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HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: Square cut in light standard. Located across from the East comer of property fronting Krenek Top Road. X= 3566020.02, Y= 10209307.72, Elevation= 274.69 I I � I glow I�a sjdgw l 7.5' i �Ic�n Sk6c i i i Cloom j (t�p s i i I j i i j 1 1 r j loan( (typ It =ari�o� -ty�. I , I , i I ' t 7. ISid, Idhg. S tuck Co nect i C)'t ti GENERAL NOTES All roof and ground— mounted mechanical equipment shall be screened from view or isolated as not tobe visible from any public right —of way or residential district within 166' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. All proposed public utility infrastructure shall be covered by a blanket easement until a formal easement is approved. All sanitary sewer shall meet building code regulations and be inspected by the City of College Station building official. Contractor shall coordinate with College Station Utilities, 764 -3660, prior to. connecting to existing waterline. S: \Pro /10229- stewartcondos \PHASE - 310229 -02 -s te.dwg, 7/25/2004 7:20:47 PM. 1:30 6 7 21 F, Q Eft r vr" o`f"� l; :, .ri z;a t. 1 Existing Storm Drain Junction Box 1 N m C C U a O m u a W m m C a �V Cra �E °mom° E - o CV m `oa-iZ $0m v W i= CV .a U I— E U o. �Um D d�0> it: s C,4 3M i 8 D cnmY ON 0 U � p � a Cn C N Civil Engineering Hydraulics; Hydrology; Utility Planning & Design Site Planning & Design Street Design Subdivision Planning & Design L d' Op U N d- . -J I J �• -d- I _I p co c h N �U CY) o� W � rn 0) 0 W .. C L_ > o C: 4__ t0 '� U) 0) _ C: •— Q0 W L_ p �> N C_ 0 U rn U) G) O to U _ _.L - Q � Z (10 O O W O 16 Sheets � 1 PROJECT BENCHMARK: Square cut in light standard. Located across from the East comer of property fronting Krenek Tap Road. K-7 1 3166020 1 02, Y= 10f093R7.72, Elevati p= 274.69 10 -SS s W ( vi M 0�. M = D I Oz U) -0- o�0K 01 0.)M4 >M cn D --I o� D Zn 0 D� U) z OQ VICINITY MAP N.T.S. GENERAL CONSTRUCTION NOTES: 1. it shall be the responsibility of the Contractor to verify the exact 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- 800344.8377 b. Contact Kean Register at Oncor, Tel: 774 -2501 c. Contact Mike Lavender at Cox Cable, Tel: 846 -2229 2. All construction shall be in accordance with the current City of College Station Standard Specifications for Street Construction and City of College Station Water and Sewer Specifications. All inspection on public infrastructure shall be performed by the staff of the City Engineer of College Station. All construction shall be coordinated with the City of College Station 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. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineers 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. Forgeneral requirements, see Trench Safety sheet for details. 5. TRENCHING AND BACKFILLING: The backfilling of all trenches within structural areas shall be accomplished with cement stabilized sand placed to within 6" of pavement subgrade. The backfilling of all trenches outside of structural areas shall be placed so as to achieve 85 percent Modified Proctor Density. All backfilling shall be between optimum and 4 percent (4 %) wet of optimum moisture content. Testing shall be provided by a certified laboratory at the Owner's expense to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalk footprints 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 Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of College Station Electrical Division. 7. Where a contradiction between plans and specifications occur, the plans shall be ruled as superior. 8. All-materials and labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. 9. The Contractor must provide construction staking from the information provided on these plans. 10. Trees to be protected are shown herein and shall be fully protected priorto the start of construction. 11. All soil exposed by construction shall receive Solid St. Augustine Sod. 13. Trenches may be left open overnight if properly barricaded. 14. A ±l paint and glass beads used shall conform to TxDOT Standard Specification 666 Type 11 with glass beads. 15. The CONTRACTOR is required to maintain an appropriate traffic control plan (TCP) while working on the roadway. This TCP shall conform to the guidelines in the contract documents and those contained in the Texas MUTCD. 16. Handicap Ramps shall comply with all requirements of the Current Texas Accessibility Standards. 17. Contractor shall install 2 -4" Grey Schedule 40 PVC conduits as shown, 48 " below finished grade and install pull string in conduit. 18. Structural fill (under pvmt, buildinij pad, sidewalks) shall be compacted to 95 % std. proctor density. 19. Fire Walls: All exterior walls and required interior walls shall be sheathed with 8' Drywall to provide a one (1) Hour fire rating. N C C.2 O O . Z L n: m N 0.5 rn R w 2 - m O t ' 9 c o E ,= cc � OS` do° �m a Go ID 0 0,06 O L. 2D. Q • E ' 0M ; n 7) '! � m i D ��Y NN 7 Q m W D ' Cn 5= 22 - 7 units 4x3b + 3x4b = 24 bedrooms 23 - 8 units 5x3b + 3x4b = 27 bedrooms Parking Spaces Required: 1 Space per Bedroom = 609 Spaces. 24 - 8 units 5x3b + 3x4b = 27 bedrooms Or 25 - 7 units 4x3b + 3x4b = 24 bedrooms 0 G Density Legend 27 - 7 units 4x3b + 3x4b = 24 bedrooms 28 - 7 units 4x3b + 3x4b = 24 bedrooms Density = 172 units on 13.72 acres 29 - 8 units 5x3b + 3x4b = 27 bedrooms �O 69 units / 235 bedrooms (ll Parking Spaces Required By Phase �t- IY e° Qoc S� �o Utility Planning & Design Site Planning & Design oyw Q> OO . U N coo M J � i0 U (� N a C-� n rn (\ Cn 0 LJJF - 0) L C > O a I`7 0 Lil i- U N O _C c j N L U J 9 � o`er A W c y-PP Ce J 0 J ♦- W o W °`•°.� 0 07 o`� ' J- G p 3 2 h r �y m� ,fc 9 o 4 � J�r�OyK. 0 'o` tea o c G� VICINITY MAP N.T.S. GENERAL CONSTRUCTION NOTES: 1. it shall be the responsibility of the Contractor to verify the exact 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- 800344.8377 b. Contact Kean Register at Oncor, Tel: 774 -2501 c. Contact Mike Lavender at Cox Cable, Tel: 846 -2229 2. All construction shall be in accordance with the current City of College Station Standard Specifications for Street Construction and City of College Station Water and Sewer Specifications. All inspection on public infrastructure shall be performed by the staff of the City Engineer of College Station. All construction shall be coordinated with the City of College Station 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. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineers 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. Forgeneral requirements, see Trench Safety sheet for details. 5. TRENCHING AND BACKFILLING: The backfilling of all trenches within structural areas shall be accomplished with cement stabilized sand placed to within 6" of pavement subgrade. The backfilling of all trenches outside of structural areas shall be placed so as to achieve 85 percent Modified Proctor Density. All backfilling shall be between optimum and 4 percent (4 %) wet of optimum moisture content. Testing shall be provided by a certified laboratory at the Owner's expense to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalk footprints 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 Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of College Station Electrical Division. 7. Where a contradiction between plans and specifications occur, the plans shall be ruled as superior. 8. All-materials and labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. 9. The Contractor must provide construction staking from the information provided on these plans. 10. Trees to be protected are shown herein and shall be fully protected priorto the start of construction. 11. All soil exposed by construction shall receive Solid St. Augustine Sod. 13. Trenches may be left open overnight if properly barricaded. 14. A ±l paint and glass beads used shall conform to TxDOT Standard Specification 666 Type 11 with glass beads. 15. The CONTRACTOR is required to maintain an appropriate traffic control plan (TCP) while working on the roadway. This TCP shall conform to the guidelines in the contract documents and those contained in the Texas MUTCD. 16. Handicap Ramps shall comply with all requirements of the Current Texas Accessibility Standards. 17. Contractor shall install 2 -4" Grey Schedule 40 PVC conduits as shown, 48 " below finished grade and install pull string in conduit. 18. Structural fill (under pvmt, buildinij pad, sidewalks) shall be compacted to 95 % std. proctor density. 19. Fire Walls: All exterior walls and required interior walls shall be sheathed with 8' Drywall to provide a one (1) Hour fire rating. N C C.2 O O . Z L n: m N 0.5 rn R w 2 - m O t ' 9 c o E ,= cc W E,v -00 a oa do° �m a Go ID 0 0,06 O L. 2D. .n E ' 0M ; n 7) a C'J _aD T /N � m i D ��Y NN 7 Q m W D ' Cn 5= 22 - 7 units 4x3b + 3x4b = 24 bedrooms 23 - 8 units 5x3b + 3x4b = 27 bedrooms Parking Spaces Required: 1 Space per Bedroom = 609 Spaces. 24 - 8 units 5x3b + 3x4b = 27 bedrooms O 25 - 7 units 4x3b + 3x4b = 24 bedrooms 26 - 5 units 3x3b + 2x4b = 17 bedrooms Density Legend 27 - 7 units 4x3b + 3x4b = 24 bedrooms 28 - 7 units 4x3b + 3x4b = 24 bedrooms Density = 172 units on 13.72 acres 29 - 8 units 5x3b + 3x4b = 27 bedrooms 172 units / 13.72 acres = 12.54 units per acre 69 units / 235 bedrooms (ll Parking Spaces Required By Phase IY Civil Engineering Hydraulics; Hydrology; Utility Planning & Design Site Planning & Design Street Design Subdivision Planning & Design W OO . U N coo M J � i0 U (� N a C-� n rn (\ Cn 0 LJJF - 0) L C > O a I`7 0 Lil i- U N O _C c j N L U J A W 0 J 0 J ♦- W o W 0 0 16 Sheets a Eli I I ( .�, o. 1.00 ACRE TRACT SITE PLAN NOTES: .; a \ E a t - a Cond ominiums � `° -.FROM 9 143 A R S �, I I I 1 N am e of Project: waterwood Conti z Valtia#`le WW r o 2516/ 1 m i \ 16 i I I 2. Legal Description: Lots 1 & 2, E & M Jones Farm Place v` q�a�nQge , ..., _ _ __.,.... -..,. I (I 3. Owner: Jim Stewart �„ cn �asemet7.k ' I N I �..__.... -._ _.. - 4200 Woodland Park Court o Arlington, Texas 76013 tO 817 994 - 4663 - J t , - a ..: ', , . ...,_ � .. •� , t.7 . _ ,. ..,,a __ .. ,. .. - - _ - ____ - ..._.. •. .._. --�3+ - 664 ;; G 4. Engineer ( Mit h Mor an L.L.P. (� { �I I I ( '; 429 r , _4t 22 _ _ _, _ . _.__...__ -v I Side r, I 9 56.7$. - -- - - ,...... _ ..p rrt 7.5 ell & g ,, U- < o x Bldg. Setback 511 University Drive East, Suite 204 4 , 100 00 t _ t iro I 9 - r 2, 0�, o - -? Ro r N � ( g ation, Texas 77840 ; , ( <=1 I I College St 1 /2" iron :. o O ( E a1�a tna }e- �_: �© Fo _ 60 -6963 R Rod DoE r._ #; ,�o. R�;: - ;O; _ : .;, -- ----------- - - - - -- - - - -- - -- - - -` - - - -- - - - -- - --- Doing: R-4 9 d ti 79 2 Found x ement ,1x11.. = { 6. E;istin Use: Vacant Proposed Use: Condominiums t - x- I I y asemen Z - - �x ____fib �__ _._ ,� _ _ - __: - ( 7- ,Setbacks: Per City of College Station Ordinances JJil 8. Site Area: 13.72 acres r ctInformation: PH 1: 27 units - -_- - - _--- - - - - -- - - -- 9_ .. .,_ - S 42'31'50 w --5118.41 ,'::. -- 15' Public Unlit - ,EaSemenf - - - -- - _ PH 11 -A:3u . KRENEK' TAP ROAD it - KRENEK I ROA �i nrts 15 Front J � Bldg- Setback J ` - - 60' R PH 11 - 8: 9 units !---- - - - - -- -- - 0 (60' ROW) :.� -_..� _ � - -- - - - - -- ... _ - - - - - -- - - -- .. units - - - - -- - -- - - - - - - -- -�- - units C7 PH 1 9 u u , ._ _ 8 -WL - _ _ 8 _ 8 -5VL - - _ -'- - - - -- _ - - - - wL - WL - -- - - - -- - -- - - -- - - _.. .._ _ .._ _ - -WL "- � •• - - - - - -- - - -- --- _ s wL s -wL - __ .& wL=- �- {- --�- -- - -- -� - s -wL No portion of this site within the 10 s -WL s w s i 00-year floo par per FEMA s Flood Insurance Rate p panel 48041 C01 44C. Effective date: July 2, 1992. M 7 \ , :.. • - _ o lies e d 1 'n e a i -- m CI OF COLLEGE STATION f CENTRAL PARK Addresses rnase rlan S: \Prof\ 0229- stewartcondos \PHASE -3 \0229- 01- overall.dwg, 7/25/2004 7:22:34 PM, 1:60 Phase I 1 - 7 units 4x3b + 3x4b = 24 bedrooms 2 - 6 units 4x3b + 2x4b = 20 bedrooms 3 - 7 units 4x3b + 3x4b = 24 bedrooms 4 - 7 units 4x3b + 3x4b = 24 bedrooms 27 units / 92 bedrooms 5 - 3 units 3x4b = 12 bedrooms 3 units / 12 bedrooms Phase II -B 6 - 6 units 2x3b + 4x4b = 22 bedrooms 7 - 3 units 3x4b = 12 bedrooms 9 units / 34 bedrooms Phase III 8 - 5 units 2x3b + 3x4b = 18 bedrooms 9 - 6 units 2x3b + 4x4b = 22 bedrooms -A 0 - 6 units 2x3b + 4x4b = 22 bedrooms �1 l - 3 units 3x4b = 12 bedrooms 12 - 5 units 2x3b + 3x4b = 18 bedrooms ---13 - 6 units 2x3b + 4x4b = 22 bedrooms 14 - 7 units 2x3b + 5x4b = 26 bedrooms 15 - 5 units 2x3b+ 3x4b = 18 bedrooms 16 - 6 units 2x3b + 4x4b = 22 bedrooms 17 - 3 units 3x4b = 12 bedrooms 18 - 7 units 2x3b + 5x4b = 26 bedrooms 19 - 5 units 2x3b + 3x4b =18 bedrooms 64 units / 236 bedrooms Phase I: Parking Spaces Required: 92 Spaces. Parking Spaces Provided: 103 Spaces Phase II: Parking Spaces Required: 46 Spaces. Parking Spaces Provided: 70 Spaces Phase III: Parking Spaces Required: 236 Spaces. Parking Spaces Provided: 242 Spaces Phase IV: Parking Spaces Required: 235 Spaces. Parking Spaces Provided: 258 Spaces 1001 Krenek Tap Road Parking Legend Phase III Phase IV Parking Spaces Required : 1 Space per Bedroom = 236 Spaces. •.�_ .��„� Parking Spaces Provided: 242 spaces 20 - 7 units 4x3b + 3x4b = 24 bedrooms 21 - 5 units 3x3b + 2x4b = 17 bedrooms Parking Legend All Phases 22 - 7 units 4x3b + 3x4b = 24 bedrooms 23 - 8 units 5x3b + 3x4b = 27 bedrooms Parking Spaces Required: 1 Space per Bedroom = 609 Spaces. 24 - 8 units 5x3b + 3x4b = 27 bedrooms Parking Spaces Provided: 673 spaces 25 - 7 units 4x3b + 3x4b = 24 bedrooms 26 - 5 units 3x3b + 2x4b = 17 bedrooms Density Legend 27 - 7 units 4x3b + 3x4b = 24 bedrooms 28 - 7 units 4x3b + 3x4b = 24 bedrooms Density = 172 units on 13.72 acres 29 - 8 units 5x3b + 3x4b = 27 bedrooms 172 units / 13.72 acres = 12.54 units per acre 69 units / 235 bedrooms Allowable Density = 16 units/ acre * 13.72 acres = 220 units Parking Spaces Required By Phase PROJECT BENCHMARK: Square cut in light standard. Located across from the cast corner of property fronting Krenek Tap Road. X= 3566ij20.02, Y= 10209307.72, Elevation= 274.69 PI op. Manhole J \` —Conr ect Prop. 6" SS to Existing 8" SS � LEGEND fammmomft p 5/8" Water Meter Pl Electrical Junction Box �1 Building N umber �T Transformer Wrought Iron Fence 2 -2 "— PVC —EC — Electric Conduit Retaining Wall (Size in Inches Indicated) x x 6' Board Fence ® ® winin — Fire Lane Striping l (Existing Wire Fence \ To be Removed with concurrence of adj property owner) All ;roof and ground— mounted mechanical equipment shall be screened from view or isolated as not tabe visible from any public right —of way or residential district within 150 of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. All 'proposed public utility infrastructure shall be covered by a blanket easement until a formal easement is approved. All sanitary sewer shall meet building code regulations and be inspected by the City of College Station building official. Contractor shall coordinate with College Station Utilities, 764 -3660, prior to connecting to existing waterline. I � IV i R21 0' _ •Z 15" RCP 30 "x30' .m S Storm Drain !Junction ; Box I I : I t I II 00 1 ` :... I 47.98' BB All curbs and curb ends designated as firelones on plans shall be painted red > SEE C�NTRAL FIRE LANE with *4" (four inch) white lettering stating I s� "FIRE LANE —NO PARKING —TOW AWAY ZONE" I � � �;' PARK LANE { I EXTENSION { r . Wording may not be spaced for than 3 `" CONST UCTION fifteen (15) feet apart. -- - - - -J) DOCU ENTS ''` — B -SS /$ =SS 8 -S DESIGNATED * 8" (eight inch) high if stripe and white lettering are painted on surface of pavement. PARKING .................... I I FIRE LANE STRIPING ONL 38' BB I I I 18" x 12" - See Ordinance for I :..•. I I l additional Information _..._... __...._; FIRE LANE SIGN �- UTILITY DEMANDS PHASE 3 INTERIOR ISLAND CALC ULATIONS I i PHASE FIRE FLOW: DOMESTIC WATER: 2000 GPM (PER UNIT) PARKING 1.20 GPM (PEAK) SEWERAGE FLOW: :........._ ................._.......; <: � � -.' 0.31 GPM (AVE) 1760 GPD (MAX) Peripheral Parking: 00 spaces Isl I I I 1= "''•� I I 0.00 GPM MIN terior Parking: 242 spaces (MIN) 440 GPD (AVE) ( AVE ) Total parking: 242 spaces I PROVIDE 5/8" WATER 0 GPD (MIN) METER �,t( INTERIOR ISLAND ........ ....... ........:. . End Island Area Required (min) 2880 sq. ft. ` (End Island Area Provided): 3675 se ft. Total Interior Island Area Provided: 5957 sq., ft. Extra End Island Area Required: (240sp /15sp) *180 sqft: 2880 sq. ft. (Extra End Island Area Provided): 3077 sq. ft. - { 9 1'4:3 a c Lot. 2, re ' I i> E & M Jones _:.. _::.. N : : I '� • � rd'E. Farm Palace I Th _......... :.: cld�so _ .......:............ I ' M n ancJ Lot 2 � t EBcM Jones I 111ife, HI m.Ty 60' R.O. ' I :Farm Place - _ - 625 1005/ _. _ ... { I Q i RED 0 +2 _ : ' -i-3 ;. NTF SEE C Scale: -I , PARK LA E �- \ _.._�....._._ _ ............... _ .... '' ' F a 1 Inch _ 30 feet - �' �9 ` - ONST UCH 0 -�_... t :. DOW M I TAP LEGENt .Z 'i 15 RCP 30 x30 (S , _ _.: - :. ■�'� S. Storm Drain it s � ' Junc #ion Box A. I Y: a _ ion N 'C _21 " RCP Fire Lane o WATERARE _._._ R21_ 0' Ex. I 8" Water Line inhale 38 BB i t \x I SD !' I REVI C OMP LIANC E VED FOR I I \� i : I it o L t 2 '., . I ; ., e I - 8c M Janes _._.._.. _...__..... - .._. .... . _.._....._ arm; Place �'- .. - - t om -: _ _ \Z ION I -- �� : \\ L :. Water C o _..._....... 0 ' R50' r _ o = Line <. RCP i K ?Y ; I �. ��., ..._..._..::::.. -.. G � andsca e I �' c R20' P Exi 1M i vvh �' �InIi�11Ir� �.. Cy. S.D. :�t'r�lu.c5� -1 P :.dd ,ri 9 _ 4- ............ .......... . . .... : -3ma.• ......... .... ........................ ........ ......... ■ � R190' a? _10' Pl anting Buf fer _ — — — — 10' Planting Buffer— R50' _ R210' � _ _ — �� L — , Manhole i A' 8 Water Line Bldg. Side Setback \ R20 { Z Lot 1, Block 1 Scale: 2� a J Phoenix Addition— Phase One 1 inch = 30 feet , 12 Water i „ Line iter { ne 12" � Water s. rl Line I 60' :;III Storm Drain "I ( Junction Box ::Prop. I I ;;Light I I II II Iml PROJECT BENCHMARK* Square cut in light standard. Located oornao from the East corner of property fronting Knennk Top Road. X= 3566020.02. Y= 10209307.72, Bevo5on=274.69 Piop. Manhole -Connect Prop. 6" SS to Existing 8" ____ ___ ______________ `^ \ I Rip/ Ra | I� 4�� .| | X VIVO, Exis ing�" 0 E & M ur Pbut. �- 6-SS 6-SS u 5/8" Water Meter [i] Electrical Junction Box Building Number FT] Transformer Wrought Iron Fence 2-2"-PVC-EC — Electric Conduit Retaining Wall (Size in Inches Indicated) X— X- 6' Board Fence mmim Fire Lo ne Striping (Existing Wire Fence To be Removed with concurrence of adj property AU roof and y.="."-"w"/teu mec equipment anoo be screened from wmm or isolated on not tobo visible public right-of may or residential district within 150' of the subject lot, measured from o point U'a feet above grade. Such screening ohd| be coordinated with the building oruh|tootuna and u^o|e to maintain o unified appearance. | All proposed public utility infrastructure ahoU be covered by o blanket aou*mont until o fonno} easement is All sanitary sewer uhoU meat building code regulations and be inspected by the City of College Station building official. , Contractor ohoU coordinate with College Station Utilities, 764-3660. prior to connecting to exist waterl ! | � / i ''. ' � -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - +�� | .-.__-___ � | \ '~' T^12, All curbs and curb ends designated as . 20' Utility E sement. Vol. leonou Mrebnoo on plans ahoU be painted red 642, 150. (typ.) with *4^ (four inch) white lettering stating \ SEE CL NTRAL SS "FIRE LAN[-NO PARKING-TOW AWAY ZONE" PARK � LANE 4�� .| | X VIVO, Exis ing�" 0 E & M ur Pbut. �- 6-SS 6-SS u 5/8" Water Meter [i] Electrical Junction Box Building Number FT] Transformer Wrought Iron Fence 2-2"-PVC-EC — Electric Conduit Retaining Wall (Size in Inches Indicated) X— X- 6' Board Fence mmim Fire Lo ne Striping (Existing Wire Fence To be Removed with concurrence of adj property AU roof and y.="."-"w"/teu mec equipment anoo be screened from wmm or isolated on not tobo visible public right-of may or residential district within 150' of the subject lot, measured from o point U'a feet above grade. Such screening ohd| be coordinated with the building oruh|tootuna and u^o|e to maintain o unified appearance. | All proposed public utility infrastructure ahoU be covered by o blanket aou*mont until o fonno} easement is All sanitary sewer uhoU meat building code regulations and be inspected by the City of College Station building official. , Contractor ohoU coordinate with College Station Utilities, 764-3660. prior to connecting to exist waterl ! | � / i ''. ' � -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - +�� | .-.__-___ � | \ '~' T^12, All curbs and curb ends designated as Mrebnoo on plans ahoU be painted red with *4^ (four inch) white lettering stating \ SEE CL NTRAL "FIRE LAN[-NO PARKING-TOW AWAY ZONE" PARK � LANE Wording may not be nponod for than EXTENSION I UCTION fifteen (15) feet apart. DOCUMENTS -8-S * 8^ (eight inch) high if stripe and white lettering -~� are pointed on surface of pavement. mm �� �� �� �� �� �� �� �� �� ��''�����''��� ����� � - / �� m� 0 � \ FIRE LANE STRIPING �~'-''�~'`-,�~ ~. .' " � | 1D^ x 12 , ' ^�' . See Ordinance for ^ � additional Information ZU' 3 1 - 01.1- U); Jyp) . W G FIRE LANE SIGN rri 3 I �.777 I C u l l DOMESTIC WATER: FIRE FLOW: PHASE 3 (PER UNIT) dter Am . . .... UTILla DEMANDS PHASE 3 INTERIOR ISLAND CALCULATIONS 1.20 GPM (PEAK) 2' wide W: PARKING SEWERAGE FLO 0.00 GPM (MIN) 4 40 GPD kAVE) Total parking: WATER 0 GPD (MIN) PROVIDE 5/8 METER :t 7 INTERIOR ISLAND 7,. End Island Area Required (min) 2880 sq. ft. . . . . . . . . . . I (End Island Area Provided): 3675 sq. ft. Total Interior Island Area Provided: 5957 sq. - ft. . . . . . . . . . . . . . . L7 10.17' Extra End Island Area Required: < (240sp/15sp)*180 sqft: .2 3' 2880 sq. ft. (Extra End Island Area Provided): 3077 sq. ft. ot 9. f'43 a c re Th E&M Jones 60, t�L Wife, IR.O.W Madison Madison 1005/625 PUE. Scale: 12" PARK LAI JE I Inc 30 Sanitary N Go 12-1 Line M 15" 15" RCID 30"x3O Ex. t Lime St SS. S D arm Drain R2 S.D. -8 E 4 ction Box - i jun R O' RCID E ting Junction Box 12" W( iter Star m Drain Ex. 8" Water Line 7.5' Side anhole Bldg. Setback 2 El Ln �Prop. tn L i g h t Z Lot 1, Block 1 38' 8131 Scale: Phoenix Addition— Phase One (FUTJRE >1 1 inch 30 feet 60' I? 1 ��"*���"�u�^� �� ����~��r «�.����"~�^'" Al 1-Jar PROJECT BENCHMARK: Square cut in light standard. Located across from the East corner of property fronting Krenek Tap 3.175 ACRE TRACT ' 7.979.260.6963 ARTHUR AND 511 UNIVERSITY DRIVE EAST 20 - 7 units 4x3b + 3x4b = 24 bedrooms NANCY WRIGHT I Z FAMILY LIMITED I PARTNERSHIP i Extra. Parking Spaces Provided: 24 spaces (Phase 2) 4291/14 l '1 *11d : R-4- . r�� 1s•.• OG � �,�� fl110 �saa 24 - 8 units 5x3b + 3x4b = 27 bedrooms U E 0 U m 0 O > > # N p � I 0i Parkin Legend All Phases g g � Y ILI L 0 O n n O I� I I; Iron 20' Utility Easement. 7.5' Side Found Vol. 642, Pg. 150. �'� I J' ( ,I Bldg. Setback °= - - - - = =; - - -- - =- --------------------- ------ - - - - - I. 1 -ss - , o -ss - m ° = re®ss afl; ss-- i &` N 42 °21'14" E - 247.49' - '� t .� . ..��� -. l '.... .;, N 415842.. Found E - -- 282.76._... ; N 42 234 : 4 E .....77.9 : ❑. ❑ a r� _.:.,: o o _ 4 I ron ❑ t - - I:. _.. .... v WINDSOR POINTE APARTMENTS R4 -ZONED 16 6U �(A f v . N � r'P� rm I� N DD OD EPHAAS - 5 { S I f� I E h 1 ' ') ; 1 3. J1 s E a au moa Found 0 -- I i Z � \ 4\ N _Rod .\ and Bldg', �Setbl j r�• J z 1/a rl - (e y � r � _ I tag E1asem e 0)0 h is I I t'fri S [ D I } 05 # ? f -�_--- '- 1�`'y,: --=' � t .r f �. f 6 .r ZY f5 .N tf 41.2 I s �fl 1Pg 3 J 40,31' , E. -, ' 2491,31, 4 k ( 1 t Is - 1 4 31 O V TY" 1l, E I IS� Eiif n o �N421p vv,u 100.00 �2.. Iron o �d I -- Rod , y, Found k t :0 ."��I ` LJ --�� 42° 15 W 1 - 'r--- ••„�,°-- '-°-•'.....'' - - .°r- ° - ° - �.° �..-. ---- rte '" 85.20'.% .. �_.... ,, - ,, . (. fix - � . >,... i+tr°•...N -° -- 15' Front S 42'3f W - 518.4 Bldg. Setback KRENEK TAP RIO__ " J + I (60 ROW) 15' Public Utili f; Rod -I ? `-7.5' Side: ✓`. �• 1' I I I Found I Bldg. Setback N 42 °31'48 "I E I I ! i ' 60.00 I I :C o = _- . Lot 1 ock 1 I -- - - - -,. Bl II i F O Phoenix Adc1ition Phase One l r-I- I I � E; , -- � I � � < BEA�J -TiFUL SAVIOR EVANGELCCAL - .._ , --- i - I- �THERN CHURCH OF COLLEGE \ NATION X j I I I rn 682/775 t / II mI �€ R -1 ZONED _0 N 42 °30 E - 20811 m C3, r I X 00 c C, (D e -+- 3 D I , ro CD m ' Phoenix ° Addi Q tional Ir` �' W Z Phase Ones. / - „ �;: I FUTURE LOT" i o I I I , �o, _ _______ _; + o . 1.0 0 ACRE TRACT I I CD I ! _ �F --; ° ' •-..FROM 9.143 ACRES I ID I I (D 1 >r. 2516/ 1 16,' ,\ �'� 7 j I i •-*' ' I I N 7.5 Side .., o1.F I �x I Bldg. Setback �/ + 1 -- E - x. --20' - 0 t tl li y Easement \ ` I -- I----------- - - - - -- --- - -- - -- �- - -- - - -- # _J -IT - - - - u t , - - - - - - _ _____ y_- _- - - - - - -- 1 , - - - OBOI) -- �-`� I+ KRENEK TAP ROAD it , _.._..- _- _....-._-.- - -zJ•E- � h (60' (ROW) II CITY OF COLLEGE STATION i CENTRAL PARK Phase I 1 - 7 units 4x3b + 3x4b = 24 bedrooms 2 - 6 units 4x3b + 2x4b = 20 bedrooms 3 - 7 units 4x3b + 3x4b = 24 bedrooms 4 - 7 units 4x3b + 3x4b = 24 bedrooms 27 units / 92 bedrooms Phase II -A 5 - 3 units 3x4b =12 bedrooms 3 units 112 bedrooms Phase II -B 6 - 6 units 2x3b + 4x4b = 22 bedrooms 7 - 3 units 3x4b =12 bedrooms 9 units / 34 bedrooms Phase III -A 8 - 5 units 2x3b + 3x4b =18 bedrooms 9 - 6 units 2x3b + 4x4b = 22 bedrooms 10 - 6 units 2x3b + 4x4b = 22 bedrooms 11 - 3 units 3x4b =12 bedrooms 12 - 5 units 2x3b + 3x4b =18 bedrooms 13 - 6 units 2x3b + 4x4b = 22 bedrooms 31 units/ 114 bedrooms Phase III-B 14 - 7 units 2x3b + 5x4b = 26 bedrooms 15 - 5 units 2x3b + 3x4b =18 bedrooms 16 - 6 units 2x3b + 4x4b = 22 bedrooms 17 - 3 units 3x4b =12 bedrooms 18 - 7 units 2x3b + 5x4b = 26 bedrooms 19 - 5 units 2x3b + 3x4b =18 bedrooms 33 units / 122 bedrooms " II G7 III � j 1 Addresses 1001 Krenek Tap Road Parking Legend Phase III -A Parkin S R ed 10 Bed- - 114 S Phase IV 7.979.260.6963 I 511 UNIVERSITY DRIVE EAST 20 - 7 units 4x3b + 3x4b = 24 bedrooms COLLEGE STATION, TX 77840 Extra Parking Spaces Provided: 11 spaces (Phase 1) CIVIL ENGINEERING * HYDRAULICS 21 - 5 units 3x3b + 2x4b =17 bedrooms SITE PLANS * SUBDIVISIONS Extra. Parking Spaces Provided: 24 spaces (Phase 2) 'it l '1 *11d : Total Parkin Spaces Provided: 141 aces g p r�� 1s•.• OG � �,�� fl110 �saa 24 - 8 units 5x3b + 3x4b = 27 bedrooms U E 0 U m 0 O > > # , N M Ld W N U � I O O rnm Y aN f- • U 25 - 7 units 4x3b + 3x4b = 24 bedrooms Parkin Legend All Phases g g 26 - 5 units 3x3b + 2x4b =17 bedrooms 27 - 7 units 4x3b + 3x4b = 24 bedrooms Y ILI L 0 O n n O Parking p Spaces Required : 1 Space per Bedroom = 609 Spaces. QQ U) Q Z (� O 28 - 7 units 4x3b + 3x4b = 24 bedrooms DO O J �� < Parking Spaces s g S p aces Provided: 673 P aces d 29 - 8 units 5x3b + 3x4b = 27 bedrooms O Qr f I I U Iron 20' Utility Easement. 7.5' Side Found Vol. 642, Pg. 150. �'� I J' ( ,I Bldg. Setback °= - - - - = =; - - -- - =- --------------------- ------ - - - - - I. 1 -ss - , o -ss - m ° = re®ss afl; ss-- i &` N 42 °21'14" E - 247.49' - '� t .� . ..��� -. l '.... .;, N 415842.. Found E - -- 282.76._... ; N 42 234 : 4 E .....77.9 : ❑. ❑ a r� _.:.,: o o _ 4 I ron ❑ t - - I:. _.. .... v WINDSOR POINTE APARTMENTS R4 -ZONED 16 6U �(A f v . N � r'P� rm I� N DD OD EPHAAS - 5 { S I f� I E h 1 ' ') ; 1 3. J1 s E a au moa Found 0 -- I i Z � \ 4\ N _Rod .\ and Bldg', �Setbl j r�• J z 1/a rl - (e y � r � _ I tag E1asem e 0)0 h is I I t'fri S [ D I } 05 # ? f -�_--- '- 1�`'y,: --=' � t .r f �. f 6 .r ZY f5 .N tf 41.2 I s �fl 1Pg 3 J 40,31' , E. -, ' 2491,31, 4 k ( 1 t Is - 1 4 31 O V TY" 1l, E I IS� Eiif n o �N421p vv,u 100.00 �2.. Iron o �d I -- Rod , y, Found k t :0 ."��I ` LJ --�� 42° 15 W 1 - 'r--- ••„�,°-- '-°-•'.....'' - - .°r- ° - ° - �.° �..-. ---- rte '" 85.20'.% .. �_.... ,, - ,, . (. fix - � . >,... i+tr°•...N -° -- 15' Front S 42'3f W - 518.4 Bldg. Setback KRENEK TAP RIO__ " J + I (60 ROW) 15' Public Utili f; Rod -I ? `-7.5' Side: ✓`. �• 1' I I I Found I Bldg. Setback N 42 °31'48 "I E I I ! i ' 60.00 I I :C o = _- . Lot 1 ock 1 I -- - - - -,. Bl II i F O Phoenix Adc1ition Phase One l r-I- I I � E; , -- � I � � < BEA�J -TiFUL SAVIOR EVANGELCCAL - .._ , --- i - I- �THERN CHURCH OF COLLEGE \ NATION X j I I I rn 682/775 t / II mI �€ R -1 ZONED _0 N 42 °30 E - 20811 m C3, r I X 00 c C, (D e -+- 3 D I , ro CD m ' Phoenix ° Addi Q tional Ir` �' W Z Phase Ones. / - „ �;: I FUTURE LOT" i o I I I , �o, _ _______ _; + o . 1.0 0 ACRE TRACT I I CD I ! _ �F --; ° ' •-..FROM 9.143 ACRES I ID I I (D 1 >r. 2516/ 1 16,' ,\ �'� 7 j I i •-*' ' I I N 7.5 Side .., o1.F I �x I Bldg. Setback �/ + 1 -- E - x. --20' - 0 t tl li y Easement \ ` I -- I----------- - - - - -- --- - -- - -- �- - -- - - -- # _J -IT - - - - u t , - - - - - - _ _____ y_- _- - - - - - -- 1 , - - - OBOI) -- �-`� I+ KRENEK TAP ROAD it , _.._..- _- _....-._-.- - -zJ•E- � h (60' (ROW) II CITY OF COLLEGE STATION i CENTRAL PARK Phase I 1 - 7 units 4x3b + 3x4b = 24 bedrooms 2 - 6 units 4x3b + 2x4b = 20 bedrooms 3 - 7 units 4x3b + 3x4b = 24 bedrooms 4 - 7 units 4x3b + 3x4b = 24 bedrooms 27 units / 92 bedrooms Phase II -A 5 - 3 units 3x4b =12 bedrooms 3 units 112 bedrooms Phase II -B 6 - 6 units 2x3b + 4x4b = 22 bedrooms 7 - 3 units 3x4b =12 bedrooms 9 units / 34 bedrooms Phase III -A 8 - 5 units 2x3b + 3x4b =18 bedrooms 9 - 6 units 2x3b + 4x4b = 22 bedrooms 10 - 6 units 2x3b + 4x4b = 22 bedrooms 11 - 3 units 3x4b =12 bedrooms 12 - 5 units 2x3b + 3x4b =18 bedrooms 13 - 6 units 2x3b + 4x4b = 22 bedrooms 31 units/ 114 bedrooms Phase III-B 14 - 7 units 2x3b + 5x4b = 26 bedrooms 15 - 5 units 2x3b + 3x4b =18 bedrooms 16 - 6 units 2x3b + 4x4b = 22 bedrooms 17 - 3 units 3x4b =12 bedrooms 18 - 7 units 2x3b + 5x4b = 26 bedrooms 19 - 5 units 2x3b + 3x4b =18 bedrooms 33 units / 122 bedrooms " II G7 III � j 1 Addresses 1001 Krenek Tap Road Parking Legend Phase III -A Parkin S R ed 10 Bed- - 114 S Phase IV 7.979.260.6963 g paces et . pace per oam - paces. Parking Spaces Provided: 106 spaces (Phase 3 -A) 511 UNIVERSITY DRIVE EAST 20 - 7 units 4x3b + 3x4b = 24 bedrooms COLLEGE STATION, TX 77840 Extra Parking Spaces Provided: 11 spaces (Phase 1) CIVIL ENGINEERING * HYDRAULICS 21 - 5 units 3x3b + 2x4b =17 bedrooms SITE PLANS * SUBDIVISIONS Extra. Parking Spaces Provided: 24 spaces (Phase 2) 'it 22 - 7 units 4x3b + 3x4b = 24 bedrooms 23 - 8 units 5x3b + 3x4b = 27 bedrooms *11d : Total Parkin Spaces Provided: 141 aces g p r�� 1s•.• OG � �,�� fl110 �saa 24 - 8 units 5x3b + 3x4b = 27 bedrooms U E 0 U m 0 O > > # , N M Ld W N U � I O O rnm Y aN f- • U 25 - 7 units 4x3b + 3x4b = 24 bedrooms Parkin Legend All Phases g g 26 - 5 units 3x3b + 2x4b =17 bedrooms 27 - 7 units 4x3b + 3x4b = 24 bedrooms Y ILI L 0 O n n O Parking p Spaces Required : 1 Space per Bedroom = 609 Spaces. QQ U) Q Z (� O 28 - 7 units 4x3b + 3x4b = 24 bedrooms DO O J �� < Parking Spaces s g S p aces Provided: 673 P aces d 29 - 8 units 5x3b + 3x4b = 27 bedrooms 69 units / 235 bedrooms Density Legend Density =172 units on 13.72 acres 172 units / 13.72 acres = 12.54 units per acre Allowable Density =16 units/ acre * 13.72 acres = 220 units Parking Spaces Required By Phase Phase I: Pa -king Spaces Required: 92 Spaces. Parking Spaces Provided: 103 Spaces Phase II: Parking Spaces Required: 46 Spaces. Parking Spaces Provided: 70 Spaces Phase III: Parking Spaces Required: 236 Spaces. Parking Spaces Provided: 242 Spaces Phase IV: Parking Spaces Required: 235 Spaces. Parking Spaces Provided: 258 Spaces O e , O � 0 O CV O �o n G T a o cF' G� n v Y O c 'th O te a• o �- o c �c F �a VICINITY MAP N.T.S. GENERAL CONSTRUCTION NOTES-: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthennon:j 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 Kean Register at Oncor, Tel: 774-2501 c. Contact Mike Lavender at Cox Cable, Tel: 846 -2229 2. All construction shall be in accordance with the current City of College Station Standard Specifications for Street Construction and City of College Station Water and Sewer Specifications. Al inspection on public infrastructure shall be performed by the staff of the City Engineer of College Station. All construction shall be coordinated with the City of College Station 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. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineers time spent reviewing changes and redesigning based on contractors requests. - 4. Trench Safety Requirements sh,911 be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Trench Safety sheet for details. 5. TRENCHING AND BACKFILUNG: The backfilling of all trenches within structural areas shall be accomplished with cement stabilized sand placed to within 6" of pavement subgrade. The backfilling of all trenches outside of structural areas shall be placed so as to achieve 85 percent Modified Proctor Density. All backfilling shall be between optimum and 4 percent (4 %) wet of optimum moisture content. Testing shall be provided by a certified laboratory at the Owner's expense to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalk footprints 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 Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of College Station Electrical Division. 7. Where a contradiction between plans and specifications occur, the plans shall be ruled as superior. 8. All materials and labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. 9. The Contractor must provide construction staking from the information provided on these plans. 10. Trees to be protected are shown here in and shall be fully protected prior to the start of construction. 11. All soil exposed by construction shall receive Solid St. Augustine Sod. 13. Trenches may be left open overnight if properly barricaded. 14. All paint and glass beads used shall conform to TxDOT Standard Specification 666 Type II with glass beads. 15. The CONTRACTOR is required to maintain an appropriate traffic control plan (TCP) while working on the roadway. This TCP shall conform to the guidelines in the contract documents and those contained in the Texas MUTCD. 16. Handicap Ramps shall comply with all requirements of the Current Texas Accessibility Standards. 17. Contractor shall install 2 -4" Grey Schedule 40 PVC conduits as shown, 48 " below finished grade and install pull string in conduit. 18. Structural fill (under pvmt, building pad, sidewalks) shall be compacted to 95 % std. proctor density. 19. Fire.Walls: All exterior walls and required interior walls shall be sheathed with e" Drywall to provide a one (1) Hour fire rating. SITE PLAN NOTES: 1. Name of Project: Waterwood Condominiums 2. LegaLDescription: Lots 1 & 2, E & M Jones Farm Place 3. Owner: Jim Stewart 4200 Woodland Park Court Arlington, Texas 76013 (817) 994 -4663 (817) - 8664 UTILITY T AP LEGEN 4. Engineer. Mitchell ell &Morgan, L.L.P. 511 University Drive Fast, Suite 204 l College Station, Texas 77840 W) (SIZE) (979) 260 -6963 f l l 5. Zoning: R-4 ' ■ �•�.. �_ .2 .SANITARY SEWER 6. Existing Use: Vacant Proposed Use: Condominiums 7. Setbacks: Per City of College Station Ordinances / s WATER/DOMESTIC 8. Site Area: 13.72 acres _- 9. Project Information: PH I: 27 units PH [[-A: 3 units T � RRGATIOT PH II -B: 9 units PH III -A: 31 units 1��*� rs PH III -B: 33 units Viet PH IV: 69 units No portion of this site lies within the 100 -year floodplain per FEMA's Flood Insurance Rate Map panel 48041 C0144C. { Effective date: July 2, 1992. ) ? _, w RE IEWE COMPLIANCE NUV 1 2004 COL.LL E STATION E NGINEERING REVIEWED FOR COMPLIANCE NOV 7 2004 COLLEGE STATION DEVELOPWNTSEVICES E LL IVI M0RG 7.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorcjan.com 'it *11d : h <: r�� 1s•.• OG � �,�� fl110 �saa ®o� .gym U E 0 U m 0 O > > # , N M Ld W N U � I O O rnm Y aN f- • U U ai C s O 2 �o 0 LL (L Y ILI L 0 O n n O LL � r " , P d QQ U) Q Z (� O Q O H 'S Z DO O J �� < O N Q d W C O U Ir Q , " J J v w 0 Of 12 Sheets N ti Phase Plan PROJECT BENCHMARK: Square cut in light standard. Located ooruos from the East corner of property fronting Kpenek Top Rood. X= 3560020.02. Y= 10209307J2, Elevation =274.69 POP. Manhol ! -Condoot Prop ^ S ~`.. to E'xisting 8" SS- '----- / _________ ______ ______ ���'��� �� ����� � ��� u �� � -'��- -~' _____ � k 2 � ��� C�on«uz � \ 20' Ut�� Eb�emont Yo| -� | C| > ! / 75' Sid 2O' Ut�ty Eoaem��� yo| _� ��-' ------ -----' ------ ------m�xr�=����---- i`/` | \ �\ ` 'k' \ : - / (typ.) Manhole ar7S1 4" S.S. anout 20' Re wide �p/ / | -flume | a� ell r«K 0. 17' " _ y Edgd of Remove Temporary Pave, ent Curb m [� @LF� uuu /���� E u{ N1�WOneS All curbs and curb ends designated as | `` firo|oney on plans uhoU be pointed red with *4^ (four inch) white lettering stating ```` | SEE C NTRAL PARK LANE "FIRE LANE-NO PARKING-TOW AWAY ZONE" EXT ON Wording may not be spaced for than fifteen (15) feat apart. CONSTR UCTION DOCUMENTS ---� ----- ^°^ ''.-^^.... .'. .. .. . ' � - o ��g / n,]n n a�/po and white |attering are pointed on surface of pavement. - . � ........ . .....'.. . � FIRE LANE STRIPING ' � � | � } 18^ x 12^ ' See Ordinance for Trdct Thomas Madison an d- Wife, Henry Et Madison 1OO5���� ..~`./.~-.~ 5/8" Water Meter P1 Electrical Junction Box M Building Number F I Transformer Wrought Iron Fence 2-2"-PVC-EC — Electric Conduit nommoc:� Retaining Wall (Size in Inches Indicated) —X—X— 6' Board Fence Fire Lane Striping Removed with concurrence Sid walk 7� 5 Sidei ,e back nout 'p.) P R21 0' rrl Line S. D. Storm Drain nctio J Pli GENERAL NOTES I iNk All roof and ground-mounted mechanical equipment ohoU be screened from view or isolated as not hobo visible from any public right-of way or residential district within 150' of the subject |nt, measured from o point five feet above grade. Such screening nhoU be coordinated with the building architecture and noo|e to maintain o unified appearance. All proposed public utility infrastructure ahnU be covered by o blanket easement until o fnnnn} easement is approved. All sanitary sewer oho|| meet building code regulations and be inspected by the City of College Station building Contractor nhnU coordinate with CnUngc Station Utilities, 764-3660. prior to connecting to existing waterline. _ Remove ~ / U ! T emporary Curb ���� ] U� ���U \ �� N | | P40 �� � | �� } iz;| CD SEE C Cn "o Scale- IL CO TRUCTED 5' Storm 'o 12" PARK Line P) PHASE C-0 InI Sanitary Sewer � | | | ' CONSTR UC ION / | .~��� ����k� / onnect � | ^ �� ='p`J ' ^ \ \LL | � . ,_.����`�=�~� ��c�s � .-� ,m 4�n��*��c��_��~ ���/°-�\ \ \ | Ab existing AM � ` JL­ -_ __ ''� 1 Ex. 8" Water Line Wonbde / ---�--[------' / � ------�' 4 ' RCP ey ... ..................... P . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I - ............. I .......... ........ ..................... ........ ........... 21 0' X Ex. 8" Water Line 7.5' Side Manhole Bldg. Setback Z Lot 1, Block 1 I m Scale- Phoenix Addition— Phase One 1 inch 30 f eet 12^ Water XISLin Line | StormD in NOV 1 2 t Junction ox Ler ater Line | / / ENGINEERING Light 38' BB -PVT� � I I I I I I I I { I— . a i i I ' 17 I -- � 4 J r z s. a y r IY '. 2 d r I - z' S �. 1 :.. �- - �sY, z ¢ ✓ti". a , - z` '^-.' a - 'a fit`'` rS" I f r 1 �rr r r r a \ x 1§ t -tom } P t r I 4' ... ...... f I _.'1 1 2.f c k� S Ih. ':,.�'.l J) I r� y t5.r .rt vl� 11 �r.. t'i •C' e. : L -£ C A t C X14 !J I z .fly t ' i ,c 4:r_ -fiiT. J�. I I J V - 3 - - a ,::� �' - '; f 1 . e ,4., I r. n3 - •- 7..r'., ,2 - I t I j 8. x 7�- .... z.:,z . F'. ..r r 5 1`. •� s. S. t .,. ,f. -,.. +`':�'✓ ..._?, �' .z�!! ,1 a,..., ,e,,,.. . r : ,,...> I ♦ I ._. , ,r_ x _.c__. - , ✓S ... `y a �. " "�� S _,._,� y .:. i.', -t' 4' `�7 Fy - .✓ 'T`. J . v ?I 5 - 1 . 4. 1` ,� �' Z 1 �:>;. , �' 7h N ,J . F I , ".. t , is BUFFER REQUIRENWNTS Length of Buffer Area = 444 LF Required Buffer Plantings 1 - 2" caliper canopy tree / 25 LF x 444 LF =18 trees 1- 5 gallon - 36" tall shrub 13 LF x 444 LF =148 shrubs Provided Buffer Plantings 18 Lace Bark Elms 148 Waxleaf Ligustnun LANDSCAPE / STREETSCAPE CALCUI ATIONS SYMBOL I h SIZE COMMON NAME (BOTANICAL NAME) UNIT PTS. TOTAL PTS e �I , is BUFFER REQUIRENWNTS Length of Buffer Area = 444 LF Required Buffer Plantings 1 - 2" caliper canopy tree / 25 LF x 444 LF =18 trees 1- 5 gallon - 36" tall shrub 13 LF x 444 LF =148 shrubs Provided Buffer Plantings 18 Lace Bark Elms 148 Waxleaf Ligustnun LANDSCAPE / STREETSCAPE CALCUI ATIONS SYMBOL QUANTITY SIZE COMMON NAME (BOTANICAL NAME) UNIT PTS. TOTAL PTS e 350 5 gal. Indian Hawthorne (Rhaphiolepis indica) 10 3,500 7 2.1 " -3.4" Cedar Elm (Uimus crassifolia) (Interior) 150 1,050 ® 5,000 4" Asian Jasmine (Trachelospermum asiaticum) 0 0 Field Verify Sq. Ft. Common Bermuda Sod (Cyndon dactylon) 0 0 16 1.5" min. Canopy Trees (Streetscape) 75 1,200 Streetseape Required: (387 x 300 Pts. = 2,32''. Pts. (387725) =16 Canopy Trees Points Per Project Area Requu*ed: PRASE 3-A: 97,729 SF of Site Area 97729 SF / 1,000 = 97.73 97.73 x 30 = 2932 Points Required Total Points Required: 2#4"oints 5Zsy Total Points Proposed: 5,750 Points TOTAL 5,750 pts. PHA E 4 Lot 2, E & M Jones Farm Place v 1 1 � I I { I '� III III II I I II I ------ -}- - -- 111 I) j N � r I( �I I \ I P � O N_ Q C) h r� OC T T Z j � i ;0 0 - I 3 , RE VIlEWED FOR w axleaf _ II COMPLIANCE � Ligustrum 6' Wood Fence (t as per Buffer I I I I NOV 7 2004 Requirements. I I i I I COLLEGE STATION I i I i DWELOPWNT SMILES NOTES: 1. An irrigation plan will be submitted separately. Plans must be reviewed and approved by the City prior to the issuance of a certificate of occupancy. 2. All wax leaf hgustrum plants used adjacent to the Lutheran Church property line must be 36" at the time of installation. 3.. 100% coverage of groundcover, decorative paving, rock, or grass is required in all parking lot islands, swales, and drainage areas, setbacks, right -of -ways and any property disturbed during construction. ------- ----- ( I roe L _ I k _ I I i { { I► 0 IY N �V I� I �I { (I, III (I �I � I I II I ,i 1 1 l I� I` J{ I JI I BUFFER REQUIREMENTS Length of Buffer Area = 444 LF Required Buffer Plantings 1 - 2" caliper canopy tree / 25 LF x 444 LF =18 trees 1- 5 gallon - 36" tall shrub / 3 LF x 444 LF =148 shrubs Provided Buffer Plantings La Bark 18 La Elms B L 148 Wa deaf Ligustrum Total Points Required: 8,123 Points Total Points Proposed: 10,200 Points 10,200 pts. 120 1 1 44 00 1 I i I I �I I _N --- - - - - -- CXD �f- �� - Ct O CIO � v � ° z� ° �mC() Q � 9.143 acre Tract Thomas M. Madison and Wife, Henry Etta Madison 1005/625 II I III E I I 1 II -1 _ - - - - -- _._. .................. ---- - - - - -- - - . li '- I l D _• _. i � ! I I I P- III I I Q LO:t 2, Scale: II 'i inch — 30 feet E Sc M :Jones I � � II .. -: .I _......__._.._..:: "....: Farm Place _.. _... p u - . F" m - I .I, REVIEWED I� fl -- -- - - -- - -- -- - -- - - -- - - - - -- - - - -- - - - -- - -- - ----- - - - - -- - - -- - 1 I �?MP ,..IANCE �- ---- - -- - -' - -- ; =- ---- :.r,- ---- ---- ------ ---------- - - - - -- - as a1,4 V - - --- -- - -- � enn„ - ------ --------- ------- O -- _ _ �, - - -- - -- — i -- - - au - .I, erc _ I� �y AR• n _ .. _ ��� 1 - �.` '.Ili' '.1. 'nf�e -nl,.` I -. :: :I,.` ,I, !•,o _ :� , .IR •. I ' f 11, L 1�C4 • ll, .., ,., G d) 1. - - - - - • <„<,m %AIL a:, :.�r_ - - - :��„ _ • -.a _ _ ':yY „ I : i _ I I I .y. � .I � ���,''/'� 9IT. ` —�.= '/I ,`t y!•„ % /U:.:.':1L'..�� ZL`.v � � y �' • 11� _. ��I�.v.JULlli.. 'll��� C. %II�S ..—:�- `.. �aB�S� .LLl .�1'.�U"��4G� — _—.._• '`n1,9._ -. nl,,...:(I leaf � Waxleaf I I D Lace Bark Lace Bark Lace Bark - ` COLLEGE 81 1� N Elms t Ligustrum Ligustrum Elms t (YP) (YP) (tYP) Elms (typ.) t ( I ( LQ4 NT S (ICES X. (s� W ooc� � t YP ) I m Lot 1, Block 1 Phoenix Addition- Phase One j l I D A� r r LANDSCAPE / STREETSCAPE CALCULATIONS SYMBOL QUANTITY SIZE COMMON NAME (BOTANICAL UNIT PTS. TOTAL PTS ® 720 5 gal. Indian Hawthorne (Rhaphiolepis indica) 10 7,200 20 ,� — 2.1 3.4" 1 us crassifolia Cedar Elm (U m ) 150 3,000 ® 10,000 4" Asian Jasmine (Trachelospermum asiaticum) 0 0 Field Verify Sq. Ft. Common Bermuda Sod (Cyndon dactylon) 0 0 T5 TOTAL Streetscape Required: 387 /50 a 3 • 00 Pts. = 2,322 Pts. = a Trees 8� l2s 16 C anopy 3 PY Points Per Project Area Required: _ 193,345 SF of Site Area 193,345 SF / 1,000 = 193.35 193.35 x 30 = 5,801 Points Required 111 1. An irrigation plan will be submitted separately. Plans must be reviewed and approved by the City prior to the issuance of a certificate of occupancy. 2. All wax leaf ligustrum plants used adjacent to the Lutheran Church property line must be 36" at the time of installation. 3. 100% coverage of groumdeover, decorative paving, rock, or grass is required in all parking lot islands, swales, and drainage areas, setbacks, right -of -ways and any property disturbed during construction. 1 " I f I VII I I II ( II I ------ -}- - -- .III I i i i i i i i i - I � 1 t I � i