Cottage 16 168 168 2 Bed Cottage 16 32 168 1" 169 5 Bed Cottage 21.5 29.5 169 1" 170 3 Bed Lode Unit 52.5 52.5 170 11/2" 171 3 Bed Lod a Unit 52.5 172 172 1 Bed Lod a Unit 38.4 90.9 172 11/2" 173 1 Bed Lod a Unit 38.4 174 174 3 Bed Lodge Unit 52.5 90.9 174 11/2" 175 3 Bed Lode Unit 52.5 52.5 175 11/2" 176 3 Bed Lode Unit 52.5 177 177 3 Bed Lodge Unit 52.5 105 177 2" 178 3 Bed Lodge Unit 52.5 52.5 178 11/2" 179 3 Bed Lodge Unit 52.5 180 180 2 Bed Lodge Unit 48 100.5 180 11/2" 181 2 Bed Lode Unit 48 48 181 1" 182 4 Bed Lode Unit 57.6 183 183 4 Bed Lode Unit 57.6 115.2 183 1 2" 184 4 Bed Lode Unit 57.6 185 185 4 Bed Lode Unit 57.6 115.2 185 Y' 186 4 Bed Lodge Unit 57.6 187 187 4Bed Lode Unit 57.6 115.2 187 T. 188 3 Bed Lodge Unit 52.5 189 189 3 Bed Lodge Unit 52.5 105 189 2" 190 2 Bed Lodge Unit 48 191 191 3 Bed Lodge Unit 52.5 100.5 191 11/X' 192 4 Bed Lode Unit 57.6 193 193 4 Bed Lode Unit 57.6 115.2 193 2" 194 3 Bed Lode Unit 52.5 195 195 2 Bed Lode Unit 48 100.5 195 11/2" 196 2 Bed Lode Unit 48 197 197 3 Bed Lode Unit 52.5 100.5 197 11/2" 198 4 Bed Lode Unit 57.6 199 199 3 Bed Lode Unit 52.5 110.1 199 2" 200 1 Bed Lode Unit 38.4 201 201 1 Bed Lode Unit 38.4 76.8 201 11/2" 202 3 Bed Lode Unit 52.5 203 203 4 Bed Lodge Unit 57.6 110.1 203 2" 204 3 Bed Lode Unit 52.5 205 205 3 Bed Lodge Unit 52.5 105 205 2" 206 1 Bed Lode Unit 38.4 207 207 1 Bed Lodge Unit 38.4 76.8 207 11/2" M Maintenance Bulldin 5 169 Dl Dum ster#1 3 169 D Dum ster#2 3 3 11 lCleholme C 1" ffi b n1Mt1;lr'LPoo1 P 1" 11 IliTigatibn 1 2" w�ou ITCEtL • TX Fi rm # F 1443 T.979.260. 963 F.979.260. 564 511 UNIVERSITY DIVE EAST SUITE 20, COLLEGE STATION, X 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYD ILICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDSIONS www.mitchellondmo ; an.com Firm WF -1443 105/31/11 O F TF r �tP i.. VERONICA J.8. .............................. MORGAN ..� 77689 cj SS�ONAL ENG. 1 E I) Ww i M m >�> 0 N 1z M } O >,-a Q C m C U p �U D o 0 a o O :d o U W C: O N tZ _O (1 'J J ) O i �I O Ljj Eq O II I 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 VICINITY MAP NTS Legend u t Property Boundary — Easement —— Fire Lane — EIRE LANE _:_---,IRE LA F Water Line wL Sanitary Sewer Line ss Electrical Service 1 Phase Elec --"- 3 Phase E ec 600—Amp Elec£r IT o}` - - --- CATV Cr. \ Underground Telephone --us---- Typical Crosswalk Location Setback Line ..... • . ... . FDC > Cleanout no vp Street Light �I Transformers f - � �; es': R�cv � � \ / , � oma' ` � .: <, � •. Fire Hydrant Water Meter C Al .01 JJJ ive/pavement ea ti'; 11 •^[�,^� ��\ < Z= 1\1 ��! \ J'r � elf .� .. k '�� x�t6"� J7................. � .` �\ �2hif5.'"t .�y'`i l�.t ,h�``� f'F d wa - ; 0 vj �-' ..✓/ >\",h' lam_ .x„`I"Y%�4] TRENT L- = ti r / r �7� r�i : r� I. - \, i \ J FW .+'- ✓'rrr'f� !' .,'r•.- ,r - �f `q� � + is �` Y �"� i VICINITY MAP NTS Legend Property Boundary — Easement —— Fire Lane — EIRE LANE _:_---,IRE LA F Water Line wL Sanitary Sewer Line ss Electrical Service 1 Phase Elec --"- 3 Phase E ec 600—Amp Elec£r Ex.Contours ---- -- - - --- CATV Cr. Underground Telephone --us---- Typical Crosswalk Location Setback Line ..... • . ... . FDC > Cleanout no MH Q Street Light Transformers Switch Gear Fire Hydrant Water Meter C Sidewalk Area a A ive/pavement ea NOTE: 1. ALL Radius & Dimensionshown are Measured to F/C, Unless 0th wise Noted. \� t \ ,pERIMN E FE \ \\\ \ AQ\ Y• \` TX Firm # F!11443 T.979.260.61963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPEC CIVIL ENGINEERING * H HYDROLOGY * UTILITIES SITE PLANS * SUBDP REVIEWED FOR r JUN 0 2 2011 d VE 4:PI'M ENT SE.. v'ICES FILA'LED: 1 REVIEWED FOR COMPLIANCE JUIN 0„z 2011 -- ENGINEERING �Y u� � � ur 10' X 1 Patio–TY \ / My IN, IS D , ling Road oad Y ___-- --' 'u Y Yr Y (V liable WWI Vidth4'u u uu � w Y :.Y Yrr Y: Yr Y<10 /N'':"lm�, to� ti.141 Firm IN 1443 31/11 it ; (J� '•• A' VERONICA J.B. MORGAN O LL Q n C0 C= O 77689 SSS � O NAL ENG `. :�Ij G M m Y j Q - m >,-o Q C y o av 0 0 O r� V a a U W-4 O V .Pz V J rO V O CID W O v 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,�.3 Future Lot 3 Block 1 9.82 ACRES ZONED: PDD NF CAPSTONE—CS,LLC Rem. 120.16 Acres 8900/148` ,,, BTU CH ELEC. LINE LIMITS OF PERIMETER FENCE TRASH ---i,COMPACTOR — kT-=8.75' , X 109P Aak p, 'Wg AME 4t Rt (OUTSIDE CITY LIMITS AA li> J11, Dowling Road Qj (Variable Width ROW) IRIN A M ,7 31 MCI LL_ Future Lot 3 Block 1 9.82 ACRES ZONED: PDD NF CAPSTONE—CS,LLC Rem. 120.16 Acres 8900/148` ,,, BTU CH ELEC. LINE LIMITS OF PERIMETER FENCE TRASH ---i,COMPACTOR — kT-=8.75' , X 109P Aak p, 'Wg AME 4t Rt (OUTSIDE CITY LIMITS AA li> J11, Dowling Road Qj (Variable Width ROW) IRIN A M VICINITY M P NTS Legend Property Boundary Easement Fire Lane --FIRE LANE --F!R[ LAIjE Water Line WL Sanitary Sewer Line ss Electrical Service 1 Phase Elec — 1 o F 3 Phase Elec -- 3 o— 600—Amp Elec Ex.Contours ------ CATV CW ---- Underground Telephone __UT Typical Crosswalk Location Setback Line FDC > Cleanout E3 MH Street Light + Transformers El El Switch Gear 0 Fire Hydrant 0 Water Meter 0 Sidewalk aDrive/pavement Area Area NOTE: 1. ALL Radius & Dimensions Shown are Measured to F/C. Unless Otherwise Nol:ed. REVIEWt- D FOH A ­.e% (A. 01API. 1ANCE JUN 0 2 2011 DEVELOPMEENJT SER' CES PLAT FILED: 1EVIEWED'FOR' COMPLIANCE JUN a 2 2011 'P'OLLEGE 61ATION ENGINEERING TX Firm # F-1443 T.979.260.6 63 F.979.260.3)64 511 UNIVERSITY DRIVE EAST SUITE 204 "OLLEGE STATION, T 77840 PLAN & DESIGN SPECIISTS IN I CIVIL ENGINEERING * t1TyKAUUL;b HYDROLOGY * UTILITIES *1 STREETS SITE PLANS * SUBDIVISIONS ,7 Z 0 LL_ �4 0 CD C) U (1) 0 A— U x/ -11 .1M �2 pe L d ATY Y t_1Y e., J. Z� W. RE� 1H R �A t A A P b gpl 4 J V IL J 00 o� V . . .............. VICINITY M P NTS Legend Property Boundary Easement Fire Lane --FIRE LANE --F!R[ LAIjE Water Line WL Sanitary Sewer Line ss Electrical Service 1 Phase Elec — 1 o F 3 Phase Elec -- 3 o— 600—Amp Elec Ex.Contours ------ CATV CW ---- Underground Telephone __UT Typical Crosswalk Location Setback Line FDC > Cleanout E3 MH Street Light + Transformers El El Switch Gear 0 Fire Hydrant 0 Water Meter 0 Sidewalk aDrive/pavement Area Area NOTE: 1. ALL Radius & Dimensions Shown are Measured to F/C. Unless Otherwise Nol:ed. REVIEWt- D FOH A ­.e% (A. 01API. 1ANCE JUN 0 2 2011 DEVELOPMEENJT SER' CES PLAT FILED: 1EVIEWED'FOR' COMPLIANCE JUN a 2 2011 'P'OLLEGE 61ATION ENGINEERING TX Firm # F-1443 T.979.260.6 63 F.979.260.3)64 511 UNIVERSITY DRIVE EAST SUITE 204 "OLLEGE STATION, T 77840 PLAN & DESIGN SPECIISTS IN I CIVIL ENGINEERING * t1TyKAUUL;b HYDROLOGY * UTILITIES *1 STREETS SITE PLANS * SUBDIVISIONS , f"41; xx, V1. I,/ \� e f'� \ \ \A� 10, X 10, -�j o?\ Patio—TYP ILL_ Y, 0 'El 0\1- ki, j \0 (z) LQ -401 N Z ling Road ----- --- With (Mable � Dowling Road I U U I t: R, (Variable Width ROW _N1 ROW) INSET 4 FOR ,7 Z 0 LL_ �4 0 CD C) U (1) 0 U , f"41; xx, V1. I,/ \� e f'� \ \ \A� 10, X 10, -�j o?\ Patio—TYP ILL_ Y, 0 'El 0\1- ki, j \0 (z) LQ -401 N Z ling Road ----- --- With (Mable � Dowling Road I U U I t: R, (Variable Width ROW _N1 ROW) INSET 4 FOR PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' Grading Detail Scale: 1"=10' Contour Interval: 0.10' TYPICAL FOR 5x5 DUPLEXES AND MANOR UNITS _ ...__..._ - _.�.......__ .__ -_ -._ _n. __.._..__I__ _._ - _ __ _. _. __ . . I",----—, .__ .-..__ __. _. _. _- . _.. __ __ __ s. __ ._.- __ -.- __ -_ _, r, I I I I I �- 1j ' I I I ,c' �: ' _ I 1 I I w /� I ( I I "., ? i I I _ Y- �� I Sheet No. 08 ,, ` ." Sleet; Nay , 09 { I , I / ' { I / ) < C�i%' �� I I I j "I' ,L,)� I I . I �� - 2\ 1 c I I t ,` I ` / o li' 4,, r ,�,_ v L� i L _ _ _ _ _ _ .__ _. _. __ __ ._. ___ __ _.._.. _ -`` _ _ _ _J ', = ;tom i� /// �{ w; �I; 1 I.,- ,/ / i 4 tU / 4//� 1 \ I I / I �z w a r I 1 �� I y / j + r / I� I '� s I Sheet1Q. Q = I _11�le�_�,1/d„ 91 ' , ti 1 % r\ 1s , „ .� 1 J ,, , Ii \ �N I i / l Ip. r, l_• '. / c , I1.j . y �:. I s j 4 '/ 4 I max—. `Z � E . i s �'/ I { r k ,I __ 1' L��_.4 :;; I i .; ti„� js I i! i I , .,1�/ i I T r i I :� r \ ;r - f t l_ I - 1 -lvJ , I ` qet � 12 91 !� 3 7; s �� :SII I ' �, I _II --I i ]r - .I” 1 -: I -- i 1 �� t --J' F s 1r li .� .-. I ,, , LJ I .�)f... t ..__...._ �_i,*1 III r , �.ir— - L j I �' ,i 1 _.. ;t�Li; f I tL ��rt �� i �jE. i� �` LJ Ll 1 U L 11 \/ �r — —..- — -`. _ _ —. __ I _ 4 _..__..__ _ t K'' - �� I / ✓ 1 _ / f T L --- 1. --- L.. .-.-- ___J J_1 �� I -, I. I � ­ - I l- __ 1. 1 � __ I �ii"__E -1 , _ ___1 I _ 4 _� 4 ­ ., 11 : n r-�-��--}L, 1, I t I L , , J - W a I'��L--_�••�,--..JJ��(' �! I 1•• % �_LJ ..' ,I - , 1' I ; _ �� r. .._L i -1 L- IJ I_t `- - I. Sit: Not(- 4 >1 I, 1 `Sh_ `!t!; ' iI t I r'� I i 1 i �� (�.1. �j�� - , I kr r i3isi' 1 �ff �- I I ❑ 1 _ 1 ./- j tiFr Eli f r , r,- ... ._ .�. ! ..._s>'...r_�. E Ji, I , �� �.� - . _._,! .�,I ...i -z ,1. ?._.c:^- ..i,_ i-. _.._. I 1. Y5 `,/ 1 r � ._ __ __ ,.. ; `� , ; ,_1 ! I i ._i y_ 1c i e u t 1 S -_ i t ° l I . v - r--i—t / ,tom _�_ / ;� L , L -J / A. -- -- J h.. i I 1 / I F� \ ,; �� \r > i . I � , , \�Si1 , t�' I I I Sheet NQ , �/ I D �� `.`„ \ No"� 17 ` I - �r \ r ..' ;i a L I �j ���v :\ "t \ t .cl,.n,\ \,y; �, ��'", % > ' I I \/ `�_� I L_ .:...:e._ .-._ -._ .__.. _.._, ._._.. ......... _ --_. — __ .:,- —.._. —. _.. — -_ -- ... — ..._. _.. _. -- -__ — -..- _- -_ .._ ._.._-. — __ ._. _....-..._ -- _.- .._. -. i 11 Sheet Index 18" 6„ 6„ 6.. 8" WIDE TRENCH GRATE -j— �--�-j �—� W/ FRAME, HS -20 RATED I L_ Al J1 1I 111-H V11 PLANS (0.25% MIN) Expansion Joint 0 18" .W. psi :RETE Grading Plan Notes from the Geotechnical Engineering Report and Addendum. 4,2 Earthwork Construction areas should be stripped of vegetation, topsoil, and other unsuitable/debris surface material. Roots gf trees should be grubbed to full depths. Proper site drainage should be maintained during construction so that ponding of surface runoff does flat occur arld cause construction delays and/or inhibit site access. Once final subgrade elevations have been achieved, the exposed subgrade should be proofroiled with a 20 ton ppeumatic roller or equivalent equipment, such as a fully loaded dump truck, to detect weak zones in the subgrade. Weak areas detected durin6 proofroliing, as well as zones containing organic matter and/or debris, should be removed and replaced with soils exhibiting similar classfficatidi?, moisture 1 ntent, and density as the adjacent in-situ soils. Subsequent to proofroliing, and just prior to placement of fill, the exposed sul?grade within the construction area should be evaluated for moisture and density. If the moisture and/or density do not meet the criteria described in the "41.2.1 Compaction Requirements" section for on-site soils, the subgrade should be scarified to a minimum depth of 6 inches, moisture adjuster and compacted to at least 95 percent of the Standard Effort (ASTM D 698) maximum dry density. Grade adjustments within the building areas niay be accomplished with on-site soil or soils exhibiting similar classification, moisture content, and density as the in�ftu soils provided they are free of organics and debris. Please refer to section "4.2.1 Compaction Requirements" for moisture and density requiroments for fill placed at this site. In the pavement areas, on-site soils may be considered for grade adjustments provided they are free of organics and debris. The on-site soils should be moisture adjusted and compacted as recommended in the "4.2.1 Compaction Requirements" section of this re rt. As previously discussed, the design parameters were provided based on the existing soil conditions. Therefore, Import fill, if planned, should have similar characteristics as the on-site soils and may be used provided the soil is free of organics and debris. If the import Bill does not have similar characteristics (Atterberg Limits, density, classification, etc.) as the on-site soils Terracon should be notified and provided an opportunity to evaluate the subgrade conditions and, if necessary, revise the PTI design parameters. 4.2.1 Compaction Requirements . Fill Lift Thickness The fill soils should be placed on prepared surfaces in lifts not to exceed 8 inches loose measure, with compacted thickness of to exceed 6 inches. Compaction Requirements The on-site soils should be compacted to at least 95 percent of the Standard Effort (ASTM D 698) maximum dry density. The IT site sand soils should be moisture adjusted to within 2 percent of the optimum moisture content. The on-site clay soils should be moisture ditioned to between optimum and +4 percent of the optimum moisture content. Prior to any filling operations, samples of the proposed borrow and on-site materials should be obtained fo- laboratory mofstue-density testing. The tests will provide a basis for evaluation of fill compaction by in-place density testing. A qualified soil technician should perform sufficient in place density tests during the filling operations to evaluate that proper levels of compaction, including dry unit weight and moisturecontent, are being attained. 4.2.2 Wet Weather/Soft Subgrade Considerations Due to the increased silt and sand content of the surricial soils observed at numerous borings, proper compaction may be diff cult to achieve. In addition, construction during and soon after wet weather periods may encounter difficulties due to wet surficial soils becomfn 11 a general hindrance to equipment due to rutting and/or pumping of the soil surface. Site clearing may also cause additional disturbance to the surficial soils. This condition is primarily due to their lack of cohesion (low clay content) and little to no confining pressure near the gro nd surface. If the subgrade cannot be adequately compacted to the minimum densities as described above, one of the following methods shou Id be used to improve the soils: 1) removal and replacement with select fill, 2) chemical treatment of the soil to drythe subgrade, or 3) dryiby natural means if the schedule allows. Based on our experience with similar soils, chemical treatment is the most efficient and effective method to increase the supporting value of wet roximatel ne to 2 feet or and soft subgrade such as that observed at this site. Chemical treatment maybe necessary to depths of u t b9 Y rY p p o aPP Y, greater of the near -surface silty/sandy soils, depending on the condition of the soil at the time of construction. We suggest th t a cost be included in the construction budget for chemical treatment of the soils using a lime-flyash mixture to produce drying and to in cease the stability of the soil if the soils are wet and/or soft at the time of construction. We recommend that this cost be in the form of a contingecy or allowance to be used if needed. Some building pads and parking areas shall be constructed on deep fills. Wnere the fill exceeds 24" of materiel, the fill shall t a places as described below: Grade adjustments within the building areas from the top of the building pad to a depth of 6 feet below final grade may a accomplished with select fill soils, on-site soils, or soils exhibiting similar classification, moisture content, density as the in-situ soils I irovided they are free of organics and debris. Select fill should be used for grade adjustments made within the building areas below a depth of 6 feet below final grad . Select fill should consist of a clean lean clay, sandy lean clay, or clayey sand (IJSCS Classification of CL or SC) with alasticity index between 10 and 20 percent. �' Soils placed within 4 feet of final grade for both the building and pavement areas should be compacted to at least 95 pej ent of the Standard Effort (ASTM D 698) maximum dry density. Soils placed below 4 feet below final grade for both the building and pavement areas should be compacted to at least 1 C 0 percent of the Standard Effort (ASTM D 698) maximum dry density. 11 Select fill soils should be moisture adjusted to within 2 percent -of the optimum moisture content. The on-site clay soils should be moisture conditioned to between optimum and +4 percent of the optimum moisture co tent. If blended or mixed soils are intended for use to construct the building pads, Terracon should be contacted to help evaluate tt Ie': effectiveness of the contractor's proposed blending process and obtain additional samples of the blended materials to evaluate if the blended s oils can be used within the building pads. Blended soils do not occur naturally. These soils are often a blend of sand and clay and will require Tlechanical milting at the site. If these soils are not mixed thoroughly to break down the clay clods and blend -in the sand to produce a uniform sc I matrix, the fill material may be detrimental to the slab performance. The actual type and amount of mechanical mixing at the situ will depeni I on the amount of clay and sand, and the properties of the clay. e building pads, Terracon should be contacted to help evaluate the effectiveness of the contractor's proposed blending process and obtain additional samples of the blended materials to evaluate if the blended soils can be used within the building pads. Blended so Is do not occur naturally. These soils are often a blend of sand and clay and will require mechanical mixing at the site. If these soils are not IT fixed thoroughly to break down the clay clods and blend -in the sand to produce a uniform soil matrix, the fill material may be detrimental to the sl' b performance. The actual type and amount of mechanical mixing at the site will depend on the amount of clay and sand, and the properties of the clay. I Note: A cast-iron plate covering shall be installed in locations where the flume is constructed under the sidewalk. The cost -iron plate shall /' sit flush with the top of the sidewalk and be bolted in place. This shall be accomplished by constructing a recessed notch in the top ,/ inside edges of the flume. I � COURTYARDS WITHIN ALL 5x5 DUPLEXES AND MANOR UNITS SHALL BE PROVIDED WITH A ............. GRATE INLET IN THE CENTER OF THE COURTYARD. A 4" PVC STORM DRAIN PIPE SHALL BE INSTALLED ON THE STEEPEST GRADE POSSILBE TO DISCHARGE THE GRATE INLET FLOW TO EITHER: —(ALT A), THE NEAREST STORM SEWER —(ALT B), THE GUTTER LINE OF THE PARKING LOT. ALT A IS THE PREFERRED ALTERNATE AND SHALL BE USED IF THERE IS STORM SEWER AVAILABLE. IF ALT. B IS USED THEN THE PIPE SHALL DISCHARGE TO A HEADWALL TERMINATING AT THE SIDEWALK TRENCH GRATE. 'f!TC+P VIEW , t i I // y>1- TIEBACK STRAP I i %�," `"� i I , \11 III _ -WEIGHT POCKET ----z i f11 `i I . 1 I l WEIGHT PGC;KE`I -' `, i TIEBACK STRAP- REAP, VIEvV -1 - - I �/ j, CuRl3INLEI j SUPPORT BRACKETS �- I 1 _ I i 1�- �'` �" t '" i \ --�" I , \� i I GUTTER GATOR SLIM I �... ... j / �l f ACF Environmentaf, Inc. Environmental '�!\ / 2831 Card, Rd. � �j I Yvur CompleEe Sourc¢ for rttcnmand. VtYgir,W-�3I34 I \ ''!' j Geosfnthetic Sobitions ("800) 448-3636 "NOTE: CONTRACTOR SHALL UTILIZE GUTTER GATOR SLIM AND SILTSACK PRODUCTS (OR APPROVED EQUAL) ON ALL CURB AND GRATE INLETS WITHIN THE SITE UNLESS SOMETHING ELSE IS SPECIFIED IN THE CONSTRUCTION PLANS, :0 SPECIFICATIONS INSERT 1" RE9kR 1% � 1`61;: SAO REMOVAL INOTE: THE SILTSIiCKtitSILL BE N&NUFACILBiED FROM h WOVEN POLYPROPYLENE rABRIC THAT LETS OR EXCEEDS THE FOLLOWING. SPECIFICATIONS. FROM INLET (REBAR NOT INCLUDED) .e .. (FOR AREAS OF LOV TO MODERATE PRECIPITATION AND RUN -111`03 � FU RITS TEST }FIND DINTS 1. OPTIONAL OVERFLOW -�GRAB TENSILE STRENGTH ASTH D-4632 3011 LOS GRAB TENSILE ELONGATION ASTH D-4632 2D X PUNCTURE ASTH 11-4033 120 COS 1�1-.�___._,.,,.-*--' �`''• - MULL.EN BURST ASTH 7-3786 so PSI II.:TSACK - TRAPEZOID NEAR ASTH D-4 13 120 LBS Uv RESISTANCE AS 11-4 90 X APPARENT OPENING SIZE ASTM 11-4751 411 US SIEVE DLJMP LOOPS — __ 4rPi FLOQ RATE ASTM D -x491 40 Gnt/N1N/So FT k PERN;Tr1VtIY ASTM D-4491 0;55 C `I {RE& R NOT INCLUDED} �\ s O 11 l - a1` :11 ^R V /// _�,e� tFOR AREAS LF MU11RATE 012 HEAVY PRECIPITATION AND RUN -SFS t'�'yE,.,� - y 4� a FEITRI E1 ITS! WM WE - /'Q.I GRAB TENSILE STRENGTH AS1H 11-4672 265 LBS jj GRAB TENSILE. ELONGATION ASTH D-4632 2D 7 I j � .P PUNCTURE ASTH D-4833 135 LBS jj 4 pb MLLLEN BURST ASTH n-3796 4211 PSI TRAP 20[11 TEAR ASTH i'-4533 45 LDS . wsitttm UV RESISTANCE ASTM 11-4355 90 '/. vEwAPPARENT OPENING SIZE ASTM D-4nl M US SIEVE j� FLOW RATE ASTM D-4491 2110 GAL/MIN/SO FT (°v PERMITTIVITY ASTM D-4341 1.5 SEC -1 EIIPANWH RESIW.NI _.._w.. Nt � V , I fFOR AREAS WHERE THERE IS A CONCERN FOR OIL RUN -EFF OR SPILLS) - 11111k I ,. I DEPENDING ON Mt JR PARTICULAR APPLICATION, THE SILTSACK CAft BE KADE FROM EITHER ENE OF THE ABOVE FABRICS WITH AN OIL-ABSORBANT PILLOW INSERT DR. —_- ° • ' MADE CORNETEI-Y FROM AN OIL-ABSTRBANT ^sILTSAC.K- nVITH A WOVEN PILLOW INSERE, INSTALLATION XVAIL C.Ahif.o.l,o* DETAIL .OF INLET SEDIMENT CONTROL DEVICE TYPE A WITHOUT CURE DEFL]"CTOR' ... .. . .. . 1930AidinrWestcm:Hd - A*7 Environmental i. HDtts#pNT,Texris77a38 Your Complete Source for 834.456:0000 Ck—Mittheffo Solutionswww.eceavamrn // ♦ j�' ,/` ♦ f� &: i f/ 1 I / / /' / / / / / c//r I - (, i T N � Ifir i ii"k.J 4 li �A HE � MITCHELL,: � 0 IN M1 11 1 IV64 , ji� 1�:.� I1,1443 TX Firm # F T.979.260.6�, F.979.260.564 511 UNIVERSITY DRIVE EAST SUITE 2041 COLLEGE STATION, TX 77840 PLAN dt DESIGN SPEC( CML ENGINEERING * HYDRAULICS LISTS IN HYDROLOGY * UTILITIES STREETS SITE PLANS * SUBDN SIONS www.mitchellandmorijan.com Firm E...F F-1443 5/ 31/11 Xs �P(OF ° : ••t* ,u:......................... .... VERONICA J.B. MORGAN 1-1 ..A ..... ........ � • 77689 Oa 0� % . / ST���,I SS�ONAL �! ..... : 0, 11 ESE' t :. �. i :E Inm —0 2 > a FL o it o I N�2 >, M no N r CmT c O) C Uon - 0. I 1 :2Q , - Q)) o� p � U 0 wo � W -o 4 (L 'f O-� Ho V) C7 O Q u O U .I I fn C_ O 0 -> N [)!� NS C t5 0 0 (I) N a 2 D Z : [�.Q, IQ Q �E (/) O ,4Z P . -;> r , ,_JJ p W o .,v (f) LLJ Li, O 48I�v V ^' I CID ZO P C) �o i Q J ;V a J LJJ O r` 11 I Cc PB c 3 �i J 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, Ele.v.= x22:53 10000" PROVIDE 50 SY OF- -ROCK (18" NOMINAL DIAMETER) -Qmwr n -e,-'pzz V "IX 01 X _,Rt 9-! o" -k 'm O'Z ( - 3 -21g3.8 . cj�) N 329 - SILT FENCE s Pm (SEE SWPP1 —03 ON SHEET 57) �71 N "g, ell 32 M gr_vYF mom, "( 11M R 7M IN Als-In tl m / %� R / \ n - 7xb / ' / <r 324:22. \ ;�'s_r ��� x`1��� � - .. g, g- Im A -T X ELE0 y ' / ; � , �.. - / / \� '�L - - FSC �`���,',,,� 23 0 SILT- - FEN_CE (SEE SWPPl —03 ON SHEET 57) InAm Raw m-XIA am XMI,, 4 o " t4, g 5§k "'Re'llZ W "UN41 W fM i.N U&NO R V IMP RM, 5 0 a W4 tvL ��T!,� ,, �m W t. 'r P7` "e, W" 9 V !47' "0, Kit V,� 01 "M 1, 0 10 'U, 'W"' W M 1;z' 0, Z !,�M E% 0 0 2 �,�'ffi `Kl 0 �6 M., ON 'a, R 9 m "�Q" 0 0 m 0 0 0 4 0 m 0 on m n m o m J. Rt vA mi "m ko, m gm� 0 m 0 to o a m, m 07 R M. - /--- --- ---- -- SILT FENCE ---- ----- (SEE SWPPl —03 ON SHEET 57) (0.00 -1 in.hM% feat x 323.14 ;524 SILT CT7KIPCI (SEE SWPPl —03 ON SHEET 57) A44RKET STREET All 'R x X, 327.1 327.2 WN 01 327,25 56A I'M 0 m a 0 m m 0 a 9 m m m a m 2 0 im, Km mumz 0 x mm!Z-muLg,,, I 4BY rr C 7,41 RAY ILE; X 0 j 49-d" i iivI I i: 0 u ..lvvii _j > IS EY � IS. SILT X. (SEE S' i i `., �.: ON SI 56A I'M 0 m a 0 m m 0 a 9 m m m a m 2 0 im, Km mumz 0 x mm!Z-muLg,,, I 4BY RAY ILE; M4 IS EY � IS. Ell V 000�M2 00 Vi LR PY 400 P&Y- GOP.• i ��Ew WN 51,� ry 21, &Z M M -P ILE; M4 IS EY � IS. Ell V 000�M2 00 Vi LR PY 400 P&Y- GOP.• i ��Ew WN 51,� ry 21, &Z M M -P ®R R E D Fu"R M", kA01 IAN; j CE 211 DEV ELP t P E—NT'SE RVICES Fm PLAT F E ?H x 0 ell Ljj V) hr.:VIEWED FOR COMPLIANCE,!' JUN 0 Z'Z011 FENCE COLLEGE 64 ATI wppl —o3 ENGINEERING! IEET 57) 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 15.00 L.F. max. 4.00 L.F. of 3:1 Slope max Bench 15.00 L.F. max. 4.00 L.F. of 3:1 Slope max. Bench Seo G '1--0.5' Deep Swale w/ 1% Longitudinal Slope. 6" Tall berm to — ensure that no flows traverse the length of the slope, Provide Positive Drainage away from Constructed Slope, 1% Min. Constructed Slope Notes: 1. Constructed slopes will have a maximum of 3;1 Slope 2. Constructed slopes shall not exceed 5' vertical without an intervening slope bench. 3. Slope benches shall be 4' wide (min.) 4. Slope benches shall be constructed such that the 0.5' Deep Swale flows trapped on the bench move to a collection point w/ 1% Longitudinal where a pipe slope drain is installed to control the flow. Slope. 5. Constructed slopes shall be in accordance with the Grading Plan Notes on Sheet 8. 6 Constructed Slope occur primarily on Sheet 14, / Constructed Slope Detail Cross Section View 1 ' ks 7 NA 7 \ \ eo f R /\ `\� *\\�\ / - •'.�, EACH SEDIMENTATION BASIN. .THE 24' HDPE -,PIPE SHALL SMALL HAVE A V ---RISER -� rIR� CONTRACTOR SHALL SET THE NDS -TYPE ABOVE BASIN AND �E PERFORATED BOTTOM OF THE ------ED ` GRATE INLET 36" MI,N ABOVE GRADE.- .�- 32._ AND WRAPPED SIMILAR TO 23'.x. THE DETAIL FOR THE __NDS- ~` . j z ;TYPE GRATES x' CONTRACTOR TO, PERFORATE HDPE pP• ;_� - I 33.98 PIPE TO ALLOW, PROPER DRAINAGE. PIPE SHALL BE WRAPPED WITH - 1 GEOTEXTILE TO FULLY COVER AREAS` PERFORATED FOR SILT PROTECTION. GEOTEXTILE SHALL BE 6" MIN. 5� BELOW GRADE.U. ,• j i '} ,90 BEND OR TEE__, A. `�� TYPIrALTURN-UPfDETAIL ,.40 ' - FOR NDS- TYPE GRA TE INLETS -'�- ux: N.T.S. fix .1N / i NJ N { R, `'32E94 m„ t''% Ski •: c : i x-1 x 'tea : . dt?: ' t �il ..�; ii Pt's : it: ,re:�r y�. q _ _ � _.. t .. 2. -t r� .._i ^ li"�' Z.. _: r.�x, e � ^c i ,• x '^ei' ^a > t -a. "u:_, v x •w "k i :. S u�...�, '`, ..:.. �.. t:. _ °..4.. i4ti�wU' ."�t ;px= x. '- -x rav" N t - .. � ... �, .. ... h....h A. _. ., �. t..,. �'1, _. 3' .. .,� �y.r5 �. �,-�. � ... u. " �-�.�.�• .: .-... .. -.�,a � �� x^tir rx ax�:cv •w x v- rx -nsa M.. a . `�:.:�% s.,., r �_�..�:. ,: �� r �:. F... , �,- `tl � _...,.:. �..._. !�.Y.r `3� �., .. �:. .t.. .�. �. . e - �.. _. § ...''�.. i`•§ .. 3. �,.... ,-., 4 3.., _ '� ``�' `'�' v :.amu. t!•Fr. �. 7a ;?��.� Pt �"s��''��Vf��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= 322.3 IvAll!'Vi MORGAN TX Firm # F-'1443 T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRI E EAST SUITE 204 COLLEGE STATION, TX I 77840 I PLAN & DESIGN SPECl/LISTS I IN CIVIL ENGINEERING * H HYDROLOGY * UTILITIES RAULICS STREETS SITE PLANS * SUBDIVI 31ONS www.mitchellandmorq:an.com Firm F-1443 15/31/11 �P(E.... F .TFC I' VERONICA J.B. MOR AN .............................. 77689 �4:) 0.. STEL:; SS��NAL . E'# � � a M - > Y 7 9 O -0 Mi f9 N - T -0 Q c m Y 100 of N N � w O 7 / - z �0 0 I r„ � � O U � w U 0 i i a 0 c� v a� a� a I D � � O W � Q, ac :> � � W p W � � O v ('o W � !o 4�1 Q, I I I 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 , 11 a!` i � �_ t ,.-. 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Ill I 1. r � " Olki I, - � I t .. r �; ii ."?, r, ,r, iow,,\ i , . , , ' I , !': ' . 1. � :� , 1'.. ! �j I -.1 I � � q lit * " .. . , . v W �4-1 � � i� a I 14 i ; '�� 1 4, 1 t ; � i 'll :- 1:1 - -� �. a '� � "I .- -'�LL I - �" � 02' u- I g I I L I - ..2!, w :2 M .M - � Y3 �-D �;' :E _;I (N -0 . . �i'o >,-o Q) Lo a) :2 �- c -le . �n 3: Q) (v o X- -C W c 0 . - U) > W ry (3) c .- -0 a , 0 _0 0 .D > 4) Of ;: >1 0 M �02 � B: E � � . 2 M V_ � I . � :-- . , (3 1 N :: - I , t, 00 � 0 a 1 :2 , w ;7, � 0 z �2 w I z 0 rl P, V) w u � 0 u W-4 0 � u :z ! Z>, or Z :: (Z) , : '-�' LJLJ oL F--- �" I;< . r--� :�K z (/) :k (z) Ly pz (�D -Z Li -i li C'c :z -1i Ljj (�) (Z) , ��' �j �� (.() Li -i cj:� Li, '�d Q, Q) (/). LQ �z ('D (") (Z) ,q,- " �z . --.. � '%� rft-.. Q:) C) Z) I �j q'�K ---j Lr' ---j L -Q ('r) (z) Z. Q, I 1-Z I PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN UHIVE Al-1-HUY. - �21 -W INTER CTION WITH FM 2818, X= 5�3461.31, Y 3, 17 :2 TH, 0 ..Q . ...... N. 1,9 El 2.23- T54il.92 19 9,9 3, AM X" . �g :D� : - 41- x X 4�jy 4 U.. 1� 5�11 199, N M 01 P, Ri NU 1941 9017.1 V10 N .01 Rq� IF U 1v -14 -a INN 77- `4 �%0 a �.'­AIHHR AWMV q a 4 MSM� Q, F 'e5/ g J�, on �Ik X k do SA:: TX Firm # F-1443 L j br, ;6 L !� mi T.979.260.69: 3 6 34 \At �`-ft �A F.979.260.3E -3: > x ...... K, -77' ME, . ..... ow PLAN & DESIGN SPECtA STS IN CIVIL ENGINEERING HYD ULICS ).44 M REETS 4 342.3 1 p'sRIFU2. -gz 0 @ xa 4-s HYDROLOGY* LMES 7,� )NS NO' % SIS7SUEBD�S 0; SrTE PLAI go -a gg 19 a R.808;0,0 www.mitchell -iME' =7 20'MonE MIKE IN -,�2 I I 1 1 -1 in.-h5T'%20- andmorqcn.com M X­4V,�� < A F I i Rzll�,' elm 4R� 7777,777, Tr�- -gz �01 " pl� 13' 7 ---gmmw &� I i -- I I 1 1. 1 ,:;; 0i -UM IN- @ VA� �r g, ARS r140 69) % g 6 M- , - - NIM 2, IT' -' ­ 'i , , - ­ � \- -R, SIR I 1'r RN x R .57 VERONICA J.B. MORGAIN ............................. p 77689 R M ou f 2 pag S1 LT NCE /-Y, loe gt��z-lg - NN -1 A"y F', x NN (SEE SW P 1 —03 Of 7 0 N S H 57) ml.27 42 4-, 342.P6 E Gn L �qu 340.6 x L i 4`1 4'o 7� Ila, M A-1 2 '-M -1=40.1 M gli Z R -4 0 . gg v I M '111`01 S C T 00 MO gw�w� , I I / r , ' L L' , '- rr -- - , _ . I - -0 -0 a < n s �MiNl-lil�-10 11,2'kN�-' 'y y 11 1 WRIER K, ­. - - . T E N .- -- g" N M > 5 j; v g W -.6 N an t R1 o 2. jl�fl M, A KEEHN OR 1p go 4f;or ng 'g Qz= n aw �2.08 c- 4 -5- M, y Mv gm, g R L X OS I OX R 7g, OSI A 'E Uy 0 Ulk-� `�i IN gz3 4=0 3 4) E a �gg 0 @4 �IAL G 3 4 All gjg 4 C 0 N T R 0 L"" 0 N X 4 ITC H < Z-- -Mua c. 0 4 n NMI, r - LEN g 0 341 MW 1A 'n- gi .7 100 A "301 , *,g! 110 -A AMR: � ggig NN �3 4 3. ��4 1.53 VIMVIR f ol �42L�:' , I , _, Ir, r 3' _0 V, --M 0 g -s' Rggg-,' 43 T� 77r "gis 7 V0. 7;i Q '341 27 p -113 A A 34S 1 48, jr 'i W10% 0 ME!, — — — — -- , gg, Fig, ggg gg x 3408 0 E R > g, -m . i 344.0 NN 0 -43. 342.94 ry p 0311 'o (n 7� vl, Al 0 M 3�4. 14 __j -4 a k 'D, v-1111 uw)10 �6 7 v M A 04 On - V �V CONCRETE Q) �44. 2 WASH AREk g y 1777 ol j 0 NN 344. 66 144; 1 7 x A ...... ..... 777 IS', K Ly q ME, MA Y i"N 0 W R r �10 W g 0�, ME 12: 12: 2 -M N co NMI IN 0 > 8- i IN FOR V�k 11EVIEWED �Y4 5 . 3 9 D j r X I -Q z SIN -I �\ . x, E� ;l9k, ---JUN 02 .2-01, 2 -5M N, 34571 V DE ES k-oggg W I IN g --A, g PLAT-FIL g wng -'N 4j i ggk�,gg- gg� 'g R RN r V F R E W t 1, C, 0% M g mi-soic A E r® r 10 N, mg IL N T$ oL % -ENGINEERING" W� .0 �,ki M 6 Y"LF eSi W�` a k, zi w ov ilto� o�, vo,% m, �It W�- MW Am 9 "Oo k"R R Abe& 1Y P Y ol INSET B- CA: k PROJECT BENCHMARK: SQUARE 200' NORTH OF INTERSECTION Bevel the top1" of post at a 45° - 2"x4"x8' p.t. top rail laid flat 2"x4"x8' p.t. rail 1 1"x1 1"trim board 2"x4'•'x8' p.t, rc 5/4" x 6" x 8' p.t. picke 6"x6"x12' p.t. pos NFA\/Y DUTY CONCRETE PAVEMENT LOCATIONS N.T.S. TYPICAL DUMPSTER ENCLOSURE 42 N.T.S. GORO 015f ISG URB Saw cut to provide neat edge of existing VARIES -- (see plan) Construction4" Thick (Min.) Rein. Existing cold joint 12" —1.5% Concrete Sidewalk 2" Clear min. Street Cross s Slope (SEE NOTE) Driveway —2% (MAX) Field ,. Bend •. p. 4" (MIN) a _ #3 @ 12' O.C.B.W. 2" Clear Cover 2" Lime stabilized sub—base or cement #4 x 18" @ 12" O.C. Drill and stabilized sand Grout into curb (8" min, depth) (This Item shall be included 4" in the cost of the sidewalk) 1.ALL MATERAILS TO BE PROVIDED BY FENCE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWING TO CBI LANDPLANNING FOR APPROVAL 1 WEEK PRIOR TO INST,NLLATION. 2.POST NOTEIn locations subject to freezing, where posts are grouted 1/bAtdic¢nEdrdrHb#d hkDadd the drilled in the post approxinifRelpove 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. 3.FROST LINE:Footer depth shown is minimum recommendation. In some cases local restrictions or freezing weather conditions may require a greater depth. 4.PANEL RACKING: Drawing shows fence panel at level ground elevation; for installations that must be racked to follow sloping grades, the post spacing dimension shown must be measured along the grade. 5.ALL POOL GATES AND TO OPEN AWAY FROM POOL. TYPICAL POOL FENCE & GATE DETAIL NTS 'Magna Latch' If—closing latch z" x 17/6' x 14go. uminum ribbed cannel rail; powder )ated black. Z" x 16ga. iminum post; lwder coated ock. 3/4" x 16go. aluminum picket; powder coated black. 4' wide Sidewalk (by others). Existing subgrade ml�j #3 Rebar @12' Centers Centered Within 4" Concrete - Fine Broom Finish Backfill 2,0 % (MAX) Backfill =11I II -1 4III=_111=1I1=1I Thick Concrete I I-II I-1 I1=1 II1=1I I=1I1= III -11I-11 I-1 I I I=I I II -1I I-11 * 2" CEMENT STABILIZED SAND Prepared Subgrade OR LIME STABILIZED SUBGRADE Expansion Joints @ 60' o.c. Contracting Joints @ 5' O.C. STANDARD ONCRETE SIDEWALK DETAIL NTS * 5" CONCRETE ON PREPARED SUBGRADE IS ACCEPTABLE. TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS FILENAME: type2—curb.dwg PLOTTED: 08 Oct 2004 — 3:20 pm DRILL & EPDXY #3 BARS x 9" @ 12 O.C. cy 6" CONCRETE STAB ON CURB ON EXISTING CONCRETE PAVEMENT FILENAME: STAB curb on ex concrete—ASPHALT•dwg PLOTTED: 16 Feb 2005 — 11:56 am NTS METAL KEYWAY PLATE W/ FORMED GROOVE EDGE ROUNDED TO 1/4" RADIUS LONGITUDINAL JOINT SHALL BE REQUIRED AT THE STREET CENTERLINE New Pavement Existing Pavement Drill & Epoxy Proposed Reinforcement into Existing Concrete (Min. 9" Depth Drill) Proposed Reinforcement (Epoxy per TxDot 5016) See Detail d 77 / ' i _ �_- / 'j ' -/ NTS FILENAME: connect—exist—povement.dwg PLOTTED: 24 Feb 2011 — 12:09 pm AICALLY STAB IIZED SUBGRADE: The subgrade material across the site Varies. When the contractor has the area prepared and mixed in preparation for stabilization, the soils lab will determine the PI of the material to be stabilized. The material shall be stabilized as allows: a. PI < 12, Cement Stabilization per Section 32 11 34 Cemen Stabilization . b. 12 < PI G 20, Lime and Fly Ash as determined by the geotechnical engineer per Section 32 11 29 Lime Stab lization. c. PI > 20, Lime Stabilization per Section 32 11 29 Lime Stabilization. Small areas (< 1000 s �� P ��cP-X�n" +P. and two sack mix ceme t s substituted for subg ad atQri; �AIII sv k sh II be paid as Chemical St biliz I w he material required wit no adjustment to t ni price bid. JUN 02 2011 iU. N DEVELOPMENT VERMICES PLAT FILED: NOTE: PAVEMENT REINFORCEMENT DETAILS SHALL SUPERCEDE GEOTECHNICAL PAVEMENT REINFORCEMENT RECOMMENDATIONS tal C4� 0 t! C7 a 0 W-4 0 U z 0 Q w w 0 v 0 W c� 0 v NOTE: EXPANSION JOINTS ''',SHALL BE PLACED @ VAM MINIMUM 40' INTE'VALS AND AT ALL RADIUS I POINTS, P,O•'S, P.I.'S & OPPOSITE P.I.'S & ON ALL HORIZONTAL VERTICAL CURVES.' CURB EXPANSIONS JOINTS SHALL BE @ 40' TX Firm # F— I. 443 CENTERS & CURB @ 10' CENTERS. CONTROL JOINTS SHALL BE T.979.260.6963 F.979.260°3564 ALL JOINTS SHALL!, BE SEALED WITHIN 1 WEEK I', OF POURING PAVE ENT 511 UNIVERSITY DRIVEEAST SUITE 204 1 SMOOTH DOWEL BAR, See detail COLLEGE STATION, TX1 7784C SEAL W/ EXPANSION JOINT MATERIAL --,,,for OR APPROVED EQUAL) diameter, length and spacing (3/4"x18" @ 12" O.C. for curbs & concrete pvmt. (SONNEBORN SL -1 Install per Manufacturer Specification 3/4" (1/2"x18" @ 12" O.C. for sidewalk) PLAN & DESIGN SPEC STS IN 1 CIVIL ENGINEERING * H RAUUCf BACKER ROD HYDROLOGY s UTILITIES'IISTREEN CENTER IN SLAB SITE PLANS • SUBDMSIONS See Pavement Detail F[R:ST, POUR SECOND POUR www.mitchellandmor an.com �� 3" LONG METAL OR PLASTIC Firm # —1443 C 5/31/1 CEREMAR FLEXIBLE FOAM 6" I1 SIGREDTERETHAN OF EXPANSION JOINT FILLER (OR APPROVED EQUAL) TOPBE /16 `P�E_ ..TFC DIAMETER OF DOWEL BAR * „� NOTE: 1. CAP MUST BE LON ENOUGH TO COVER 2" OF THE DOWEL WITH ONE END OF .... r............................:.�. VERONICA J.B. MOR AN CLOSED END AND WITH, A SUITABLE STOP TO HOLD THE """'"""7 ���"........II�..... THE CAP AT LEAST 1' FROM THE END OF THE DOWEL BAR. ,o+ 77689 Ohm `` 2, EXPANSION JOINT IDTH SHOWN IS THE MINIMUM. SHOULD THE �o ' SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE SGjONAL��� \'� GREATER WIDTH SHALLIBE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. l 3. GREENSTREAK G—SEAL 626 MODIFIED PVC MATERIAL AND WOLMANIZED L . j LUMBER MAY BE SUBSTITUTED FOR SL -1 AND CEREMAR FOAM. INSTALL PER MANUFACTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO BE USED IN CONTRACI ON AND LONGITUDINAL JOINTS, EX P N SI ON JOINT m .m �>�> (40'I MAX. SPACING UNLESS m OTHER ISE INDICATED IN PLANS) l METAL KEYWAY PLATE W/ FORMED GROOVE EDGE ROUNDED TO 1/4" RADIUS LONGITUDINAL JOINT SHALL BE REQUIRED AT THE STREET CENTERLINE New Pavement Existing Pavement Drill & Epoxy Proposed Reinforcement into Existing Concrete (Min. 9" Depth Drill) Proposed Reinforcement (Epoxy per TxDot 5016) See Detail d 77 / ' i _ �_- / 'j ' -/ NTS FILENAME: connect—exist—povement.dwg PLOTTED: 24 Feb 2011 — 12:09 pm AICALLY STAB IIZED SUBGRADE: The subgrade material across the site Varies. When the contractor has the area prepared and mixed in preparation for stabilization, the soils lab will determine the PI of the material to be stabilized. The material shall be stabilized as allows: a. PI < 12, Cement Stabilization per Section 32 11 34 Cemen Stabilization . b. 12 < PI G 20, Lime and Fly Ash as determined by the geotechnical engineer per Section 32 11 29 Lime Stab lization. c. PI > 20, Lime Stabilization per Section 32 11 29 Lime Stabilization. Small areas (< 1000 s �� P ��cP-X�n" +P. and two sack mix ceme t s substituted for subg ad atQri; �AIII sv k sh II be paid as Chemical St biliz I w he material required wit no adjustment to t ni price bid. JUN 02 2011 iU. N DEVELOPMENT VERMICES PLAT FILED: NOTE: PAVEMENT REINFORCEMENT DETAILS SHALL SUPERCEDE GEOTECHNICAL PAVEMENT REINFORCEMENT RECOMMENDATIONS tal C4� 0 t! C7 a 0 W-4 0 U z 0 Q w w 0 v 0 W c� 0 v 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 BBQ PIT AREA DETAILS 3" Metal tractor it dimensions 10" Chimney pot —Architect to approve nace �cc�iimney pot on mortar bed — allow holes for chimney pot to Shafted simulated limestone cap w/ drip notch —Slope to drain away from chimney pot Cont, metal pan flashing tee and water shield Simulated stone veneer with scratch and application coat on metal lath on we. iher barrier on J" sheathing 4" Metal stud Isokern Chimney S�ilmuloted stone sill provided by manufacturer w/ cont. metal flashing Maintain positive drainage ® sill, typ. Simulated stone veneer with scratch andapplication coot on 6" CMU Masonry ties Lintel 12" Block 6" Block Steel angle 36" Stone Age fireplace system Simulated stone hearth {Cont. metal 9imula?ed stone veneer with scratch and application coat on 6" CMU over +/— 4' 'T\ aorous fill/\. PLACE 4X4 ADJACENT TO BOTH SLEEVES AND PAINT ACCORDING TO SPECIFIC UTILITY GREEN – SANITARY SEWER SERVICE RED – ELECTRICAL CONDUIT P – RI D ORANGE – CABLE UTILITY CONDUIT BLUE – WATER SERVICE CONDUI 24" IN �1 Bevel the top 1" of post at a 450 angle 2"x4"x8' p.t. top rail laid flat —� 2"x4"x8' p.t. rail 12"x12"trim board - 2"x4"x8' p.t. rail 5/4" x 6" x 8' p.t. pickets 6"x6"x10' p.t. post 48" MIN -`"24 MIN ` COVER r Walls - �' ; 90° BEND idicates - Above TYPICAL TURN UP DETA I L FOR UTILITY SERVICES N.T.S. — METER BOX O 16'x16' Cedar Arbor Kit �•\ \ \ \ by Stone Age Mfg. O11 / \ 4" PVC SERVICE LINE SHALL TERMINATE APPROX. 24" `% f '� \ %�� �V FROM PROPOSED METER BOX. 1 " TAPPING SLEEVEa� \ 4 PVC PUBLIC MAIN AND VALVE SHALL BE CONNECTED TO THE 4" PVC LIN E!/\� \���\ AS SHOWN AND A 1" COPPER LINE SHALL BE RUN'��\\\ FROM THE PROPOSED SADDLE TO THE METER BOX, CBI to lengthen Arbor by adding (5) 4x6 and (2) 4xB WITH FITTINGS TO ACCEPT THE APPROPRIATE WATER all 20' Long; install Per Mfg. R \ \ / /� %`\ \\% instructions METER, WHICH INCLUDES BALL VALVE. THE FITTINGS \\ AND VALVES SHALL BE INCLUDED AT PART OF THE WATER SERVICE ITEM. SEE WATER METER TABLE ON SHEET 26 FOR METER SIZES. Finished grade' L, Concrete footing — Compacted subgrade 16'x16' Concrete pad WOOD PRIVACY FENCE (PERIMET�R FENCING) o WATER METER DETAIL N.T.S. CONTRACTOR SHALL SET THE NDS–TYPE GRATE INLET 36" MIN ABOVE GRADE. CONTRACTOR TO PERFORATE HDPE' - , ,L° r JUN U PIPE TO ALLOW PROPER DRAINAGE. PIPE SHALL BE WRAPPED WITH �` r `oEwti GEOTEXTILE TO FULLY COVER AREAS -/PLAT FILED: PERFORATED FOR SILT PROTECTION. ,st �w s,` " : �� ; , - GEOTEXTILE SHALL BE 6" MIN. BELOW GRADE. TYPICAL Tb,',RN—UP DETAIL FOR NDS—TYhE...LRA7F 1NFUd1FJS 6'-416 1 " W-4-9 » 6,-44" Verify w/ Fireplace Mfr, 6" CML Dash It Coping I I I I i I I I I I N I i I I _ r_____ I I 36" F -___-___- I I I I i GRILL I I I I I I I I I I I I I GRILL I I I I I I I I- I I I I J Verify tufo t /Mfr. Vert y c itout ./Mfr. - 1 ace BBQ PIT AREA DETAILS 3" Metal tractor it dimensions 10" Chimney pot —Architect to approve nace �cc�iimney pot on mortar bed — allow holes for chimney pot to Shafted simulated limestone cap w/ drip notch —Slope to drain away from chimney pot Cont, metal pan flashing tee and water shield Simulated stone veneer with scratch and application coat on metal lath on we. iher barrier on J" sheathing 4" Metal stud Isokern Chimney S�ilmuloted stone sill provided by manufacturer w/ cont. metal flashing Maintain positive drainage ® sill, typ. Simulated stone veneer with scratch andapplication coot on 6" CMU Masonry ties Lintel 12" Block 6" Block Steel angle 36" Stone Age fireplace system Simulated stone hearth {Cont. metal 9imula?ed stone veneer with scratch and application coat on 6" CMU over +/— 4' 'T\ aorous fill/\. PLACE 4X4 ADJACENT TO BOTH SLEEVES AND PAINT ACCORDING TO SPECIFIC UTILITY GREEN – SANITARY SEWER SERVICE RED – ELECTRICAL CONDUIT P – RI D ORANGE – CABLE UTILITY CONDUIT BLUE – WATER SERVICE CONDUI 24" IN �1 Bevel the top 1" of post at a 450 angle 2"x4"x8' p.t. top rail laid flat —� 2"x4"x8' p.t. rail 12"x12"trim board - 2"x4"x8' p.t. rail 5/4" x 6" x 8' p.t. pickets 6"x6"x10' p.t. post 48" MIN -`"24 MIN ` COVER r Walls - �' ; 90° BEND idicates - Above TYPICAL TURN UP DETA I L FOR UTILITY SERVICES N.T.S. — METER BOX O 16'x16' Cedar Arbor Kit �•\ \ \ \ by Stone Age Mfg. O11 / \ 4" PVC SERVICE LINE SHALL TERMINATE APPROX. 24" `% f '� \ %�� �V FROM PROPOSED METER BOX. 1 " TAPPING SLEEVEa� \ 4 PVC PUBLIC MAIN AND VALVE SHALL BE CONNECTED TO THE 4" PVC LIN E!/\� \���\ AS SHOWN AND A 1" COPPER LINE SHALL BE RUN'��\\\ FROM THE PROPOSED SADDLE TO THE METER BOX, CBI to lengthen Arbor by adding (5) 4x6 and (2) 4xB WITH FITTINGS TO ACCEPT THE APPROPRIATE WATER all 20' Long; install Per Mfg. R \ \ / /� %`\ \\% instructions METER, WHICH INCLUDES BALL VALVE. THE FITTINGS \\ AND VALVES SHALL BE INCLUDED AT PART OF THE WATER SERVICE ITEM. SEE WATER METER TABLE ON SHEET 26 FOR METER SIZES. Finished grade' L, Concrete footing — Compacted subgrade 16'x16' Concrete pad WOOD PRIVACY FENCE (PERIMET�R FENCING) o WATER METER DETAIL N.T.S. CONTRACTOR SHALL SET THE NDS–TYPE GRATE INLET 36" MIN ABOVE GRADE. CONTRACTOR TO PERFORATE HDPE' - , ,L° r JUN U PIPE TO ALLOW PROPER DRAINAGE. PIPE SHALL BE WRAPPED WITH �` r `oEwti GEOTEXTILE TO FULLY COVER AREAS -/PLAT FILED: PERFORATED FOR SILT PROTECTION. ,st �w s,` " : �� ; , - GEOTEXTILE SHALL BE 6" MIN. BELOW GRADE. TYPICAL Tb,',RN—UP DETAIL FOR NDS—TYhE...LRA7F 1NFUd1FJS Faux stone wall & cap Lodge Bldg mle Faux stone column & cap Strasbourg Double Gates (see Material Schedule) 4 \ \\ SL -3 Strasbourg Double Gatet (see Material Schedule) Faux stone column & cap � ' ) SCALE: 1/4" = P-0" End of wall Wall Shown is Arced, approximate distance is 103 If. between columns NOTE: All Dimensions shown to be field verified. K D -�� RESIDENT ENTRANCE GATE DETAIL SCALE: 3/16"= P-0" Wall arcs and travels Northeast fcDr approx. 32' between columns to j Bevel the top I " of post at a 45' angle 2"x4"x81p.t. top rail laid flat Faux stone column & cap 2"x4"x8'p.t. rail Lodge Bldg Wall "X 24!-0" Face of curb 2041 ±81"--'\ 21-011 1 1 21-0-1 I 31-011 41-611 ±91 --- -- ---- /_ j -151-0" 21_01, +011 NOTE: All Dimensions shown to be field verified. EXIT GATE DETAIL SCALE: 3/16" = P-011 6 4 x 3 "SmartSide" Trim/jGT 4 "SmartSide" Soffit Board 2x6 Rafters- @ 16" O.C. N T Slab Over 15 mil Vapor Barrier and V Porous Fill # 57 Stone to a Depth Set by Civil Engineer Vertical #5 Dowel g 48" O.C. (2) #5 Rebar Cont. @ AA, Bot. 2Y-0" — -- ---------------------- Clear 25k-0" 2' 0" Dimensional Asphalt Shingles Over 15# Roofing Felt Over 7/16" OSB Roof Decking Metal Drip Edge 4 x 4 "SmartSide' Nailers 4 x6 "SmartSide" Trim 1224 Window Unit AmK ----- --- ---- ---- TOP OF PLATE- --------- 7/16" OSB over 2x6 Joists @ 16" O.C. 24N48" Access Hatch Z 4' Stud Framing Simulated Stone Veneer Over Weater Barrier & 7/16" 0513 - Install Per Manuf. Specifications 4" Concrete Slab w/ 6x6lw1.4xw1.4 Welded Wire Mesh Reinforcement P.T. 2x8 Plate anchor to CMU 811 CMU- Grout Fill /m,7 Finish Grade SECTION I ---u GUARDHOUSE FRAMING DETAIL SCALE: 1/2"= P-0" 151-0" T -O" 5" Flash Over Wood Sill 4" 2x6 Plate Extened 2-1/2" Wood Sill Inches for Stud Pocket& Nailer for Band Sill Flashing w/ Drip X 4 x2 "SmartSide" Trim x 8 "SmartSide" Trim Board X GUARDHOUSE SILL DETAIL SECYION BOLT FENCE DIRECTLYTO CMU; PLAN NEW MORTAR STONE AROUND FENCE COLUMN BEYOND 2X4 BRACE BOARD r 2X4 NAILER BOARD N 'I VCKINAWMILLED' STOCKADE FENCE,TYPICAL (SEE PLAN FOR LENGTH AND LOCATION) b 4x4xB POST @ 9 O.C,� CUT TOP TO SLOPE FINISH GRADE—, COMPACTED SUBGRADE CONC. FOOTING 4" POROUS FILL -- V - _T5 4_OFENCEsREL NAI M 3 1 15-0" ELEVATION Fence and columns turn North and continue approximately 150 If. to trash compactor. See site plan for details T -0 - Typical ELEVA I ICON 4'k48" AcceesS Hatch 11U Grout Fill Lid Wall Simulated Stone Veneer GUARDHOUSE FOUNDATION DETAIL SCALE: 1/2= P-0" SECTION 12' FAUX STONE. YTH. WITH I" MORTAR BED: WEB PATTERN W[TH OVERGROUTED AND SMEARED MORTAR JOINT$. STONE COLORTO MATCH CLUBHOUSE. M 8"CMU, FILL ALL CELLS WITH CONCRETE -------------- 1 I VERTICAL ------------- VERTICAL REBAR. #6, ONE EVERYOTEHRCELL ------ �U Y CONCRETEFOCTING L HORIZONTAL REBAR. #4 @ 12- O.C. TOP & BOTTOM EACH WAY: 2"CLEAR 'F FROM EDGE OF FOOTING TYPICAL SCALE: 3/8" = P-0" 2 11 "x12 Vim board 2"x4"x8'p.t. rail 5/4" x 6" x 8' p.t. pickets 6NISN 10' p.t. post - Wall Shown is Arced, approximate distance is 47 If. between column and face of lodge building `-7 ,) SCALE: 3/8" = P-0" Faux stone wall 8 cap Lodge Bldg q S_ V_ _5 AL -1 L�! ELEVATION SECTION -ELEVATION QTY DESCRIPTION MODEL FINISH MANUFACTURER NOTES 2 sets *Strasbourg double gate - 22' Ig. Black Amazing Gates of America C Jstornsize; remove scrolls DRAWNEmill V) www.amazinggates.com 8" CMU, FILL ALL CELLS WITH CONCRETE L REVISIONS hhW vKJ 1-800-234-3952 10-12" ht. black aluminum I set *Concord double gate - 251g. Black Amazing Gates of America Cistom size; remove rings with Epcon e PDXY k+- 0 www.amazinggates.com V) 1-800-234-3952 110— I set *Concord double gate - 26' Ig. Black Amazing Gates of America Ci stom size; remove rings 0 0 id U www.amazinggates.com V 0 0 U < 1-800-234-3952 installer ins to include all necessary 4 sets Doorking 6300 gate operator 1/2 hp - I hp Doorking It (t.b.d by gate size) (provided by local contractor) co lo I 1pnents: photo eye, exit , ps, knox boxes, etc. 175 If, 5' ht. Mackinaw Milled Stockade Fence Northern Don Machalk & Sons Fence Corp. G:)thic pointed White Cedar www.machalkandsonsfence.com 906-753-4002 27 12" ht. Steel Letters Black Frontera Cpntact Nolen or Laura Lee 27 10" ht. Steel Letters Black wwv/.fronterairon.com (they have font type on file) 205-320-1900 *NOTE: SHOP DRAWINGS FROM MANUFACTURER MUST BE APPROVED BY CBI PRIOR TO ORDERING. D... -- MINIMUM 6 WEEK LEAD TIME FROM DRAWING APPROVAL TO PRODUCT DELIV__-rTT­------ RE'VIE ED FUH ri-GATE & FENCE MATERIAL SCHEDULE A%L'& AF%h F1 H4 M11-* P 11 6. ft R XVAI W— A ) 6 1. , A N N.T.S. T-0UN 02 2011 N EVEI QPi I �',OIPKT � APAVI Eq FAUX STONE, 2"TH. WITH I'MORTAR BEDNEB PATTERN WITH OVERGROUTED AND SMEARED MORTAR JOINTS. STONE COLOR TO MATCH CLUBHOUSE VERTICAL REBAR. #6 @ I PER CMU CELL ; I . � .? 4. I . , T r PLAT F! LED: 0 DESIGNED Faux stone veneer DRAWNEmill V) 8" CMU, FILL ALL CELLS WITH CONCRETE L REVISIONS hhW vKJ 10-12" ht. black aluminum letters j: core drill holes in wall a secure letters U with Epcon e PDXY k+- 0 CONCRETE FOOTING V) 8" CMU filled 110— CC (Tj with cells ' ' ) SCALE: 3/4" = P-10" • PROJECT NUMBER 009 DRAWING DATE 3-25-11 0 DESIGNED DEMIII DRAWNEmill V) DATE REVISIONS hhW vKJ 0 U k+- 0 V) 110— CC (Tj 0 0 0 id U 010 :3 V 0 0 U < 0 PROJECT NUMBER 009 DRAWING DATE 3-25-11 DESIGNED DEMIII DRAWNEmill CHECKED --CLH DATE REVISIONS ENTRANCE GATES, WALLS & FENCING DETAILS SHEET %to 59 PROJECT BENCHIk/lARK: SQ-UAPE CUIT ON _10P OF CURER ON SOUTH SIDE- OF 1H01L!_Et%;P.N DRIVE :,ppIDOX. 1, r ' 11 ')00' NOPTH (_.`)rF N_I­E_RQE C T ION '011PH RM .218 1 8; X= 355,3461 _31 . Y= 9-46 10199 _19, Rev= 322...'.,. �_ I 11 � 11 I t . _______�----_- ll _'. i_r'_��,'_!,_,",�.., ­� '111- , " ,�., � " ._'�- - ". . � . 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Site Area: xx acres 9. Water Demands (Per Unit) : Min.= 0 gpm, Avg.= .07 gpm, Peak= 0.13 gpm 10, Sanitary Demands: 400 GPD Max., Min.= 0 GPD, Avg. = 100 GPD (Per Unit) 11. Type V -B construction, 1316 SF building - 1500 GPM fire flow required per Fire Code Tables B105.1 and C105.1. ! ! - 11 ,An_ fI A I ; k ndo er FEMA's - MET H/C PKG. SIGN- HTE LETTERS. SYMBOLS & STRIPES IN BRIGHT & — BLUE BACI(GROUND I : 1 2" VAN I P I(ING — ADDI. SIGN 0 VAN SIACE ONLY (TYP) ONLY R 1-1/2* -TYP: I�_S. POST . I ''I . I I 1�_,�, - 11 � -, ',_,� . 30- . ­ I I _­ ­ ­,�. .__,Z_­,�_�� . i� I "IS SILe does I e w , n e year Copan ou - I � I : I -1 -, ­,­­�t__' _7, ` -11 — I- - i/2' EXP, JONT 1. " . ­ ,�z;ir - - , ,1� ,­il�­�­`�­ - '. Flood Insurance Rate Map panel 48041CO182 C. Effective dote: July 2, ��! , �J � ; .1 / ; I , I ." ,,�11 �,� _____­� ,-. - I .­ ..... .. n"..J, �', -,-,---- A �i _. , I , �, - I ly 1, I I _; � j ; I _� , - ; .r. __ -11 ��_ - I 1,* i �, *N I ! 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I - \ ill, i 1 �; J _L !! 1 1: , . , RUNIT, - 3ij-, _2______ I _� I , I \ �'. 11.1 " - " " z:�� , A . , ; I Z�-! � -�o,, , , i . � - ,��, J ,I - 1..,---� , � . , . Iqj;:I�I I ; 11 I __ I .... .. K., - -� , �;* . ; I i� , --7- - . I AH� - 41L � '_ � I, , � , —, , , " , *1 " __ . ___� - , -, ­� I . I WL�i ------ . ; " __ \ 1-11i____ , - , . � � - I I - . , i - , ,_ _ __�� . i 1 _\NL 'i , " _i . � , . I I I ' --- -� 1, — , �.:� I1_7L', , *,. , , - , I . . � .. . -Li - I 1� \ __,'- L..�, ­ 36! i� - r . z�l ; . _��­_ L I, i ,�\, ,�� .-----, INL -� , I � . , 1,;!� � , __ , I il I i I , , - I � - . - _, _". � . . I �11 \ ,it ,! , _,_\, �_ - . . � .. - I �! - I WL--, / ;. 1 __!:g� , ", . I It _1� I I I . . I : " i� I , I __11.11111111111h . ---- � 30- 1 / I ---I..-"- __1 �, I L � 1. ., ., ..'., -_­�- -_-,,;:::-:s; �',­ __ I , I I 6- L , .. . PARKING REQUIREMENTS 10 -In o 1. , �_-_­ - \ \ 11 - I., \_ --- - U�, \ . . � � , � , ; I 1� I I .1 , I .. ., . . — CONCRETE FOOTING � I _ I , - ___ - , - . . % >--- �,,j--X­. - �, ­­_­_ � / __­� - - �4", - - .�,, _.­­ .. \ - \ 11 , i �1 �,`T I ,­ . . -',' (�_�=�.' ­12,��_ _� _()�_ 11 . . . I . ; a, 11 .� I� tt, 11 "I I lt . ­ - � ------- � ____ I :;�� -- x __ .�,__.jt, , . \ . - \,\ - i % � � � __� . .1 . � 1 7 ," � �� "i" 1316 SOFT BDLG./250 = 6 Parking Spaces Required ,� . " . I � I .� � . . �, .. . .... I-_ ___,._.___ - -,-��:_-_ I . - ;., ,, , __ . \ . \ \ I \. L 1B -WL----- I ',�! i, -i� 1 i", �, li� 11.1 � = 18 Parking Spaces Provided I I '. . I � . � - � - ,�� I _.�,.' ­­, 1. I � �, 11 , . i V, '� V L. I.. I . , � 3()-%L ---_� . / - _,�a�. . - � - / -_ - ------ - __ � � �_ \ . \ \ I 1, � � �1, ii I, 1i - - I . . , — 5/8"It r STEEL BAR THRU POST , ---I----- �_C_,____ - __;��­-.;� - L , .. " ' 36 -WL I ., 1't - - 1, I I � - �� . INSTALL ONE - __ " "' � - " � I ___11 . 11 \ I .�, - . A B_wL " f,,,� ji�, � !*r. '1?1 1� �i I, � 1. I ' . ­ � ­ L .�_ -L -- I . \ � A -_-, . I , ____� - - - -:::::: � , - --=T=:� i Qlp:�,.�� , � � I, - � I L ­ ". 11 �. . \ � :t � "L - I z . --Rawo , - * ­­ __ ­ __ 411--im. \ 36 -\NL----- t - "v�! �,� lIIII Handicap Parking: ____� I _: L, __:! 7-l" � _�rL 'I--- � . , � -_11-41, ' — , / ',�___­,�,­�­ 1 . ____� ,I SIGN PER LOCAL ORDINANCE I% I "� �� I "", t� S � ' 11-- "P___- -1--l" . \ P, � � � , i'L'I i"" '� �.4 --- ' � ---� \ 1� � LL I . I ..., *UNAUTHORIZED Wi-kLE PARKED IN 1; :�__, -1 . I "I — ' ia � � - � .1 . I -_­_ L - � _7 . a 36 -WL — 30 -WL - - - ,- - , ,' '__ __ < I , \ ., . . \ I " " ,� vl, il � Per Table 2 Section 4.1,2 of TAS - �_ , . ,:.. . DESIGNATED AOCESSIBLE SPACES NOT __-1L ii� .. ` "'_ I` - .--- . - ,,�,-,.,��, 1, - I _�� ) __ J ,- i-\ ,. � 1, . . \ - ; " - 1�', � _11_7�� __ , ____� . - .. ­­ I _ �, - - " - � _ ,� r . " � B -WL _ � . � ., - __� � �'�' �___ L I -, tl I I -'I it i t "'a, for 1-25 needs 1 Spaces ­ " ;L , �_ I , ' �,� , I - I -1 , __­­ I I ., , _ ...... _, - - I � \1 - L ­ - - , ;� __ --- 1 1 , I \ " 0 -_ � �t `� , - I IL ____ ___ V "-- - - ____ _t, , ,I� 1, L'� . , — !1�t� I . ...... .. DISPLAYING DISTINGUISHING PLACARDS - ­ �,­ - - , , - - ", 1. - --,-.- - ,/1 / _____ 36 -WL I , - � I B_WL -I--- I v �, � _`i� I 't ,_ --- - -11 1, OR LICENCE PLATES 15SUED FOR PERSONS "� ... ; I � , _ , " . 81\ - ,�--� . � 1 , " Ik -_ - I 18 Total l' -6-__j - --:�_-- - - I � , . \ , \ � , , , ­­ .,- ,7,- �­­- .- " - �: _ ... I-.--- ZNIII­_ /I , �, L 71 r, ! ____� ; 7--�DIA)- - I NIII DISABILITIES WIL � BY FINED, � - ' _--L-'- I \ \. s I � 1, -, �1. .'�L 11� --- 1 ', - ' - ' ______. _ I L , * I 11 I - � - � w il ."i � - __ _ _=_�;­­­� ' 1. __ ' , \ III, I ,�', \--' _\�, . ,_ . �11 _Lr 1 I i� � I H.C. Spaces Required ! 1, 1 7 , ! �jl L " � - � ­., . ' - .' __ __ .I:-- , L ', \ " 1 ;2 -, ­ tr- i, .� , , I \ \ . "I . - - � I �% ___'� -_ ---- - _­ ��­­ -,-- _ I I 8 IV . ( 4� - ­'�', . .i 'i 1 ,__,1..____ ___ / " / --- e ! . 36 -WL ---_� I - , ___._.____. .�,%t ,� I I ------- I - \ �; I \ . L,, I 11 I 1/1 � - . , ,�', ....... L . . L I (f I ! I . 1�11 --- .1 .1 9 __�)Z. ,_. . - I . , � I �, ( \ I, �, - .- - 1� , . I - ... . i \ M \ , - _�_`;' "'! "\ t'l I- -- __ - I ; I K, \, , \ __ , ­� � � L. �'D F, . 0 4 �i � �� _.'� --- A - � - /I 1/_-L -------- �"/ I fv ill ____� L I — _._ I . il t I , � . _,� — — I 1 � ,� I " � It ,. ___. . __ � I I , � , � -11, - . __ $' :',� _�L -I i AAO W /� 11 i 11 8 -\NL � , r I 11 .. ..... Q �� I , 1> I I " 1, I H At -i I ,� \ I � i� - __4 -IGrovel Parking Area , k, %'I I %!t� -�- ;� ;i . , � _�_____ - 11 ; I. ___� . I 11 .1 \ \ I I -_ - �, , - �_ ', Ili 0 " ,j,�� � l'i N.A. 36 / . I 1 , \ - \ � �� )"', � - I � ��-:i . .1, , �, A, 7 1 1 - � 36_z_�L� I . . ': _____ / \1 rn I \ 1, L � - " .i INTERIOR ISLAND REQUIREMENTS = I B_V& --��/ !' I \ \ \ , I I � ,-- ` � // L�: ./__— , , I I \� , , I -_ . , §A "I � I \ I ',� ___%1 �1_ - - -Wl- ­ . I . , , '. 'L - V11 , , . -i __ - _! . I I is - I ! .. 1 I , , - \ I .1 -, �� "I � � %. '1� -, � , -_ , - , , I - . _____ _WL 11 y , \ I , \ - . ,il � o", C) �, I H ,WSM"77ON QUM . " . I , _ - I i�, �>, I it ' " , — , / /. il J 1 I � � '), \ , - I � I - %� �L"t c) IL� iii ., , I � " -\NL - - - - � I .. \ I - � . _- \ - - '. . L it, _�, li, Ii 1� 1'., � [I ___ 36 , , - . I - . s! 15-1NL_____� ! ! / 1 ._ I I . - . I - � k ______ / / � I 1, - \ , * I -, I �, , , ;i I L . - % �,., .- � ,� " iu t. �, ,� ", , � .. -- L, " ; i " _� ��, ,\,�, . i ; � t � � . , 18 -\NL I / / � I I / , -�- _," I L _' �, - _� ^, I L � i I t � . I 11 , 'k, -I I I . 1`11 �, J / , f , _\� *1\11 - , tGN ­ I . . _____ / / - - -1 ,\-). % . I _ ;, �' i� il it GENERAL CONSTRUCTION NOTES: .. 'i 1 , . ­­.� I - " -� .... ,,I k , I � _____� "/,I I - , - -- --- -17 � \��- \ - - .�, " i,'� i t , . � '.1 / `1___1 � I 1 - - - ��_ ._L � ,\, ; 1 ; , , - - t " .1 �, r! 1 . It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, t _ . �, I � ol . . . , � � � 1, ;L ,,� - _�_ -,, _ I I - " " . ` I I _­ - - I I , I I � � . 11 \ � ,� .. utility company representati I I __ . . \ , . �1 , I ' ., ves a minimum of 48 hours in advance of any excavation. - " - he ontractor shall contact all -1 � / I . Lyi >_ \ I L ,.-Ill , 1 - " ,�.,, i"i -'�L It C I /'­ I C _1 7 , , \ _/� - , I " � ,� ­ 11 1, . ___ , �� \ /�- -----------* _�,, i �� 11 - _____ I _,", \ I _ () %"'�, I- i� , I k I AZ � L 1. "*, i� �� ; I - , � I � i \ � tt � t L . . - I / i * I � �, I L I -1 �� !� b, Contact Richard Wallace 0 Verizon 821-4752 / - - - __ - - ; ) , I - I �, _V ! % . \ \ _­ I "_ �� 11 I I , � � "� I. L � . . / �._ / , I ___ \ I ____ - A_ -- �?, , . ,I ii� I i . . ­� __r 1 31,3.47 6\ - I L � I � 'i �; I It ; 11 I , ej li - _� - " " , r_ �� \ `�- - 14.35 - 1, - � v� 1. t -1 . - !; Contact Dig Tess @ 1-800-344-8377 . _.. ____ :7:�­ __ ' "It­� -� - rn 1, , \ . I ,� I , 1 -, � , 0. I / i " - --�,`\ - 4�_,�,, - I " I / I " � - ':�� - -- -- t 1� � " , __ _/1 .- - � 1, -, ll . I � : ; " !; � __ -, I 1 - I (11 - �T I "', ,% : , __ - I _-__ I I I . 1 31 -, 19 I �� � I. � LI 1� 11 �� ". i. - ___ - . / __ _� io . ".. I . , . \ \ \ 1. -_ -_ , ". - , , " I - , , __ - 11 I __ - d, \ __ . I, I t, - 'T� -, I h. Contact Gilbert Ramirez @ CSU (ELectrical) 764-6255 . , - , � t, 1, 11, .. / � , I \ . I "I C- - - - , , " . % , I .� 1, I -�. i it L I -.. � ! : __ , I . I I - -_ .1 I L\ -, i ---v " �� . 1. I i i� 7 - ­ - ----. / 11 I I L / - - _ ". \ I � :, L: -, :1 .., - 1� � , � � i. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 , : , : , : - , : :: ..... " I- , �, : - __ �, I , .- I , \ r 11 _. I �1_ I i� t� i� ti� .- 1. 4- - . -- i _� I � � __ , . ; .. - '.I , I I .\ :. I .,: : � :.. ::. L . IP , \ I I ,�l V� ,� -- .�, 'L " L I _� I � I ___ _ - I / I - __ - , I I , " , I . ., .1 . 11. --- ; , -1 i " P -i , '. � I � , vi, ; L / . � __ - C - _' I - , � �F"q -1,,V . " - . I . - I \ , � LOT 1 Z, I- I " , - .--- __ - ��L .. \ \ . . L. L L �'­: I L. *: I 'L, &� LZ) _-.1 i V - t I--, 11 , - �4, �", i; 1 . / __ I I I L - t . i� � � .: L , - VI ..:. . L __ : I � ,_i- T� I _� Ill , 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street BLOCK 1 1 / - 1-1--i , . o A) . . ��,`ii '_ - , ��iI � ; . __ . . / \ I : .. . . L L L , � 'L , ' __ . A - �,�, - 61 , � \:: I ''.. I. I - � k ,_. , �, - � t, - - � . .. I ­ � I � " , - . / 11 - . . ILL. � .. L r- L L L L I � I - 71 10 �r,,00', , .1 1.� - I I \ �', .-f- 1� 11 � Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2008, and BCS Unified Design Details. All - _ __. _. __ - ­ - dr;� ! ­>, _ . - . . .: \ L : L . ' � . - !y, 'q, - _ � � ., I - i, , L�� 2818 PLACE LP. /_ / I " I . , L , _V% - I . , � ' . , . , Z I ­ , , ___ 1, I il � I " 31)L.21 .. . .. L ­ ­.: \., '., L'' L , �.. �, ,.. .:. - _1< Sekbo , I. �.� \ �'� 11 I 1, __. !I " inspection shall be pe -formed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. TWO LIVE OAK .... . I � I I . � . I'', &. 1�, "'k I, 0 1 . , L L. :i � __ ____ __/_ - ': . �, \, I / .. 1 4 � I ..,. I.. L.\ " L � ' : :' ' L , " Z ". �,�x, " i, t..'�, i I I , I - . - , I I I : : I � :L ':L:�* O' I � 1. City Engineer. I CENTER �', __ __ __ __ . I : /I � I - I X ­.. . I I : .1 .� I 1. .L �.O, . - I I � � , I � - , 1� I , , 1�, ,-% � ,� " L " . /I \, ,�: L : , : : :1L I. . L I . - - .1� - 'A 11 � i. I �, 1 i "� ; . ., I : 1� � al 3445 / / ; "I I " 1, L . .1 .:: 1: . :� . � :,: ­� 314.02 1 __�� � t"i ' , Ir- ! from the City /,7 . / / � I , I :: .: ':L L ". � , . 1, L L L ., :- L , I . I 11 il� L," kk v - � 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approv ! STORM WATER I I �_ 1. L .1 "�. r � if Y, , NE I/ " I , - , I , L: I ... , � %� i i, , STE 1400 1 . . - . : : I , L, ' / I ". I ,. I . L : :L , \ � �,.x \ �-, . �l -- , Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal , ,, �, I L': L: : : :­ : L , :'L: I � ., .". , ­ :­ . I I" � , 1i " I � I . . , . L I , � - AT ., ': L � � ". - . L L .UU - _-) � i'R ­___ � it . LANTA, GA 30326 //' / . , X ;, -_ � 1� � 1� 1., i, - POLLUTION PREVENTION PLAN I I/ ,/ / N I . : 11, ED 11, � . L , " , �t, ,' -- ;, -, g �' 11 . / 1 '/ I �L . I I : : \ : . I1KUt1Vb L L - . ,"�` i " Ro W , - ;. t - __,� _t"I'll , q . r the engineer's time spent reviewing charges and redesigning �w ,. , . : LEASING�. L , . : . - - i , 1, 1; '. �,, 'L I t_z. where applicable. The contractor shall be financially responsible fo p I '. I �� \ .. I :_ . :-, L � __ ,� �- I, � c, i ,5 1,� �, GENERAL NOTES / I / / I I IL: TRAILER*' � :L I 11 : __ - - ---17-,. , All . I � , _ ,� - � . , .1 � :L I L, , . I 'i , - ,I " based on contractors requests. � It I 4 .1 I I 1, . . 1 . . I .L I 1, I .� , I , :00 it, ,_ I ! / . I ,�:L.: � ::, �. 1 16.0 '_1 -L 'L� i�. I " I * " --L__ _ �j,� 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state __ , , . : _: . : ::.. . —, A L , , � z . - , , I 1. , ,L FILENAME: G"vcINot=-GenConst-PP`P-8CS,dwg , , n k . t I -, I I , " 1 . :: :� : L : L L I :L I : ' L:: L 1� , 1_14�_ �. 'F� , - It � _ / �____ /-N " / " 1 q .L � I :. , L I I . . � 1� t it I - a � PLOTTED: 03 Sep 2007 - 1:57 pm . 1. I ..: �. I L � I --\-!�, k V 1� � ' � .1 / ____ " I ., , , . � �, . , I , "L, -,, ,,�,'fjz'�' ` ­.- IZ _' "I. , _: ' "I'll ., � - � � "� \ li / � / ._� I --I I , I I 1 ',, : LL: .",:_, I � I I I L: , "I ... . 1, 'I ,� I , " L_ , , and local regulations. GENERAL , I , q� L � L - - J I ., V, I , I I I . I I L 'L ill�zll , IT �'t .1 . --:z__ � __ .11 , , I . I I . L L L " "� � / - - � _1 )./ . . . 313.63 . ; - it .- _ 1, � , " ,� � _N " I � . .­<�. ­ , , , L L I "' ��"` L '_ .1 I ,11 , , I - �� ,_ i, 5. TRENCHING AND BACKFILLING: All trenching and buckfilling shall conform to the specifications set out herein. Testing shall be . " I /L % : � . : �,< !� 11 .. " � . I L "" , 1 .4 . " 1%,c9(o. - � � ---- �) I ,. " .. � L � , . I `­' _� � . "I , ..� ,� ,_" , I , L . � , % ,, , , i , I L' L , , . , : �� I L L - - ��'T � . I , . � � shall , " � � I / . , / " I , I 1. � . ­.. - '­ � : :L : ' L. : - 1. , � "� -, I . provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall 1 . All contrac or vehicles, including employee's vehicles, park within the __1 .1 / , I _L- ) L,, ­ I i,� tir �% 'k �, / I I' I I "', / 11 I I I � I , b . _- : . , L L L L I,' "I ,_,�IfZFI�, �__ � I / �\ '- � ill -A, the public streets adjacent to the work site . . "11, , ­� , li, " I Q _� �,, %r5L � be at the expense of the Contractor. Structural areas shall include all sidewalks ord shall extend 5' beyond the curb lines of all project site to minimize traffic on ... L ­� - - � ,� , I � . �Iwll v,1'1�1`11 � 'k I .. , �,�IWIIIAVI __ I I . . I . . . . L I I - L .'�;�' . � , � - - 11 ,� , , rance. Cont , , , , , / .- I , , 11 .,. ,:. .'. . . , �, ��11_�W�l 5! -1 -%,.� 10 -, 1Y octor will provide sufficient parking areas to accommodate his . I I : ::�::.:.::.*: \ 1,�-. ,� `�,� 11 V 1. � / � , SILT FENCE - , I I I . :-1.1�..I: ,,, /X � � * v, , ., f, " streets, alleys and parking areas. ent r destroyed by vehicular parking will be repaired / ". \ I . �. . � , - 11 � vehicles. Any creas disturbed a , / , - \ , , , . , I - � , a I /r, / . . I . I 1, �_, . I . r . L ',,� 3/4" Meter - III, \ la_�, \ ki% k, " 1. I/ I I 11 /I _,'_ ,2 , " , I 11 .. " � t�i, L_. " " �­ , 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities neor of project. �. I , � � ` " , ��, , " / , " "I I , " '', I 11 - I -1k -, I -I. � _� ;, � X� - ,Service line to be , . , -A t", ty of C.S. to original condition prior to completion L I / I 11 � - / . I I , ,�, -1 1\ ' I I", max bury with � � IA -� T,_ Ill. i� ;.,00 '. energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the Ci / i I IN 16.0 80 LF, of 3/4" ,� -, 1 1� a , I I.. ,� 1 I " / I �J " - \ % ,\ "�� " )�,, �,�,, k Electrical Division. 2. Contractor s al en ure at no dirt from the project accumulates in the existing I / � 7,��'. - � . -, I � li I .� \ 312.63 WL (TY .K Copper) angle, ball valve � i, I - - !A \ %,X,, . �, :or debris from the project site accumulates on adjacent streets, the . � I / \ �1. � . I � - __ Z_ I streets, If dirt ,.' 11 , I I 1� lit, IA 0 ,; 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All � L point to terminus � 1. A, �,, - I , I I � / .� 11 / �_� I I � �, _ - contractor shall immediately clean those areas. I � / ,� � , , I il- ` " , 11. / . l .- I " \ I I I \ N�L I - I _­_ _.� 1. . materials and equipment shall be both furnished and installed unless otherwise noted. ' , " , ,� ,.,. I t '\ ---- ",', lik, / I", . . / k�j, - . \ 1FA ",'1 TIE INT� _ I I " - .� I I - i Ions. - / _-, , I " I .., I . , �. :� �, , . ___` ->�% 8. The Contractor must provide construction staking from the information prov de on these p 3. Contractor i shall place erosion control protection at appropriate downstream . / " I �', - I I L . I W "t, '' - . / � I �% EXIST 6",, S � 'It - . - . _"�, .. I ,. , , - � \ '.� � ,� iiL 9. All soil exposed by construction shall receive cellulose fibermulch seeding. locations to m nimize silt and debris from leaving the construction site and / - __ / / /', I I ..�.,. ­�_'> . I �, I 11 � _11t� It /_ . � q 1, .1 k �� �, 1. �__ I_ -, 10. Trenches may be left open overnight if properly barricaded. entering the di'loinage system. . ___ - ______, / , .11 � ." .11 ­__ � "I.. 1) I �, 1 . � \ ­ � I � I k -� I -_- -, / ___ 1- , _1 , � . I . . - i . - / /--. I 1� I" ".. I Std. FH Assembly 1� � E� t I -, y 11, i i -I � 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate : - I . L I __ '- ,. � i��i "I., I—, __ � ". k ,� --- �­ � . 1�__ / . I .� ,� I 1. V. I, \ . �L�, t � h down area of , ) �, ., ,,� 1� I " ­ .- ,__ .�­ __ 4. If req ired on the plans, the contractor shall maintain a vehicle was __ -Z!>J,____ � '. . 12"x6" MA Tee ,L, �': 1, ��.', 11 ,,,%. ---,,---. items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. I I I , L' - L 1 � - , -, ,_ , - . L, " / (3 -, � � I \Q L: L�_! , .. �, � __ ---. � pay sufficient Size and in a location to facilitate cleaning his vehicles prior to leaving the ,, / " - ,�, ­ �L: , , __ � I I ., I I - ` 1. I'% 1. i, _� - � . , , . -1 , __ L L,, 0 1 . 6" G.V. & Box LL, . �,.;�: R=25' "i- --- k 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust the location of ," ___ .,�, � I 1. _� L L - - ��.,_ _., work site. � , " 1, ve " -1, 11 I / ,__ � L ,, ', , I ,'. 6% 3/4" Topprig..Sleeve I 1-1 . L, - ., Ll:�!, ' '�..;%'L � � L� , - L , � -, I IL I : IL!,L i - L�!� � � " I . �C­ � -, . �11I - .r: L::.L . -, Jf� \ ,� _� existing facilities. / . __ , I �, . �, & Valve - .L - - ___ �-, "k �, . _­_ � "" , '. I .", U�,., - I.. . _.- iiL.r '­I��"�_L;,;,L,'L __ _­ __ - �, �, Y'l 11 13, The contractor is responsible for traffic control. This is not a separate pay item. 5. Once vegetation is well established contractor is responsible for removing all , / . _,__ " "', I I", .,." " - L,, ': I ­:::�,'O�L��­�� _,_ � ., .'. 1� 14. Temporary spoil areas will be identified on site by owner. temporary erosion control measures (i.e. silt fences, rock check dams, etc.) __ - ,, 1� � "I �� I __ 'L�_ _ . ­_ . ltl'l � � ,� , - .��L�:L_ .: :I:�L I I � ? `-� �----, 1. ." 11 �, / -% �'. L ­,L�`:,.��! - \� , - I I I . CONCRETE :;L�":,�.;,�,,'��L,L,.��l-.LL,:""�� " 11 . / , � 1, ., ) � ,',��:,.��!, "i "'I" -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any , , ,", 'L . � 11 � ., I I . LL:L. �F;%�L� %. '�L­L�j,,,i� � I 1 15. All roof and ground - "' '/�L ' '.. - � .L :L: � L ' %�':�.� I- I.- - 11 �� 'A iral ontrols shall be installed as soon after clearing as practical and I ", , 1, ,�_�, .., ,I, L _-L � L'� .. ­ -:;1.1 %'Ix, -1 . '_ L,, . / ( \\ �_'D_ _­­ __­­ , I , , .� � ILLL' - 11.1 �_:� j :L!' __ _ � - public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such maintained in Cod working order until the site is stabilized. , / 1'� __ __ ;, i " / I I APPRON 6. Structu -1 - - �, _/-1 I , � 1, \ ,� " - ., I L ,. - , � it, . - I , . L: - , �, - - ___l 71 �i ___, - � ,� " , 1, . I, L.1- _-L ­LL'I:'-. ., t __�, �� �, 1, -, �:�:L 'L��,::L,I, L . _..�% �,k a unified appearance. I ., :-I -L 1­:;�­��;­ ; - , i -i � ,. ,L L : .., " / ..�_ I-' -­­­ .. _�_� _ __ I - I ,." "': , , - , 1. , / �, 1�1. 1, _ ' 0 � �� 1, L , - L C - . screening shall be coordinated with the building architecture and scale to maintain J,,, -, , / L�� . - �:,.L L �­ % ­­:­,� � / � , .� "� LL L- J: - �L.: �­ - �,­,:�L]LIL�:L,L:�,,�, L _ , - . , 'L L I LL - - �;­: ,��lz:t­ _- i�, v, 16. Exterior Building and site lighting will meet the standards of Section 7.10 of the Unified Development Ordinance. The light \_1 \__1 .- __ " _. 11, 1, 11 .� � - L., L � .L � -.-, ,/ I . ____ . �L, 1, ;� Alternate structural controls may be utilized if approved by Engineer. __ "L� I I . "L, .� I \ " ''I f'� -:�'� �­:"�; ��', �� L" ,, I - -- -�� ," Fixtures will be mounted in 7. I'� I - —0-11111"11111111111ii,i,iiii,i,ii,i,iiiiiii,,iiii,iiii, .., L� 111 1 L: L - i ­ . i- . I" � L - , �'. _ ��.' - �, - - L - I � I - L I L 'j-:j��!�, � ]i� . ., , _ source shall not project below an opaque housing and no fixture shall directly project light horizontally. __ � - 1 1. , ,� I , I --- n . . I-",- ',�,_ I � ; �11.,� 11, I L.., ". �11.:­� 11, -.1-1, � " I I.` "�. __., ­ 8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and - � I I . L I - ___ � - \ It such a manner that the projected cone of light does not cross any property line. I , L , - , � . I �I�:L - ,� , , , -1 I ,. . _ ��:.,'_:­� 'L.LL",''.' � es or completing and filing the appropriate forms. I ­ 11 :, i 1� is r - __� �� � I �', I" _�, I", L" .1 I I 1. ��. - ,, .,'� _ ��'_-LL-, I . - "'� : I : ; : ; 4: ponsible - . . . 'S I 'L I L 'L �, �,_, I 1. �1� L .% I r -­ onl The trailer and orkin area is temporary in nature and will not be strined. , 1, I", . I,.. I - : ` ` � ­ �_,, I ,. Porl, ng s own s or n orma ona pu p J. I � - ".. I \ % 11 - : � � �, � ::: . I ". � ,., - I I , � . I 111; 1:� :­­_:_�­­ " , - 1� I ". �. .1 � . ,� � 1'� ---/ - -7 ,� . � 11 - .1. �� - � - .� - , � I , . I ; , " " " �::, . _7 � - :" - .1, 1� �� A, - _"� L :1. .1.11 �, -, �:�i_ ,� � i 18. The leasing trailer and associated improvements shall be removed when Certificates of Occupancy have been issued on 95% of . . , � � - � /1� , I � i I � _ --. �� * - ." �� __ -.1-i-;- � , I 7I I— 1i -- ­� I—- .. . __ , - . __ --- --- - -- __ - _­ ----,-. /2 I/ --- ­_­ - ­­__ Approx. Flood Plain - -, =. ___ -1 __ ? ,---" - __ ) ; ! / Zone "A" ,---., �_/ I --- I 11 , - . I- I � � , , , �� > I p ,�,__ , /,­� _­,_ _.___.__ -, __ � " ,- � I" -,­ ---- --- _�_ _��,_>__ `�, � 1, I � � __ I . ,- � .__-_____1__-_ .. 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" -,.-- - ---- ------- , � ,_ �1, ___ - - ''. - ­_­_ , ­_ / ____ - - ---.--.- __ ----:-:--------- __ -:--- _�___ - - �""�, ,-,, 1, �', __­ , - - --- - --- ___ " ,;__ - __.- ------- __ ___� ___ ,-.-- , I _­ - - - ­ ­ _ _ _­ - - ­� - _.: � _­,________ ....... __ _____ ­ ____,_-___ --- ------ -- � - I- , __ - - - --- - ­- _____ - -------- � I ____._ ____.____ __ _�_ --,----. ___11 __ - I-- -1 __ - I - _.. 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I 1.1- Cottages of College Station. : .� � ­_:: - . Z, ­­ �. 'L.- _- � ), %� \\,, 19, This project is not in a utility impact fee area. ;I,l � - �, .." r r __ � k'� -�', ,� ;�­, 1� i ` 1 '_ __, � ': � . - � �� 1Z 11. .. ­ , , �� �` 1, . , � ;.,; , ,, � - I t� "' ,.:% 1 , 1\ " , ,:,: i I I � 11;, ­ �� .. 11 I ---,, ` ,� - I � 1. 1" - .. . �:, I - - __ �,�% \ .'t, r ,: ­:� � It. __ -4K I GRADE TO DRAIN .1 .,� '. �, ­__ � 1�, \, .� , , - � ., 'If , � /�, 2 t'� Y I't --.,, )�_) )%_ , , \ " " -, -� -, ,-,ii - ,�, g, --.-- I- .- ��, N 1�. - .1.11 - - -, ` ,__�, .,��_ �, �,". I"'/ I , 11 \�,,�` " , - ,. ..", _,� I'T 1'­,e,��11�.�_�( �,, - -, -_1 -.�_ , - ' , � , , , , -le, A_�r _ _­ / .el",` ,/ ': ,_ " . -2,,-,. , I" � . . . � , ,, /. , C�,__;T _14 - �,,�', -, � *P�---,,-*-� , - , _. '. , " � ,4 , ­­ 0') --" � ) ,,__-�, ", �,__ j %_,�,, --r , � , . , ', , " " , , .,�.."� - - " , . \ "I ­ ... - > � ,�', , .... .. � �_� � - �, - '. 1--��.-,-,,�7,,-��1--��,�-�-,,--\I::-.- ­­...� , � � e,� ,� ;, / , x - , - : �\ ,,� -, ,,.\ \ ,,, \ I , ; --�, -, ­­ ,�;�­, �, , 1, .r 1. I � , '. - ,�- , -11 � ", I , , i ,.,�?! , ,.-,I i .�_�_, ;, �_rl ,,, , � _. , ­­-� , ­ 1 '7, �1' '. " . , 1 � ... , , - � ) r�, � ,,,_,4 �, , . , , ., " . il 1, � __..,�� ,�­� -� .. r- - �J , I ..... I I - _,_�� � -, � ; �, / /r , - - _�­i _'_`�,' 1141, 11 __� - ­,�­,' /e'.,-� - , . ,,, , � ) i__ _e�I5 iw��, I ( 1r, � - ,� , , , -,, , . r,'� , \, 1, � , 1\ 1_, I 11 , 1...;�� \, ._,� " I'll '� "11, ,'\ 'N �,- - �- �\ , I , " 7:�", ., " , " ,\ \,e,: ,,.,\,�,, , \ / --, --,,- ,", ­�.�,, , N� r. . 1\ " " ,� ,X , ,�, 1\ . I , . , / GRAVEL PARKING DETAI _­,�Izts_ i REV EWE. -M FOR . I— ., �4 MAM., ,, 1, j,e, .. h 4 10 I � A N ' " I U C JUN 0 2 2011 , ! G�1k­­Ii,_1_,ii,-, -_1 13-,.!, io If,% . 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L L'SLZ A3, 13 `ONVISI NO im 3avnt)S :>12VWH0N38 103rO8d �4 dF' i 9Z209 bO- `d1NViV 00t L 31S ` `3N G2l 33�J1HOV3d 9 -b -b2 :213LN30 AVO ]An OMl `4 d-1 33vl d 9 L8Z *, L A00-18 Z LM 1 ------------------------------------- ct 1\ v V uuo� J/ a- a of t `S •F ttt� 09 L/2-b6L LNv�jl 3�JNd 229'9tr d -I `30Vf1d 8 L9Z dn8 3/N 9Z202 VO `dLNVIiV00-V L o _t `3N Ml 33211HOV!d 9-b-� O 2J31N3O AVO ]An OMI 'd-1 30v Id 9 L9Z o L Noo-l8 L Loi A\ 6` O� e t F S O � v � r� r 6t° r F / f i t / t / J / / / ff; �y a / r• f / f { f .Z -b N :S0Nl8V38 . L L'SLZ A3, 13 `ONVISI NO im 3avnt)S :>12VWH0N38 103rO8d 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 SEE SHEET RG 1 W, /�� 1 I \ \ t ` \ \ \ \ / \ \ � \ \ \ � \ �p \ 6 J \\♦♦\���\ a \--� �• \\ \ \ \\ \\\\ \ \ \ \\\\\ \ \ 1 l /// \I lI \I II ° t' jI\,1\\\\\1I\II II II IIvIl UcGti�I Uf'\r�1 \ \/I \I \(\ /C /\ / \! 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I 0 �- -A- � ry 3341 _ / // / // // �, \\\ \\ ` \ \\ \\ \\\ \\ \ \ \ \ \ \ \ I �7 \ / / 196 IFF 334 35 F 337.0 3 M 31 1 \ / / /// / \ ' \ \ \ \ \ \ \ \ \ \ / I 329. \SI L FENCE X Ml -326 /312 r I / N \ \ \ ( // % \, ✓///% %� = \\ \ \ r\ \\\ \\\ \ \ \ \ \ \ I 1 / l I rn I N 22 M / ;-334 F/F=334.90 P13� / \X �n l 331 / M \ ` M I -tss l FF=331.00 Xr3 PAD -329.7 / _ 33� 332"333 pi(-i(-i� 334 320 327 332 / 2005332 32FF=332X 9 =33125 1 62 N Nr. X3z34 MAD=3319M F252.5D / 3• AO -331.25 -_ 24 cr°v \ \ �a'` " ",�>t`i, / .'ti`s' PAD3336 34 75 \ f�� /) / \ \ \\\_ _-_--_ - �� \ \ ��\\\\\ \\ \ \ i�� 9 \ \ \ \ ►'3 \ ' -M 3A2 J / X334 X\' Te..isiburt \ FF -332.5D / N x-332 \ \ =332y N M 332 \ \ / \ \ \ \ \ \\ FF326. 0 PAD -33725 m0-331 / AD=332.7 PAD -3Y1.5 334 / NxN.7 ,r.r� ?M� 64 334 N FF=332.75 J%i \\\\�\ k\\\�\\\\\\ \\ \ N \ \ M 2D3 / 333333- 1 \ \\ \\\ \ \\\ \ \ \ X rn \ 332 / N \\\\\��\\\��\ \ \ \\\Q\ '' . \\ \ \--� M / t� 'AD --332 / / i- \ 3 \ \\\ � OD J?qM M ��1�\\\�'�\\ \\\\ N / M \ \ (� �a \ M �, 330 334 / IQ \\Q \�i1 oD \ .np \ X31 cv / AD= 7Ar jr'S�' Nm RN N_ 07 2 06 23035 L, \ r"3 P3N FF -3320 \\\ ra PD= 1114? 26. 331��oAS 55 4 .006v Ch /3�43333543�... 335- - /333-33 3c 3331\\ v - 40 27.25 - \\ / - - - - \ -�IIIIIIMooav,v o aow K326.00 \\\ I -327. \\\\\9)1 / - - \IIII I 111111(1 �Cf r�lof) r%)1) r% PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HULI EMAN URNEAPpRO% 200^ NORTH OF INTERSECTION WITH RW 2818. X= 3553481'31, T= 10199938'19, Elev= 322.23 - ~ - ~ CINDER BLOCK ,' _� FABRIC ' ( -- ` NOT TO COVER \ XN V%-- �- / . 1 DRAIN INLET / ----- --�, ,'- ~ ' ' L 318___ � �______ P��p/ � | ---- ------ \` �~- -- '~,~~�V/]`'`�`-` ` \ \ y�-T`{ \------`~\- \ � ^ (ZAKIn ` ~ \ | ' ''' � `- ------- -� \ `` SAND BA -- / ~\� ________ __ �_` /-1443rm ~ ' -- ' ' / -- \ (` ---- --\ ` \ ��`" ., ` ~' � \ . \ ���� �� TER r|� '.' ^ w'x��*�v� FABRIC HAY BALES _ \ \ � � ~ -_ _ _-J1O- -- �� ^ ~ � \ \ \ } � � \ \ \ ROCK - -- / \` ` ` auc ''511 UNMMSITY DRIVE EAS -------- �// 3/4^ TO 1-1/2^ ~ `uo�p| ~~-=- � -------`"-IN . /' /� ~.__ /) �\ Y�0`L\y\\ V\ \ `` 0U | ____ ------ --~__. \ | \ SU«c 204 --.._ . � --�COUEGE STATION 11 Tx 7784 � � `` . `_ __c*m OTE - -- ---- -- NOTE: AS ncw» TO mmn'�= -- -.__ ' - '-`~`E----/---6��1�� "�~,'�~'~=�J' �'~ �r|M�L \ i �^�ww��� ""=�"���-ADEN RUNOFF. THE PROTECTION ALLOWS DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/0R FILTER SEDIMENT grades. Cf sh-a�Q / CML ENMEMNGIM SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. L�[�C�Tfp\AO� Do, �D ~r]��GSITE PLANS * SL�DW ���������-INLET � � 5Amu Bxuu Snau- BE REPLACED urum rmS/ u/Gm or uc/cnmn^`/vm moilm SWPPI-00 -7_77 -wwwmtchellandi Fit 12` SHALL BE FULL \ \ \ ! \ » \ \ "OF MINIMUM OF SITE ENTRANCE " ` / / / ( ' \ \ \ \ \ \ \ NOTE: ^^' BALES ARE USED TO DETAIN AND`/OR FILTER---'SEDIMENT-LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TOSETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH ux�/m 6" MIN. DEPTH STONE VARIES -1 D448, 3" 00 AS 100 77689 DIAMETER) OVER T GLo|�x||�� FABRIC 50�� �^ \ WITH SAME SQUARE A_, 111A30METAL T-POST-,��,AS REQ'D. TO MAINTAIN. EXISTING STREET 309---- 310NOTE: 01HAY BALE ---y/ 6" MIN. DRESS WITH ADDITIONAL -312STONE AS NEEDED. A _Z_STONE IS TO BE MAINTAINED ______3SO AS TO PREVENTscidwGEOTEXTILE FROM TRACKING MUD ONTO 7FABRIC ADJACENT PUBLIC STREETS.SUBGRADEEROSION CONIERVOL ALONG DITCH A-ACONSTRUCTION EXIT SILT CONTROL -318 P000.GENERAL NOTES:321SEDIMENT CONTROL FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER loFASTENED SECURELY TOHAVE BEEN BARED BY CONSTRUCTION! SHALL BE -ADEQUATELY tWP1 -03)BLOCK SODDED OR HYDROMULCHED AND WATERED UNTILT-POST & WIRE MESH FF 170GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASSD=325 258" OF FILTER FABRIC TO EXTEND JMETAL T -POST IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS 172AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF + NSTRUCTIONWITH COMPACTED BACK FILL f 4_7�173SPACE 5D 6' APART LAST DISTURBANCE. V FF=32 50 EXIT SILT4T PAD=32625 Fill SILT FENCE HAY BALES TO BE DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY ACCUMULATE. ALIGN FENCE - SILT CE FF=326.50 uu�u |m xx�*� ur |uuxu' / ���_-' DRAINAGE FLOW. -175 FLOW "�-> � ' ' , .\ \ \ \�\>- J | /' / �� / , / / / / '� «� ' `\ / / / / / � / '��~� - �-�� '�� ' 4^X4~ MIN.TRENCH 4~�� | ` \ \ \\�v '/ ' ' ' / / / / / - m 20^ ' � ` ` ` � \ . / \,\\\U /\ \\ \ \ .' / / / / / `��� // �� Of - n� � C14� _�_/- ~~ CY10 176AlSILT 'U"fFNICE ASSEMBLY coocli 326 .57-17 27,011FF-328 25PAD=327.00 17D -,X r- BRYAN COLLEGE STATION INDICATES THE rA0 M APPLICABIUTY OF THE 326 C'. CESTANDARD DETAILS TOSTANDARD STORM WATER DRAVANGS. rr IS NOT 1 11INTENDED TO CERTIFY All .4f326THE ACCURACY OF '2iOf 40CTrY OF BRYAN THE DETAILS. \hPOLLUTION PREVENTION DETAILS15> CONTROL328 SEDIMENTATIUNALONG A DITCHMD BASIN309A 184BASIN FF--M1.75COKFF=.l I100.75N 140318629,11032X j k'\7�j � '1' '..) '*- --- . \A LIN .2CrProperty Line 32X 197000.00 Existing Grade 12 0% C*4Proposed Grade 100 332> "1734X_ X_ / 1 '3�,T *:) 6�i ' \\A%FF=334M PAD 332 1\TFENCE 115 j 38SILC14 22332Ali PZ='331.00 (t� Q). - - AP -2011334I [PA. 3.3375 _X 1 -1 COLLEGE STATIOtT328 C4_�A 27 2ER 332 \\��~/.01% \ \� ` /20 -334 3��= ]25. mJy81AV.13 334-J A tt fi v SEE SHEET loe SEE SHEE,', � RG2 w TOP 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 90 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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L _ _ - - --: J A J � �/ � ! — - .o-..Src - 4 (/ ♦/♦ \�------ I s .o I — — \ Col �� \\/ 00 \� .i w I I --CA S00' 00-00.00 E I rn j 1 I P I W r.sisuniv ......................................... ------- —,, I w I -L N . to \ w / 01 co to li w to 00 14 Ln Ul o 1 I LJ Ln CO \ \\ CA j c 10 j 1 I 1 ----------- s-----------uw-� L-------------------- _ ✓/ ' �'/ V 4% 11 p N I L---- --- "� -- I L 1 1 w I ( cu Do T \ �\ 14 \ iv \> co to r i i I I I oo) I \\ \\ J 1 -- --0,Nliv OD 00 — , co \ N r LnLn ol ,I — -- ----- I I I I I I f I cn N N � � 'P W j I---- •• — � I W �,/I ! p f\,J) Ln.P t�Jl N � p J ^ \\ � tC � �'•.. g L_— o __ I w 10 w w w I / \ ` v /^ L I J IJ----- ,, I . 1 i N 1 1 w ,p Ln ( ] C� 1 / \\ / / > \ v Imo, .�/' ,,. i I 00 I i OD-- I � �l I � 1 I / • u / / \ . \ I I oor \\i I I 1 O I 00 / IF I OD Ln � ice^ \ L-----�'•------ I �— —� I _ / j \ \� % OD 0' N `\ ✓ i v OD 0). I v I 1 co o co I I ao I 1 I I v j I I I °, _i .... i I. ►� 1 I I I I II I I / S/ / \` v \ I I O \ N0) CD w 00 h /\i 0 v/ o W \ i I I v i I I I v I I v I I i t v I I rn I 0010 \I I I I I L J I I L J I 1 .p vo \\ I rn I i �, I I •� I I w N I i , I y l p j i o i O\\\ / � OD I I I I O v \ A `\ . `\ \ U.Lj- I I I I LIU I I I I ITHTIL LLI00 ....................................................................................................... 00 CJ 700 c J Frl / i r r i � / PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE AP%X. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 �� __.... i - SIDEWALK LANDING SIDEWALK -_- ------ AREA _- HANDICAPPED PARKING 11( A I T I I 1UrN11rIt AIIUr4 LVL;U lU BE PAINTED ON PAVING LOT 1 (&HISERIP SES BR BO S BLOCK 1 BLUE BACKGROUND) 2818 PLACE LP. % �, rf TWO LIVE OAK. -% - - - - - CENTER 3 ,,451 PEACHTCREA "' I 11 / RD !,N, E, ESTE X1/400 -- , 24 1�I,4ME ATLI��TAGA 3 -$ / E iI I 1 11 I 3'03 6 �� ZO D: A -o HC SYMBOL DETAIL / NTS ZONED: APPROX. R-4 FLOOD �r HONE "A" / Detention Pond Area HANDICAP SIGN - SEE DET. - 4" WIDE DIAGONAL STRIPING 0 24" O.C. (WHITE) HANDICAP SYMBOL (TIP.) D PER PLAN 8' MIN Ire ydrant .ssembly I re ydrant ,ssembly V Wilt 7%=10-v' Sanitary Sewer Manhole-TYP Fireplace TYP I we re Hydrant Assembly /, go NTS DESIGN/TED \ PARKING SUITE 204 ONLY PUN & DESIGN SPEMALM IN CML ENGINEERING ; F1YDRAULICS HYDROLOGY * UTILITIES * STREETS \ _ GENERAL CONSTRUCTION NOTES: R #F-1443 \ 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, E,G I, the Contractor shall contact all utility company representatives a minimurT of 48 hours in advance of any excavation. Noma] J N C m rno= a. Contact Dig Tess @ 1-800-344-8377 Lot ` b. Contact Kimberly Winn ® ATMOS 774-2506 11 P C. Contact Mike Lavender 0 Suddenlink 846-2229 Vj pO lock 3 d. Contact Gilbert Martinez @ College Station Electrical 764-3660 1.1_ N 4J w e. Contact Mitchell Gas ® 779-4460 ACRES f. Contact Union Pacific Resources ® 778-8525 0 g. Contact Richard Wallace @ Verizon 821-4752 DN PDD h. Contact Butch Willis 0- College Station Water & Sewer 764-3660 a� i. Contact Showndra Green 0 BTU 821-5744 o- / 2. All construction shall be in accordance with the current City of Colle a Station (C.S.) Standard Specifications for Street 01 2007, and BCS Unified Design Details. All ®_�♦ inspection shall be performed by the staff of the City Engineer of C.S. Al� 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 WIN/ / Engineer for any substitution prior to Construction. Requests for changes �hould include product information and an engineers seal V 1 aw where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. � wJ 0) Q � -J CL w Q ®®`e L �. or� OV LQ O i I i Ire ydrant .ssembly I re ydrant ,ssembly V Wilt 7%=10-v' Sanitary Sewer Manhole-TYP Fireplace TYP I we re Hydrant Assembly /, go --MARKET STREET / 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Stan and 29 CFR Part 1926 Subpart P. For general / / requirements, see Sheet S3 for details. Q R.O. W , 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shah be provided by a certified laboratory, at the Owner's expense, to verify thesel standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all s dewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. % 6. It is the responsibility of the contractor to comply with all State and �I Federal Regulations regarding construction activities near 3n- -- , energized overhead power lines. Additionally, the contractor shall coordinat all proposed work and procedures with the City of C.S. 15Side Electrical Division. Street 7. All materials & labor not -identified as a Separate Bid Item shall be lonsidered subsidiary to the item in which it is used. All .1 4-6t d Ire ydrant .ssembly 4 materials and equipment shall be both furnished and installed unless o e Ise no e . Setback B. The Contractor must provide construction staking from the information'provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seedi g. L / 10. Trenches may be left open overnight if properly barricaded. C ( C 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and zany other Public or Private Utility, etc. are not separate Z r u Lot pay items. The 'Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 0 12. The contractor shall coordinate with Suddenlink Communications, BTUJ Atmos Energy, and Verizon to adjust the location of _-i ( c k existing facilities. O12 • C 13. The contractor 1s responsible for traffic control. This is not a sepa ate pay item. :71J 14. No spoil areas are `available on this site. �7 ' 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any CIDpublic right-of-way or residential district within 150' of the subject lot, r easured from a point five feet above grade. Such • O screening shall be coordinated with the building architecture, materials, c fors, and scale to maintain a unified appearance or shall use evergreen landscaping;to tiscreen . TO-CS,LLC 16. Certificate of Occupancies' 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. 17. For ADA routes through complex please refer to Grading Plan. 18. All signage will be permitted':separately. /148 19. All onsite signage shall utilize custom decorative sign posts as described in the project specifications. 20. Exterior building & site lighting will meet the standards of Section 740 of the Unified Development Ordinance. The light source 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 T Road Construction access has been provided. SITE PLAN NOTES: 1. Name of Project: The Cottages of College Station 2. Legal Description:: Lot ,2. Block 1 The Cottages of College Station Sul division 3. Owner. Rob Howland, C.O.O. 6, Capstone - CS, LLC ,� �, 431 Office Park Drive O ,n r�� Birmingham, AL 35223 .O s (205) 414-6416 4. Engineer: Mitchell & Morgan, LLP. O^' 511 University Drive East, Suite 204 v, College Station, Texas 77840 ti (979) 260-6963 '\ I 5. Zoning: PDD - Planned Development - Granted by Ordinance #3137 6. Existing Use: Undeveloped Vacant Proposed Use: Multi Family 7. Setbacks: Per City of College Station Ordinances 8. Site Area: 54.4 acres Density =6.78 du/acre \. 9. Water Demands: Min.=O gpm, Avg.=94 gpm. Peak=378 gpm 10. Sanitary Demands: 136,050 GPD 11. Proposed Development on' this site is not located within an impact fe area. 12. All "master metered" buildings/units must be plumbed in a manner t i be able to be individually metered in the future. 13. All FDC's shall be identified with a placard placed on the building facing the parking lot stating FDC per the Fire Marshal's direction. 14. Number of Bedrooms = 1352 Number of units = 369 15. Garbage collection throughout the site will be accomplished by individ 'al door to door pick up service. Part of this site lies within the 100 -year floodplain boundary per FEMA's Flood Insurance Rate Map panel OH 48041 CO182 C. Effective Date: July 2. 1992 Electrical Pole-TYP - LOL J Block 1 9.82 ACRES ZONED: PDD I" NF L PSTO N ,LLC Rem. 120.76 Acre 8900/148 Legend Property Boundary Easement Fire Lane -FIRE LANE - FIRE LANE- Water ANE-Water Line WL - Sanitary Sewer Liness Electrical Service , uE 1 Phase Elec 1 o 3 Phase Elec 3 m 600 -Amp Elec em-mp Contours 310 CAN Underground Telephone _ UT Typical Crosswalk Location Setback Line ....................... FDC > Cleanout 191 MH o Street Light + Transformers 19 E Fire Hydrant 0 Water Meter [B Sidewalk Drive/pavement „ Area Area LLJ NOTE: 1. ALL Radius & Dimensions Shown are Measured to F/C, Unless Otherwise Noted. FIRE NTS DESIGN/TED \ PARKING SUITE 204 ONLY PUN & DESIGN SPEMALM IN CML ENGINEERING ; F1YDRAULICS HYDROLOGY * UTILITIES * STREETS \ _ GENERAL CONSTRUCTION NOTES: R #F-1443 \ 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, E,G I, the Contractor shall contact all utility company representatives a minimurT of 48 hours in advance of any excavation. Noma] J N C m rno= a. Contact Dig Tess @ 1-800-344-8377 Lot ` b. Contact Kimberly Winn ® ATMOS 774-2506 P C. Contact Mike Lavender 0 Suddenlink 846-2229 Vj pO lock 3 d. Contact Gilbert Martinez @ College Station Electrical 764-3660 1.1_ N 4J w e. Contact Mitchell Gas ® 779-4460 ACRES f. Contact Union Pacific Resources ® 778-8525 0 g. Contact Richard Wallace @ Verizon 821-4752 DN PDD h. Contact Butch Willis 0- College Station Water & Sewer 764-3660 a� i. Contact Showndra Green 0 BTU 821-5744 o- / 2. All construction shall be in accordance with the current City of Colle a Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer andenerals, 2007, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. Al� 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 WIN/ / Engineer for any substitution prior to Construction. Requests for changes �hould include product information and an engineers seal V 1 aw where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. � wJ 0) --MARKET STREET / 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Stan and 29 CFR Part 1926 Subpart P. For general / / requirements, see Sheet S3 for details. Q R.O. W , 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shah be provided by a certified laboratory, at the Owner's expense, to verify thesel standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all s dewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. % 6. It is the responsibility of the contractor to comply with all State and �I Federal Regulations regarding construction activities near 3n- -- , energized overhead power lines. Additionally, the contractor shall coordinat all proposed work and procedures with the City of C.S. 15Side Electrical Division. Street 7. All materials & labor not -identified as a Separate Bid Item shall be lonsidered subsidiary to the item in which it is used. All .1 4-6t d Ire ydrant .ssembly 4 materials and equipment shall be both furnished and installed unless o e Ise no e . Setback B. The Contractor must provide construction staking from the information'provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seedi g. L / 10. Trenches may be left open overnight if properly barricaded. C ( C 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and zany other Public or Private Utility, etc. are not separate Z r u Lot pay items. The 'Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 0 12. The contractor shall coordinate with Suddenlink Communications, BTUJ Atmos Energy, and Verizon to adjust the location of _-i ( c k existing facilities. O12 • C 13. The contractor 1s responsible for traffic control. This is not a sepa ate pay item. :71J 14. No spoil areas are `available on this site. �7 ' 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any CIDpublic right-of-way or residential district within 150' of the subject lot, r easured from a point five feet above grade. Such • O screening shall be coordinated with the building architecture, materials, c fors, and scale to maintain a unified appearance or shall use evergreen landscaping;to tiscreen . TO-CS,LLC 16. Certificate of Occupancies' 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. 17. For ADA routes through complex please refer to Grading Plan. 18. All signage will be permitted':separately. /148 19. All onsite signage shall utilize custom decorative sign posts as described in the project specifications. 20. Exterior building & site lighting will meet the standards of Section 740 of the Unified Development Ordinance. The light source 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 T Road Construction access has been provided. SITE PLAN NOTES: 1. Name of Project: The Cottages of College Station 2. Legal Description:: Lot ,2. Block 1 The Cottages of College Station Sul division 3. Owner. Rob Howland, C.O.O. 6, Capstone - CS, LLC ,� �, 431 Office Park Drive O ,n r�� Birmingham, AL 35223 .O s (205) 414-6416 4. Engineer: Mitchell & Morgan, LLP. O^' 511 University Drive East, Suite 204 v, College Station, Texas 77840 ti (979) 260-6963 '\ I 5. Zoning: PDD - Planned Development - Granted by Ordinance #3137 6. Existing Use: Undeveloped Vacant Proposed Use: Multi Family 7. Setbacks: Per City of College Station Ordinances 8. Site Area: 54.4 acres Density =6.78 du/acre \. 9. Water Demands: Min.=O gpm, Avg.=94 gpm. Peak=378 gpm 10. Sanitary Demands: 136,050 GPD 11. Proposed Development on' this site is not located within an impact fe area. 12. All "master metered" buildings/units must be plumbed in a manner t i be able to be individually metered in the future. 13. All FDC's shall be identified with a placard placed on the building facing the parking lot stating FDC per the Fire Marshal's direction. 14. Number of Bedrooms = 1352 Number of units = 369 15. Garbage collection throughout the site will be accomplished by individ 'al door to door pick up service. Part of this site lies within the 100 -year floodplain boundary per FEMA's Flood Insurance Rate Map panel OH 48041 CO182 C. Effective Date: July 2. 1992 Electrical Pole-TYP - LOL J Block 1 9.82 ACRES ZONED: PDD I" NF L PSTO N ,LLC Rem. 120.76 Acre 8900/148 Legend Property Boundary Easement Fire Lane -FIRE LANE - FIRE LANE- Water ANE-Water Line WL - Sanitary Sewer Liness Electrical Service , uE 1 Phase Elec 1 o 3 Phase Elec 3 m 600 -Amp Elec em-mp Contours 310 CAN Underground Telephone _ UT Typical Crosswalk Location Setback Line ....................... FDC > Cleanout 191 MH o Street Light + Transformers 19 E Fire Hydrant 0 Water Meter [B Sidewalk Drive/pavement „ Area Area LLJ NOTE: 1. ALL Radius & Dimensions Shown are Measured to F/C, Unless Otherwise Noted. FIRE NE DESIGN/TED F.979.2603564 PARKING SUITE 204 ONLY PUN & DESIGN SPEMALM IN CML ENGINEERING ; F1YDRAULICS All curbs and curb ends designated as firelones on plans shall be painted 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. M 131 FIRE LANE M ® Iffi EM FIRE LANE ® MR IM FIRE LANE STRIPING 18" x 12" See Ordinance for additional Information E LANE SIGN MITCHELL IVA, Ilt M, MORGAN TX Firm # -1443 T.979.26016963 F.979.2603564 511 UNNERSITY ORNE EAST SUITE 204 COLLEGE STATION, ; TX 77840 PUN & DESIGN SPEMALM IN CML ENGINEERING ; F1YDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS www.mitchallandmorgan.com R #F-1443 07/05/12 OF 9 VERONICA J.B. MORGAN ....................................... .�� 77689 } °F•G�STE�'��� } S'/ONAI E,G I, mnm C,1 Noma] J N C m rno= o 0 P O L1_ Vj pO a kti O^ 1.1_ N 4J w rl" V 0 a� o- i Q) U) � V 1 aw � J Q)C � wJ 0) Q � -J CL w Q � Q L �. or� OV LQ O i I i S21 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 Bike/Hike Trail OUTSIDE f LIMITS rf� Plan for Berm Details 20' Rear Setback Trail Node Bike/Hike Trail OUTSIDE CITY h LI M ITS Block 1 9.82 ACRES ZONED: PDD Serer 1 inch • 60 feet 7.5' Side Setback Future Lot 3 Block 1 32 -ACRES NF CAPSTONE-CS,LLC i Rem. 120.76 Acres �48 Pole-TYP PHASE 1 PARKING LEGEND Parking Spaces Provided 1052 Handicapped Parking Spaces Provided 12 UNIT NAME Lodge 1 Bed Lodge 2 Bed I, # of @UILDINGS 5 1' 5 1 # OF UNITS 3 3 # OF BEDROOMS PER UNIT 1 2 # OF PARKING SPACES REQ'D 1,1.25,1. 1.5 1.5 TOTAL PARKING SPACES REQ'D 22.5 45 Parking Spaces Required 914 Lodge 3Bed 15 1', 3 3 1 135 - I �T-.__ i i Lod 4 Bed Manor 5 b Duplex 10 �' 5 �, 28 3 4 2 4 5 5 1 1 1 120 100 280 2750 4-4 Duplex 4 2 4 1 32 1 33 Duplex 4 2 3 1 24 6 15Bed Manor Unit 5 Bed Cottage 13 1 5 2 7756 4 Bed Cottage 6 ( 1 4 1 24 ( 3 Bed Cotta 16 � 1 3 1 48 ! 2 Bed Cottage 4 1 2 1.5 12 ( J 1 Bed Cottage 4 1 1 1.5 6 i ( TOTAL 119 (' 2 30'-10"V50 1 913.5 PHASE 18: 2 PARKING LEGEND Parking Spaces Provided 1267 UNIT NAME Lodge 1 Bed #of BUILDINGS'' 5 # OF UNITS 3 # OF BEDROOMS PER UNIT 1 #OF PARKING SPACES REQ'D (1,1.25,1.5) 1.5 TOTAL PARKING SPACES REQ'D 22.5 Handicapped Parking Spaces Provided 12 Lodge 2 Bed 5 3 2 1.5 45 Parking Spaces Required 1174 Lodge 3 Bed 15 3 3 1 135 -_- -- -`-- 17 5 Bed Cottage Lodge 4 Bed 10 3 4 1 120 V28D 2 Manor 5 4 5 1 100 - _ ( 55 Duplex 38 2 5 1 380 1 21 3Bed 2StDrV Cottage 4-4 Duplex 7 2 4 1 56 j ( 3-3 Duplex 13 2 3 1 78 30'-6' 1 5 Bed Cottage 171 1280 5 1 85 1 25 3Bed 2Story Cottage 4 Bed Cottage 3 Bed Cottage 10 26 1 1 4 3 1 1 40 78 1280 2 2 Bed Cottage 7 1 2 1.5 21 ' I5W 1 Bed Cottage 9 1 1 1.5 13.5 j 29 1 Bed Cottage TOTAL 167 13',8' 7500 1 1174 PHASE 1, 2 & 3 PARKING LEGEND Parking Spaces Provided 1453 UNIT NAME Lodge 1 Bed # of BUILDINGS # OF UNITS 6�i 3 # OF BEDROOMS PER UNIT 1 #OF PARKING SPACES REQ'D (1,1.25,1.5) 1.5 TOTAL PARKING SPACES REQ'D 27 Handicapped Parking Spaces Provided 12 Lodge 2 Bed 5 3 1 2 1.5 45 Parking Spaces Required 13944 Lodge 3 Bed 17 3 1 3 1 153 ! Lodge 4 Bed 10 3 4 1 120 - r- -- Manor 8 4 5 1 160 1 5.5 Duplex 42 2 5 1 420 !_ _ 4.4 Duplex 33 Duplex 7 13 ( 2 2 4 3 1 1 56 78 _ -CB--ed Cottage 18 1 5 1 90 - --�1-- 4 Bed Cottage 18 1 4 1 72 �� ---- 3 Bed Cottage 40 1 3 1 120 i 2 Bed Cottage 12 1 1 2 1 1.5 1 36 j 1 Bed Cottage 11 1 1 1.5 16.5 _ TOTAL 207 30'-10' 1750 1 1393.5 Legend Property Boundary - --� Easement - Fire Lane -FIRE LANE ® FIRE LANE - Water Line wL Sanitary Sewer Line ' ss Electrical Service -u- 1 Phase Elec i o 3 Phase Elec-.3 0 600 -Amp Elec 600 Aw Contours 310 CAN Underground Telephone UT Typical Crosswalk Location Setback Line ....................... FDC > Cleanout MH ®o Street Light + Transformers HR Fire Hydrant d Water Meter Il Sidewalk Drive/pavement EM Area Area NOTE: 1. ALL Radius & Dimensions Shown are Measured to F/C, Unless Otherwise Noted. Lot Type InteriorSq. Feet #Stories OvereStit. FireFlow #Hydrants Raced Reqd 1 5Bed 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'-8' 2750 2 4 5Bed Cottage 1789 2 30'-6" 15M 1 5 .5 Bed Manor Unit 7218 2 30'-8' 1 2250 2 6 15Bed Manor Unit 72182 30'-1 ( 30'-8' n% 2 7 SBed Manor Unit 7756 2 30'-8" 2250 2 8 5Bed Manor Unit 7756 2 3(y -g• 2250 2 9 5 Bed Cottage 1789 2 30'-6" 1500I 79 3 Bed Duplex Unit 10 5Bed Manor Unit 7218 2 30'-8' 2250 2 11 5 Bed Cottage 1789 2 30'-6^ 1500 1 12 5 Bed Duplex Unit 3668 2 30'-10"V50 1 1 13 5Bed Duplex Unit 3666 2 30'-10' 1750 1 14 5 Bed Duplex Unit 3658 2 30'-10' 1 1750 1 15 5 Bed Duplex Unit 3668 2 30'-10^ 1750 1 16 5 Bed Cottage 1789 2 30'-6' 1500 1 17 5 Bed Cottage 1789 2 30'-6' 1500 1 18 3 Bed 2Story Cottage V28D 2 25'3' 1500 1 19 5Bed Cottage 1789 2 30'-6• 1500 1 20 3Bed 2Sto Co a 1280 2 25'-5' 7500 1 21 3Bed 2StDrV Cottage 3280 2 25'-5" 1500 1 2Z 5 Bed Cottage 1789 2 30'-6° 1500 1 23 5 Bed Cottage 1789 2 30'-6' 1500 1 24 3 Bed 2Story Cottage 1280 2 25'-5' 1500 1 25 3Bed 2Story Cottage 1280 2 25'-5' 7500 1 26 3 Bed 2Sto Co a 1280 2 25'-5' 1500 1 27 5 Bed Cottage 1789 2 30'-6' I5W 1 28 5 Bed Cottage 1789 2 317-6• 35M 1 29 1 Bed Cottage 512 1 13',8' 7500 1 30 1 Bed Cottage 512 1 73'-8' 1 1500 1 31 4 Bed Cottage 1451 2 22'-9" 7500 1 32 48ed Cotta a 1451 2 22'-9" 15W 1 33 5 Bed Cottage 1789 2 30'-6' 15M 1 34 3Bed 2Story Cottage 7280 2 25'-5' 1500 1 35 3 Bed 2Story Cottage 1280 2 25'-5° 15W 1 36 3 Bed 2StDrV Cottage 1280 2 25'-5^ 1500 1 37 5Bed Duplex Unit 3668 2 30'-10' 1750 1 38 5 Bed Duplex Unit 3668 2 30'-7A" 1750 1 39 5 Bed Duplex Unit 3668 2 30'-10' 1750 1 40 5 Bed Duplex Unit 3658 2 30'-30^ 1750 1 41 5 Bed Duplex Unit 3668 2 30'-10' 1750 1 42 5 Bed Duplex Unit 3668 2 30'-10' 1750 1 43 3Bed 2Story Cottage 7280 2 25'-5' 1500 1 44 5 Bed Duplex Unit 3668 2 30'-10' 1750 1 45 5 Bed Duplex Unit 365E 2 30'-10" 1750 1 46 5 Bed Duplex Unit 36M 2 3(Y -IM 1750 1 47 5 Bed Duplex Unit 3668 2 30'-I0^ 1780 1 48 4Bed Cottage 1451 2 22'-9" 1500 1 49 3Bed2StoryCottaga 1280 2 25'-5' 7500 1 50 5 Bed Duplex Unit 3668 2 30' -IW 1750 1 51 3 Bed Duplex Unit 25M 2 25'-5• 1500 1 52 4Bed Duplex Unit 2950 2 22'-9' 7500 1 53 3 Bed Duplex Unit 2500 2 25.5' 1500 1 54 38ed Du lex Unit 2560 2 25'5' 2500 1 55 5 Bed Duplex Unit 3668 2 30'-10' 1750 1 56 5 Bed Duplex Unit 3668 2 30' -Ur 1750 1 57 5 Bed Duplex Unit 3668 2 30'-1(r 1750 1 58 5 Bed Duplex Unit 3668 2 3(y -SO' 1750 1 59 5 Bed Duplex Unit 3658 2 30'-10" 1750 1 00 3 Bed Duplex Unit 2550 2 75'-5' 1501) 1 61 4Bed Cottage 1451 2 22'-g• 1500 1 62 3Bed 2 Story Cottage 1280 2 25'-5° 1500 1 63 13 Bed 2Story a 1280 2 25'-S" 1500 1 64 3 Bed 2Story Cottage 1280 2 25-5' 1500 1 65 1 Bed Cottage 522 1 13'-8' 7500 1 65 5 Bed Duplex Unit 36M 2 30'-10' 1750 1 67 5 Bed Duplex Unit 3668 2 31)'-10° 1750 1 66 5 Bed Cottage 1789 2 30'.6" 1500 1 W 5 Bed Duplex Unit I 36118 1 2 30'-10° 1750 1 r MET WG PKG. SKIN -WHITE LETTERS, SYMBOLS 4 STRIPES ON 5RIGHT ELLE: BACKGROW VAN 'AWJWS ADD'L SIGN a VAN SPACE ONLY ONLY R kin' -TM TO SPECS FOR CUSTOM SIGN POSTS -3" POST IV# GV STD ST PIPE -FILL W/ CONC. Tni-TI - I-- I/2' EXP. JONT n Lott -Type IrrteriarSq. Feet #Stories overail FireFlow #Hydrants Rad d 70 5 Bed Duplex Unit 3666 2 30'-10,.. 1750 1 71 5 Bed Duplex Unit 3668 2 W-101 1750 1 72 5 Bed Duplex Unit 3668. 2 3V-10jj 1750 1 73 5 Bed Du lex Unit 3668 2 W-101 1750 1 74 5 Bed Duplex Unit 3668 2 30'-1 ( 1750 1 75 5 Bed Duplex Unit 3668 2 30'-1 ( 1750 1 76 5 Bed Duplex Unit 3668 2 30'-1 ( 1750 1 77 5 Bed Duplex Unit 3668 2 V-10 1 1750 1 78 4Bed Duplex Unit 2950 2 22'-9" ! 1500 1 79 3 Bed Duplex Unit 2560 2 25'-5" ! 1500 1 80 3 Bed Duplex Unit 2560 2 2V-5"11 I 1500 1 81 3Bed Duplex Unit 2560 2 25'-5"11 1 15W 1 82 5 Bed Du lex Unit 3668 2 30'-10 ! 1750 1 83 3 Bed 2 Sto Cotta 1280 2 25'-5" ( 1500 1 84 2 Bed cottage 832 1 i6'--2' ( 1500 1 85 3 Bed 2 Story Cottage 1280 2 25'-5" ! 7500 1 86 3 Bed 2 Story Cottage 1280 2 25'-5" ! 1500 1 87 2 Bed Cottage 832 1 16'-2" ! 3500 1 88 3 Bed Duplex Unit 2560 1 2 25'-5" 1500tta 158 3BedIStorvCc#ttaee 3141 1789 2 30'-6° 1 150D 159 3Bed lStory Cottage 90 3 Bed 2 StoryCotta 280 1 2 25' -5' ! 1 500 1 91 1 Bed Cotta 512 1 13'-8" ( 1500 1 Al1 92 IBed Cotta 512 1 13'-8° ! 1500 1 93 3 Bed 2 Sto Cotta 3280 2 25'-5" ! 1500 1 94 3Bed 2Sto Cotta 3280 2 25'-5" ! 15a0 % 2 Bed Cottage 1 832 1 1 16'--2" ! 1500 1 95 5 Bed Cottage 1789 2 1 30-6" ! 1500 1 97 5 Bed Cottage 1789 2 30'-6" 15W 1 98 3 Bed 2 Story Cottage 1280 2 25-5" 1500 1 99 313ed2SIboryCottage 1280 2 25'--5" ! 15W 1 100 3.Bed2StorVCottage 1280 2 25'-5" ( 1500 1 101 3Bed Duplex Unit 2560 2 25'-5" 1500 1 102 4Bed Cottage 1451 2 22'-9"!, 1500 1 103 3 Bed -2 Story Cottage 1280 2 25'-5" !'., ISM 1 1(14 5 Bed Cottage 1789 2 30-6° �',. 1500 1 105 4Bed Cottage 1451 2 22'-9"!'..... ISW 1 106 1 Bed Cottage 512 1 13'-8" !'.... 3500 1 107 1Bed Cottage 512 1 13'-8"!.. ISM 1 108 1 Bed Cottage 1 512 1 13'-8^ 3500 1 109 3Bed Duplex Unit 1 2560 2 25'-5' '.. ISM 1 110 4Bed Duplex Unit 2950 2 22'-9" 1500 1 111 3 Bed Duplex Unit 2560 2 25'-5' 1500 1 112 4Bed Duplex Unit 2950 2 22'-9" '....... 150D 1 113 3 Bed Duplex Unit 2560 2 25'-5° 150a 1 114 4Bed Cottage 1451 2 22'-9" 1500 1 115 4Bed Cottage 1451 2 22'-9' 1500 1 116 3Bed Duplex Unit 2560 2 25'-5' 15M 1 117 3 Bed 2 Story Cottage 1280 2 25-5" !'.. 1500 1 118 4Bed Cottage 1451 2 22'-9' '.... 1500 7 119 3Bed 2Story Cottage 12W 2 25'-S" !''.., 1500 1 120 3 Bed 2 Story Cottage 1280 2 Iwo 1 190 28ed Lodge Unit 121 3Bed2StorvCottaLe 1280 2 25-5" 11 1500 1 122 3 Bed IStory Cottage 1141 1 15'--2" !'.. 1500 1 123 3 Bed 2 Story Cottage I= 2 25'-5' ''.., 150 1 124 4Bed Cottage 1451 2 22'-9° -'. 1500 1 125 3 Bed 1 Story Cottage 1141 1 1!V-21 ',.. 1500 1 126 18edCatta 512 1 >3-8" '... 1500 1 127 1 Bed Cottage 512 1 13'--8" ('.. 15W 1 128 4BedCottage 1451 2 22'-9" !'',.... 15110 1 12.9 2Bed Cottage 832 1 16'-2" !i. 1500 1 130 4 Bed Cottage 1451 2 22-9" '.,,. I50D 1 131 3 Bed 2 Story Cottage 7280 2 25'--5" !'.. 1500 1 132 4Bed Cottage 1451 2 22'-9" (.. ISM 1 133 3 Bed 2 Story Cottage 1280 2 25'-5" (' 1500 1 134 3 Bed 2 Story Cottage 1280 2 25-5" ! 150D 1 135 48ed Du lex Unit 2950 2 22'-9" ( 1500 1 136 48ed Du lex Unit 2950 2 22'-9' 1500 1 137 4 Bed Duplex Unit 1 2950 2 22'-9' ! 3500 1 138 3 Bed 2 Story Cottage 1 1280 1 2 257FIl 1500 1 r I -_- AIIBrrildinpare TypeV BCormLnMion _An tot! axe nnWered Units �- - - �coNc wauc tNA-zil .�•� �. 5/8"x 8' STEEL BAR THIW POST INSTALL ONE SAN PER LOCAL ORDNANCE %NAVMORIZED VEHICLES PAWED N DESWATED ACCESSIBLE SPACES NOT DISPLAYWs DISTINGl,104NGs PLACARDS OR LICENCE PLATES ISSUED FOR PERSONS WITH DISABILITIES ULL BY FINED. Int Tnm Interior Sq, Feet #Stories overall HG Fre Flow # Hydrants Reqd Rend 139 4BedCottage 1451 2 2Y-9" 15W 1 740 5Bed Cottage 1789 2 30'-6^ 15DD 1 141 2Bed Cottage 832 1 16-2^ 15DD 1 142 1Bed Cottage 512 1 13'-8" 25DD 1 143 4Bed Cottage 1451 2 22-9" 1500 1 144 2Bed Cottage 832 1 IS -2" 15DO 1 -3Bed2StoryCottage 1280 2 25-5" 1500 1 146 2Bed Cottage 832 1 36-2" 1500 1 147 2Bed Cottage 832 1 16'-2" 1500 1 148 SBed Du Iex Unit 3668 2 30'-10" 175D 1 149 5 Bed Duplex Unit 3868 2 30'-10" 1750 1 350 5Bed Du lex Unit 36M 2 30'-10" 1750 1 151 SBed Du lex Unit 3668 2 30'-I(^ 1750 1 1% SBed Du lex Unit 3%9 2 30'10^ 3750 1 153 5Bed Duplex Unit 3668 2 30'-10" 17W 1 154 5 Bed Duplex Unit 3668 2 3D' IW 175D 1 155 5Bed Duplex Unit 3668 2 1 30'-10" VW 1 156 5Bed Duplex Unit 3668 2 30'-10" 1750 1 157 SBed Duplex Unit 3668 2 30'-10" 1750 1 158 3BedIStorvCc#ttaee 3141 1 15-2" 1500 1 159 3Bed lStory Cottage IVIS 1 15-2" 15DO 1 160 4BedCottage 1451 2 224" 15DO 1 161 3Bed25toryCottage 1280 2 25'-5" 1500 1 162 3 Bed IStory Cottage IMS 1 15-2" 15W 1 163 2Bed Cottage 832 1 V6'-2" 3500 1 364 4Bed Cottage 7x151 2 22'-9" 1500 1 165 2Bed 832 1 I6'-2" 1500 1 166 4Bed Cottage 1451 2 22-9" 1500 1 167 2BedCottage 832 1 76-2" 15DD 1 168 2Bed Cottage 832 1 16-2" 1500 1 ]a 5Bed Cqqqgq 1789 2 30'-6^ 1500 1 170 3BedLodgmUnit 3240 3 42'-4^ 1500 1 171 3Bed Lodge Unit 3240 3 42'1" 1500 1 172 1Bed Lodge Unit 1782 3 42-4" 2500 1 173 lBedLodgeUnit 2782 3 42'-4" 35W 1 174 3Bed Lodge Unit 3240 3 42'-4" 2500 1 175 3 Bed Lodge Unit 3240 3 42'-4" 2500 1 176 3Bed Lodge Unit 3740 3 42'3" 35W 1 177 3Bed Lodge Unit 32411 3 42'3" 15W 1 178 3Bed Lodge Unit 3240 3 42.3" 15W 1 179 3Bed lodge Unit 3740 3 42'3^ 351111 1 180 2Bed Lodge Unit 2592 3 a -Ir 1500 1 Lod Unit 781 _T82 2592 3 42'3" 15W 1 4Bed 2 4Bed Lod Unit 4212 3 42'3" 1500 I 183 4Bed Lodge Unit 4212 3 42'-4" 1500 1 284 4Bed lodge Unit 4212 3 42'3" ]500 1 185 4Bed Lodge Unit 4212 3 42'3" 1500 1 1 186 4BedLodgeUnit 4212 3 42'3^ 1500 1 187 4Bed Lodge Unit 4212 3 42'3^ 15W 1 188 3Bed lodge Unit 3240 3 42'3" 1500 1 189 313ed Lod Unit 3740 3 42'3" Iwo 1 190 28ed Lodge Unit 2592 3 424" 1500 1 191 3Bed Lodge Unit 3240 3 42'3" 15W 1 192 4BedLodgeUnit 4212 3 42'3" 7500 1 L7e'413edlodge Unit - 4212 3 42'-4" 1500 1 194 3Bed Lodge Unit 3740 3 42'4" 1500 1 1% 28ed Lodge Unit 25M 3 42'3" 1500 1 1% 213edtodgeUnit 2592 3 42'4" 15W 1 197 3Bed Lodge Unit 3240 3 42.3^ 15W 1 398 4Bed Lodge Unit 4212 3 42'4" 15110 1 2.99 3 Bed Lodge Unit 3240 3 42'3" 15M 1 2DD 18edlodgeUnit 1782 3 42'3" ism 1 201 1Bed Lodge Unit 1782 3 42'4" 1500 1 202 3Bed Lodge Unit 3240 3 4Z -e I 1500 1 203 4Bed Lodge Unit 4212 3 42'3" 7500 1 204 3Bed Lodge Unit 3740 3 42'4" 15(10 1 205 3Bed Lodge Unit 3]AO 3 42'3" 3500 1 206 5Bed Lodge Unit 1782 3 42'3" 3500 1 207 3Bed Lodge Unit 1782 3 42'3" 3500 1 ! ! i Total InteriorFeet O r1ri Q) TJ Q) vl r1i n"i Z Q) CD CD 0 Z) cn _u 0 -1 old CD _0 o Q QLCD -9 0 O lJ CD 0tBOW.C_ Xi3* :3 EL :3 9.� IT T9 C_ c c Co C: cu .......... ................................... fg?jow irr VOIN083A 9 t/90 LO WOO.UDbJ0WPUDjj9q*vw.mAm SNOmwasns -P SNnd 3115 S133HLS 10 S3W1un is ADOMSCM SOr7rr4HCM -P iONRMMOM IM N1 SLSffdMdS WJIS30 :9 fb1d MLL XL 4NOLMLS 3031103 toz auns ISV3 3APJG AUSMNn tLs -V992*09Z*6L6'J 2969*09Z*6L6*1 2tt L -j # wj!j X1 TOWN esmusqio ssaiun -0/.j ol painsDaVq O.JD UM04S SUOISUOWIa V snlpDN -nV 'L 310N Dq.JV F771 jU9WQADd/GA1_J0 miomep! 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F'KUJLC I BENCHMARK: SQUARE CU 1 UN [UP OF CURB UN SUU I H SIUL OF HULLWAN URIVF AI'F'KUX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 c v 152 � S), \A \ \ ` 8 12.3' 153 154 R 129 1U/ ime 7 127 r.SwYw —r � � 1 or I, 3 um II II II C i VA 76 It MITCHELL IV,j' 1 MORGAN TX Firm # F- 443 T.979.260.6 , 63 F.979.260.364 511 UNIVERSITY DRIVE EAST SUITE 204; COLLEGE STATION, TX 77840 PLAN & DESIGN SP STS IN CML ENGINEERING * IRAUL�S a 01 EN O N it -2M , --boi \T1 Co 1 HYDROLOGY s UTILITIES, * EETS SITE PLANS * SUBDM ONS www.mitchallandmorgl'3n.com AW 14 JAMES T:. BATENHOST =: 93631% AAlit �OIVA L-=� /on Ma 3,. 2012 i M = m N m N m m >-y�� Q�3Y L V L 0 LL- -------------- 0 V L O a' V I 0 .U) 0 ry W QQ D � Z Z Q O � O 11 J W a� i it -2M , --boi \T1 Co 1 PHUJLC 1 ULN(:HMAHK: SQUAKL CU I UN IUP OF CUHIJ UN 5UU I H SIUL OF HULLLMAN UKIVL APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 e on e 1 10 14.3' 140 139 MIN 142 15.0' § 143 17.0 ) 51 W J 'J M MANN: '8 -HDPE • c 1 0 20 SS 206 L M I TX Firm # F-1443 T.979.260.69163 F.979.260.3,1:64 511 UNNERSITY DR EAST SUITE 204 COLLEGE STATION, TX 7784( PLAN & DES�N ' SPECIALISTS IN I CML ENGINEERING * HYDfIi AULIC: HYDROLOGY * UTILITIES * STREEP: SITE PLANS * SUBDMSI DNS www.mitchellandmorqcn.com --q� OF`TF�)] %JAMES T. BATENHOR A f-v ...... 93631.....::% m=m N3m3 n� a 61 137 ars Lam' Li n� a 61 137 �91 11 + r. + +f. 4ii 7ttt. - IN - tel' i 1. Y. Lr) Ln LLQ + Uj LIJ T T V) V) E rte' Ill: x i. SHEET 51 ti • fi 1 t iy II It ZM� Ta a" .tri Im 111 E-1 E W'' E i If II riff , 'sAulIIIy Iy.F.! 1)ax Ell I 111311 A - 1 1641' 111" U-1 1-10-1, 1 01?�'atl tr It - kiIIIIrl II 11 MAINI. sI hs- "N - S t fi tr rl Ulf 14 tl is � 6 Ell I 111311 A - 1 1641' 111" U-1 1-10-1, 1 01?�'atl tr It - kiIIIIrl II 11 MAINI. hs- "N - S t Ell I 111311 A - 1 1641' 111" U-1 1-10-1, 1 01?�'atl gjk �w kiIIIIrl fi tr "7 \ \ as V --------------- — 4- -B6-rrn d ................... Pro 6§6d-& ht. opaque wooden fence . reference civil dwgs for detail) L X-1 Hike/Bike Trail "N X NOTE: DRAINAGE SWALE TO OCCUR AT THE TOE OF THE BERM WITHIN THE CAPSTONE PROPERTY. SWALE WILL BE FIELD LOCATED PRIOR TO INSTALLATION. WE N A • • 0 LA DPL ING SERVICE'S' 40Z Office Park D ive Birmingham, Al 3 4 ;ZZ3 205-949-2074 0 1 tt 0 0 r) 4--J nE V) ra 0 b�0 411 Cz rd (D < PROJ ECT NUMBER 009 DRAWING i DATE 3-9-1 1 DESIGNED DEMI(I DRAWN DEM11'11- CHECKED REV. # DATE DESCRIPTION 1 5-6-11 revisions per 0i 11 comments REVIEWEU M- I LC OMPLI A N C'r JUN 0 2 CULLLU-t zj i Ai'10:N DEVELOPMENT SER' ICE,' I PLAT FILED: SHEET 51 i— 1—r—r— I A k 1r—.. , -A r%f— —A fi tr is � 6 WE N A • • 0 LA DPL ING SERVICE'S' 40Z Office Park D ive Birmingham, Al 3 4 ;ZZ3 205-949-2074 0 1 tt 0 0 r) 4--J nE V) ra 0 b�0 411 Cz rd (D < PROJ ECT NUMBER 009 DRAWING i DATE 3-9-1 1 DESIGNED DEMI(I DRAWN DEM11'11- CHECKED REV. # DATE DESCRIPTION 1 5-6-11 revisions per 0i 11 comments REVIEWEU M- I LC OMPLI A N C'r JUN 0 2 CULLLU-t zj i Ai'10:N DEVELOPMENT SER' ICE,' I PLAT FILED: SHEET 51 i— 1—r—r— I A k 1r—.. , -A r%f— —A 3" MULCH DO NOT PI IN CO NTA( 4" SAUCER SLOPED GF TO FINISHE BACKFI LL VA 50% NATIVE 50% SPECIR LIGHTLY C(I "I — TOPSOIL MIX BENEATH ROOTBALL ALLOW FOR SETTLING. ROOTBALL 2"4" IVE FINISHED GRADE; NOT COVER TOP OF )TBALL WITH SOIL 1906111�Wo ALL BURLAP & vvirpt r -Kum TOP 1/3 OF ROOT BALL. TYPICAL BALL & BURLAP TREE DETAIL Not To Scale PAVING (PER CIVIL DWGS) 3" MULCH '1 -III' -III- DO NOT PLACE MULCH :IIID IN CONTACT WITH TREE TRUNK _ NOTE: CONTRACTOR TO CONFIRM THAT TRUNK OF TREE IS T CLEAR FROM FACE OF CURB AT TIME OF INSTALLATION. DO NOT CUT LEADER SET ROOTBALL 2"-4" ABOVE FINISHED GRADE; DO NOT COVER TOP OF ROOTBALL WITH SOIL -- GROUNDCOVER (VAN ETY T.B.D.) -- REMOVE ALL BURLAP & WIRE FROM TOP 1/3 OF ROOT BALL. FINISHED GRADE (TOP OF CONC. WALK) BACKFILL WITH ILL °' I l=i l{ -111=I I I -111=1I 1 50% NATIVE SOIL -' III=III�II=III-�'' 50% SPECIFIED TOPSOIL MIX LIGHTLY COMPACT 1– i TOPSOIL MIX BENEATH ROOTBALL ALLOW FOR SETTLING. WASHED CRUSHED STONE 18" W. DRAINAGE SUMP BACKFILLED WITH WASHED GRAVEL EXISTING SUBSOIL TYPICAL TREE PLANTER DETAIL Not I o Scale I . 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 PRIOR TO 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 OWNERAT 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 MULCHTO 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 OR ADJACENT 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 (5) 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, ETC. 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. 14. INSTALL ALL PLANT MATERIALS IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES. 15. LANDSCAPE CONTRACTOR TO PROVIDE OWNER WITH AS -BUILT DRAWINGS FORALL SLEEVE LOCATIONS, IRRIGATION MAINLINE, VALVE AND CLOCK LOCATIONS; AND ALL LOW VOLTAGE LIGHTING CIRCUITS (IF PROVIDED). 16. NO GRAFTED MAPLES WILL BE ACCEPTED. 17. AN AUTOMATIC IRRIGATION SYSTEM WILL BE INSTALLED TO COVER THE ENTIRE LANDSCAPED AREA OF THE SITE. 18. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVI NG, DECORATIVE ROCK (NOT LOOSE), ORA PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. GENERAL PLANTING. NOTES I NUL i U OLdie LANDSCAPE REQUIREMENTS Symbol Name Size Live Oak/ Quercus virginiana 2.5-3" caliper +r (Canopy Tree) aatl Value i i 340 150 + Chinese Pisache / Pistacia chinensis 2.5-3" caliper 123 (Canopy Tree) Drake Elm / Ulmus parvifolia'Drake' 2.5-3" caliper 22 (Canopy Tree) .0 Crepe Myrtle / Lagerstromia indica 1.25-1.5" caliper 130 (Non -canopy Tree) per cane SITE AREA POINTS CALULATIONS 2,363,764 sf / 1,000 x 30 = 70,913 points required STREETSCAPE POINTS CALCULATIONS 165 If on Market Street / 32 LF = 5 trees required 291 If on Junction Boys Road / 32 LF = 9 trees required 692 If on Dowling Road / 32 LF = 22 trees required FRONTAGE POINTS CALCULATIONS 165 If + 291 If + 692 / 50 ft x 300 = 6,888 points required 150 150 Total 111 3,300 5,200 TOTAL POINTS REQUIRED: 77,801 TOTAL POINTS PROPOSED: 77,950 BUFFERYARD REQUIREMENTS Symbol Name Size Quantity Laurel Oak/ Quercus laurifolia 2" caliper 54 o 4 (Canopy Tree) r" Wax Myrtle / Myrica pusilla 5 gallon / 36" ht. 450 (Canopy Tree) BUFFER CALCULATIONS 1,345 If of Buffer/ 251f =,_(54) 2" cal. Shade Trees 1,345 If of Buffer/3 If = (450) 5 gallon shrubs TOTAL TREES REQUIRED: 54 TOTAL TREES PI TOTAL SHRUBS REQUIRED: 449 TOTAL SHRUBS 3 LANDSCA�ER�lUIRlI ENT CHART Not To Scale :54 D: 450 �T O � V • , i LANDPLAN ING SERVICE 402 Office Park D Birmingham, Al 3 r ive I5223 205-949-2074 o O cc3 4„_ r 0 4-J Q� V) E alsoQU) O W F7V n 0 (3)" ct3 , V t.1) Q Q� II JECT NUMBER 009 DRAWING DATE � _9— I I DESIGNED DEMIII DRAWN DEMIII CHECKED REV.# DATE DESCRIPITION 1 5-6-11 revisions per City comments SITE MAP REVIEWED -11 FOR . I N -,,P JUN 0 2n>> GULLbziL 0 1 A' DEVELOPMENT SER', ICES PLAT FILED: SHEET 52 i I A n 1 r-"% n 0'— A M r- r\ i_T A I /- ---_ - - - N MMM now am Mom am ME Mft MM am � (4) Bald Cy"r :(2) -Laurel Oak M� North 20 0 40 is Scale VEMM OSTA , LANDPLANING SERVICES 40Z Office Park DIirve Birmingham, A13 I )Y -Y-3 205-949-ZO74 � PROJECT NUMBER 110 M*= DESIGNED DEMl11 DRAWN DE11 CHECKED 11 REV.# I DATE I DESCRIPTION IPTION 1 15-6-11 Irevisions per Ci� commentsi 1% VE%5WED ONAPLIANO JUN 02 9`nii:� COLD G' iUN DEVELOPMENT SERVICI PLAT PILED: SHEET 53 III- I -r- r- 1 A K 1 r-1 f' A Mr MI A k I (1) Laurel Oak— (4) Bald Cypress Laurel Oak (4) Bald Cypress / I \\ \ \ / / I IN -T V -- ----------- Ili! I V --V i� \ \ i\\ \ 1',111 ''I' \ \\ \♦ \ `\ V, --\� / _ 1- -- -- -- ------ -- - �` `\``` \ \ � \ \ , \ .. \ \�i1 `'\�,, \\\ � 1' \\ 1.,11 �', II 14 iIo A, ----------------------------- V T X \A Ir -A 14 a G North 0 40 80 is Scale VE'i 1 O lL��S, LANDPLANNING SERVICE.IS4 402 Office Park Drive Birmingham, Al 3 =3 205-949-2074 O O M 0- 4-j W E CI- ro 0 X W Q) > W n 0 W n (10 U 4-J U (f) C: < I��------------------ PROJECT NUMBER 009 DRAWING DATE 3-9-1 DESIGNED DEMI !I DRAWN DEMI II CHECKED REV. # DATE DESCN�PTION 1 5-6-11 revisions per Cit)l commentsi li II REVIEWED FCIJ-�H CMAPLIAN JUN 0 2 gni' DEVELOPMENT SERVI ES PLAT FILED: SHEET 54 t- I -T- r- I A k I r--\ t- e- A r-,% r- I f1/ A k I , I I s ! I 3 I I� I I 1 i i f I i L 0 L 6 9 L X1 `NOIIVIS 391700 I Obi ONFlMOG N 9 L 66 j 1Sml1 A3�1 ONIAn ' ),TV4V3 NOSNHOP I S3c'AOV 69' L 9 L l0V�l1 ( MN�Jn8 i 0 OOLOOOV s I I I I ! 00LL - 9vL 8L ill Xi NOIIVIS _303 l 3 102 10 1S3N s - lldnb Zo9 L I Q�IVM a�IVH01�J S3�JoV - VO' L ! 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I I a� ONnr�00 N 9996 I i ` I �J31�J0d `t' wVn31M ' S3ZJOV 20' L Ill V X100 - 18 `L 10 IZ# S31VIS3 Nmj �IVno { i I ill II II ! ; .,a>iOn - 3 V113d'D 1 # O>PJM = TMJIA I I (IS]] 331 Shc - ITHd 1 9 x00 X100 - 18 `d13l0 V - 13nh3l 8 10 1 tr 10 1 L A00 I 9 io-1 i ------ - - - - -_ -- — - - - - - -_ _---------- - - - - -- �.�. �. j------------- - - - - -_ ----- _-1:G= __-------------------- - - - - -- — ___— _ —_ —_ —_ —_— __ // _-- -- - - -- — ---------------------------------------------------- ate`' �� ��yz Q s+ t _ Lk t i t J,! r CIE ± t €— qv r ozr e� �; =str 1 �' F i ! t 1 " z i f 3 `- .:,...tzr ; { — " / ry r v x` L os '._•�, —f 611 f �a f. rr —ss / _ a dH W — ,� dH W / 9H , 1 _ s d S su � i_ x S SS 4 ,s .. S3�10V 9 "999 L loV�11 `001) NVMOOON S L099LOV -, 92909 VO -, `ViNV�iV `. 00 L 31S t ` `3N G7 J 332JiHOV3d 9t clJ31N30 AVO 3An OMl "d� 30V�d 8 LSZ i v X100 . Z 10 b ' - 6C f6 J f� , A` - l O \V/ f , 5 t 08 L /9 loV�Jl 1?10V 999'9 d `11OVId 8 L 8Z dA8 3/N 9Z909 VO `V1NV-1V O� 00� L 31S `3N Od 33d1HOV 9tt9 �J31N30 AVO 1A F1 OM1 d� 30H1d 8 L9Z O V L A00 L 10 v� A \ �� t PROJECT BENCHMARK: SQUARE CUT ON ISLAND, ELEV. 275.11 BEARINGS: N 42'39'55" E 375.58' \p ( 'r f O x> 9 LOT 1 BLOCK 1 2818 PLACE LP. TWO LIVE OAK CENTER 3445 PEACHTREE RD NE, — -- STE 1400 ATLANTA, GA 30326 N/F BVP 2818 PLACE, LP 43.633 ACRE TRACT I 7943/180 h, ` i e f ZO%E 9� T LOT 2 BLOCK 1 ` 2818 PLACE LP. TWO LIVE OAK CENTER ', { 3445 PEACHTREE RD NE, STE 1400 ` ATLANTA, GA 30326 A015601 S MCGOWAN (ICL), TRACT 1 533.45 ACRES f/ II I I' � II `� II � II � II � III II I� I I �I I If I� I I, I, LI I — -- - -- — _ ,__._.-- — — _ . I •, `'`� ty x. - . s j :� - t, '� ".. '�,''. p ' N 6f. / .. , • SS HH SS —A H s � SS —G ^r . 1r - V H8 , 1 M HA— 6 JJt v _ / ti , 1 119 ;�... - -� �---• `�r- { � r�� �`` / r , � �' F V ts, f J16 t8 J20 I i f J21 I E 1 2 / f .f / f r h� s t2a ��� ', �y'Y y ,:�cy •� s_ �-' R$ �f26 j. � F '^ - r � - --------------------------------- - - - - -- / --------- A----------- - - - - -- _-- / -------------------- -- ---------------- - - - --f I LOT 8 ? I f BLOCK j I LOT 4 LOT 8 OLETA °-- ----- -- —_ LEMUEL I BLOCK 3 BLOCK 3 ; PHILLIPS (LIFE EST) ' VIRGIL LEE MARKO L_ORETTA E. MOKRY i f j QUAIL RUN ESTATES #2I ' LOT 7, BLOCK 4 , I 1.03 ACRES I WILLIAM J. PORTER 9653 N DOWLING RD COLLEGE STATION, TX 77845 -6294 t QUAIL RUN ESTATES #2 J LOT 6, BLOCK 4 t 1.01 ACRES CATHERINE MCNEAL 1503 SADDLE LN I COLLEGE STATION, TX I 77845 -6230 1 � i QUAIL RUN ESTATES #2 V LOT 5, BLOCK 4 I 1.09 ACRES HECTOR & BLANCA AREGULLIN i 4562 ROCK PRAIRIE RD W COLLEGE STATION, TX 77845 t t I QUAIL RUN ESTATES #2 LOT 4, BLOCK 4 ; 1.03 ACRES I JAMES & KAR LA HALL 9775 N DOWLING RD I i COLLEGE STATION, TX 77845 -6296 I t QUAIL RUN ESTATES #2 I LOT 3, BLOCK 4 i 1.03 ACRES I MICHAEL & LORI JACOX 2002 SPRING CREEK f I COLLEGE STATION, TX 77845 -4605 f QUAIL RUN ESTATES #2 LOT 2, BLOCK 4 I ! 1.03 ACRES I I BLANCA PINALEZ F 9857 DOWLING RD I COLLEGE STATION, TX 77845 -6298 — t` QUAIL RUN ESTATES #2 I LOT 1, BLOCK 4 I I 1.04 ACRES RICHARD WARD 1502 QUAILS NEST CIRCLE COLLEGE STATION, TX I 77845 -7100 A000700 C BURNETT (OCL) j TRACT 131 i 4.59 ACRES JOHNSON FAMILY LIVING REV TRUST 9915 N DOWLING RD 1 COLLEGE STATION, TX 77845 -9101 i t F 1 i F I t i J I 4 i 1 f i i I I i .4 �o C:) T CD C\j C\i i EXHIBIT 1 Cl 7 O O O CC Q) �oz "*4 ?0 n O r " 1 ^ n`I O �l 0 CD O CD f 4 V o CD O tz z o� 8 s m t n a r �< o ca L 3 IVNpL ac 699 LL ... 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