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HomeMy WebLinkAboutDrawingsX _7 7�, Lx 77 x4x' xlMx-Lx�,-MWx.4-7x�-MWxl 77 . LAIAIK lAWN F R .777 OEM 1"", t5 "A XTr -g 7,-". `�w SITER`1 2' ..... . .. K� 0, E 4 )URCE-`iOF­8L 0 MLPW.SoUTH __Ymac 7 Elm a t7AWN: ELECTRICAL ICE COLLEGESTATION CRY UmMilms i IR: F R.1 0,11,�� R �v _RM �3M VICINITY MAP ....... ....... -g _22 I'M 0K 06-.- 11,8".2,1, 5-1. 31'?";114� _0 R,� MY 30. N 81Y,� 8- . . . . . . . . . . �,-6& Phase 1 B Landscape Requirements - F ..... ..... . 7-7 Site Area Points F Ltu 1: KIUAL 28,889 SF 1,000 x 30 867 points required LAWN jr: 16 W 30 6 Right of way Points FOU LAW :LA STONE_�.. TEPS.�::­ 0 LF total frontage 50 LF x 300 0 points required -CONTAINER PEDESTAL TOTAL POINTS REQUIRED 867 POINTS CONCRETE FIELD 7 -g%,"� 0.1 3,,i FLAGSTONE BORDER , *�_� �:, I .. I Major Collector Streetscape Trees "R, Q0 0 LF Jones Butler Dr. 32 LF 0 trees required DONCRETE BORDER FLAGSTONE FIELD POINTS SUPPLIED 0 AREA @ 307.0 TOTAL POINTS PROVIDED 1,600 POINTS 17,900 SQ FT RETENTION POND LIGHTED WATER 306.75 M FOUNTAIN Street Trees Provided 0 Canopy Trees 0 Street Trees 4_ IR 1:::F �:.,:AREA@ CONCRETE BORDER__ SITE PLAN NOTES: 1. Name of Project: Lakeridge ' Dwnhorr 2. Legal Description: Lot 1. Blo k 1. Lc 3. Owner. Lakeridge Living L a Tex, PO Box 100206 College Station, T 77842 4. Engineer. Mitchell & Morg'r LLP. 511 University Dri e East College Station, �T Kos 771 (979)- 260-6963 5. Zoning: R-4 (Multifarift ) 6. Ekiisting Use: Undeveloped-— writ 7. Setbacks: Per City of Coll I Statior 8. Overall Site Area: 16.40 a n s P This site does. not lies within �i 4 100-y Flood Insurance Rate Map panel t8O41Cl I NOTE: 100% coverage of groundcover, decorative paving, decorative rock, or 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. SITE LAYOUT. SCALE: 1 " = 30'1 VERIFY ALL DIMENSIONS 0 30 60 90 120 feet rn=:MMn==Wf0M7 1" = 30'-0" General Notes 61. AD Plant Material shall be pruned / shaped as per Landsca e Architect p after installation to remove any broken or damaged branches and to give uniformity of shape. 02. AN Plant Material must be approved by the Landscape Architect before installation. 03. Verify all quantifies before installation. 04. Broken pieces of sod (smaller than 8" square) are not acceptable. 05. All plant material is to be guaranteed for 1 full year. 06. Landscape Contractor is responsible for clearing any dirt or mud from public roadway. Landscape Contractor is also responsible for keeping the site clean during construction and plant installation. 07. All proposed "New Canopy Trees" shall be containerized. 08. An automatic irrigation system will cover the entire landscaped areas. 09. Bedding Soil (flowerbeds) shall be prepared to a depth of 8 inches and. consist of 40% Sandy Loam Topsoil, 60% Black Humus. 10. All flowerbeds shall be top dressed with a 2" layer of Bull Rock. 11. Install 3' diameter mulch rings (3" thick) around all trees (canopy and non -canopy) which appear in lawn areas. 12. Erosion control is required as needed and clean-up is included. 13. See Site Plan for topographic information, existing and proposed utilities, easements, adjacent land uses, existing development and roadways. H -ttt I CAL slzr- REMAR� 2.1" CAL. 5'-10'HT. 50 X 2� = 500 F 2-1 "CAL. b.'-10' HT. 50 X I,= 50 PO SIZE REMAR 2-08-10 for review WAK 24" x 15" 10 X 2 200 f 24" x 24" 10 X 22 220 F 10 X 5 -7 50 Poll 24" x 24" 10 X7 -Too F LIJ REMARK i Subdivision .d Partnership 204 Proposed Use: Multifamily nces; Area: 3.51 Acres dplain boundary per FEMKs Effective date: July 2. 1992. REVIEVV rED FOR OCT 2 5 2010 G U DI, �*IVVL_ � i SERVI�JLCS P�VE!004,11t-KgT -1 AT F I L E, D: Submitals BY 2-08-10 for review WAK 6-21-10 for review WAK 9-15-10 0 CL 0 g X LU DRAWN CT CHECKED AK DATE 9-15-10 SCALE i of = V-011 JOB NO. LDG 09.087.11 SBEET OF A0 �,o 0-1 -7 R LIJ DRAWN CT CHECKED AK DATE 9-15-10 SCALE i of = V-011 JOB NO. LDG 09.087.11 SBEET OF A0 �,o LIJ 5 g ry 0 LU P.. DRAWN CT CHECKED AK DATE 9-15-10 SCALE i of = V-011 JOB NO. LDG 09.087.11 SBEET OF A0 �,o 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= v 0199936.19, `Ellev= 322. 3 17 h / \ ---- \------ \ -- -----\-------�/-v-/-) POLLU � PLAN GENERAL Pwr� as sip . - 13r wo 1. All contractor vehicles, including employee's vehicles, shall park within the project site to minimize traffic on the public streets adjacent to the work site entrance. Contractor will provide sufficient parking areas to accommodate his vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired to original condition prior to completion of project 2. Contractors shall ensure that no dirt from the project accumulates in the existing streets. If dirt or debris from the project site accumulates on adjacent streets, the contractor shall immediately clean those areas. 3. Contractor shall place erosion control protection at appropriate downstream locations to minimae silt and debris from leaving the construction site and entering the drainage system. 4. If required on the plans, the contractor shall maintain a vehicle wash down area of sufficient size and in a location to facTdate cleaning his vehicles prior to leaving the work site. 5. Once vegetation is well established contractor is responsible for removing all temporary erosion control measures (i.e. sift fences, rock check dams, etc.) 6. Structural controls shall be installed as soon after clearing as practical and maintained in good working order until the site is stabilised. 7. Alternate structural controls may be utilized if approved by Engineer. 8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms. 6' MIN. DEPTH STONEVRRIW� (ASTM D448. 3' TOO' 5' DIAMETER) OVER 50, TO t0 GEOTEXTILE FABRIC WITH SAME SQUARE `T FOOTAGE. A I EXISTING STREET STONE IS TO BE MAINTAINED NOTE. AIN. DRESS WITH ADDITIONAL STONE AS NEEDED. SO AS TO \\\\\ FIC GEO BRIO ADOMCONSCENT PU UCS ONTO FABRIC ADJACENT PUBt1C STREETS. SECHONAA SUBGRADE CONSTRUCTION FST SILT CONTROL SWPPI-02 NTS 61CINITYMAP I GENERAL CONSTRU CTION11 OTES:' 1. It shall be the resAonsibi r of .the Contractor to verify the exact location of ALL existing underground �• utilities. Furthermore, the Con ctor jsh I c tact all utility company representatives aminimum of 48 \ hours in advance of any exca%dion. a. Contact Dig TC s ® 11800 (. 344-8377 T.979.26 .6963 F.979,260.3564 TX. FIRM A F-1443 511 UNIVERS DRIVE Ek SUITE 204 COLLEGE STATICN. TX 7784 PLAN & DESIGN P,ECIAL.ISTS IN CML ENGINEERIN HYDRAULIC` HYDROLOGY * UTI ,I- ES STREET; SITE PLANS * S�IBDMSIONS #F-1443 w 9/30/10 VERONICA J.01 MORGAN I o In iwm b. Contact Kimbe ly Winn @ AOS 774-2506 W n m e vender Si�ddenlink 846-2229 m w C. Contact Mike I m `�~z• / d. Contact Isabel Cantu ®� 821-5770 r ROW i e. Contact Mitc i II Gas C 779-4460 L Q f. Contact Union 30cific asources @ 778-8525 g. Contact Richar Wallac erizon 821-4752 h. Contact GlIbed Ramirez SU (ELectrical) 764-6255 Cv Contact Butch Alis; ® CSU (Water/Wastewater) 764-3660 ZO 1' \ \ s �wDONED P 1 C,J�,I 3 O t TRAIL ROAD 2, All construction shall be in accord ce ith the current City of College Station (C.S.) Standard E, O o IGHT OF WAY Specifications for Street Construion„ B ' S nified Technical Specifications, Water and Sewer and Generals, 11 m �. t \ / 2008, and BCS Unified Design tails, AI ins pection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated ith the City of C.S. City Engineer. (D � if Dnd fey / O Cb 1 t \ \ 3. In lieu of using the const ctio: en is indicated in these plans, the Contractor shall obtain written p V t \ n ub 'tution prior to Construction. Requests for changes should �- / approval from the City Engineer or any p (D a, include product information and 3n engi aers seal where applicable. The contractor shall be financially Q Q �a res onsible for the en ineer's tic a sen revi win changes and redesigning based on contractors requests. NEI �t P 9 P 9 9 9 9 qct 1 \ 4. Trench Safety Requirement shall in accordance with O.S.HA Standard 29 CFR Part 1926 Subpart V .\., P and all federal, state and loc I regulations t G / 5. TRENCHING AND BACKFILL( . All irencl 9 P and backfilling shall conform to the s ecifications set out F'Oco oks' I // \ herein. Testing shall be provide I by a Certif�ed laboratory, at the Owner's expense, to verify these 1 / / Inlet 1 t / standards. Any retesting due t substandard work shall be at the expense of the Contractor. Structural Exist e• Pvc t / � areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and / Public cline i parking areas. r \ \ \ 6. It is the responsibility of, 1 e cants' cto II to comply with all State and Federal Regulations regarding s/F construction activities near ener, ized ov rhead power lines. Additionally, the contractor shall coordinate all ExisL / Hydrant t proposed work and procedures) rth the Gity Df C.S. Electrical Division. All -materials _& labor-noi entified asla I :Separate Bid Item -shall shall be considered subsidiary__ to the item j / .. I _ ack Dem , in which rt is used. All maten I and equipm nt snail' be both furnished and installed unless otherwise 1 noted. 1 / I n Fence j_ 0 --- B. The Contractor must proyi a const n�cti n staking from the information provide on these plans. •U) 7exposed b const ion 'shat receive cellulose fibermulch seeding. •> 1 / 8 9. All sod exP Y ��' ' II d a� �( 10. Trenches may be left open vernight if properly barricaded. �f % / a' WL \~\ 11. Adjustment of Water Meta , Valves Manholes, Irrigation Systems, and any other Public or Private �_�1 P 15' Fro t t \ Utility, etc. are not separate pa items. Th' Price of the adjustment shall be subsidiary to the Setba CA k �! �\ �� \� construction of Sewer Line, For Main, Ac. Prop /o 12. The contractor shall coo rd ate wit Atmos, Suddenlink Communications, BTU, CSU, and Verizon to \�� J HDP t adjust the location of existing icilities. _ PALOMMES 13. The contractor is responsi i for trc I fic ontrol. This is not a separate pay item. 1 / i CONSTRUCTION, \f �� t INC. 14. Temporary spoil areas will id®nti d site by owner. Clean dirt may be stockpiled and remain tl A/ CRAwFORD onsite if properly compactedi lifts an tes d for density by geotech. These permanent fill areas will be Chi / / BURNETT TRACT 62, identified onsite by owner. (NOT PLATTED) 15. All roof and round-mou t mechanical equipment shall be screened from view or isolated so as not i CURRENT g 1. `a / ,( ZONING: R-1 to be visible from any public n ht -of- ay r residential district within 150 of the subject lot, measured from a: point five feet above de. S Screening shall be coordinated with the building architecture and „I„4y�1 scale to maintain a unified earance -'R ; ,' \��n 16. All: soil exposed by const ion shah receive cellulose fibermulch seeding. �. ��:. I � +} �� � fg .•. I � • 17. Fire suppression lines she 1 iove a locks le lid on the isolation valve. The lockable lid shall, at a / minimum supply protection as a AMPro US LL562-WA locking lid. Alternate lockable lid shall be approved / (�CT 2--F 2010 by College Station Utilities Direc or or hit he: designee. �...� 18. Exterior Building and site li hting will m et the standards of Section 7.10 of the Unified Development , 07 / LOLL E f ATIO Ordinance. The light sources ll not pl oje t below an opaque housing and no fixture shall directly project EN light horizontally. Fixtures wil a mou ed i such a manner that the projected cone of light does not r ,� cross any property line. V I19. Contractor shall provide p trig ;lot trip gin accordance with the layout shown on this plans. � till-VA�� 20. Contractor shall mount a card wr h t (e word "FDC" on Freestanding FDC's stand (Per Fire Marshall). NAVAJO, LTD I 21. All storm sewer and sanita sewer being constructed with this site plan is private. /1 O CRAWFORD� 22, All `Water Meters will be 3/ . unless' otherwise noted. J BURNETTr , TRACT 66. r 23. All dumpster enclosures sh II be 1�ix12, interior clear space with no obstructions. (NOT PLATTED) �^tt�,tp SITE, -`PLAN NOTES: _ T CURRENT � t�vInELI � 9', g _oma a ZONING r *�t 1. Name of Project- Ls Bu ownhomes g Tx E IE C R-1 � r 2. Address: 1198 Jones Butt r Road, Cc��le e (Station, i I © �.2' \ 3. Owner. Lakendge Irving FOR A Texas Umite� lartnership RAPS SAI O E3 +3' P.O. Box 10026, Q 44 College Station 842 11 (979) 739-9944 OCT 2:6 2010 NOT '°~ 4. Engineer. Mitchell & Morga , LLP. 511 University !Di ve East,,Suite 204 LQ College Station exas 778 0 I (979) 260-6963 VEL 1-l' #3 Rebar 012" Centers 5. Zoning: R-4 (Multifamily) Centered Within 4" Concrete 6. Existing Use: Undeveloped cant Proposed Use: Mull '--i s_�,...,_� 7. Setbacks: Per City of Colle Station Ordi' ances Wood Float Finish 8. Overall Site Area: 16.40 ac s Phlose IB Area: 0.46 Acres V� -Backfill MAX Backfill 9. Water Demands (Per Unit) Min.= 0.00 pm, Avg.= 0.6 gpm, Peak= 1.20 gpm 2.0 (MAX) 10. Sanitary Demands: 1760 GP MaxM., In = '0 GPD, Avg. = 880 GPD (Per Unit) - 11. Overall Height of Buildings to tqp Ri ge ;4 Thick Concrete = -_ 12. Because the dumpster sc e : s are Iacated within utility easements, the property owner will be responsible for nt of the scre ns if it' becomes necessary to remove them for utility construction and/or -III-III-III - -_ the replaceme e I II III -III -11 1=III=III=) -....._ ......': ..:...•...:.,.:• - .: ::...., = = maintenance. I III=III=III = I II I II II-� I I I 13. Project Information: PH 1 - 14 uN - = _ __ 14. Dumpster Requirements - ase 1A & 1B: 27 D.U./16 (Dumpster/D.U.)= 1.6 Dumpsters Required. * 2" CEMENT STABILIZED SAND Prepared Subgrode This site does not lies within 100 -year fl' odplain boundary per FEMA's Flood Insurance Rate Map panel OR LIME STABILIZED SUBGRADE 48041Co182 C. Effective date my 2, 1992. li Expansion Joints 0 60' o.c. Contracting Joints @ 5' o.c. STANDARD CONCRETE SIDEWALK DETAIL NTS .57 CONCRETE ON PREPARED SUBGRADE IS ACCEPTABLE. �I PARKING REQUIREMEN' S Per LIDO - Multifamily Dwell g: 3 & 4 Bedroom Units = space 2 Bedroom Units = 1. Space Handicap Parking -Phase 1ABe 1B: Per Table 2 Section 4.1.2 o TAS for 101-150 needs 5 Spac 186 Total 5 H.C. Spaces Required (includes 2 1 � Total Type 3 & 4 Bedrooms = 52 Required Parking = 92 * (1.0) =52 lV lJ Total Type 2 Bedrooms = 0 (l Required Parking = 6 * (1.5) =0 [ D -0 v REQUIRED PARKING SPACES = 52 Spaces u PROVIDED PARKING SPACES = 118 Spaces �A��, . /'�v D2 SIT I \ \ / f FIA MRCHEtL pW. SOltitl r j COLLEGE STATION QD \ � j CITY umns \ ✓ /� / 61CINITYMAP I GENERAL CONSTRU CTION11 OTES:' 1. It shall be the resAonsibi r of .the Contractor to verify the exact location of ALL existing underground �• utilities. Furthermore, the Con ctor jsh I c tact all utility company representatives aminimum of 48 \ hours in advance of any exca%dion. a. Contact Dig TC s ® 11800 (. 344-8377 T.979.26 .6963 F.979,260.3564 TX. FIRM A F-1443 511 UNIVERS DRIVE Ek SUITE 204 COLLEGE STATICN. TX 7784 PLAN & DESIGN P,ECIAL.ISTS IN CML ENGINEERIN HYDRAULIC` HYDROLOGY * UTI ,I- ES STREET; SITE PLANS * S�IBDMSIONS #F-1443 w 9/30/10 VERONICA J.01 MORGAN I o In iwm b. Contact Kimbe ly Winn @ AOS 774-2506 W n m e vender Si�ddenlink 846-2229 m w C. Contact Mike I m `�~z• / d. Contact Isabel Cantu ®� 821-5770 r ROW i e. Contact Mitc i II Gas C 779-4460 L Q f. Contact Union 30cific asources @ 778-8525 g. Contact Richar Wallac erizon 821-4752 h. Contact GlIbed Ramirez SU (ELectrical) 764-6255 Cv Contact Butch Alis; ® CSU (Water/Wastewater) 764-3660 ZO 1' \ \ s �wDONED P 1 C,J�,I 3 O t TRAIL ROAD 2, All construction shall be in accord ce ith the current City of College Station (C.S.) Standard E, O o IGHT OF WAY Specifications for Street Construion„ B ' S nified Technical Specifications, Water and Sewer and Generals, 11 m �. t \ / 2008, and BCS Unified Design tails, AI ins pection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated ith the City of C.S. City Engineer. (D � if Dnd fey / O Cb 1 t \ \ 3. In lieu of using the const ctio: en is indicated in these plans, the Contractor shall obtain written p V t \ n ub 'tution prior to Construction. Requests for changes should �- / approval from the City Engineer or any p (D a, include product information and 3n engi aers seal where applicable. The contractor shall be financially Q Q �a res onsible for the en ineer's tic a sen revi win changes and redesigning based on contractors requests. NEI �t P 9 P 9 9 9 9 qct 1 \ 4. Trench Safety Requirement shall in accordance with O.S.HA Standard 29 CFR Part 1926 Subpart V .\., P and all federal, state and loc I regulations t G / 5. TRENCHING AND BACKFILL( . All irencl 9 P and backfilling shall conform to the s ecifications set out F'Oco oks' I // \ herein. Testing shall be provide I by a Certif�ed laboratory, at the Owner's expense, to verify these 1 / / Inlet 1 t / standards. Any retesting due t substandard work shall be at the expense of the Contractor. Structural Exist e• Pvc t / � areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and / Public cline i parking areas. r \ \ \ 6. It is the responsibility of, 1 e cants' cto II to comply with all State and Federal Regulations regarding s/F construction activities near ener, ized ov rhead power lines. Additionally, the contractor shall coordinate all ExisL / Hydrant t proposed work and procedures) rth the Gity Df C.S. Electrical Division. All -materials _& labor-noi entified asla I :Separate Bid Item -shall shall be considered subsidiary__ to the item j / .. I _ ack Dem , in which rt is used. All maten I and equipm nt snail' be both furnished and installed unless otherwise 1 noted. 1 / I n Fence j_ 0 --- B. The Contractor must proyi a const n�cti n staking from the information provide on these plans. •U) 7exposed b const ion 'shat receive cellulose fibermulch seeding. •> 1 / 8 9. All sod exP Y ��' ' II d a� �( 10. Trenches may be left open vernight if properly barricaded. �f % / a' WL \~\ 11. Adjustment of Water Meta , Valves Manholes, Irrigation Systems, and any other Public or Private �_�1 P 15' Fro t t \ Utility, etc. are not separate pa items. Th' Price of the adjustment shall be subsidiary to the Setba CA k �! �\ �� \� construction of Sewer Line, For Main, Ac. Prop /o 12. The contractor shall coo rd ate wit Atmos, Suddenlink Communications, BTU, CSU, and Verizon to \�� J HDP t adjust the location of existing icilities. _ PALOMMES 13. The contractor is responsi i for trc I fic ontrol. This is not a separate pay item. 1 / i CONSTRUCTION, \f �� t INC. 14. Temporary spoil areas will id®nti d site by owner. Clean dirt may be stockpiled and remain tl A/ CRAwFORD onsite if properly compactedi lifts an tes d for density by geotech. These permanent fill areas will be Chi / / BURNETT TRACT 62, identified onsite by owner. (NOT PLATTED) 15. All roof and round-mou t mechanical equipment shall be screened from view or isolated so as not i CURRENT g 1. `a / ,( ZONING: R-1 to be visible from any public n ht -of- ay r residential district within 150 of the subject lot, measured from a: point five feet above de. S Screening shall be coordinated with the building architecture and „I„4y�1 scale to maintain a unified earance -'R ; ,' \��n 16. All: soil exposed by const ion shah receive cellulose fibermulch seeding. �. ��:. I � +} �� � fg .•. I � • 17. Fire suppression lines she 1 iove a locks le lid on the isolation valve. The lockable lid shall, at a / minimum supply protection as a AMPro US LL562-WA locking lid. Alternate lockable lid shall be approved / (�CT 2--F 2010 by College Station Utilities Direc or or hit he: designee. �...� 18. Exterior Building and site li hting will m et the standards of Section 7.10 of the Unified Development , 07 / LOLL E f ATIO Ordinance. The light sources ll not pl oje t below an opaque housing and no fixture shall directly project EN light horizontally. Fixtures wil a mou ed i such a manner that the projected cone of light does not r ,� cross any property line. V I19. Contractor shall provide p trig ;lot trip gin accordance with the layout shown on this plans. � till-VA�� 20. Contractor shall mount a card wr h t (e word "FDC" on Freestanding FDC's stand (Per Fire Marshall). NAVAJO, LTD I 21. All storm sewer and sanita sewer being constructed with this site plan is private. /1 O CRAWFORD� 22, All `Water Meters will be 3/ . unless' otherwise noted. J BURNETTr , TRACT 66. r 23. All dumpster enclosures sh II be 1�ix12, interior clear space with no obstructions. (NOT PLATTED) �^tt�,tp SITE, -`PLAN NOTES: _ T CURRENT � t�vInELI � 9', g _oma a ZONING r *�t 1. Name of Project- Ls Bu ownhomes g Tx E IE C R-1 � r 2. Address: 1198 Jones Butt r Road, Cc��le e (Station, i I © �.2' \ 3. Owner. Lakendge Irving FOR A Texas Umite� lartnership RAPS SAI O E3 +3' P.O. Box 10026, Q 44 College Station 842 11 (979) 739-9944 OCT 2:6 2010 NOT '°~ 4. Engineer. Mitchell & Morga , LLP. 511 University !Di ve East,,Suite 204 LQ College Station exas 778 0 I (979) 260-6963 VEL 1-l' #3 Rebar 012" Centers 5. Zoning: R-4 (Multifamily) Centered Within 4" Concrete 6. Existing Use: Undeveloped cant Proposed Use: Mull '--i s_�,...,_� 7. Setbacks: Per City of Colle Station Ordi' ances Wood Float Finish 8. Overall Site Area: 16.40 ac s Phlose IB Area: 0.46 Acres V� -Backfill MAX Backfill 9. Water Demands (Per Unit) Min.= 0.00 pm, Avg.= 0.6 gpm, Peak= 1.20 gpm 2.0 (MAX) 10. Sanitary Demands: 1760 GP MaxM., In = '0 GPD, Avg. = 880 GPD (Per Unit) - 11. Overall Height of Buildings to tqp Ri ge ;4 Thick Concrete = -_ 12. Because the dumpster sc e : s are Iacated within utility easements, the property owner will be responsible for nt of the scre ns if it' becomes necessary to remove them for utility construction and/or -III-III-III - -_ the replaceme e I II III -III -11 1=III=III=) -....._ ......': ..:...•...:.,.:• - .: ::...., = = maintenance. I III=III=III = I II I II II-� I I I 13. Project Information: PH 1 - 14 uN - = _ __ 14. Dumpster Requirements - ase 1A & 1B: 27 D.U./16 (Dumpster/D.U.)= 1.6 Dumpsters Required. * 2" CEMENT STABILIZED SAND Prepared Subgrode This site does not lies within 100 -year fl' odplain boundary per FEMA's Flood Insurance Rate Map panel OR LIME STABILIZED SUBGRADE 48041Co182 C. Effective date my 2, 1992. li Expansion Joints 0 60' o.c. Contracting Joints @ 5' o.c. STANDARD CONCRETE SIDEWALK DETAIL NTS .57 CONCRETE ON PREPARED SUBGRADE IS ACCEPTABLE. �I PARKING REQUIREMEN' S Per LIDO - Multifamily Dwell g: 3 & 4 Bedroom Units = space 2 Bedroom Units = 1. Space Handicap Parking -Phase 1ABe 1B: Per Table 2 Section 4.1.2 o TAS for 101-150 needs 5 Spac 186 Total 5 H.C. Spaces Required (includes 2 1 � Total Type 3 & 4 Bedrooms = 52 Required Parking = 92 * (1.0) =52 lV lJ Total Type 2 Bedrooms = 0 (l Required Parking = 6 * (1.5) =0 [ D -0 v REQUIRED PARKING SPACES = 52 Spaces u PROVIDED PARKING SPACES = 118 Spaces �A��, . /'�v D2 I . I I I I I I I , � , A - I 1, . 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I.— .55-61. — - -- - - - r--- It PZ 11 ( M 4C _ 1,0 1. =,k 'L2'l,9V2992 =X *9l.NA HAM I I 2Z­ZZ2 =A013 '6V92666 'I N01133Sa31Nl AO HJ_aON .00Z 'XOHddV 3AIa0 N11N3_nPH AO 301S 11 I inD 3avnos :NaVNHON8 133rOad PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION Phase IA WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 0 — 8 units (3x4b + 2x3b + 3x2b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 1 — 7A units (5x4b + 2x3b) = 26 bedrooms 0 — 7B SITE CALCULATIONS 2x3b + TOTAL BEDROOM PAIMING: 8 UNIT BUILDING: PER UDO— MULTIFAMILY DWELLING: 3*4(BDR)+2*3(BDR)+3*2(BDR) 3 & 4 BEDROOM UNITS= 1.0 SPACE/BDRMS =24 BDR/BUILDING 2 BEDROOM UNITS = 1.5 SPACES/BDRMS 7A UNIT BUILDING: TOTAL TYPE 3 & 4 BEDROOMS= 746 BDRMS 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING REQUIRED PARKING= 746*(1.0)= 746 P.S. units TOTAL TYPE 2 BEDROOMS= 30 BDRMS 713 UNIT BUILDING: REQUIRED PARKING= 30*(1.5)= 45 '.S. 2*4(BDR)+2*3(BDR)+3*2(BDR) REQUIRED PARKING SPACES: = 791 P.S. =20 BDR/BUILDING PROVIDED PARKING SPACES = 853 P.S• units (7.3% OVERPARKED) 7C UNIT BUILDING: Parking Provided Phase 1A: 118 p.s 7*4(BDR)=28 BDR/BUILDING HANDICAP PARKING: — 56 2% OF TOTAL PARKING SPACES 6 UNIT BUILDING: 860 TOTAL * 2% =17.2 =18 P.S. 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 18 H.C. SPACES REQUIRED (INCLUDING 3 VAN ACCESIBLE) 5A UNIT BUILDING: 13 3*4(BDR)+2*3(BDR)=18 BDR/BUILDING 1ximps m 5B UNIT BUILDING: (PER UDO —MULTIFAMILY DEVELOPMENT: 5*4(BDR)=20 BDR/BUILDING 1-8 YRD DUMPSTER/16 DWELLING UNITS) 2*( 8 UNIT BUILDING)= 48 BDRMS 2* 8 UNITS BLDNG= 16 UNITS 12*(7A UNIT BUILDING)= 312 BDRMS 12*7A UNITS BLDNG= 84 UNITS 3*(7B UNIT BUILDING)= 60 BDRMS 3*7B UNITS BLDNG= 21 UNITS 9*(7C UNIT BUILDING)= 252 BDRMS 9*7C UNITS BLDNG= 63 UNIT'S 3*(6 UNIT BUILDING)= 66 BDRMS 3* 6 UNITS BLDNG= 18 UNITS 1 UNITS BLDNG= 5 UNITS 1 * 5A UNIT BUILDING )= 18 BDRMS ( ) *5A 1 5B UNITS BLDNG= 5 UNITS 1 *(5B UNIT BUILDING)= 20 BDRMS 2x3b + TOTAL BEDROOMS= 776 BDRMS Type 3 & 4 Bdrm: 52 bdrm 0 — 6 units TOTAL= 212 DWELLING UNITS 2 212 D.U./16 (DMPST/D.U.) =13.25 DUMPSTERS units 14 (8—YRD DUMPSTER) REQUIRED 14 DUMPSTERS PROVIDED 2x3b) = 52 bedrooms 0 — 7B units2x4b + ( 2x3b + 3x2b = 0 bedrooms ) required parking: 48 p.s. Type 2 Bdrm: 0 bdrm (4x4b 0 — 7C units (7x4b) = 0 bedrooms required parking: 0 p.s. I = 0 bedrooms 1 — 6 units (4x4b + 2x3b) = 22 bedrooms Required Parking Phase 1A: 48 p.s. 14 units / 52 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Parking Provided Phase 1A: 118 p.s + 2x3b = 18 bedrooms ) 0 — 56 units (5x4b) = 0 bedrooms Total Parking Provided: 118 R.s. + 2x3b + 3x2b) = 0 bedrooms 13 units / 48 bedrooms (5x4b + 2x3b) = 0 bedrooms required parking: 42 p.s- Phase IB 1 — 7B units (2x4b + 2x3b + 3x2b) = 20 bedrooms Type 2 Bdrm: 6 bdrm I 0 — 8 units (3x4b + 2x3b + 3x2b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 — 6 units (4x4b 2 — 7A units (5x4b + 2x3b) = 52 bedrooms required parking: 52 p.s. = 0 bedrooms 0 — 7B units (2x4b + 2x3b + 3x2b) = 0 bedrooms Type 2 Bdrm: 0 bdrm 0 — 7C units (7x4) = 0 bedrooms required parking: 0 P.S • I JEFFERSON AT THE ZONE, LP ' 0 — 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1B: 52 R.s. I LOT 2. BLOCK AnDmo�A 0 — 5A units (3x4b + = 0 bedrooms Parking Provided Phase 1 B: 0.s. p Total Parking Provided: 118 p.s. I VOL 3613, PG. 285 D.R.B.C. CURRENT ZONING: R-4 !' 71 0 — 58 units (5x4b) be = 0 bedrooms v I ; 14 units / 52 bedrooms I 1 I % Phase IC ( 3x4b + 2x3b = 18 bedrooms ) Total Parking Provided: 378 D.s, o aom €a. `� c�ooa-a 0 0 — 8 units (3x4b + 2x3b + 3x2b) = 0 bedrooms Type 3 & 4 Bdrm: 42 bdrm I / 0 — 7A units (5x4b + 2x3b) = 0 bedrooms required parking: 42 p.s- Q�3= a) M I / 1 — 7B units (2x4b + 2x3b + 3x2b) = 20 bedrooms Type 2 Bdrm: 6 bdrm . I 1 — 7C units (7x4b) = 28 bedrooms 9kip.s. parking: requiredry + 2x3b + 3x2b) = 0 bedrooms e, 0 — 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1B: 51 � Parking Provided Phase 1B: 59 p•s- + 2x3b) = 104 bedrooms ; 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Total Parking Provided: 177 p,,s, units (2x4b + 2x3b + 3x2b) = 0 bedrooms 0 — 5B units (5x4b) = 0 bedrooms 3 — 7C units (7x4) 14 units / 48 bedrooms N I ' Phase II 1 — 8 units (3x4b + 2x3b + 3x2b) = 24 bedrooms Type 3 & 4 Bdrm: 192 bdrm O 0 — 7A units (5x4b + 2x3b) = 0 bedrooms required parking: 192 p.s. ,:`-O•,,,..:� _ 2 7B units (2x4b + 2x3b + _ 3x2b) — 40 bedrooms Type 2 Bdrm: 18 bdrm YP Q O I �" ," .,, .. ._ •.::�/ 3 — 7C units (7x4b) = 84 bedrooms required parking: 27 p.s. P I .Ez;st . 1 ' U. 1 2 — 6 units (4x4b + 2x3b) = 44 bedrooms Required Parking Phase 2: 219 p.sE (vol. A613 e « PLAN & DESIGN i �IAt.ISTS IN v Parking Provided Phase 2: 201 p.s I 1 — SA units ( 3x4b + 2x3b = 18 bedrooms ) Total Parking Provided: 378 D.s, o aom €a. `� c�ooa-a 0 — 5B units (5x4b) = 0 bedrooms •mem o>>> 60 units 210 bedrooms Q�3= a) M I / Phase III i O �\ O LL 0 — 8 units (3x4b + 2x3b + 3x2b) = 0 bedrooms Type 3 & 4 Bdrm: 208 bdrm U I' ' 4 — 7A units (5x4b + 2x3b) = 104 bedrooms required parking: 208 p.s. LUI1 0 — 7B units (2x4b + 2x3b + 3x2b) = 0 bedrooms Type 2 Bdrm: 0 bdrm 7ni 3 — 7C units (7x4) = 84 bedrooms required parking: 0 P.s. Required Parking Phase 3• ZOS D, -q 0 — 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 3: 203 p.s / BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) DOMESTIC WATER (PER UNIT) SEWERAGE FLOW 0 — 5A units (3x4b + 2x3b) = 0 bedrooms Total Parking Provided: 581 0•s, 1.20 GPM (PEAK) 1760 GPD MAX. 1 — 5B units (5x4b) = 20 bedrooms - * - 8 UNIT BUILDING — 4346 3 — 13038 SQ.FT. 0.60 GPM (AVE) 54 units 208 bedrooms -__ __ -':_ _ _ _ •� _- 7A UNIT BUILDING = 4346 * 3 = 13038 SQ.FT.- — -- 7B UNIT BUILDING = 3730 * 3 = 11190 SQ.FT. 0.00 GPM (MIN) Phase IV 7C UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 1 — 8 units (3x4b + 2x3b + 3x2b) = 24 bedrooms Type 3 & 4 Bdrm: 204 bdrm 6 UNIT BUILDING = 3728 3 = 11184 SQ.FT. 5A UNIT BUILDING = 3110 * 3 = 9330 SQ.FT. 5 — 7A units (5x4b + 2x3b) = 130 bedrooms required parking: 204 p.s. 5B UNIT BUILDING = 3110 * 3 = 9330 SQ.FT. 0 — 713 units (2x4b .I. 2x3b + 3x2b) = 0 bedrooms Type 2 Bdrm: 6 bdrm 2 — 7C units (7x4b) 56 bedrooms required parking: 9 ps. // "' _4� Density Legend Required Parking Phase 4: 2`p.s. 0 — 6 units (4x4b + 2x3b) = 0 bedrooms <;: fr 2'ti Density = 212 units on 16.40 acres 0 — 5A units (3x4b + 2x3b) = 0 bedrooms • Parking Provided Phase 4: 272 p.s Total Parking Provided: 853 p.s —12'x12mpster Pa / y a ::. �?,pud>y� 212 units / 16.40 acres = 12.9 units per acre 0 — 5B units (5x4b) = 0 bedrooms rap. Fire Max Allowable Density = 20 Dwelling Units/Acre 57 units 210 bedrooms �% / tiF Ftydront \� (R-4 Zoning) LEGEND INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 90 P.S. INTERIOR PARKING SPACES: 763 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 763 P.S./15 P.S.=50.87 51 *(180 SQFT)= 9180 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9180 SQ.FT. TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 18558 SQ.FT, Prop. Water Meter fnYF6 FAI I LOT LAKERIDC 16.: CURRENT Prop. Water Meter (TYP) w 1 ice; ,�2-12'x1 Prop. Fire ry,'I• �Du r Hydrant Pad Lqei 4 I I i Ifs gas a -WLR Black Decorativ Iron Fence X26 325 324 -- HARVEY MITCHELL PARKWAY FM 18) S \ ,3` • %2 ' CITY OF COU `y TRAI \ VOL PG. O.R. CURRENT lack D rotrve \ R- an Fence 15' Fron ck \ SecurityWN Security, �F� cares d 0 rn D M —UT 327 ti U i M 3, 376 701-401P Prop. F 2 12 x Hydrant 1r:pad 7 gas Exist 15 P.U.E PG_) Retaining Wall UT 15\P.U.E 1515%PG. 1 Prop. 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CRAWFORD BURNETT TRACT 62, \ (NOT PLATTED) _ - - CURRENT- ZONING: _R-1 _ I , \ I b \ \\ \ 1, S , I \ \ T 1 inch =cali: 50 feet T \ I ` NAVAJO. LTD ` CRAW O BURNETT TRACT 66, \ \ (�'{{��PTATTED) \ \ CURRENT R-1 \ m I Black Deco \ \ l \ Iron nce \ 19 4' a 15' F nt \ - Setbac \ i ecu �, FAI T.979.260.69636 F.979.260.3564 TX. FIRM # —1443 511 UNIVERSITY DRIVE EAST SUITE 20 .c^ « PLAN & DESIGN i �IAt.ISTS IN v HYDROLOGY * UTILITIES:STREETS SITE PLANS * SUBDI VISIONS www.mitchellandm r on.com s C / 3o 22n..0 m0�.am) €'m`) m o aom €a. `� c�ooa-a .-� IE •mem o>>> N�� T 0] =3 003 C7 CmY Q�3= a) M i O O LL H � O Q- N U T. d O '[Y U i i l Dumpster Pad O .U) N �, FAI T.979.260.69636 F.979.260.3564 TX. FIRM # —1443 511 UNIVERSITY DRIVE EAST SUITE 20 COLLEGE STATION, TX 77840 PLAN & DESIGN i �IAt.ISTS IN CML ENGINEERING IMRAUIJCS HYDROLOGY * UTILITIES:STREETS SITE PLANS * SUBDI VISIONS www.mitchellandm r on.com ocma:ccoc a.' 3o 22n..0 m0�.am) €'m`) m o aom €a. `� c�ooa-a .-� IE •mem o>>> N�� T 0] =3 003 C7 CmY Q�3= a) M i O O LL H � O Q- N U T. d O U i i O .U) N W � O O O J J 'W Q O W W i I I I I