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Home My WebLink AboutSP2015-000060ENGINEER: TEXAS A IIENUE SO U VICINITY MAP INDEX OF SHEETS SP - SITE PLAN DP - DEMOLITION PLAN LP - LANDSCAPE PLAN I - IRRIGATION PLAN k., OWNER: HA VER TY FURNITURE COMPA, NIES, INC. CIO BRAD SMITH 780 JOHNSON FERRY RD NE, SUITE 800 GA 30342 ARCHITECT: +197J �� is rn c�. PROJECT BENCHMARK: None. 0 N n BOLT SIGN TO TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS, & WASHERS "U" CHANNEL POST (3 LB/FT) PAINT BLACK 4" STEEL PIPE BOLLARD FILLED w/ 3500 PSI CONCRETE PAINT TRAFFIC YELLOW. 00 CONCRETE SIDEWALK 12" RESERVED PARKING MAXIMUM - FINE $500.0 3500 PSI CONCRETE v A N ACCESSIBLE VAN ACCESSIBLE SIGN USDOT-FHWA MUTCD R7-8a TEXT PER LOCAL CODE GREEN REFLECTORIZED BACKGROUND - WHITE REFLECTORIZED BORDER - GREEN REFLECTORIZED LETTERING - GREEN REFLECTORIZED NOTES: 1. ALL TRAFFIC CONTROL DEVICES SHALL MEET ALL CURRENT USDOT-FHWA MUTCD STANDARDS. 2. ALL SIGNS SHALL CONFORM WITH ALL CURRENT A.D.A., FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. 3. PLACE "VAN ACCESSIBLE" SIGN IN FRONT OF VAN ACCESSIBLE SPACES ONLY. 4. ALL SIGNS TO BE 0.080" THICK ALUMINUM. 4. WHEN SPACE IS ADJACENT TO BUILDING, SIGN MAY BE MOUNTED TO BUILDING. HANDICAP SIGN ,& MOUNTING DETAIL N.T.S. 3204 EARL RUDDER FWY S. SITE Con. rete ___ �� I� scale: ,I Pavement ---__r�\ �. f 1 Inch 50o feetn COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN j CIVIL ENGINEERING • HYDRAULICS --------------------------- ---------------------=� _ HYDROLOGY s UTILITIES +STREETS P TARGET SITE PLANS +SUBDIVISIONS ----------------------------------------------------- t. s www.mitchellandmorgan.com 20Nov15 L------------------------------------------ OF TF ICN Y MAP ' JOEL J. MITCHELL /................. ....... ........ p 80649 Q , I .�\ SSA • c, ' I AL I ' cale: f i InchS� 20 7 I I 0.0 -0COConstruction Notes: I a m 1. This layout was completed without benefit of survey. The contractor shall use existing features (curbs, paint lines, etc.) to establish the location of all I I W proposed facilities. Contact engineer if assistance is I I -------J required. 2. All Dimensions are to face of curb. _ \ 3. All landscape beds shall be excavated to remove all As halt I / I asphalt, base, concrete, and stabilized material. The Pavement' ! I \� \ = o excavation shall be a minimum of 18" deep, or to the bottom of the structure, whichever is deeper. i /ir i �� I o r The entire excavation shall be backfilled with topsoil. �! I O D N Q 4. All pavement concrete and as halt to be removed �! �� - '-'-I X shall be saw cut prior to demolition to provide a Proposed Havertys Furniture ,. I �- Of z i- L----------- neat joint. I _0 ? Lu 5. All concrete sidewalk shall be at least 4" thick 3000 j ¢ zo Lo psi concrete with #3 bars at 12" on center each I a Q Q zM I !2 X F- way. Sidewalks shall be placed on 2" (minimum) I N W N cement stabilized sand. =-- L- >Ld 6. All concrete pavement shall be at least 6" thick o cJ I f 3000 psi concrete with #4 bars at 16" on center ;.; i i +" i oN _J each way. Concrete Pavement shall be placed on 6" 20 23' I (minimum) cement stabilized sand. I i' 7. All asphalt pavement shall consist of 2" Type D i I HMAC per TxDOT Specification 340 on top of 8" cement treated limestone base (3% cement) GENERAL CONSTRUCTION NOTES: herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall Include 8. All sidewalks and pavements Shall be graded to utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. provide 2% slope away from the building. advance of any excavation. 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 a. Contact Dig Tess ® 1-800-344-8377 proposed work and procedures with the City of C.S. Electrical Division. b. Contact Dan Augsburger ® Suddenlink 595-2429 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in C. Contact Richard Wallace ® Verizon 821-4752 which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. d. Contact Sam Weida ® CSU (ELectrical) 764-6255 8. The Contractor must provide construction staking from the information provide on these plans. e. Contact Butch Willis ® CSU (Water/Wastewater) 764-3660 9. All soil exposed by construction shall receive cellulose fibermulch seeding. f. Contact Luis Cisneros ® Atmos Gas (Gas) 229-4627 10. Trenches may be left open overnight if properly barricaded. Clay Pavers at building entrance. Foundation 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer per manufacturer's recommendations. Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, Line, Force Main, etc. and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All 12. The contractor shall coordinate with Suddenlink Communications, CSU, ATMOS, and Verizon to adjust the construction shall be coordinated with the City of C.S. City Engineer. location of existing facilities, if necessary. or traffic control in accordance with TMUTCD. This is not a separate a indicated in these Ions the Contractor shall obtain written 13. The contractor is responsiblef P P Y 3. In lieu of using the construction materials p�y approval from the City Engineer for any substitution prior to Construction. Requests for changes should include item. Concrete , Sidewalk of Section 7 .11 of the Unifie d Development will meet the standards n ite i htin I Building and IP financial) responsible for 14. Exterior e contractor shall be9 product information and an engineers seal where applicable. The y p9 9 9 PP the engineer's time spent reviewing changes and redesigning based on contractors requests. Ordinance. The light source shall not project below an opaque housing and no fixture shall direct) project light 9 P 9 9 9 9 q 9 P 19 Y P J 9 cross an •------------- �'=-"=----- 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and horizontally. Fixtures will be mounted m such a manner that the protected cone of light does not y � i I all federal, state and local regulations. property line. I 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out 15. Contractor shall provide parking lot striping in accordance with the layout shown on these plans. I I I I I I SITE PLAN NOTES: 1. Name of Project: Havertys Furniture, 35,400 S.F. 2. Legal Description: LOT 1, KAPCHINSKI HILL 8.21 Acres 3. Owner: Haverty Furniture Companies, Inc. 4. Engineer: Mitchell & Morgan, L.L.P. 3204 Earl Rudder Fwy S College Station, Texas 77845 (979) 260-6963 5. Zoning: GC General Commercial 6. Existing Use: Retail Proposed Use: Retail 7. Setbacks: Per City of College Station Ordinances 8. Site Area: 8.21 acres 9. Water Demands : No changes from existing system. 10. Sanitary Demands: No changes from existing system. 11. Parking: Existing 410 Spaces. Proposed 399 Spaces. Required 87,199 / 250 = 349 Spaces. Engineers Drainage Certification: The improvements to this site do not impact the existing drainage conditions. The design of the site maintains the existing drainage patterns in both character and quantity. No modifications to the existing drainage system and detention system are warranted. This site does not lie within the 100-year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041 CO305F. Effective Date: April 2, 2014. Disturbed Area = 0.00 Acres. No soil will be exposed with this construction. 4" High White Lettering 4" High Red Stripe 177277: i,Ska°`r FIRE LANE -NO PARKING -TOW AWAY ZONE All curbs and curb ends designated as firelanes on plans shall be painted red with four (4) inch white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for more than fifteen (15) feet apart. FIRE LANE STRIPING DETAIL FIDE LANE DESIGNATED PARKING ONLY 18" x 12" See Ordinance for additional Information on companion TOW AWAY sign FIRE LANE SIGN _____________ I • I Existing Handicap facilities & Parking to remain. Fire Department Handicap Parking Signs Knox Box mounted to be provided on each 6' High on wall. space. I I I I I L Concrete :Sidewalk a. y,. 1 _ l- r` 63' ' ca 2 5� �+ 15.5 �- � 27 15.5 ?, E2_5' 00 B VAN` , =- - RE NL B Landscape Island Directional Bore irrigation to new Stripe all curbs per � landscape islands. Fire Lane Requirements If I .1 I I L' J \ I I I I I I � I . I I I I I I I I I I I I I I I I I ELEVAT I0 CEO " IFICATE [] REQUIRED ❑ +1' ❑ +2' ❑ +3' ❑ +4' . MNOT REQUIRED RE V1 P Oil P ""IA1I C r JIAN08201/1 �A� COLLEGE STATION ENGINEE RING REVIEWED FOR COMPLIANCE JAN 0 8 2016 COLLEGE STATION DEVELOPMENT SERVICES PLAT FILED: 1. i,.j Of 4 Sheets PROJECT BENCHMARK: None. SEAL W EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR, See detail / for diameter, length and spacing (SONOBORN SL-1 OR APPROVED EQUAL) (3/4"x18" @ 12" O.C. for curbs & concrete pvmt. Install per Manufacturer Specification , 3/4" (1 /2"x18" @ 12" O.C. for sidewalk) nenvrn nnn_ � 1" r.1 Df rebar of the rb and tie it to the e new curb. CONNECT TO EXISTING CURB DETAIL NTS New Concrete I Existing Concrete Proposed Reinforcement Drill & Epoxy Proposed See Detail Reinforcement into Existing Concrete (Min. 9" Depth Drill) Match thickness (Epoxy per TxDot 5016) to existing concrete o oQ a CONNECT TO EXISTING CONCRETE DETAIL NTS SECTION A -A FIELD BEND EXISTING REINFORCEMENT INTO NEW CURB --- to Co ttT � — — TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPAIRATE PAY ITEM 1/4" WIDE x 1" DEEP GROOVE METAL KEYWAY PLATE SEAL W/ JOINT MATERIAL W/ FORMED GROOVE (SONOBORN SL-1 SEALANT EDGE ROUNDED TO OR APPROVED EQUAL 1 /4" RADIUS 15" MIN. LA ERAL REINFORCEMENT LAP (SEE PAVEMENT TYPICAL SECTIONS) See Pavement Detail \-- SECOND POUR FIRST POUR —/ V REBAR TO BE CENTERED IN SLAB LONGITUDINAL JOINT LONGITUDINAL JOINT SHALL BE REQUIRED AT THE STREET CENTERLINE DRILL & EPDXY #3 BARS 12" X 16" @ 12" OC 2% 77 0 5\� PROPOSED CURB / /�'`#3 BARS CENTERED IN 5" AND GUTTER 0 3500PSI CONCRETE LIME STABILIZED SUBGRADE i * NOTE: WALK OFF CAN BE CONSTRUCTED MONOLITHICALLY WITH CURB AND GUTTER. WALK OFF AT CURB NTS Limit of Pavement Concrete for Asphalt Pavement Edge of Existing Pavement 1 " Type D HMAC Reinforced 2 Type B HMAC a .,`,E 6" Base ,{.. Y ` Concrete ,.. ; 8" LSSB 6" LSSB PARTIAL DEPTH ' SAW CUT - LEAVE EXISTING REINFORCEMENT CONSTRUCT CURB ON EXISTING CONCRETE PAVEMENT See BCS United Standards for curb details NTS M / A- / \ Remove Existing Parking Island (concrete) and parking striping. / • — — — — — — — — —--------------------� --------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - — - - - ` 1 I I I ------I L-------------------------------------------------------------------------------— — — — — — — — — — -------- - I ' I ' C------------------ 1 1 �4 Remove Existing Parking Island (concrete, stabilized material, etc) J \ I I I 1 I 1 - I I I I I I I I I I I I I I I I I HTC H ELL F a MOoRGAN T.979.260.6963 F.979.260.3564 FIRM# 1443 3204 EARL RUDDER FWY S. / i COLLEGE STATION, TX 77845 / PLAN & DESIGN SPECIALISTS IN / CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorgan.com 20Nov15 / * :. *. JOEL J. MITCHELL � o Nam -� 02 Q G 0 00 �r- w O r` 1- Li L° Z W � Z t- -� W N Qo U � aQ Q o' w N QLin _ _- 0 O J O J N O U I co C O N li Dp Of 4 Sheets PROJECT BENCHMARK: None. 0 4 r n Landscape Legend Symbol # Size Name ® 1 45G Live Oak • 4 30G Crape Myrtle(NATCHEZ) ® 2 30G Crape Myrtle(TONTO) 38 3G Knockout Rose 28 3G Hawthorne(CLARA) 0 191 1 G Mexican Feather Grass General Notes General Contractor to leave landscape islands final grade 4" below top of curb. Landscape Contractor to add 4" to 5" of Bed Mix soil to Landscape islands before installation of plants. Islands to have a crown for drainage. Typical Planter Bed Havertys 9 Fu rn*�tu re Landscape Island 12 Mexican Feather Grass 2 Knockout Rose 1 Tonto Crape Myrtle Landscape Island 12 MexicanFeather Grass 2 Knockout Rose 1 Tonto Crape Myrtle Cover Landscape Islands with 3" min. of Bagged Hardwood Mulch 0000000000 00 0 0 0 00 ' 0 0- 0 �� 0. 0 00 0 ,= . 0 00. 0 0 000 0 ( 00 0 0 0 0 0 0 0 0 0 0 0 �0 0 0 0 00 00 00 • 00 000 Landscape Island 0000. p 00 00 86 Mexican Feather Grass 0.1 0 36 Knockout Rose 0- 0 4 Natchez Crape Myrtle 00, p y 00 00 0 Landscape . • 81 Mexican Feather Hawthorne I Live •. HTC H LL .. .. ..ND* k!o ics CQI .' MO°GAN T.979.260.6963 F.979.260.3564 FIRM# 1443 3204 EARL RUDDER FWY S. COLLEGE STATION, TX 77845 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorqan.com 10 OF TF ................ • PETER B VANECEK • �•. 602 GOO/ S T CqR,• •RG /% 0 co r, W Or NCO 0 ~ W X Z D W L � N N H af X N W Ld ~ W _ 0O W O J N J O U M 0 .�2 01-1 v1 O 4,- p:Z � � Q W J � J O v fop Of 4 Sheets PROJECT BENCHMARK: None. 1�LL F,[1AN T.979.260.6963 F.979.260.3564 RRIGATION LEGEND FIRM# 1443 FYVY S. 3204 EARL RUDDER COLLEGE STATION, TX 77845 RAINBIRD 1" DRIP ZONE KIT XCZF-100 PRF, 40 PSI PLAN &DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * STREETS Ball valve SITE PLANS * SUBDIVISIONS www.mitchellandmor2on.com. OF C)PEVRB.61 CEK..T.E.E VAN LO �. r 0 4, N .D 0n U C C 2,O Scale: _I o� 1 inch = 10 feet o r, ' Flush valve W o� Q L°- Z �i; Z I- H Q X Q fr W N Q ~ W 0 J J N p U oaverHty's ° urniture Landscape Island Install drip tubing 9" X 25" PLASTIC METER BOX 18" oc. PRESSURE REGULATOR,30 PSI 1" ELEC.VALVE YFILTER General Contractor to ; Install 2" sleeve to , i landscape island. BRICK SUPPORTS Install 1" Drip zone kits ' TYPICAL DRIP VALVE SECTION Rainbird XCF-100—PRF Landscape Island Flush vale Existing 1 2" - Install drip tubing N rrigation Line 18" oc. FI sh valve TORO BATT.CONTROLLER DDC P-4-9V N I" X 18" METER BOX � Q 1/2 -------------- —----------------- ---------------------------------------- ---=--`------------------------- ---------------------- - ----- .I ------------------------------------ —- (�3 �. General Contractor Install 2" sleeves to to Directional Bore Install Landscape Island p drip tubing � � O islands. Install 2 sleeve landscape landscape island. 18 oc. Landscape Island Directional Install 2" Bore Existing Water sleeve Tee Into eXIS g Meter and Q co Install drip tubing 18" oc. landscape island. 1 >> Doublecheck Netafim or equal 1 2 Backflow D vi with built in emitters, 18" O.C. Irrigation gation line and add a 1 " Ball �L�j Q J Valve J O v LO U a� 0 D N N n ,Of 4 Sheets