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HomeMy WebLinkAboutSite and Landscape PlansLOT 1., BLOCK 1., LAKERIDGE SUBDIVISION ENGINEER: MITCHELL & MORGAN, L.L.P. 511 UNIVERSITY DRIVE E., SUITE 204 COLLEGE STATION, TEXAS 77840 (979) 260-6963 COLLEGE STATIONy TEXAS SEPTEMBERy 2010 VICINITYA4AP (NOT TO SCALE) INDEX OF SHEETS COVERSHEET 01 OVERALL PLAN 02 SITE PLAN E ELECTRICAL PLAN LSI LANDSCAPE PLAN OWNER: LA KERID GE LIVING L.P. A TEXAS LIMITED PARTNERSHIP n P.O. BOX 10028 ; COLLEGE STATION, TEXAS 77842 Ic one (979) 739-9944 C OCT 2 5 2010 b E I--WEDFOR C OCT 2 5 2010 �!� a COLLEGE a:�, _ IO i ENOINCERING /01ie6 I 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 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 3 & 4 Bdrm: 48 bdrm rk 0 - 7B units (2x4b + 2x3b + 3x2b) = 0 bedrooms required paing: 48 p.s. \ 0 - 7C units (7x4b) = 0 bedrooms Type 2 Bdrm: 0 bdrmrequired parking: 0 P.S. 1 - 6 units (4x4b + 2x3b) = 22 bedrooms Required Parking Phase 1A: 48 p.s. i \ Parking Provided Phase 1A: 118 p.s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Total Parkin Provided: 0 5B units (5x4b) = 0 bedrooms 9 118 � 13 units / 48 bedrooms Phase IB J 0 - 8 units (3x4b + 2x3b + 3x2b) - 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 1/ TRACT 1 CITY OF COLLEGE STI , 2 - 7A units (5x4b + 2x3b) = 52 bedrooms required parking: 52 �.s. • \ \ \ VOL s762, 0 7B units (2x4b + 2x3b + 3x2b) 0 bedrooms Type 2 Bdrm: 0 bdrm 85 0 - 7C units (7x4) = 0 bedrooms required parking: O P. JEFFERSON AT THE ZONE, LP / f/ CURRENTPC * ZONING: Required Parking Phase 1 B: 52 p.s. LOT 2, BLOCK A HOLLEMAN lack rotive R-1 \ 0 - 6 units (4x4b + 2x3b) = 0 bedrooms I iFe Parking Provided Phase 1 Bp.s. nce : 0 VILLAGE ADDITION \\ \ 0 - 5A units (3x4b + 2x3b) = 0 bedrooms VOL. 3613, PG. 285 D.R.B.C. ran 0 - 5B units (5x4b) = 0 bedrooms I ` Total Parking Provided: 118 p.s. i CURRENT ZONING: R-4 7 � � ,• / A � \ 14 units 52 bedrooms I A 15' Fron ck Phase IC units 3x4b + 2x3b + 3x2b = 0 bedroomsType 0 8 ( ) a& 4 Bdrm: 42 bdrm 0 = 7A units (5x4b + 2x3b) = 0 bedrooms required parking: 42 p.s. 1 7B units (2x4b + 2x3b + 3x2b) = 20 bedrooms Type 2 Bdrm: 6 bdrm 1 - 7C units (7x4b) = 28 bedrooms required parking: 9 p.S. \ \` Required Parking Phase 1 B: 51 r A 0 - 6 units (4x4b + 2x3b) = 0 bedrooms '� � ,a,\ .� Parking Provided Phase 1 Bp.s.: 59 1 f 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Total Parking Provided: 177 p.s.! / ` rop- hft�l 0 - 5B units (5x4b) = 0 bedrooms Hydrant 14 units 48 bedrooms ; , / 1 •A Phase II VIC/NI TYMAP r 1 - 8 units (3x4b + 2x3b + 3x2b) = 24 bedrooms Type 3 & 4 Bdrm: 192 bdrm 0 - 7A units (5x4b + 2x3b) = 0 bedrooms required parking: 192 p.s. �, f / / O moo• moo\ 2 - 7B units (2x4b + 2x3b + 3x2b) = 40 bedrooms Type 2 Bdrm: 18 bdrm Security required parking: 27 p.s. Exist.,t '.U.E Plat �4' Gat 3 - 7C units (7x4b) = 84 bedrooms 1 ( ) ,� /= s«�,rlty p \ \ \ Required Parking Phase 2: 219 1 L (Vol. �61a, PG_2e5) \�� o, i Gatesp \ 2 - 6 units (4x4b + 2x3b) = 44 bedrooms Parking Provided Phase 2: 201 p.s. / i, \ Exist 15 P.U-E \ \ 1 1 - 5A units 3x4b + 2x3b = 18 bedrooms I �° �4 i �� Vol. 9515, PG. 150 ( ) Total Parking Provided: 378 p s v 1 0 - 5B units (5x4b) = 0 bedrooms60 \ I units bedrooms % \ d\1 \ (reflects ddtll 5') \ -. Phase III41 0 - 8 units (3x4b + 2x3b + 3x2b) = 0 bedrooms Type 3 & 4 Bdrm: 208 bdrm Water, 4 - 7A units (5x4b + 2x3b) = 104 bedrooms required parking: 208 p.s. r` Meter ` \ Type 2 Bdrm: 0 bdrm 0 - 7B units (2x4b + 2x3b + 3x2b) = 0 bedrooms parking: 0 R.S. p 3 - 7C units (7x4) = 84 bedrooms required Required Parking Phase 3: 208 ps. Retaining Walt � 0 - 6 units (4x4b + 2x3b) = 0 bedrooms % 4 4 ` �'' \ 1 Parking Provided Phase 3: 203 p.s.Exist 18 f p< � I 1\ -- �\ BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) DOMESTIC WATER (PER UNIT) SEWERAGE FLOW 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Total Parking Provided: 581 p.s. / 1 \\ ` ; \�� W°terline \ \ PALOMARES CONSTRUCTION, INC. 1760 GPD MAX. uu tare CRAWFORD BURNETT TRACT 62. 1.20 GPM (PEAK) 1 - 5B units (5x4b) = 20 bedrooms �, � i - ;, � ` 13$` ,�;.;. \ � '� (NOT PLATTED) 8 UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 0.60 GPM4 units 208 bedrooms `9� q r\ \ ` CURRENT ZONING: R-1 7A UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. (AVE)( ) / / O :N \ 0.00 GPM (MIN) - - �/ 3 \ \ 7B UNIT BUILDING = 3730 * 3 = 11190 SQ.FT. Phase IV / 7C UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 1 - 8 units 3x4b + 2x3b + 3x2b = 24 bedrooms / \ \` * ( ) Type 3 & 4 Bdrm: 204 bdrm j I dr re \ 6 UNIT BUILDING = 3728 3 = 11184 SQ.FT. €� ,"^ �;' �\ \ j �\ Hydrant l \ 5A UNIT BUILDING = 3110 * 3 = 9330 SQ.FT. 5 - 7A units (5x4b + 2x3b) = 130 bedrooms required parking: 204 p.s. } \ } \\ * 0 - 7B units (2x4b + 2x3b + 3x2b) = 0 bedrooms Type 2 Bdrm: 6 bdrm } I \ 56 UNIT BUILDING = 3110 3 = 9330 SQ.FT. 2 - 7C units (7x4b) = 56 bedrooms required parking: 9 p.s. ;� �� ,_� a� ° — _ T v11 Density Legend Required Parking Phase 4: 213�s / 4 / �\ I \ t �' g 0 - 6 units (4x4b + 2x3b) = 0 bedrooms } / —� Parking Provided Phase 4: 272�s. j 2-12'x12' '� - � x Detention Density = 212 units on 16.40 acres 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Total Parking Provided: 853 p.s. o r j �mpster Pora'�, Stai 212 units 16.40 acres = 12.9 units per acre 0 - 5B units 5x4b = 0 bedrooms ~- / P ( ) / { rap. Fire \ \\, Max Allowable Density = 20 Dwelling Units/Acre units 1 bedrooms / Hydrant \ \ (R-4 Zoning) io / LEGEND �� <� // Prop. Fire \ \ Retaining Wall \� \ Hydrant FIRE DEPARTMENT CONNECTION WATER METER a WATER VALVE LPJ/ < �3 Stoics \ _\ INTERIOR ISLAND CALC U LATI 0 N S ow FIRE HYDRANT091 s Q = O toir8 16 r \� , � v SANITARY SEWER CLEANOUr 0,� \\ \ \ ` \ `` ®O SANITARY SEWER MANHOLEI ` \ \ PERIPHERAL PARKING SPACES: 90 P.S. RAIN CURB INLET STORM D/ ��+ trt '� ti6 6 ¢ INTERIOR PARKING SPACES: 763 P.S. / , /� \ �� \ ro ti \ NAVAJO, LTD / q 2-12'x CRAWFORD BURNETT TRACT 66, \ f 7f \ e / \ EXTRA INTERIOR LANDSCAPE AREA REQUIRED: RAMP WITH ADA PAVERS Q Dumpster Pad �j \� (Nor PLATTED) 15 CURRENT ZONING: 763 P.S./15 P.S.=50.87 51*(180 SQFT)= 9180 SQ.FT. ,/ ti6 0 p \ !' \ • � R-1 � - // A � � }� � EXTRA INTERIOR END ISLAND REQUIRED: 9180 SQ.FT. TRANSFORMER PAD ProFire TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 18558 SQ.FT. ELECTRICAL PULL Boxy a -_ \ Hydrant ELECTRICAL SWITCH GEAR ,o-al Hydrant ll el \\V ! I � i^ l Block Iron nee I � r\ Fire �/ i \B. Pad L / p. Fire W /Hydrant 1, BLOCK \ LAKERIDGE SUBDIVISION v • �0 .. / o 16.52 ACRES rop. Water ` �g CURRENT ZONING: R-4 I � � �� �- i j 0,•><" Meter (TYP) \\ t Exist. 'IS' P.U.E (Plot) / OO /� V \ rop. Water \ O (Vol. 3613. PG 285) ^\\ / /' / /� O \ t t Meter (TYP) LA 18 SS 16-SS- 16- / 7Q9,z { n i \ W , wv A\ , [' ! " Black Decorative \ \ Iron Fence - 9 ARAPAHOE, LTD '' / 1 '�, �� � � \ CRAWFORD BURNETT SURVEY o I r REMAINDER OF 58.30 ACRES Gr �8, ' �' 1 I I \\ 2 I N \ VOL 354/PG 416 DRBC 1.216 ACRES (NOT PLATTED) / ,: 1 3 R-4 Gates W I 1 / © m \\ \\ Prop. Fire \ Hydrant kX I \ \ \ rop. Water \ / .' �� t! C Meter (TYP) jam/ 4 ff \ 26 t� Lj 76 I / WL -WL � '"'�.� ��i Prop. Water �T/P� �� .`�� \ ��y� Prop. Fire ;,� -- _ ._Meter (TYP) -3 2-12'x12' H \ t I °/ , P Water '`. �/ �ry Dumpster Prop. Fire -. / / �/ rant `� ♦ Dumpste2• Pad •'` \�\ � \ _ \ / .•� Hydrant �.,; /i 2-12'x12' `-'�-�---._ Prop. Fire rop / ry p i i Dumpster Pad n 2-12'x12' Hydrant Meter (TYP) \ Prop. Fire ��� �` Pad Dumpster Hydrant _—.— --� —___ _ ! g� Pod —-SYP------- —----------- — --- . — — _ F F . i.t. .—•-__-.--.- ® _' .{:,•tea. 3:`e-. '-�", % -1 _..— ryc s .-... _ ` �- � - - ,' t\ • V J 1 F E - gas ul gas Exist. 15� P.U. nos ` 1k ~l � s--- . ■- - ®: °- w ■ �i -ir tip ■ °� -s-- i■ -ter -er--->F - - - - gs 9a - --°�T i s gas i iT �, (Vol.—(vPG—) �, UT _. UT UT U _ _ _�«_UT ---- Black Decorative _--._ v_ 15' Side �� Black Decoraf -- ---- I Setback ? Iron Fence - aS Iron Fence _.--_.-_-"._� ---------�"''` ` f `�2 g -- t Uj i HARVEY M ITCH ELL PARKWAY FM 18 325 324 Fm MITCHELL lvsml� ORGAN —m I T.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 7784 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING H)ORAULICS HYDROLOGY *UTILITIES STREETS SITE PLANS *SUBDIVISIONS www.mitchellandmor an.com FirmF-1446 9/30/10 * F... TFY P�E...0 .:.................................. VERONICA J.B. MORGAN ...........................• ao��Fc 77689 SS�NA. O m M C44 > w m m v >,,o a) m W TC U v)3� V) ;? C.) 0 I p LL_ (.7 CL U ao V U) C O U) 0 W � O O Z I\ J r�r^^ Q V � o W � W o � PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH - - -- SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION �' � � �-__-___Y _-_-- - _ • 99 JEFFERSON AT THE ZONE LP. WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev- 322.23 �` _., �`"----•_ _ _ _______-- ��► �7 W LOT 2, BLOCK A HOLLEMAN `` --��` _ Exist. 18' P.U.E. - -' VILLAGE ADDITION - -Exist. 18' -jCTol. 613, PG 285) - --- �- ----' J VOL. 3613, PG. 285 D.R.B.C. --- Sanitary Sewer ----- - - _ - - -- - - Eki L 6' PVC - - Silt Fence CURRENT ZONING: R-4 _ - -- t -- 15-ss - 15-ss -; 1!-SS - 19-55 - te-ss - 15-SS - 1 ur-ss 1s-55 to SS tee 1•-sB Is_ss L Sanitary Sewerse:riresa�sasi•,�•s.ssW.ssW�s�sM MSetback3FF / FF=320.53 II Exist. 3 2-12'x12' FF= FF= FF= - Dumpster 318.28 31&28 317.39 317.39 316.50 31f1 1 FF=320 53 I ad Isolation ist. 20' P.U.E. Volvo317.39 vol. 9789 1 9 �. P __3 t ' � FF=3f9.64 � Exist. 15' P.t1.F_ j I ` l / -Prop. Water Prop. :S' Wide I i I I (vol 9789 pg 191) - ----- -- - -- Meter�T"P�- alkwaY iP) PVC Public--� t' r - I - ----- \ Exist 3' tide �> �II __� FF=319.64 Waterline - 7 - / \ f U i Prop. Water Prop. Fireline Walkway (TYP) i i i I Meter (TYP) Exist. Fire & FDC Exist Fire ' Hydrant Exist 6' PVC/ /--- - - ----- \ Hydrant p. si s; I Sanitary Sewero \ E Exist. Var. Width • P.U.F (vol. 9789 pg. 191) \ \ t FF=319.64 I I I vExist. 15' P.U.L. (vol. 9789 py 191) i Exist. 8' J i FF=31&75 -� I PVC Public / I/Waterline Exist. 18' gExist. 10' P.U.E. \\ \� / I I PROP. �/HDPE vo / (vol. 9789 pg. 191;F�HDIPE 18' \ \ J 1 Scale: I STORAGE / Exist 18" \ I 1 inch 30 feet 1 FF-31&75 I BUILDING let _ I FF-314.70 r- / I I Temp. C,irb - - - - - i L - - •- - L - -Exist. 2'_ - �.� "-(To Be Removed) I s-a IG Meted \\ Sand Bag ----- Exist 8' ------------- Protection / i - Prop. FIrelinesPVC \ WaterlinePublic I I & FDC �'. �c�ture Exist. Fire / / �' Exist. 4' „ j \ `� Hydrant / Sleeves N _ / 1 I } Exist. 36" \ FuturesFDC\ Exist. 8' ' Exist. 10' P.U.E. ` �HDPE _ ? \N" -- ��rSleeve Exist. 36'� I (vol 9789 pg 191) / NWn / n 4 / ' ' r Exist. 6' Sidewalk HOPE / .�� i Prop. 3'X5' I i Pull Box Exist ?' ' -- I Sleeve 11 i;' Sidewalk e-� - J - �. Exist. Prop. 10' /- Exist. 6" PVC - 36" RCP I I P.U.E. Sanitary Sewer r - _! L -Future SS _ SS Line I Future 8" Prop. I I Future 6' r_ _ J - Electri I I Sanitary Wateriine��\ / /- I i Sewer ilt Fence �- _J 1 // 1 FFUTURE% 1/ / J P1U % L_ 4. / l Exist. Retaining Wall ` e 7 �_J / I . \ \ HOPE �.. \ 14 1 Exist. 4' Sidewalk i 1 Exist. 5' Sidewalk `4Exi 36 /r Future / / Future 4 Electrical FutuiI PVC Pubic Conduit (Fire Waterline i Future \ - Future P?U.E. Future\ \\�� _ 10, Prop. /// / / 12'x12� �� P.U.E. Electri / 8' / / Dumpster " Pad LOT 1, BLOCK 1_ � \ \J LAKERIDGE SUBDIVISION i '\ j 140 4 .,t Flutura� 16.52 ACRES /Conduit CURRENT ZONING: R-4�\\ r\ T CP Future Future 8" PVC Public z-2--Ec _ - - - - - - - / _J 15' P.U.E. Waterline ` f Future 15' \ s-� -Plc-a P.U.E. LEGEND FIRE DEPARTMENT CONNECTION WATER METER 6 WATER VALVE ON FIRE HYDRANT �- SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM DRAIN CURB INLET RAMP WITH ADA PAVERS TRANSFORMER PAD ELECTRICAL PULL BOX ELECTRICAL SWITCH GEAR PARTIAL SITE PLAN Density Legend Density Ph. 1A & 1B = 27 units on 3.97 acres 27 units / 3.97 acres = 6.8 units per acre Max Allowable Density = 20 Dwelling Units/Acre (R-4 Zoning) BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) 7A UNIT BUILDING (Bldgs #3 & 4) = 4346 * 2 = 8,692 SQ.FT. STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES nLE1N1E:-PPP-0CSA.y GENERAL PLMM 03 SI 7Da7 - 137 Pm 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 contractorY shall immediate) clean those areas. 3. Contractor shall place erosion control protection at appropriate downstream locations to minimize 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 facilitate 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. silt 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 stabilized. 7. Altemate 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. CINDER BLOCK FILTER FABRIC n ,I NOT TO COVER G- ; 11� , DRAIN INLET SAND BAG 0 � SAND BAG - FILTER > _� A - _ A A FABRIC HAY BALES ROCK SIZE 3/4- TO 1-1/2' _____L ________- METAL T-POST ---- -�-• NOTE: AS REQ'D. TO MAINTAIN. TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS 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. STORM DRAIN INLET PROTECTION SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. SWPPl-00 rX4' WIRE MESH "MINIMUM 12• SHALL BE FULL FASTENED TO T-POST GENERAL NOTES: WIDTH OF SITE ENTRANCE SEDIMENT CONTROL FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER FASTENED SECURELY TO HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 6' MIN_ DEPTH STONE VARIES T-POST & WIRE MESH BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL (ASTM D448, 3- TO METAL T-POST 8 OF FILTER FABRIC TO EXTEND GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS 5' DIAMETER) OVER TO tOO AS REO'D. TO MAINTAIN. IS PRESENT, BLOCK SOD YWLL BE REQUIRED. BARED AREAS 50 INTO A TRENCH AND BE ANCHORED SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF GEOTEXDLE FABRIC UT SPACED 6' APART WITH COMPACTED BACK FILL LAST DISTURBANCE. WITH SAME SQUARE ALLOW 2.5' TO 5' AT TOE OF FOOTAGE.A SILT FENCE AND/OR SLOPE FOR SEDIMENT TO APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED HAY BALES TO BE ACCUMULATE, ALIGN FENCE DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY USED IN AREAS OF ALONG SLOPE CONTOURS. CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DRAINAGE FLOW. VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS EXISTING STREET NATURAL GROUN pIREC?I OF FLOW COMPLETE AND THEN REMOVED BY CONTRACTOR. STONE Is TO BE MAINTAINED 4. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. NOTE: 6' MIN. DRESS WITH ADDITIONAL 4'X4' MIN. TRENCH - STONE AS NEEDED. SO AS TO PREVENT 2 CONSTRUCTION TRAFFIC GEOTEXDLE FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SILT FENCE ASSEMBLY SEC'HONA A SUBGRADE SWPPI-03 (CONSTRUCTION EXIT SILT CONTROL SWPPI-02 \v Ex Grade -4�� NTS 4'' Future 8 f " PVC Public ( 4 Waterline Future 15' l� P.U.E. f i/r Ex Grade il to Backfill i 7/ 7 NAVAJO, LTD CRAWFORD BURNETT TRACT 66, (NOT PLATTEC CURRENT ZONING: R-1 I i I I 8 ,1 II I 1"� ICITY OF I COLLEGE STATION, ITRACT 1 VOL 6762, I PG. 85 I O.R.B.C. CURRENT I ZONING: R-1 I / i I I II I I I If 1 cl� � 0 SITE �c o� HARVEY mnvif 11 Pw• SOUTH 1 COLLEGE STATION CITY LIMITS2t' N.T.S. l//ClNITYMAP (� 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 f i hours in advance of any excavation. �Jl f a. Contact Dig Tess 0 1-800-344-8377 b. Contact Kimberly Winn ® ATMOS 774-2506 C. Contact Mike Lavender ® Suddenlink 846-2229 d. Contact Isabel Cantu ® BTU 821-5770 e. Contact Mitchell Gas 0 779-4460 f. Contact Union Pacific Resources ® 778-8525 9• Contact Richard Wallace ® Verizon 821-4752 h. Contact Gilbert Ramirez ® CSU (ELectrical) 764-6255 i. Contact Butch Willis ® CSU (Water/Wastewater) 764 3660 ABANDONED 1 f RAIL ROAD RIGHT OF WAY 2. All construction shall be in 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, 2008, 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 for 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 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 and all federal, state and local regulations. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. 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 sidewalks 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 C.S. Electrical Division. / 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise / noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. �\ 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 7 / 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust the location of existing facilities. PALOMARES / CONSTRUCTION, 13. The contractor is responsible for traffic control. This is not a separate pay item. INC. 14. Temporary spoil areas will be identified on site by owner. Clean dirt may be stockpiled and remain CRAWFORD onsite if properly compacted in lifts and tested for density by geotech. These permanent fill areas will be BURNETT TRACT 62, / identified onsite by owner. (NOT PLATTED) i 15. All roof and ground -mounted mechanical equipment shall be screened from view or isolated so as not CURRENT ZONING: R-1 to be 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 I scale to maintain a unified appearance. 16. All soil exposed by construction shall receive cellulose fibermulch seeding. E, T_"", i 17. Fire suppression lines shall have a lockable lid on the isolation valve. The lockable lid shall, at a v I-P,. ., minimum supply protection as the AMPro USA LL562-WA locking lid. Alternate lockable lid shall be approved by College Station Utilities Director or his/her designee. CT � 5'I101O V' 18. Exterior Building and site lighting 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 directly project )L EGE „,,14� 10 light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not ENINE RING cross any property line. 19. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. I 20. Contractor shall mount a placard with the word "FDC" on Freestanding FDC's stand (Per Fire Marshall). I I 21. All storm sewer and sanitary sewer being constructed with this site plan is private. 22. All Water Meters will be 3/4" unless otherwise noted. I 23. All dumpster enclosures shall be 12'x12' interior clear space with no obstructions --+-- SITE PLAN NOTES: :t " 1. Name of Project: Lakerid a Townhomes r 2. Address: 1198 Jones Butler Road, College Station, Tx ICiRZId'��:'"t 3. Owner: Lakeridge Living L.P. A Texas Limited Partnership REQUIRED College Box 10028 OCT 25 2010 College Station 77842 J +1 1 (979) 739-9944 4. Engineer. Mitchell & Morgan, L.L.P. CQ +2r 511 University Drive East, Suite 204 t,r 0 +3' College Station, Texas 77840 I +41 (979) 260-6963 - y'- 5. Zoning: R-4 (Multifamily) NOT R' N rs 6. Existing Use: Undeveloped -Vacant Proposed Use: Multifamily 7. Setbacks: Per City of College Station Ordinances 8. Overall Site Area: 16.40 acres Phase 18 Area: 0.46 Acres 9. Water Demands Per = _ - Backfill Unit Min. 0.00 m Av 0.6 m Peak- 1.20 m ( ) 9P 9 9P . 9P 10. Sanitary Demands: 1760 GPD Max., Min.= 0 GPD, Avg. = 880 GPD (Per Unit) 11. Overall Height of Buildings: 40' to top Ridge I_II-I 12. Because the dumpster screens are located within utility easements, the property owner will be responsible for I_I the replacement of the I I p e if it becomes necessary to remove them for utility construction and/or maintenance. -III-I 13. Project Information: PH 1B - 14 UNITS 14. Dumpster Requirements - Phase 1A & 1B: 27 D.U./16 (Dumpster/D.U.)= 1.6 Dumpsters Required. �* 2" CEMENT STABILIZED SAND Prepared Subgrade This site does not lies within the 100-year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041 CO182 C. Effective date: July 2, 1992. #3 Rebor @12" Centers Centered Within 4" Concrete Wood Float Finish 2.0 % (MAX) 4" Thick Concrete OR LIME STABILIZED SUBGRADE Expansion Joints @ 60' o.c. Contracting Joints ® 5' o.c. STANDARD CONCRETE SIDEWALK DETAIL NTS * 5" CONCRETE ON PREPARED SUBGRADE IS ACCEPTABLE. PARKING REQUIREMENTS Per LIDO - Multifamily Dwelling: 3 & 4 Bedroom Units = 1.0 space/Bedroom 2 Bedroom Units = 1.5 Space/Bedroom Handicap Parking -Phase 1A & 1B: Per Table 2 Section 4.1.2 of TAS for 101-150 needs 5 Spaces 186 Total 5 H.C. Spaces Required (Includes 2 Van Accessible) PHASE 1B Total Type 3 & 4 Bedrooms = 52 Required Parking = 92 * (1.0) =52 Total Type 2 Bedrooms = 0 Required Parking = 6 * (1.5) =0 REQUIRED PARKING SPACES = 52 Spaces PROVIDED PARKING SPACES = 118 Spaces IvAl!'A �. . MITCHELL ITCT.979.260.6963 F.979.260.3564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 7784 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING H14DRAULICS HYDROLOGY * UTILITIES STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorgan.com Firm #F-1443 9/30/10 .............................:.. VERONICA J.B. MORGAN ....................................... 77689 .G/ STE�.:\�F SS�ONAL EaG I o a) C-4 > Ci T Ld m �a�iCID (D W C Y CLd 0C) U 0 O LL_ CW,7 N s` � UQ N Q O U fn U) t� � W c n / O LQ C),I Q W Concrete Pad F D G G [Conduit Entry 00 000 e 00 000 A E C NOTE: All Dimensions Are in Inches 8'° a000000:0 4"� 1/2" Rebar 18" Center to Center Both Ways Class "A" Concrete As Per City of College Station Specifications. XFMR A B C D E F G MAX KVA inches inches inches inches inches inches inches WEIGHT 100 Single 24 11 54 70 10 49 15 2,500 Phase 250 CONCRETE PAD SPECIFICATION POWER POLE PRIMARY GROUND PVC FEMAI, ADAPTOR ' LONG SWEET ELBOW 90' RISER POLE AND TRENCH DETAIL ELECTRIC FACILITIES Existing = RED nr­ -o or �, ove = GOLD = Pad Mount Transformer kw Amps NC = Fuse 00000-00XX Oo-o-oc= Pole = Meter = Primary PuWoox • = Pole 12OR40 f pia � 11 167 •' eam HC 2S71a-00 �•,.re'c 777 UNR ♦ 120I240 y F 7� 1 s� 0 O 0 0 LHC jwr © :0 �.\ SERVICE FOR THL S Mw%ti , POOL WILL COME i 2D rHE` ' CLUBHOUSE PANcL • sr t .' � r ` l 23461-M 1��aeo LM s � � 23359-25 R L115, THE GATE IPERATOR, QCUM ROM THIS-'TRANSFORMF� OM r HOUSE PANEL LOCATED UILBG 23311-10 ^' f E& XISTINGCONCRETE GUYrWI RE REMAIN 23311-15 8 ' REPLACE WOOD POLE x WITH 45' CONCRETE. _. __.. 23311-20 _ -- REPLACE WOOD POLE WITH SELF `8 SUPPORT 45' CONCRETE POLE 62. 23311-25 ,f REPLACE WOOD POLE WITH STEEL. I F - trio 1,f Proposed 2 - 1 w th 1 Prima y'1 t y `Si E(_asemen C�lij, re .. Electric hoop #3, �'----- = Proposed 2 - 2" PVC Conduits 1 with 1/0 Primary Wire by CSU, Easement required: ......... '"'"'""""""'......., = Proposed 2 - 4" PVC service conduits Wire by CSU, CONSTRUCTION NOTES 1. THESE DRAWINGS REPRESENT QUANTITY AND TYPE OF MATERIAL TO BE USED. EXACT LOCATION OF EXISTING AND NEW FACILITIES SHOULD BE VERIFIED PRIOR TO BEGINNING WORK. THE FACILITY LOCATIONS ARE NOT TO SCALE ON THESE DRAWINGS. 2. BEFORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE ELECTRICAL DIVISION RESPRESENTATIVE FOR EXACT CONDUIT ROUTING AND INSTALLATION INSTRUCTIONS. CONDUIT INSTALLED WITHOUT PRIOR APPROVAL MAY HAVE TO BE REMOVED AND REINSTALLED AT THE CONTRACTOR'S EXPENSE. 3.ALL CONDUIT SHALL BE INSPECTED BY THE CITY ELECTRICAL DIVISION REPRESENTATIVE BEFORE IT IS COVERED, :0 EXCEPTION 4.ALL UNDERGROUND CONDUIT TO BE GRAY SCHEDULE 40 PVC. SUBSTITUTIONS WILL BE CONSIDERED WITH PRIOR NOTIFICATION. 5. ALL CONDUIT WILL BE INSTALLED BY CONTRACTOR TO CITY SPECIFICATIONS. 6. PRIMARY CONDUIT WILL BE INSTALLED AT A MINIMUM 4' DEPTH BELOW FINISHED GRADE. 7. CONTRACTOR WILL INSTALL TRANSFORMER PAD IN ACCORDANCE WITH CITY SPECIFICATIONS. CONDUIT PLACEMENT IS CRITICAL. CONTACT CITY PRIOR TO ROUGH IN OF PAD, S. CONTRACTOR WILL FURNISH RIGID OR IMC CONDUIT (30' PER RISER POLE) CONTACT CITY PRIOR TO PLACEMENT OF STUBS UP AT BASE OF POLE. IMPROPERLY PLACED STUB UPS WILL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. CSU WILL INSTALL ALL RISER CONDUIT. 9.PULL STRING IN ALL PRIMARY RUNS SHALL BE TIED AT BOTH ENDS OF CONDUIT. 10.CAPS SHALL BE PLACED AT BOTH ENDS OF CONDUIT. 11.SECONDARY CONDUIT WILL BE INSTALLED AT A MINIMUM 30' BELOW FINISHED GRADE. 12.PRIMARY CONDUIT WILL HAVE 12' TO 18' OF DIRT COVER PRIOR TO PLACING A 6' WIDE 'CAUTION' TAPE. FINAL BACKFILLING CAN THEN BE PLACED. 13. SOIL AROUND ALL PAD -MOUNT TRANSFORMERS TO BE MECHANICALLY COMPACTED TO NINETY-FIVE PERCENT STANDARD DENSITY WITHIN A TEN FOOT RADIUS OF CONCRETE PAD. 14. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 15. COST OF LEVELING PAD -MOUNT TRANSFORMERS AND JUNCTION BOXES THAT ARE LEANING WITHIN TWELVE MONTHS OF INSTALLATION WILL BE THE RESPONSIBILITY OF THE DEVELOPER, THIS ALSO APPLIES TO IN -GROUND PULL BOXES THAT HAVE SETTLED BELOW GRADE. MAXIMUM ALLOWABLE TILT FOR TRANSFORMERS WILL BE 2 DEGREES IN ANY DIRECTION, 16.IF EASEMENTS ARE EXISTING CONTRACTOR WILL VERIFY BOUNDRIES PRIOR TO INSTALLATION OF CONDUIT. CONDUIT NOT WITHIN EASEMENT BOUNDRIES WILL BE CORRECTED AT CONTRACTOR'S EXPENSE. 17. IF A CT CAN IS REQUIRED, IT WILL BE FURNISHED & INSTALLED BY OTHERS. MINIMUM SIZE WILL BE 36 X 36 X 10 WITH LOCKING CAPABILITY. CT's & METER BASE WILL BE FURNISHED BY CSU & INSTALLED BY OTHERS. SERVICE CONDUCTORS WILL BE FURNISHED & INSTALLED BY CSU. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING GROUND RODS AT ALL TRANSFORMER LOCATIONS, AS WELL AS ANY OTHER NECESSARY ELECTRICAL FACILITIES. COLLEGE STATION UTILITIES WILL PROVIDE THE GROUND RODS TO THE CONTRACTOR. 19.IN ALL CIRCUMSTANCES WHERE CONDUIT IS SPLIT BY DEVELOPEMENT PHASE LINES IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO EXTEND CONDUIT INTO ADJACENT PHASES FOR COMPLETION WHEN FUTURE PHASES START. 20.EXACT PLACEMENT OF CONDUIT IN THIS AREA MUST BE COORDINATED WITH LOCATION OF POOL/HOT TUB TO AVOID CONFLICT. ALL CONDUIT MUST MAINTAIN A MINIMUM 6' CLEARANCE FROM ANY POOL/HOT TUB SIDE WALL. J fin. �Y , • r ta0�a40 ` •. A � t U ®1� OF 23311-05 11-00 REPLACE WOOD 45CONCRETE POLE REPLACE WOOD POLE WITH SELF MOVE CIRCUR 2818 TO TOP OF POLE SUPPORT 45' CONCRETE POLE 62. USI 10' ARM. ALL FLAT. APPROVED FOR CONSTRUCTION CITY OF COLLEGE STATION ELECTRIC LAYOUT FOR: LAKER DGE T'OWi HOMES WF1218121 College Station Uti ' s "1 1601 Graham Roa College Station Tx, SCALE DATE: ADDRESS: SHEEP NO. 1 " = 60' 4-15-10 1 of 1 HARVEY MITCHELL do DRAWN BY: HECKED BY: JONES BUTLER RD. REV. S. WEIDO STAFF Subr,.itals BY 2-08-10 for review WAK 6-21-10 for review WAK 9-15-10 DRAWN CT CHF,CKF-D AK DATE 9-15-10 SCALF i" = 30'-0" JOB NO. LDG 09.087.11 SHFFT LS I OF