Loading...
HomeMy WebLinkAboutDrawings3t� t =) CYT „(h0t = J ti- Vt �.T.VCl 'Nv ci��1J�HJ JD tilt 5 -t 5 � IrD 3 �k y; 0066 ......................... 9NIA NVIV 'wM Bld 301AEGS lN3V4dOl3A30 tio. o o inr 80J. a-9M31A38 4- ll�p , ...... M z o a 0 c • r $ i 1 G c s� d 1U4 Y y � 5 1 9 r i' rn V "All _ i y y: r ♦ j s 00 O V tm i--► • s rt, 1 — C'= i. y; 0066 ......................... 9NIA NVIV 'wM Bld 301AEGS lN3V4dOl3A30 tio. o o inr 80J. a-9M31A38 4- ll�p , ...... M z o a 0 c • • • s� Ei p Ei • 1U4 Y y � 5 1 9 r i' rn y y y: • ♦ j r 9' n j��\jj V Dz y; 0066 ......................... 9NIA NVIV 'wM Bld 301AEGS lN3V4dOl3A30 tio. o o inr 80J. a-9M31A38 4- ll�p , ...... M z o a 0 c 0 _— D O (i U O p Z i� sv n N=1N m -i N -� � �No o�oo y—ZI =1 y r�« > � o o Imo- o --E --o �-�' r � ° a iZ cn _ � 0 0 � W tC 0. O tD �i 'l7 M. in -I O T cu n tD = N nt n -' _ CD r D A Cl) O �- O_ CD -p OM—('I C tD cc°��N n�.W o (ij�� Ia tD CD n 5- `C CD _ C tD N C cr -0 �-�N,, 'p t0 W O a (ID r tD r. n Q� O 0 -4+1�� Q 'rt1 ` CD � `� � ::E N N co Us 11 tD tD (.II X I s �e �� -'s� Oaf • �y�� �1�•��0� t.+� 1�s0� • • • 0 _— D O (i U O p Z i� sv n N=1N m -i N -� � �No o�oo y—ZI =1 y r�« > � o o Imo- o --E --o �-�' r � ° a iZ cn _ � 0 0 � W tC 0. O tD �i 'l7 M. in -I O T cu n tD = N nt n -' _ CD r D A Cl) O �- O_ CD -p OM—('I C tD cc°��N n�.W o (ij�� Ia tD CD n 5- `C CD _ C tD N C cr -0 �-�N,, 'p t0 W O a (ID r tD r. n Q� O 0 -4+1�� Q 'rt1 ` CD � `� � ::E N N co Us 11 tD tD (.II X I s �e �� -'s� Oaf • �y�� �1�•��0� t.+� 1�s0� E D 2 - 4" ELECTRICAL I / CONDUITS 10' PAST CURB A D MARK WITH RED T- OST / m < -o I cn m m 0 �`� �N �,� '00 z n o / / Z,W AQW / I o / -� cn AA " I --' 1---- ---- - ------- I -- -- -- - --------- . ------- -cli/ S 43' 2 W �� " r/- f - PROPOSED THROAT DEPT / Vo 252.99 0.0 N ^� / / ^ry o / _r I TEMPORARY URB 5' SIDE SETBACK / M 8. -,------- --- - - - - �---------- -L-- _-•e-� -o •BLIC _ C -- i-- �- I -- � - ��-------------- I SF �: 591. SF / Loi f fCR5.0' I 0uW 0 / F_ LU / 16.0' / 2.. j ' / ' . / o w o �,PQ, PROP. 10.0' .A / / / 21.4' --I 10 0 P U.E. / P.U.E. tv �O• / /. / 5.0 /T ° / / ( CP) // 104.4' J / - (-- 6.0' MDROV qE NOTE 33 / OV ° / BY OTtI� 20.0 TYP. r . I /. /. /LOH / / /. ' ': / I a A6/ I o ' = I 17.5' in / 5.0'�P. IL 41 nP j PROPOSED CLINICai/ 21614 SF / / ' 7,689 SF 0' TYP. / - -i 33.� FFE = 313.50 o i o' o '--117.5 // D LO "' u ( MI I o / 2 - 4 ELECTRICAL I I ~ /. / CONDUITS cn / I 1 R2. o, 6'x9' BtCY/CLI='RgCK / Pf PROP. 15.0' I na. �, //.% // / 'Q 01 P.U.E. ( ( n / AC.UNIT /ADS o �) I 12„Pp �� / X6.0' I I I PROP. . NP.U. 7 3 7SF) 10.0'P o I / / --i n 24.0 { M oC.0 = I 1 I ( --- - 20-' RE-AR SETBACK 6.0' -� 311 024.0 19 0SF 195cli - - 9' TALL ME6HANICAL s _o1 LI --II--- - --_ _ --_�" -SOLE-N*A6L; RE-- --- s� -__� -I / L---------------------- / PROPIOSED N / 7.5� SIDE SE �`R r -r J��DETAILS- - - -54A' � • � TRANSFORMER / � SS SS SS 4111111110 41111illll alms r. Z 64.0' S 4,x'32 35 40 . 0�'((46 118�47� _ 6'TALL BUFFER WALL ALONG LEN HOF PARKING, ----------/----_�---------------- - - - - __________ ___SEE ATTACHEDCHISELCRETEARTS----AN AST----------- / EXISTING 6' WOOD 6' TALL BUFFER WALL ALONG LENGTH OF PARKING, WALL DETAIL SHEET PRIVACY FENCE LOT 1.T, BLOCK 1 SEE ATTACHED CHISELCRETE ARTISAN PRECAST � WALL DETAIL SHEET oIp ( LOT 14 BLOCK 1 REA TTA MEADOWS LOT 16, BLOCK 1 LOT 15, BLOCK 1 \ N� I REA TTA MEADOWS mI o REA TTA MEADOWS I REA 7TA� MEADOWS / - JAMES M. WYA TT & N/ir N11F N11F ti 7iil 0 20 40 60 SCALE: V=20' CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1.800-344-8377 ��-- TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. C' LEGEND: PROPOSED BUILDING PROPERTY LINE ADJACENT PROPERTY LINE ' BUILDING SETBACK LINE - - - - - - EXISTING PAVEMENT EDGE �- - FIRELANE (RED CURB WITH 4" WHITE LETTERS: "FIRELANE NO PARKING TOW -AWAY ZONE") - - 340--- EXISTING MAJOR CONTOURS ---341--- EXISTING MINOR CONTOURS 340 PROPOSED MAJOR CONTOURS 341 PROPOSED MINOR CONTOURS ----- EXISTING WATER LINE PROPOSED WATER LINE - EXISTING SANITARY SEWER - PROPOSED SANITARY SEWER O EXISTING MANHOLE �r EXISTING FIRE HYDRANT PROPOSED HANDICAP PARKING j PROPOSED WATER VALVE ® PROPOSED WATER METER ° PROPOSED SANITARY SEWER CLEANOUT 8 PROPOSED SS DOUBLE CLEANOUT *FH PROPOSED FIRE HYDRANT 00 11 LOCATION MAP NTS SITE PLAN T. JOSEPH CLINIC '11LEGE STATION, TEXAS 1. 103 ACRES ZONING: SIC DEBRIS FROM THE PROJECT SITE. 8. SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/ CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. 9. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND SAFE -GUARDING OF ALL MATERIALS AND EQUIPMENT AT THE PROJECT SITE TO MAINTAIN A SAFE AND SECURE PROJECT. 10. THE CONTRACTOR SHALL COORDINATE SITE STORAGE WITH THE OWNER TO NOT OBSTRUCT DRIVES, ACCESS, OR OTHER OPERATIONAL REQUIREMENTS. 11. ANY ADJACENT RIGHT-OF-WAY (R.O.W.) OR PROPERTY AFFECTED DURING CONSTRUCTION, SHALL BE RETURNED TO PRE -CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE. 12. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, BENCHMARKS, AND MARKERS DURING CONSTRUCTION. 13. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING SERVICES BASED ON THE INFORMATION PROVIDED IN THE PLANS. 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT 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 SCALE TO MAINTAIN A UNIFIED APPEARANCE. 15. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 16. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES DURING THE CONSTRUCTION PROCESS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITY OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER. ALL MATERIAL AND LABOR SHALL BE AT THE CONTRACTOR'S EXPENSE BUILDING DATA SUMMARY SHANNON M. GAREY SHA NR/LAL CHH/7UBHA/ - CHR/STOPHER E. M/ZE & KATHLEEN L. SHEH� & VACANT LOT PROPOSED USE: OWNER: NO. OF STORIES: I (11015/220) PA TEL MEL/SSA MARKEL M/ZE GEORGE E. RADER _ TOTAL SF HEIGHT (FT) TYPE 1 7,689 28 IIIB BUILDING SPRINKLER I (10570/154) (9301/129) (9397/149) FIRM MAP NO: 48041C0325 E (Not located in 100 year floodplain or floodway) OGC MEDICAL I, LLC PARKING TABULATION SITE PLAN NOTES: I I TOTAL PARKING REQUIRED: 39 SPACES 2 00 SOUTH TEXAS AVENUE, SUITE 401 1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ONSITE FIELD CONDITIONS OR SPECIFICATIONS OF OTHER DISCIPLINES rn BRYAN, TEXAS 77802 2. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS, AS WELL AS INSPECTION APPROVALS. `- TELEPHONE. 979-2 - 68 2800 3. A COPY OF APPROVED CONSTRUCTION PLANS SHALL BE KEPT ON SITE AT ALL TIMES THROUGH _ OUT CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS TO RECORD AS BUILT _ ~ .. - coNDlTlorvs. CONTACT: HUNTER GOODWIN 4. REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS. 5. REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE AS APPLICABLE. ALL SIGNAGE WILL BE PERMITTED SEPARATELY. EMAIL: H NTER•GOODWIN C! OLDHAMGOODWIN•COM a 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY " TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. �C- 7. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN AN ORDERLY PROJECT SITE. THE CONTRACTOR SHALL CLEAN AND REMOVE ANY SURPLUS OR DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS FROM THE PROJECT SITE. 8. SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/ CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. 9. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND SAFE -GUARDING OF ALL MATERIALS AND EQUIPMENT AT THE PROJECT SITE TO MAINTAIN A SAFE AND SECURE PROJECT. 10. THE CONTRACTOR SHALL COORDINATE SITE STORAGE WITH THE OWNER TO NOT OBSTRUCT DRIVES, ACCESS, OR OTHER OPERATIONAL REQUIREMENTS. 11. ANY ADJACENT RIGHT-OF-WAY (R.O.W.) OR PROPERTY AFFECTED DURING CONSTRUCTION, SHALL BE RETURNED TO PRE -CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE. 12. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, BENCHMARKS, AND MARKERS DURING CONSTRUCTION. 13. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING SERVICES BASED ON THE INFORMATION PROVIDED IN THE PLANS. 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT 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 SCALE TO MAINTAIN A UNIFIED APPEARANCE. 15. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 16. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES DURING THE CONSTRUCTION PROCESS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITY OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER. ALL MATERIAL AND LABOR SHALL BE AT THE CONTRACTOR'S EXPENSE BUILDING DATA SUMMARY EXISTING USE: VACANT LOT PROPOSED USE: MEDICAL CLINIC NO. OF STORIES: 1 PROPOSED BUILDING: TOTAL SF HEIGHT (FT) TYPE 1 7,689 28 IIIB BUILDING SPRINKLER NO FIRM MAP NO: 48041C0325 E (Not located in 100 year floodplain or floodway) PARKING TABULATION PARKING REQUIREMENT: 1/200 SF TOTAL SF REQUIREMENT., 7,687 SF/ 200 = 39 SPACES TOTAL PARKING REQUIRED: 39 SPACES TOTAL PARKING PROVIDED: 44 SPACES (41 STD, 3 HC) 18. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD ELECTRIC LINES. V! e UTILITY DEMANDS 19. THE CONTRACTOR ACKNOWLEDGES THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, CITY MAPS AND, WHEN Maximum Water 80 GPM (Peak Flow =Avg. Daly Flow* 4) E of POSSIBLE, FIELD MEASUREMENTS. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACTOR COMPLETE. Average Wafer 20 GPM ��P • . . Tr 20. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS. Max. Sewer Load 69,120 GPD (Based on 16 hour day usage) * * Engin 21. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. *:•:* 22. ALL WATER LINES TO BE CL 235 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS. Fire Flow (Based on Fire Code Tables �; ; • • • . . • • eerin MELT SA P. THOMAS rp 23. ALL SANITARY SEWER LINES TO BE SDR -26 PVC. Requirement 1,750 GPM B105.1 & C105.1 •..... 6� I$ ;�� 24. SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION AND CROSSINGS, AND IN ACCORDANCE WITH THE 2012 INTERNATIONAL PLUMBING CODE.RE I � � " � 10'.. 9 a ••��, 2501 Ashford Drive, Suite 102 25. METERS TO BE IN A VAULT AND TOUCH -READ. ALL METERS TO BE LOCATED WITHIN THE P.U.E.a jNCEi " ` .;" 'X ON EAG\ College Station, Texas 77840 26. FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. �' ti k.. , CK DETAILS g 27. ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. It. �'YY1 P.O. BOX 10763, 77842-0763 28. LOT 1 & 2 OF THE REATTA CORNER SUBDIVISION IS CONSIDERED A BUILDING PLOT. DEC L D 2013 979.680.8840 (Phone) 29. LOT 1 & 2 WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE ACCESS EASEMENT. 2 209 30. EXTERIOR BUILDING & SITE LIGHTNING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE' 979.680.8841 FaX MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. LeULLaut IAI ION ��" (Fax) 31. THE SITE LIES WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. PROJECT BENCHMARK: N 0 V E P01 B R 19 2013 g g g' 32. THE OWNS OF LOT 2 WILL BE RESPONSIBLE FOR INSTALLING DEV I I PMEN • S I VICE ENGINEERING SQUARE CUT IN CURB INLET wwW. essneren ineerin com R O S ALLING THE REQUIRED BUFFER AROUND THE DETENTION POND UPON DEVELOPMENT OF THAT LOT. RLATI 33. DUMPSTER TO HAVE AN 8' TALL PRECAST CONCRETE FENCE SYSTEM CHISELCRETE (STONE LOOK) AS MANUFACTURED BY ARTISAN OR EQUAL. --�- II piv y ON& ipp,, G tl to �� r lei N:10190782.90, E: 3569912.32 ELEV = 315.41 Firm Registration Number: F-7451 rr' i G ' ' LIIYL 1 VV 1 e e I I r e I °I° I °I' I I , 11 1/4' OfU4. SOH. 40 PNC I IPAM SUPPORr L �) TYP. A(Ir EIIR;Ii PWNEL l � de END POST 1�0 e e / r°1 I r 1 LTJ r I � i LTJ ELEVATION - 6' & 8' SCREENING WALL AND PIERS 3 lv ,, . y CHISELCRETEO PANEL CAP I LrJ 3-3/4' %E:LJ__U CONT \_1/2'k1 3/4' AROOK CHISELCRETEO CAP - SECTION 1/Z'M-3/4' 12 e +3 REiNF VM - (4) VERtICAi. BEARS ar (3) Non er^ WXKV SPNCED 0O#3 REIM 2-M/04) -3/4' GROW CHISELCRETEO PANEL - SECTION ql1 0 Specifications and General: CAP 1. This project has been designed in accordance with the International Building Code, 2810 Edition. 8'SCLM1 3/4-3d 1/4' ' 2. Applied loads: a. Wind Velocity - 90 mph b. Exposure. B 1 1/4' CLEM Tiff. I c. Importance Factor (1) - 1.0 d. Velocity Promm Exposure Coefficient (Kz) 0.70 p e. Topographic Directionality Factor (Kd) 0.85 REEM 5' LIIaE P091 1 FACE (1IYP.) f. 1 raphic F (KzQ - 1.0 BEYOND END POST 3 g. Wind Pressure P - 0.99 Kz)( )(Kd)W2)(I) P - 0.00256(0.70)(1.0)(9.85)(90)^2( .0) WP : 12.3 peaf IRE nES h. Working n . 33 In (1.33) I. is n: Site Cls D 3. ponents to be manufacturedby Plant a. P Pa and Pa cape II off _CORNER POST LINE POST b. Screening wall to to be ed entirelyon the pro property. c. /Food ore to be cast in place on site. , OM 1-24' SECTION- 6' SCREENING WALL POST 4. tear. PM EIABODMENT a. Post, Po and .Panel ca ll bei rally d. (2) TIESb. Calor shall be as opprovW by on-site concrete _TT PER 1. ConcreteIs: /3 'RES AT 18' 0 a. Concrete shall be nonnal weight concrete ng nd and grovel or crushed atom aggregate. Mixed with J.L 4, REItF. BAtiS. t / ASTM -0159, I or 111 portland to meet I he M minimum compressive strength as follows. 1. panels & post 5000 psi 0 28 days (4) #4 POW. MM CONT. 2. footings 28 days LU U) 3. sklewalk & non-structural: 3000 psi 0 28 days PER DI#MM b. Water used for concrete shall be clean water and 6' WALL PLAN VIEW free from injurious amounts of oils, adds, alka organic or other deleterious substances. '� r...t4 c. All concrete a to weather ® V I SECTION - 6 SCREENING WALL AND PIER shall contain an air -entraining admixture sting 75 %-, in 3 to 6 tired air or men N manufacturer.M-® °� w 2. C workmanship: 0 �% Go 5 OD a. Fresh poured concrete shall be tamped in to place using M steel rammer, slicing tools, or mechanical vibrator, intil concrete is thoroughly compact and without vo ld. b. Excavation for foa!ting shall be an undisturbed edl to the depth noted on the drawings. Leon the bottxn bearing surface dean and ernoath. N footing excavctions are made deeper than intended, only concrete shall be used far fill. Remove all loose material from excavations prior to concrete pour. -J PANEL caw Rei : CD 1. Reinforcingmaterial: z a. Deformed Mw bare shall conform to - A 615, LLI Grade 1/4' 1 3 4'k1 60 placed as shown on the drawings. W s . Stf41 b. Steed reinforcing wire stall most U.S. Steel Wire gauge. -A 82. fy : 70.000 psi min galvanized Cf) a NI ties and stirrups shall conform to theLLI requirements of -A/ 615. grade 49. 1 1/4' CLEAR Tiff. I d. All welded wire minforcernent shall be 402-134/04ry having 3 horizontal bars and 5 vertical bars. U REBARO Y q Pow END POST ; FACE (IV.) 2. Reinforcing w nship: U a. Reinforcement steel shall be fabricated In H accordance with the CRSI Standard Detail. u) WIRE MES Reinforcing bars II be cold- only. U Use of haat to bond reinforcement steel shall be U-1 cause for rejection. b. Reinforce bare and wire fabric shall be Z thoroughlycleaned before placing and again before the concrete Is placed. Stall be accurately16 possti in No brick v -v w 0_V a -V a -u _CORNER r materials may be used to support off q go o Iground. 24' (MN) 3o' SECTION- 8' SCREENING WALL POST c. Install all reinforcement with the following � P061' EMBEDMENT clearance between reinforcing 9W and face of o TYPICAL PIER -BELOW M #3 M concrete. ' ' LIIYL 1 VV 1 e e I I r e I °I° I °I' I I , 11 1/4' OfU4. SOH. 40 PNC I IPAM SUPPORr L �) TYP. A(Ir EIIR;Ii PWNEL l � de END POST 1�0 e e / r°1 I r 1 LTJ r I � i LTJ ELEVATION - 6' & 8' SCREENING WALL AND PIERS 3 lv ,, . y CHISELCRETEO PANEL CAP I LrJ 3-3/4' %E:LJ__U CONT \_1/2'k1 3/4' AROOK CHISELCRETEO CAP - SECTION 1/Z'M-3/4' 12 e +3 REiNF VM - (4) VERtICAi. BEARS ar (3) Non er^ WXKV SPNCED 0O#3 REIM 2-M/04) -3/4' GROW CHISELCRETEO PANEL - SECTION ql1 0 Specifications and General: CAP 1. This project has been designed in accordance with the International Building Code, 2810 Edition. 8'SCLM1 3/4-3d 1/4' ' 2. Applied loads: a. Wind Velocity - 90 mph b. Exposure. B 1 1/4' CLEM Tiff. I c. Importance Factor (1) - 1.0 d. Velocity Promm Exposure Coefficient (Kz) 0.70 p e. Topographic Directionality Factor (Kd) 0.85 REEM 5' LIIaE P091 1 FACE (1IYP.) f. 1 raphic F (KzQ - 1.0 BEYOND END POST 3 g. Wind Pressure P - 0.99 Kz)( )(Kd)W2)(I) P - 0.00256(0.70)(1.0)(9.85)(90)^2( .0) WP : 12.3 peaf IRE nES h. Working n . 33 In (1.33) I. is n: Site Cls D 3. ponents to be manufacturedby Plant a. P Pa and Pa cape II off _CORNER POST LINE POST b. Screening wall to to be ed entirelyon the pro property. c. /Food ore to be cast in place on site. , OM 1-24' SECTION- 6' SCREENING WALL POST 4. tear. PM EIABODMENT a. Post, Po and .Panel ca ll bei rally d. (2) TIESb. Calor shall be as opprovW by on-site concrete _TT PER 1. ConcreteIs: /3 'RES AT 18' 0 a. Concrete shall be nonnal weight concrete ng nd and grovel or crushed atom aggregate. Mixed with J.L 4, REItF. BAtiS. t / ASTM -0159, I or 111 portland to meet I he M minimum compressive strength as follows. 1. panels & post 5000 psi 0 28 days (4) #4 POW. MM CONT. 2. footings 28 days LU U) 3. sklewalk & non-structural: 3000 psi 0 28 days PER DI#MM b. Water used for concrete shall be clean water and 6' WALL PLAN VIEW free from injurious amounts of oils, adds, alka organic or other deleterious substances. '� r...t4 c. All concrete a to weather ® V I SECTION - 6 SCREENING WALL AND PIER shall contain an air -entraining admixture sting 75 %-, in 3 to 6 tired air or men N manufacturer.M-® °� w 2. C workmanship: 0 �% Go 5 OD a. Fresh poured concrete shall be tamped in to place using M steel rammer, slicing tools, or mechanical vibrator, intil concrete is thoroughly compact and without vo ld. b. Excavation for foa!ting shall be an undisturbed edl to the depth noted on the drawings. Leon the bottxn bearing surface dean and ernoath. N footing excavctions are made deeper than intended, only concrete shall be used far fill. Remove all loose material from excavations prior to concrete pour. -J PANEL caw Rei : CD 1. Reinforcingmaterial: z a. Deformed Mw bare shall conform to - A 615, LLI Grade 1/4' 1 3 4'k1 60 placed as shown on the drawings. W s . Stf41 b. Steed reinforcing wire stall most U.S. Steel Wire gauge. -A 82. fy : 70.000 psi min galvanized Cf) a NI ties and stirrups shall conform to theLLI requirements of -A/ 615. grade 49. 1 1/4' CLEAR Tiff. I d. All welded wire minforcernent shall be 402-134/04ry having 3 horizontal bars and 5 vertical bars. U REBARO Y q Pow END POST ; FACE (IV.) 2. Reinforcing w nship: U a. Reinforcement steel shall be fabricated In H accordance with the CRSI Standard Detail. u) WIRE MES Reinforcing bars II be cold- only. U Use of haat to bond reinforcement steel shall be U-1 cause for rejection. b. Reinforce bare and wire fabric shall be Z thoroughlycleaned before placing and again before the concrete Is placed. Stall be accurately16 possti in No brick w and red place. of POST LINE POST _CORNER r materials may be used to support off q go o Iground. 24' (MN) 3o' SECTION- 8' SCREENING WALL POST c. Install all reinforcement with the following � P061' EMBEDMENT clearance between reinforcing 9W and face of o M #3 M concrete. 1. Footing, pier or boom bottom (3m) 2. Earth-fpier or beam Me (20) 3. Formed footing, pier or boom sides, ex 1') o 1 PER 4. Precast toer.. Pa (3/4'7. t #3 tles AT 1s' CA posts (1-1/4") b I • - y( d. Spftee within continuous unscheduled reinforcing steel shall have a minimum lap of 39 bar die . -- IIIAM iN�_. (4) /4 REINIF. VJM CONT. 19 IF-AUM SECTION - 8' SCREENING WALL AND PIER 1. Footing size is based on the following minimum sail Properties. a. Soil Corti 90% std. proctor b. Bearing Capacity 1.500 pef c. Friction Resistance 269 pof d. Lateral Bearing 100 /ft of depth o Fill 0 1. All design criteria based on construction on natural gownd. Z Scmenwall not to be constructed on berms or fill dirt. SHEET 1.0 PREC ST CO CRET Ib.. IC Y JDUMP TER ENCLOS 0-01 RE -- PPECAST CONCRETE BUFFER WALL 4- SDR SLEEVE FOR IRRIGATION, 12" MIN. BEYOND BACK OF CURB. MARK CURB W/ BRASS NAIL IC . i Ib.. IC Y IC---..-..- 1 0-01 LIC PPECAST CONCRETE BUFFER WALL j i r w IC L 11 IC 1 ; IC o ) AH I I j LO LOC), ' ' AC "' IC i j I i \ LO I ; IC I I I AH AH ` IC - — — ii i J LOC.,. C1 I i I ' i 1 I C. \ti ` I I j � 6„S IC I 1 I I L IC I I i - IC 1 j P CAST CONCRETE I i is LO : ' S,N SC EEN WALL iL. f ; I IC w�1•. I I ? AH1C I E s6� I�I+3 I i i AHC) � 1 LO ; > ' IC � /� ®(P6C --- --- 1 u I i (P BC ® BC (PBC ®BC �BC C�76 L 1 « , _ IC BC BC BC IC I � ` Q0LO g 1 1' I j i T2"a 6, IC IC I I L I iI` M IC 1 4" SPR SLEEVE FOR IRRIGATION, ” PRCAST CONCRETE j I 12" MIN. BEYOND BACK OF CURB, ® L BU FER WALL MARK CURB W/ BRASS NAIL IC IC f I IH I j 1 iHI� �L I IC • i "1 IC 1i Ij ai'j -rittei ---- --------- - 0 i 0 L- "-— ' '_•�� IC --------------- 00900000000000000*0 I }I IH AH IH IH IH L i IC AH A AH AH AH AH i LO L 7Z3 LO O L i .- _ __ ._ _ -_ -_ _ _ _ _ - - SULC :1/56• . 1'-0• !d by on automatic irrigation system (an irrigation plan will be 8. "col." indicates caliper at 12" above the ground. '.. is granted). 9. All trees shall be provided balled and burlopped. construction sholl be repaired and overseeded to return turf 10. Planting pits sholl be 2' larger in diameter then the size of the root ball. backfill sholl consist of 3 -ports sandy loom topsoil and nes: 1 -part pine bark mulch. 50% Nctive Soil 11. All landscaping plant material shall be guaranteed for a period of NORTH 25% Compost one year from the date of installation by contractor. after one ®®PIAN NORTH 25% Brick Sand year, the owner will be responsible for maintenance of all sere surface is not indicated as ground cover shall be covered by landscaping. Ind cover, decorative paving, decorative rock or perreniol grass is :. swoles and drainage areas, the parking lot setback, E D 2 - 4" ELECTRICAL CONDUITS 10' PAST CURE A D MARK WITH RED �� T OST m < -u imq G1G11/�FCIL I` -- -- -- ------ --------- - -- ----------- --------- 3T2' / �/- / PROPOSED / THROAT DEPT S 43' 2;� " W 252.99' �0.0 L6 w / �� ,3 TE p o L-� o _r I MPORARYURB <M 'POo - / - - Cb /� 5' SIDE SETSA CK / Cb N - - -CID- _j `� 8. I / -- ---- - -------------------- --�---,� �-/ -I /----,�- - - - -C� - - - - - - - - - - - - - - L PUBLIC R0o N SF Lor 1 1 cb- C I 591. SF / Q-� w R5.0' / CD 16.0 j2.1 /' j. // o w zo 0 rno7•� I / PROP. 10.0'// /. ao / ¢ p I �� 7�/ PR P. 21.4 --I P.U.E. N p, /' _ / O- 10.0' P U.E. / I ,M� I Z cnLr 0 104.4 6.0' -.�I qE NOTE 33 / / I I - / /•' / / / 20.0 TYP. / I / i QETBY N !�N 'M1 i / 67 oCO NV/ /LOH as ^/ @5.0' /. 5.0'�P.SED CLINIC,4� I� / I 21 .14 SF / / / / �_�---� . ' . 7689 SF 33 .0' TYP. / ' I / � j• •. FFE= 313.50 / / 0o L / y o /• p -I 17.5' / ` o/ o / M u ao o / 2- 4" ELECTRICAL I I D r CONDUITS / 1 I I / ^Q, 2. / I b) &2.o, l 6'x9' BICYCLE -RACK PROP. 15.0'o I a 1 % / //•Q ( ' 12'j P P.U.E. M 1 r, // / p' ' I / AC.UNI1 /ADS o / w 6.0' 1p PROP. o� 'A N p 2" 3E 7 SF ( / 10.01 P.U. 24:0 _ - - - - /I•. __ ,.. r. ( _I1..- 16.0' 20' REAR SETBACK 19 0 SF 24.0' / ocli I / / r 1956 SFj 9' TALL ME6HANICAL g"; I / I -I----- -- --------------- SS / -SSI�E EN *AN -,-REf - I / L - / ( M' PROPIOSC --o' - - � - - 7- - - - - --------------------- f TRAN)SFORMER `'' �" / 7.5/ SIDE- SE �`R ��� L� 64.0' S S S S S Samp / -- / 64.0 S 4 32 35 40 . 0' (6118147) 0 6' TALL BUFFER WALL ALONG LEN H OF PARKING, / I -- =- ---/- - - - - - - --------------- _--------- __ SEE ATTACHED CHISELCRETE ART SAN PRECAST EXISTING 6' WOOD 6' TALL BUFFER WALL ALONG LEN GTH OF PARKING, WALL DETAIL SHEET PRIVACY FENCE LOT 17 BLOCK 1 SEE ATTACHED CHISELCRETE ARTISAN PRECAST � / I WALL DETAIL SHEET / REA TTA MEADOWS LOT 16, BLOCK 1 ol0 LOT 15, BLOCK 1 I LOT 14, BLOCK 1 N/F I REA TTA MEADOWS mla REA TTA MEADOWS I REA TTA MEADOWS JAMES M. WYA TT & N/F o N/F N/F I SHANNON M. GAREY SHA NR/LAL CHH/TUBHA/ CHRISTOPHER E. M/ZE & KA THLEEN L. SHEH/ & I (11015/220) PA TEL MEL/SSA MARKEL MIZE GEORGE E. RADER .ITE PLAN NOTES: I I (1 0 5 70/1 5 4) (9301/129) (9397/149) ' CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ONSITE FIELD CONDITIONS OR SPECIFICATIONS OF OTHER DISCIPLINES THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS, AS WELL AS INSPECTION APPROVALS. A COPY OF APPROVED CONSTRUCTION PLANS SHALL BE KEPT ON SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS TO RECORD AS -BUILT CONDITIONS. REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS. REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE AS APPLICABLE. ALL SIGNAGE WILL BE PERMITTED SEPARATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN AN ORDERLY PROJECT SITE. THE CONTRACTOR SHALL CLEAN AND REMOVE ANY SURPLUS OR DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS FROM THE PROJECT SITE. SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/ CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND SAFE -GUARDING OF ALL MATERIALS AND EQUIPMENT AT THE PROJECT SITE TO MAINTAIN A SAFE AND SECURE PROJECT. ). THE CONTRACTOR SHALL COORDINATE SITE STORAGE WITH THE OWNER TO NOT OBSTRUCT DRIVES, ACCESS, OR OTHER OPERATIONAL REQUIREMENTS. I. ANY ADJACENT RIGHT-OF-WAY (R.O.W.) OR PROPERTY AFFECTED DURING CONSTRUCTION, SHALL BE RETURNED TO PRE -CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE. ?. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, BENCHMARKS, AND MARKERS DURING CONSTRUCTION. 3. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING SERVICES BASED ON THE INFORMATION PROVIDED IN THE PLANS. L ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT 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 SCALE TO MAINTAIN A UNIFIED APPEARANCE. i. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. i. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES DURING THE CONSTRUCTION PROCESS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITY OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER. ALL MATERIAL AND LABOR SHALL BE AT THE CONTRACTOR'S EXPENSE. BUILDING DATA SUMMARY EXISTING USE: VACANT LOT PROPOSED USE: MEDICAL CLINIC NO. OF STORIES: 1 PROPOSED BUILDING: TOTAL SF HEIGHT (FT) TYPE 7,689 28 IIIB BUILDING SPRINKLER NO FIRM MAP NO: 48041C0325 E (Not located in 100 year floodplain or floodway) o - PARKING TABULATION PARKING REQUIREMENT: 1/200 SF TOTAL SFREQUIREMENT.- 7,687 SF/200 = 39 SPACES TOTAL PARKING REQUIRED: 39 SPACES TOTAL PARKING PROVIDED: 44 SPACES (41 STD, 3 HC) I. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITI IES NEAR ENERGIZED OVERHEAD ELECTRIC LINES. I. THE CONTRACTOR ACKNOWLEDGES THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, CITY MAPS AND, WHEN POSSIBLE, FIELD MEASUREMENTS. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. I. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. ALL WATER LINES TO BE CL 235 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS. I. ALL SANITARY SEWER LINES TO BE SDR -26 PVC. SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEP UTILITY DEMANDS Maximum Water Average Water 80 GPM 20 GPM (Peak Flow =Avg. Daily Flow* 4) Max. Sewer Load 69,120 GPD (Based on 16 hour day usage) Fire Flow Requirement 1,750 GPM (Based on Fire Code Tables B105.1 & C105.1) A-1-1-14 AND CROSSINGS, AND IN ACCORDANCE WITH THE 2012 INTERNATIONAL PLUMBING CODE. i. METERS TO BE IN A VAULT AND TOUCH -READ. ALL METERS TO BE LOCATED WITHIN THE P.U.E. �. FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. LOT 1 & 2 OF THE REATTA CORNER SUBDIVISION IS CONSIDERED A BUILDING PLOT. REVIEWED FOK i. LOT 1 & 2 WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE ACCESS EASEMENT. EXTERIOR BUILDING & SITE LIGHTNING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. THE SITE LIES WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. DEC 2 ®2013\ THE OWNER OF LOT 2 WILL BE RESPONSIBLE FOR INSTALLING THE REQUIRED BUFFER AROUND THE DETENTION POND UPON DEVELOPMENT OF THAT LOT. CCLL�tt AHI ION DUMPSTER TO HAVE AN 8' TALL PRECAST CONCRETE FENCE SYSTEM CHISELCRETE (STONE LOOK) AS MANUFACTURED BY ARTISAN OR EQUAL. ®VEL®PM 6 S RVICES ti ��� I I 0 20 40 60 SCALE: V=20' CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. PROPOSED BUILDING PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK LINE - - ------ EXISTING PAVEMENT EDGE -- -- FIRELANE (RED CURB WITH 4" WHITE LETTERS: FIRELANE NO PARKING TOW -AWAY ZONE") - - 340--- EXISTING MAJOR CONTOURS ---341--- EXISTING MINOR CONTOURS 340 PROPOSED MAJOR CONTOURS 341 PROPOSED MINOR CONTOURS --- EXISTING WATER LINE - PROPOSED WATER LINE - - EXISTING SANITARY SEWER PROPOSED SANITARY SEWER O EXISTING MANHOLE ¢ EXISTING FIRE HYDRANT PROPOSED HANDICAP PARKING j PROPOSED WATER VALVE PROPOSED WATER METER ° PROPOSED SANITARY SEWER CLEANOUT 8 PROPOSED SS DOUBLE CLEANOUT ♦FH PROPOSED FIRE HYDRANT BIKE RAC DETAILS PROJECT BENCHMARK: Z©� SQUARE CUT IN CURB INLET N:10190782.90, E: 3569912.32 A ELEV = 315.41 00 L LOCATION MAP NTS SITE PLAN FOR: 3"T. JOSEPH CLINIC 1 - 1 IS AGKF_5 ZONING: SIC OWNER: OGC MEDICAL I, LLC 2 00 SOUTH TEXAS AVENUE, SUITE 401 BRYAN, TEXAS 77802 TELEPHONE: 979-268-2800 CONTACT: HUNTER GOODWIN EMAIL: I UNTER.GOODWIN@OLDHAMGOODWIN.COM i AR d, HITECT: R. L. PAYNE & ASSOCIATES, INC 1509 EMERALD PKWY,-STE. 104 COLLEGE STATION, TX 77845 TELEPHONE: 979-696-7272 CONTACT: ROBERT PAYNE EMAIL: RPAYNE@RLPAYNE.CON �piE of rF *... .................. MELISSA P. THOMAS 8....:� Fsi .ENS,. G� S�ONAL 6N ess,ner Engineering 2501 Ashford Drive, Suite 102 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) 13 Www.gessnerengineering.com Firm Registration Number: F-7451 UL a j o - BIKE RAC DETAILS PROJECT BENCHMARK: Z©� SQUARE CUT IN CURB INLET N:10190782.90, E: 3569912.32 A ELEV = 315.41 00 L LOCATION MAP NTS SITE PLAN FOR: 3"T. JOSEPH CLINIC 1 - 1 IS AGKF_5 ZONING: SIC OWNER: OGC MEDICAL I, LLC 2 00 SOUTH TEXAS AVENUE, SUITE 401 BRYAN, TEXAS 77802 TELEPHONE: 979-268-2800 CONTACT: HUNTER GOODWIN EMAIL: I UNTER.GOODWIN@OLDHAMGOODWIN.COM i AR d, HITECT: R. L. PAYNE & ASSOCIATES, INC 1509 EMERALD PKWY,-STE. 104 COLLEGE STATION, TX 77845 TELEPHONE: 979-696-7272 CONTACT: ROBERT PAYNE EMAIL: RPAYNE@RLPAYNE.CON �piE of rF *... .................. MELISSA P. THOMAS 8....:� Fsi .ENS,. G� S�ONAL 6N ess,ner Engineering 2501 Ashford Drive, Suite 102 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) 13 Www.gessnerengineering.com Firm Registration Number: F-7451 I..IIVL rVVI I I 1 1 I 1 1/4' M& PMEI. w l 7W. A't EACH EM Post � 1 LJ kl� �i LJ i ELEVATION - 6'& 8' SCREENING WALL AND PIERS TOP VIEW -CAP -1-.a ~ 3-3/4' \-11rM 3/4' QMM L'J CHISELCRETE® CAP - SECTION 1/2'it1-3/4' VOW.M. MM t�E1 used for fill. Remove ®11 al from (R)nt M BARO, .V= SAACm excavations prior to concrete pour. (MAY un Damn wa N LEU �. of 13 MW. BAR;s<r *(12-04/04) TYPICAL PIER -BELOW I..IIVL rVVI I I 1 1 I 1 1/4' M& PMEI. w l 7W. A't EACH EM Post � 1 LJ kl� �i LJ i ELEVATION - 6'& 8' SCREENING WALL AND PIERS TOP VIEW -CAP -1-.a ~ 3-3/4' \-11rM 3/4' QMM L'J CHISELCRETE® CAP - SECTION 1/2'it1-3/4' `. IX own CHISELCRETE® PANEL - SECTION n E 0 IT_ ;A.ZAJ 1(MIN TO 24- POST EMBEDMOU (2) 13 7Es Specifications and Notes General: 1. This project has bow designed in accordance with S' 30. 71rP. �4•�/4- 1 the International Building 2010 Edition. TIP. 2. Applied loadir. a. (Mind Velocity (V) - 90 mph b. re. B 1 1/4- CLEM TVR 1 c. Importance Factor (1) - 1.0 d. Velocity Pressure Exposure Coefficient (Kz) — 0.711 e. Wind Directionality Factor (Ifd) : 0.85 ENQ POST ��3 FMARACE ,) f. Topographic F (Iczt) = 1.0 g. Wind Pressure P = 0.00 Icz)( )Ndiff"2)(I) VARE TES NZ CORNER POST LINE POST SECTION- 6' SCREENING WALL POST b #37ESAT1a"OA T'raw. sows, i li] "'. 12' (4) i4 MW. tiIAIM IM9. U PER oiAMEt'ER 6' WALL PLAN VIEW SECTION - 6' SCREENING WALL AND PIER PAnK CAP I1 4-M 1/4- I I1 1/4- CLEAR T#P. RMM eons'''"= P081,END PO � � FMX V.) MIME MM CORNER POST LINE POST I 240 N) TO 30- SECTION- 8' SCREENING WALL POST POST DAMM09 (M2 13 7Es N x 7Es AT id- a I._ 1MW. erwS, PER 12' L (4) 04 MW. MtIS, CONE. PER I MIMEM 8' WALL PLAN VIEW SECTION - 8' SCREENING WALL AND PIER P - 0.00256(0.70)(1.0)(0.65)(90r 1.0) P - 12.3 pof h. Working Design ° 33 In (1.33) i. Solornic ns Site Class D 3.Precast componentsto be manufactured by N ortifled Plant a. Posbi6 Panels and Panel cape shall b. Screwing wall is to be eroded entirely on property. VOW.M. MM t�E1 used for fill. Remove ®11 al from (R)nt M BARO, .V= SAACm excavations prior to concrete pour. (MAY un Damn wa N LEU �. of 13 MW. BAR;s<r *(12-04/04) .I' `. IX own CHISELCRETE® PANEL - SECTION n E 0 IT_ ;A.ZAJ 1(MIN TO 24- POST EMBEDMOU (2) 13 7Es Specifications and Notes General: 1. This project has bow designed in accordance with S' 30. 71rP. �4•�/4- 1 the International Building 2010 Edition. TIP. 2. Applied loadir. a. (Mind Velocity (V) - 90 mph b. re. B 1 1/4- CLEM TVR 1 c. Importance Factor (1) - 1.0 d. Velocity Pressure Exposure Coefficient (Kz) — 0.711 e. Wind Directionality Factor (Ifd) : 0.85 ENQ POST ��3 FMARACE ,) f. Topographic F (Iczt) = 1.0 g. Wind Pressure P = 0.00 Icz)( )Ndiff"2)(I) VARE TES NZ CORNER POST LINE POST SECTION- 6' SCREENING WALL POST b #37ESAT1a"OA T'raw. sows, i li] "'. 12' (4) i4 MW. tiIAIM IM9. U PER oiAMEt'ER 6' WALL PLAN VIEW SECTION - 6' SCREENING WALL AND PIER PAnK CAP I1 4-M 1/4- I I1 1/4- CLEAR T#P. RMM eons'''"= P081,END PO � � FMX V.) MIME MM CORNER POST LINE POST I 240 N) TO 30- SECTION- 8' SCREENING WALL POST POST DAMM09 (M2 13 7Es N x 7Es AT id- a I._ 1MW. erwS, PER 12' L (4) 04 MW. MtIS, CONE. PER I MIMEM 8' WALL PLAN VIEW SECTION - 8' SCREENING WALL AND PIER P - 0.00256(0.70)(1.0)(0.65)(90r 1.0) P - 12.3 pof h. Working Design ° 33 In (1.33) i. Solornic ns Site Class D 3.Precast componentsto be manufactured by N ortifled Plant a. Posbi6 Panels and Panel cape shall b. Screwing wall is to be eroded entirely on property. aro mad® deeper than i ,only; II be used for fill. Remove ®11 al from J excavations prior to concrete pour. --� Q _ Reinf 1. Reinforcing rials z z • W Grade 60 placed as shown on the drawings. is b. Steel reinforcing wire shall most U.S. Steel Wire C.) gauge® —A 82. fy 70, psi min gaivaniz tI3 c. All ties and stirrups shall conform to the requirementsof —A/ 615, grade 40. H UJ d. All welded wire reinkwooment shall be 4x12— having 3 horizontal bars and 5 vertical bars. 2. Reinforcing workmanship: a. Reinforcement steel shall be fabricated in F_ accordance the CRSI Standard Detail. cd) aro mad® deeper than i ,only; II be used for fill. Remove ®11 al from J excavations prior to concrete pour. --� Q _ Reinf 1. Reinforcing rials z z a. Ddormed tM bare shall conform to -A 615, W Grade 60 placed as shown on the drawings. W b. Steel reinforcing wire shall most U.S. Steel Wire C.) gauge® —A 82. fy 70, psi min gaivaniz tI3 c. All ties and stirrups shall conform to the requirementsof —A/ 615, grade 40. H UJ d. All welded wire reinkwooment shall be 4x12— having 3 horizontal bars and 5 vertical bars. 2. Reinforcing workmanship: a. Reinforcement steel shall be fabricated in F_ accordance the CRSI Standard Detail. cd) Reinforcing bars shall be oold—bent only. U Use of hout to IF 160MIrmll steel shall be W cause for rejection. 121- 2thoroughly b. Reinforcement stool bars and wire fabric shall be thoroughlycleaned before placing and again before the concrete is placed. Shall be accurately positioned and secured in place. No brick of porous �. materials may be used to support the steel off ground. c. install all reinforcement with the following dwronce between reinforcing stool and face of o s concrete: 1. Footing, p1w on beam bottom (3) 2. FAM—formed pier or boom side (2" m 3. Formed footing, pier or boom ex (111) 4. Precast exposed to weather. pa (3/4'. pods (1-1/4', d. Splica within continuous unscheduled reinforci steel shall hove a minimum lap of 30 bar diameters. Soils 1. Footing size Is based on the following minimum soil props a. Soil Com 90% std. proctor b. Bearing Copoft 1.500 pof c. Friction Resists 260 pof d. Liaternl ring 100 /ft of depth o Fill 1. All design criteria based on construction on natural ground. Z Screenwall not to be constructed on berms or fill dirt. SHEET W 1.0 SW 316.41 (ME)Fill TC 316.35 (ME) TP 315.85 0 / TP 315.?/l / I_316, TC 315. M TC 315.88 316.11 TC 315.44 / (� TP 315.07 T 913. TP 314.96 / TC 314.45 TC 315.23 (ME) t m SW 315.57 ( ) m f\j / I `\ S VV 315.04 / / l LOT/4 Awff f • // // AM AaW 94 / / / 2 .Si lwcamm9mm M / S 43'5 " W 252.99' / /r/ TC 314.12 // / o; Cb Cb TC 312.03-j. / TG /12.00 LD ' FG 313.00 313.41 / FG 31311;L' 63 0 T .50 / / . TC 313.03 / TC 313.03 SW .14 TC 313.04-/ TC "13.91 / / SW 313.00 / Ti TC 313.24 TP 312.38 TP 312.50fIT-7P 312.54 TP 312.42 / /--TP 312.30 " • FG 313.00 // FG 313.40- FG 31'300" . FG 313.2' TC 313:36 / TP 313.37 . • TP'313.46 TP 31.3A6. • ."TP 31.3:38._ •FG 313,35-6 PROPOSED CLINIC / TC 313 01�" 7,689 SF / SW 3 A.3 " ' . FFE = 313.50 / SW 2:51. SW 12.63 • / Im SW 315.00 `-TC 31 / I L S �bV 312.56 312.65' / 311.99 / SW 312.92 PROPOSED MAJOR CONTOURS 340 -/ / TC 313.78 / C812.80'. . • 313.4W TP 312.20 SW SW313.24-.*. 13.15 /. PROPOSED TOP OF CURB 0 ELEVATION TG a PROPOSED TOP OF GRATE / TP 312.41 / .30' SW 3.13 • / rrlf T�' 312.00 / . REF. STRUC. -TC 313. 1 // -TP 31 . / j T 312.70 SW.313.30 �'• ' i . SW REF. STRUC. ' -/ M j SIN 31'3'30 a � W313.24 •• .. im .-4G313-06*. ..' .'SW 313.45 ' I ' TG 311.27 J / . -SW 31.3:40 3y FG 3.13.35 • SW TC 312.47 TC 312.2 SW 312.61 / im TC 313 15 TC 312.20 / / SW 313. /j TC 312.25 / SW 31 . 0 / TC 312.23 / 31 1 SW 3 �! / .Idl ( / C A2.23 // TG 309.40 S 4532'35" W 400.00' (6118/47) FA: / (I LOT 17, BLOCK 1 / REA TTA MEADOWS N/F TC 312. 312.60 M / M / M / C 4! 0 / / / TC 309.96 / / TG 309.37 / LTC 3TC 310.37 / TC 309y94 7 h / -SW 312.45 / orn TC 309. TC 312.44 TC 31 x./71 M TC/311.4 TC 309.9 STC 311. 6 TC 310.05 SW 312.21/ SW 312.41 -SW 312.21- -FG 313.01 / 313.30 / I I LOT 16, BLOCK 1 REA TTA MEADOWS -TC 310.4 LOT 15, BLOCK 1 I LOT 14, BLOCK 1 REA TTA MEADOWS I REA TTA MEADOW CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. ml ti 71il 0 20 40 60 SCALE: 1"= 20' PROJECT BENCHMARK: e BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 - - - - -340- - TC 1.59 - EXISTING MAJOR CONTOURS - -- -- - - .1 -- - - - - 311.99 / PROPOSED MAJOR CONTOURS 340 313.86 / L PROPOSED MINOR CONTOURS C 313.63 / ® • 313.4W ccs I C 312.2 PROPOSED TOP OF CURB 0 ELEVATION TG PROPOSED TOP OF GRATE TC 912.2 ELEVATION TP TP 312. / TC 312.11 -TC 313. 1 / -TP 31 . / 3W 313.11// T 312.70 TC 312. 312.60 M / M / M / C 4! 0 / / / TC 309.96 / / TG 309.37 / LTC 3TC 310.37 / TC 309y94 7 h / -SW 312.45 / orn TC 309. TC 312.44 TC 31 x./71 M TC/311.4 TC 309.9 STC 311. 6 TC 310.05 SW 312.21/ SW 312.41 -SW 312.21- -FG 313.01 / 313.30 / I I LOT 16, BLOCK 1 REA TTA MEADOWS -TC 310.4 LOT 15, BLOCK 1 I LOT 14, BLOCK 1 REA TTA MEADOWS I REA TTA MEADOW CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. ml ti 71il 0 20 40 60 SCALE: 1"= 20' PROJECT BENCHMARK: e BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 - - - - -340- - - - - - EXISTING MAJOR CONTOURS - -- -- - - .1 -- - - - - -- EXISTING MINOR CONTOURS PROPOSED MAJOR CONTOURS 340 • L PROPOSED MINOR CONTOURS 341 ® • PROPERTY LINE ccs TC PROPOSED TOP OF CURB 0 ELEVATION TG PROPOSED TOP OF GRATE ELEVATION TP PROPOSED TOP OF PAVEMENT ELEVATION ME MATCH EXISTING ELEVATION SW PROPOSED TOP OF PAVEMENT ELEVATION AT SIDEWALK GRADING NOTES:,,- LL OTES: , LL UNPAVEC AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 2.0% SLOPE, UNLESS OTHERWISE NOTED, SO THAT NO PONDING OCCURS. 2. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB IS A STANDARD 6" CURB, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO_MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO ANY MO IFICATIONS. 4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT LL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER 5. THE APPROVAL OF THE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM AFFECT PROPERTY OWNER(S). ANY ADJACENT PROPERTY OR RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO EXISTING CONDITIONS OR BETTER. 6. UNLESS OTHERWISE DETERMINED BY APPLICABLE GEOTECHNICAL REPORT, UNDER PROPOSE STREETS, PAVEMENT, AND STRUCTURES (INCLUDING SIDEWALKS), BACKFILL SHALL BE FINELY DIVIDED SOIL OR LIME TREATEDi SOIL AND SHALL BE COMPACTED IN LIFTS NO GREATER THAN 8" LOOSE THICKNESS TO A DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D698) WITH A MOISTURE CONTENT OF +/- 2% OF OPTIMUM. 7. TREATMENT SHALL BE ACCOMPLISHED SUCH THAT A UNIFORM SUBGRADE MIX IS OBTAINED. PRIOR TO THE APPLICATION OF LIME TO THE SUBGRADE, THE OPTIMUM PERCENTAGE TO BE ADDED SHOULD BE DETERMINED BASED ON TEX-121-E LABORATORY TESTS CONDUCTED ON MIXTURES OF THE SUBGRADE SOILS WITH VARYING PERCENTAGES. SUBGRADE SOIL SAMPLES SHOULD BE OBTAINED FROM THE PAVEMENT AREA AT THE PROPOSED FINAL SUBGRADE ELEVATION. THE LIME SHOULD INITIALLY BE BLENDED WITH A MIXING DEVICE SUCH AS PULVERMIXER AND SUFFICIENT WATER ADDED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. WITHIN THE AREA OF CONSTRUCTION. THEY MUST BE ADJUSTED TO PROPER GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PAVEMENT AND GRADING. 9. SIDEWALKS SHALL HAVE A SLOPE NO GREATER THAN 5% AND A CROSS SLOPE NOT GREATER THAN 2%, UNLESS OTHERWISE NOTED. 10. HANDICAP ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS. 11. ALL SPOTS ARE TOP OF CURB ELEVATIONS, UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL CONTACT GESSNER ENGINEERING IF DISCREPANCIES EXIST AT EXISTING GRADE TIE-INS. © Copyright 2013 by R.L. Payne & Associates, Inc. ISSUE DATE 11/19/2013 PROJECT N0. 13-0495 DRAWN BY JVW CHECKED BY MPT REVISION D A.0 � I * *. MELISS 1W. .q/IOMAS OS ��CENSEO U a 0 06 0 C0 0 cr0 W Z Z Z Z a cr_ F_ U W Q X LoL d' 00 N �� � N IX- I w� Z CF) O v W W W JO OIL FOR CONSTRUCTION SHEET: • z 0 C) > • CL • U) ccs 0 i • U a 0 06 0 C0 0 cr0 W Z Z Z Z a cr_ F_ U W Q X LoL d' 00 N �� � N IX- I w� Z CF) O v W W W JO OIL FOR CONSTRUCTION SHEET: TC 315.88-1 (11 TP 315.07-� 7 --/ /---------/--------7- - - - - - - - - - - /_ V! S 43:72 5 W 252.99 7" m TC 314.12 T 09.84 Cb 'b - - - - - - - - TC 3�10.38 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --Te-Te / L - - - - - - - --- 31`16.11 TC 315.44 TG 12.00 TC 1.59 - - - - - 313.4 ' G3 63 Lorf FG 313.00 C 311.87 L X T 913.70 T .50 TP 314.96 U 313.03 T 314.150 - .14• DOW TC 315.23 (ME)l TC 313.03 ••FG 31100 CURB C 313.86 C 12. SW31d.57( FG 3.13 . .4 C 313.63 312. v TC 313.04 FG.313..2 TC 313 TP 313.38' . T TP 313.4 TP 313..46. T C 312/46 I // i ` / // • ' . T313A312.85 P .6. DEMV710N TO 31138 TC 912.2 . . . . . FG 3*. T 11. 8 By 07h TP 312. . . . . . . . . . .TC -A 12.11 _j \� J / i ::� I // / ///-TC 313 - I -TC /13.91 -TP 312 SW 313.00 TC 313.24 T P 3 12. 3 Au Y. SW 313.11/ T 312.70 S vv 15.04 PROPOSED CLINIC TC 313 01/_ 19W aj 4. TP 312.50 P 312.54-1 7,689 SF TP 312.42 SW 3 - :1.3IN FFE 313.50 CID SW -2.51.* - - . - . . . . . Z) I S 7 TP 312.30 SW 12.63. ' CIO ,,- TC 31 S 312.5 - SW 31 .00 SW 312.92 --SW 312.63'. C /* 01 -TC 313.T8- 0*3 TP 312.20 SW 13.11 CI '. D 3.20 V., 1. SW'313.44 CURB UT FOR/ TP 312.41-) D (NAGE TO T� 312.00 DETE ION P01413 T 309.21 v cy -SW 31-,' .46j 308.50-) C") SW 312.2 -§W 313..'30 -0) 6v 313.20 - •'SW 313.46 308.51 5W 0 TC 311.4 tG.3A&.35 .1 .4 TC 306 9 '_4FG 313.00 -3..'40 -TC 312.44 TC �71 TG 311.27 13 SIN 31'3.:40 TC 31 0j6"5 1:1 El TC 311 6 i/ TC 312.47 \ 6L TC 312.24 SW 312.61 TIP 313 15 TC 312.20 SW 313. ( ' �' m TC 312.25 SW 31 . 0 SW 312.11/ TC 310.4 TC 312.23 31 . 1 SW U2.40 SW 3 3.20-/ SW 312 i TG 309.40 -1---- - - FIG 31 0- 7 - -------- - L------------------ m FG 313.30 SS SS 5 4592'35" W 400.00' (6118147) - ------------------------------ ------------ mu/------,--------/------------------------ Lor 17, awcK i Lor m, BLOCK Lor 15, BLOCK i Lor 14, BLOCK 1 REA TTA MEADOWS REA TTA MEADOWS REA TTA MEADOWS NAFREA 7TA MEADONS CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. 39 0 20 40 60 SCALE: 1 "= 20' PROJECT BENCHMARK: o BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 IZ:)JUlt LJAII- li 10/28/2013 PROJECT NO.!' 13-0495 DRAWN BY Jvw CHECKED BY�� MPT REVISION A. I -340 - - - - - EXISTING MAJOR CONTOURS 341- - EXISTING MINOR CONTOURS II 340 PROPOSED MAJOR CONTOURS < 341- PROPOSED MINOR CONTOURS 0I PROPERTY LINE uj TC PROPOSED TOP OF CURB ELEVATION U -� Z_ TG PROPOSED TOP OF GRATE ELEVATION 64N 0 TP PROPOSED TOP OF PAVEMENT < ELEVATION a. uj < ME MATCH EXISTING ELEVATION 0 C/) C/) cc UJ SW PROPOSED TOP OF PAVEMENT 0z (D ELEVATION AT SIDEWALK 0 W C/) < GRADING NOTES::. l ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 2.0% SLOPE, UNLESS OTHERWISE NOTED, SO THAT NO PONDING OCCURS-.. 2. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB IS A STANDARD 6" CURB, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE U) REQUIRED TO MATCH EXISTING GROUND ELEV 2 IONS AND STRUCTURES. CONTRACTOR d 0 SHALL NOTIFY THE ENGINEER PRIOR TO ANY IFICATIONS. Z C-) 4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND a- Lu It ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE < z T_ I V_ - IM RESTORED TO EXISTING CONDITIONS OR BETTER. U) c) 00 5. THE APPROVAL OF THE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT 06 1 0 PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST w z (0 BE OBTAINED FROM AFFECT PROPERTY OWNER(S). ANY ADJACENT PROPERTY OR 0) 1 co RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO EXISTING < C/) 00-1% CONDITIONS OR BETTER. C3 w 0) 6. UNLESS OTHERWISE DETERMINED BY APPLICABLE GEOTECHNICAL REPORT, UNDER 1�_ O 0) PROPOSE STREETS, PAVEMENT, AND STRUCTURES (INCLUDING SIDEWALKS), BACKFILL SHALL BE FINELY DIVIDED SOIL OR LIME TREATED SOIL AND SHALL BE COMPACTED IN 0 0 LIFTS NO GREATER THAN 8" LOOSE THICKNESS To A DENSITY OF AT LEAST 95% OF THE z cr_ x I U) w MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D698) WITH U) I-- U-) L<2. A MOISTURE CONTENT OF +/- 2% OF OPTIMUM. _j z 'd- 7. TREATMENT SHALL BE ACCOMPLISHED SUCH THAT A UNIFORM SUBGRADE MIX IS < (5 1,* -00 C14 OBTAINED. PRIOR TO THE APPLICATION OF LIME TO THE SUBGRADE, THE OPTIMUM z :n 04 r�' PERCENTAGE TO BE ADDED SHOULD BE DETERMINED BASED ON TEX-121-E LABORATORY (D 06 2 >: x r'- TESTS CONDUCTED ON MIXTURES OF THE SUBGRADE SOILS WITH VARYING z 13: F_ I PERCENTAGES. SUBGRADE SOIL SAMPLES SHOULD BE OBTAINED FROM THE PAVEMENT z ui g (0 AREA AT THE PROPOSED FINAL SUBGRADE ELEVATION. THE LIME SHOULD INITIALLY BE CL Z Z IL C) to BLENDED WITH A MIXING DEVICE SUCH AS PULVERMIXER AND SUFFICIENT WATER ADDED. >_ Lj - I F- 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, cc < 0) CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. WITHIN THE AREA OF CONSTRUCTION. < ::) F -m; r-, THEY MUST BE ADJUSTED TO PROPER GRADE BY THE CONTRACTOR PRIOR TO AND CL F- V) 0) 0WUJ AFTER THE PLACING OF PAVEMENT AND GRADING. w 0 L;j 1 9. SIDEWALKS SHALL HAVE A SLOPE NO GREATER THAN 5% AND A CROSS SLOPE NOT j 1-- uj GREATER THAN 2%, UNLESS OTHERWISE NOTED. z r 10. HANDICAP ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE A MAXIMUM cc Lo 0 OF 2% SLOPE IN ALL DIRECTIONS. 11. ALL SPOTS ARE TOP OF CURB ELEVATIONS, UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL CONTACT GESSNER ENGINEERING IF DISCREPANCIES EXIST AT EXISTING GRADE TIE-INS. @ Copyright 2013 by R.L. Payne & Associates, Inc. NOTFQR REGULATORY APPROVAL, M 0 6019 fill" I SHEET:1-3 2b, c3■ 10 m A3 / SW 316.41 (ME) 0 % // // / // / A) TC; 316.35 (ME) A,� TP 315.85 TP 315./91 LorI2 At" I I 24W AGM I AMMON TC 310.60 TC 315.88-1 (11 TP 315.07-� 7 --/ /---------/--------7- - - - - - - - - - - /_ V! S 43:72 5 W 252.99 7" m TC 314.12 T 09.84 Cb 'b - - - - - - - - TC 3�10.38 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --Te-Te / L - - - - - - - --- 31`16.11 TC 315.44 TG 12.00 TC 1.59 - - - - - 313.4 ' G3 63 Lorf FG 313.00 C 311.87 L X T 913.70 T .50 TP 314.96 U 313.03 T 314.150 - .14• DOW TC 315.23 (ME)l TC 313.03 ••FG 31100 CURB C 313.86 C 12. SW31d.57( FG 3.13 . .4 C 313.63 312. v TC 313.04 FG.313..2 TC 313 TP 313.38' . T TP 313.4 TP 313..46. T C 312/46 I // i ` / // • ' . T313A312.85 P .6. DEMV710N TO 31138 TC 912.2 . . . . . FG 3*. T 11. 8 By 07h TP 312. . . . . . . . . . .TC -A 12.11 _j \� J / i ::� I // / ///-TC 313 - I -TC /13.91 -TP 312 SW 313.00 TC 313.24 T P 3 12. 3 Au Y. SW 313.11/ T 312.70 S vv 15.04 PROPOSED CLINIC TC 313 01/_ 19W aj 4. TP 312.50 P 312.54-1 7,689 SF TP 312.42 SW 3 - :1.3IN FFE 313.50 CID SW -2.51.* - - . - . . . . . Z) I S 7 TP 312.30 SW 12.63. ' CIO ,,- TC 31 S 312.5 - SW 31 .00 SW 312.92 --SW 312.63'. C /* 01 -TC 313.T8- 0*3 TP 312.20 SW 13.11 CI '. D 3.20 V., 1. SW'313.44 CURB UT FOR/ TP 312.41-) D (NAGE TO T� 312.00 DETE ION P01413 T 309.21 v cy -SW 31-,' .46j 308.50-) C") SW 312.2 -§W 313..'30 -0) 6v 313.20 - •'SW 313.46 308.51 5W 0 TC 311.4 tG.3A&.35 .1 .4 TC 306 9 '_4FG 313.00 -3..'40 -TC 312.44 TC �71 TG 311.27 13 SIN 31'3.:40 TC 31 0j6"5 1:1 El TC 311 6 i/ TC 312.47 \ 6L TC 312.24 SW 312.61 TIP 313 15 TC 312.20 SW 313. ( ' �' m TC 312.25 SW 31 . 0 SW 312.11/ TC 310.4 TC 312.23 31 . 1 SW U2.40 SW 3 3.20-/ SW 312 i TG 309.40 -1---- - - FIG 31 0- 7 - -------- - L------------------ m FG 313.30 SS SS 5 4592'35" W 400.00' (6118147) - ------------------------------ ------------ mu/------,--------/------------------------ Lor 17, awcK i Lor m, BLOCK Lor 15, BLOCK i Lor 14, BLOCK 1 REA TTA MEADOWS REA TTA MEADOWS REA TTA MEADOWS NAFREA 7TA MEADONS CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. 39 0 20 40 60 SCALE: 1 "= 20' PROJECT BENCHMARK: o BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 IZ:)JUlt LJAII- li 10/28/2013 PROJECT NO.!' 13-0495 DRAWN BY Jvw CHECKED BY�� MPT REVISION A. I -340 - - - - - EXISTING MAJOR CONTOURS 341- - EXISTING MINOR CONTOURS II 340 PROPOSED MAJOR CONTOURS < 341- PROPOSED MINOR CONTOURS 0I PROPERTY LINE uj TC PROPOSED TOP OF CURB ELEVATION U -� Z_ TG PROPOSED TOP OF GRATE ELEVATION 64N 0 TP PROPOSED TOP OF PAVEMENT < ELEVATION a. uj < ME MATCH EXISTING ELEVATION 0 C/) C/) cc UJ SW PROPOSED TOP OF PAVEMENT 0z (D ELEVATION AT SIDEWALK 0 W C/) < GRADING NOTES::. l ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 2.0% SLOPE, UNLESS OTHERWISE NOTED, SO THAT NO PONDING OCCURS-.. 2. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB IS A STANDARD 6" CURB, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE U) REQUIRED TO MATCH EXISTING GROUND ELEV 2 IONS AND STRUCTURES. CONTRACTOR d 0 SHALL NOTIFY THE ENGINEER PRIOR TO ANY IFICATIONS. Z C-) 4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND a- Lu It ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE < z T_ I V_ - IM RESTORED TO EXISTING CONDITIONS OR BETTER. U) c) 00 5. THE APPROVAL OF THE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT 06 1 0 PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST w z (0 BE OBTAINED FROM AFFECT PROPERTY OWNER(S). ANY ADJACENT PROPERTY OR 0) 1 co RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO EXISTING < C/) 00-1% CONDITIONS OR BETTER. C3 w 0) 6. UNLESS OTHERWISE DETERMINED BY APPLICABLE GEOTECHNICAL REPORT, UNDER 1�_ O 0) PROPOSE STREETS, PAVEMENT, AND STRUCTURES (INCLUDING SIDEWALKS), BACKFILL SHALL BE FINELY DIVIDED SOIL OR LIME TREATED SOIL AND SHALL BE COMPACTED IN 0 0 LIFTS NO GREATER THAN 8" LOOSE THICKNESS To A DENSITY OF AT LEAST 95% OF THE z cr_ x I U) w MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D698) WITH U) I-- U-) L<2. A MOISTURE CONTENT OF +/- 2% OF OPTIMUM. _j z 'd- 7. TREATMENT SHALL BE ACCOMPLISHED SUCH THAT A UNIFORM SUBGRADE MIX IS < (5 1,* -00 C14 OBTAINED. PRIOR TO THE APPLICATION OF LIME TO THE SUBGRADE, THE OPTIMUM z :n 04 r�' PERCENTAGE TO BE ADDED SHOULD BE DETERMINED BASED ON TEX-121-E LABORATORY (D 06 2 >: x r'- TESTS CONDUCTED ON MIXTURES OF THE SUBGRADE SOILS WITH VARYING z 13: F_ I PERCENTAGES. SUBGRADE SOIL SAMPLES SHOULD BE OBTAINED FROM THE PAVEMENT z ui g (0 AREA AT THE PROPOSED FINAL SUBGRADE ELEVATION. THE LIME SHOULD INITIALLY BE CL Z Z IL C) to BLENDED WITH A MIXING DEVICE SUCH AS PULVERMIXER AND SUFFICIENT WATER ADDED. >_ Lj - I F- 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, cc < 0) CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. WITHIN THE AREA OF CONSTRUCTION. < ::) F -m; r-, THEY MUST BE ADJUSTED TO PROPER GRADE BY THE CONTRACTOR PRIOR TO AND CL F- V) 0) 0WUJ AFTER THE PLACING OF PAVEMENT AND GRADING. w 0 L;j 1 9. SIDEWALKS SHALL HAVE A SLOPE NO GREATER THAN 5% AND A CROSS SLOPE NOT j 1-- uj GREATER THAN 2%, UNLESS OTHERWISE NOTED. z r 10. HANDICAP ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE A MAXIMUM cc Lo 0 OF 2% SLOPE IN ALL DIRECTIONS. 11. ALL SPOTS ARE TOP OF CURB ELEVATIONS, UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL CONTACT GESSNER ENGINEERING IF DISCREPANCIES EXIST AT EXISTING GRADE TIE-INS. @ Copyright 2013 by R.L. Payne & Associates, Inc. NOTFQR REGULATORY APPROVAL, M 0 6019 fill" I SHEET:1-3 2b, c3■ 10 m A3 M 0 / i / I I rn 0 of w! m PROP. 10.01 P.U.E. J A INSTALL SILT FEN�E PER BCS STD. DETAI� SHEET SWPP -00 CO1STRUCTION ENTRAN4 MrI2 At" I IN '�;' �n ALLED PER AM Ad= P S STD. DETAIL SHEET/ SWPP _�ANL 0 0 0 0 - - - - - - - - - - - - - - - - - - - — -- — — — — — — - — — — — — — ----- 0 / / / / / Y_w S -- 43:1 '5 W 252 .99 ' L�5' SIDE SETBACK ------- ------------- - --------INSTALL SANDBAGS PER L BCS STD. DETAIL SHEET SWPP INSTALL SANDBAGS PER 0 BCS STD. DETAIL SHEET SWPP .0 Mw -Do G: CV) PROPOSED CLINIC 7,689 SF FFE = 313.50 MOV77aV By 07h Im 0 N&W ED N0' INSTALL SANDBAGS PER CV) V_ BCS STD. DETAIL SHEET SWPP _ ;m F1 INSTALL SANDBAGS PER 117-1 BCS STD. DETAIL SHEET SWPP ZZ - 7 20' REAR SE-TBAC, T_ I------------------- Z C(9 0 4NI 0 oOo 0— 0 tj5 S, 0 0(�EDO 00EP 0 0 ISS — SS SS — SS S 45:32 "35 W 400.00' (6118147) INSTALL SILT FENCE PER M – – – – – – ----------/– – – – – – – – – – – – – – – – – – – – – – – – – – BCS STD. DETAIL SHEET SWPP.----------------------------- I ----------- // i // "`I / / ' / LOT 17, atocx i REA TTA MEADOWS LOT m, atocx i LOT 15, BLOCK I LOT 14, atocK 1 NI REA 77A MEADOWS REA TTA MEADOWS REA TTA MEADOWS I CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. 41 0 20 40 60 SCALE: 1 "= 20' PROJECT BENCHMARK: &BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 ISSUE DATE 10/28/2013 PROJECT NO. 13-0495 DRAWN BY JNP CHECKED BY MPT REVISION 1L. 0. A. A. A. - EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AT ALL LOCATIONS OF CONSTRUCTION. NSTRUCTION. 2. THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING THE SITE. 3. THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE. 4. THE CONTRACTOR MUST COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING SEDIMENTS AND EROSION CONTROL. 1 5. A COPY OF THIS PLAN MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING4HE ENTIRE CONSTRUCTION PERIOD. 6. ALL FINISHED GRADES ARE TO BE HYDRO -MULCHED, SPOT SODDED OR SEEDED AND WATERED UNTIL GROWTH IS ESTABLISHED. LEGEND: SILT FENCE, INSTALLED PER BSC STD. DETAIL SHEET SWPP CONSTRUCTION ENTRANCE, INSTALLED PER BSC STD. DETAIL SHEET SWPP 340--1-- EXISTING CONTOURS 340 PROPOSED CONTOURS PROPERTY LINE @ Copyright 2013 by R.L. Payne & Associates, Inc. U W M 0 Z C C) .t cr- 0 T_ v- 00 Lu06 z -311 (0 0) 0 0 o 0 0 PROP. 10.01 P.U.E. J A INSTALL SILT FEN�E PER BCS STD. DETAI� SHEET SWPP -00 CO1STRUCTION ENTRAN4 MrI2 At" I IN '�;' �n ALLED PER AM Ad= P S STD. DETAIL SHEET/ SWPP _�ANL 0 0 0 0 - - - - - - - - - - - - - - - - - - - — -- — — — — — — - — — — — — — ----- 0 / / / / / Y_w S -- 43:1 '5 W 252 .99 ' L�5' SIDE SETBACK ------- ------------- - --------INSTALL SANDBAGS PER L BCS STD. DETAIL SHEET SWPP INSTALL SANDBAGS PER 0 BCS STD. DETAIL SHEET SWPP .0 Mw -Do G: CV) PROPOSED CLINIC 7,689 SF FFE = 313.50 MOV77aV By 07h Im 0 N&W ED N0' INSTALL SANDBAGS PER CV) V_ BCS STD. DETAIL SHEET SWPP _ ;m F1 INSTALL SANDBAGS PER 117-1 BCS STD. DETAIL SHEET SWPP ZZ - 7 20' REAR SE-TBAC, T_ I------------------- Z C(9 0 4NI 0 oOo 0— 0 tj5 S, 0 0(�EDO 00EP 0 0 ISS — SS SS — SS S 45:32 "35 W 400.00' (6118147) INSTALL SILT FENCE PER M – – – – – – ----------/– – – – – – – – – – – – – – – – – – – – – – – – – – BCS STD. DETAIL SHEET SWPP.----------------------------- I ----------- // i // "`I / / ' / LOT 17, atocx i REA TTA MEADOWS LOT m, atocx i LOT 15, BLOCK I LOT 14, atocK 1 NI REA 77A MEADOWS REA TTA MEADOWS REA TTA MEADOWS I CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. 41 0 20 40 60 SCALE: 1 "= 20' PROJECT BENCHMARK: &BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 ISSUE DATE 10/28/2013 PROJECT NO. 13-0495 DRAWN BY JNP CHECKED BY MPT REVISION 1L. 0. A. A. A. - EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AT ALL LOCATIONS OF CONSTRUCTION. NSTRUCTION. 2. THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING THE SITE. 3. THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE. 4. THE CONTRACTOR MUST COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING SEDIMENTS AND EROSION CONTROL. 1 5. A COPY OF THIS PLAN MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING4HE ENTIRE CONSTRUCTION PERIOD. 6. ALL FINISHED GRADES ARE TO BE HYDRO -MULCHED, SPOT SODDED OR SEEDED AND WATERED UNTIL GROWTH IS ESTABLISHED. LEGEND: SILT FENCE, INSTALLED PER BSC STD. DETAIL SHEET SWPP CONSTRUCTION ENTRANCE, INSTALLED PER BSC STD. DETAIL SHEET SWPP 340--1-- EXISTING CONTOURS 340 PROPOSED CONTOURS PROPERTY LINE @ Copyright 2013 by R.L. Payne & Associates, Inc. U W M 0 Z az C) .t cr- 0 T_ v- 00 Lu06 z -311 (0 0) 0 o 0 0 U) U) I-- Z alai < & 1.4- 00 06 z 04 z z x r - I W Z d- to 0) OCO >_ < Ld T_ Q 0) r- n HUJI wl 0) %-.# , () W F- W( -D L;j WWW ir < ul) 0 3: c) C.L NOT FOR REGULATORY I APPROVAL, PERMITTING OR CONSTRUCTION i3 -20Z SHEET: C7 mAT O CONSTF�UCTION ENTRANCE INSTALYED PER BCS ST/D. DETAIL SHEET SWA3 I INSTALL SILT FEN�E PER BCS STD. DETAIL/ SHEET SWPP l0r12 At" 1 AM AOW NINSTALL SANDBAGS PER J BCS STD. DETAIL SHEET SWPP PROP. 15.0' El P.U.E. INSTALL SAN - - - - - - - - ------_7-_ -----BCS STD. DE / j m C4' 0— 0 0— 7— 5 0 0 0 S 4532a5" W 400.00' (6118147) / i p / L — — — — — — — — — — — — — — — — — — — — — — — r9 LOT 17, atocK I REA TTA MEADOWS LOT 18, atocK i REA TTA MEADOWS FA INSTALL SANDBAGS PER BCS STD. DETAIL SHEET SWPP o��---------- / MEI By 07h 20' REAR SETBAC, L------------------- L - - - - - - - - - - - - - - - - - - - 0(� o SSS SS SS ----------------------------- LOT 15, BLOCK I I LOT 14, BLOCK I REA TTA MEADOWS I REA TTA MEADOWS CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. 91 0 20 40 60 SCALE: I"= 20' PROJECT BENCHMARK: &BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 ISSUE DATE 11/19/2013 PROJECT NO. 13-0495 DRAWN BY JNP CHECKED BY ''J wl REVISION A 0 A. A- A. C) MI z 0 m C) F9 r) UJ < 0 > z 0 rr Lu m C 00 m PROP. 10.01 P.U.E. _zi A U) I Lei `) F, CONSTF�UCTION ENTRANCE INSTALYED PER BCS ST/D. DETAIL SHEET SWA3 I INSTALL SILT FEN�E PER BCS STD. DETAIL/ SHEET SWPP l0r12 At" 1 AM AOW NINSTALL SANDBAGS PER J BCS STD. DETAIL SHEET SWPP PROP. 15.0' El P.U.E. INSTALL SAN - - - - - - - - ------_7-_ -----BCS STD. DE / j m C4' 0— 0 0— 7— 5 0 0 0 S 4532a5" W 400.00' (6118147) / i p / L — — — — — — — — — — — — — — — — — — — — — — — r9 LOT 17, atocK I REA TTA MEADOWS LOT 18, atocK i REA TTA MEADOWS FA INSTALL SANDBAGS PER BCS STD. DETAIL SHEET SWPP o��---------- / MEI By 07h 20' REAR SETBAC, L------------------- L - - - - - - - - - - - - - - - - - - - 0(� o SSS SS SS ----------------------------- LOT 15, BLOCK I I LOT 14, BLOCK I REA TTA MEADOWS I REA TTA MEADOWS CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. 91 0 20 40 60 SCALE: I"= 20' PROJECT BENCHMARK: &BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 ISSUE DATE 11/19/2013 PROJECT NO. 13-0495 DRAWN BY JNP CHECKED BY ''J wl REVISION A 0 A. A- A. C) z 0 m C) > r) UJ < 0 0 z 0 rr FOR CONSTRUCTION SHEET: CL7mO @ Copyright 2013 by R.L. Payne & Associates, Inc. U) 00 m zv Q Lu 00 06 Z ul _zi 0) (0 U) F, Cc 0 0) EROSION CONTROL NOTES: Ic l. THE CONTRACTOR LOCATIONS OF CONSTRUCTION. SHALL PROVIDE EROSION PROTECTION AT ALL z Ld i It- N 2. THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM & z V) 1`�- 3. CONSTRUCTION VEHICLES THE CONTRACTOR HICLES PRIOR TO EXITING THE SITE. 'SHALL UNDERTAKE PROPER METHODS TO OZ$ Z � 04 K REDUCE DUST GENERATION I FROM THE SITE. uj z <� y - .(0 4. THE CONTRACTOR LOCAL REGULATIONS MUST COMPLY WITH FEDERAL, STATE, AND REGARDING SEDIMENTS AND EROSION z a- a- 1, M n CID 5. CONTROL. A COPY OF THIS PLAN FACILITY DURING THE MUST BE KEPT AT THE CONSTRUCTION ENTIRE CONSTRUCTION z _ > < LLF n cc a _j Imo , - 0) 6. ALL FINISHED GRADES PERIOD.F- ARE TO BE HYDRO -MULCHED, SPOT SODDED 0.0 0. 0m W W 1, li OR SEEDED AND WATERED UNTIL GROWTH IS ESTABLISHED. j Lj 0 uj LLJ 0r . U0, 01 1 Z 0 LEGEND: Cr CC < cc Lo 0 M C-5 CL S �CF SILT FENCE, W INSTALLED PER BSC STD. DETAIL SHEET SWPP CONSTRUCTION ENTRANCE, INSTALLED PER BSC STD. DETAIL SHEET SWPP — — — 340— EXISTING CONTOURS —3 40 PROPOSED CONTOURS PROPERTY LINE FOR CONSTRUCTION SHEET: CL7mO @ Copyright 2013 by R.L. Payne & Associates, Inc. E D 2 - 4" ELECTRICAL CONDUITS 10' PAST CURE A D MARK WITH RED �� T OST m < -u imq G1G11/�FCIL I` -- -- -- ------ --------- - -- ----------- --------- 3T2' / �/- / PROPOSED / THROAT DEPT S 43' 2;� " W 252.99' �0.0 L6 w / �� ,3 TE p o L-� o _r I MPORARYURB <M 'POo - / - - Cb /� 5' SIDE SETSA CK / Cb N - - -CID- _j `� 8. I / -- ---- - -------------------- --�---,� �-/ -I /----,�- - - - -C� - - - - - - - - - - - - - - L PUBLIC R0o N SF Lor 1 1 cb- C I 591. SF / Q-� w R5.0' / CD 16.0 j2.1 /' j. // o w zo 0 rno7•� I / PROP. 10.0'// /. ao / ¢ p I �� 7�/ PR P. 21.4 --I P.U.E. N p, /' _ / O- 10.0' P U.E. / I ,M� I Z cnLr 0 104.4 6.0' -.�I qE NOTE 33 / / I I - / /•' / / / 20.0 TYP. / I / i QETBY N !�N 'M1 i / 67 oCO NV/ /LOH as ^/ @5.0' /. 5.0'�P.SED CLINIC,4� I� / I 21 .14 SF / / / / �_�---� . ' . 7689 SF 33 .0' TYP. / ' I / � j• •. FFE= 313.50 / / 0o L / y o /• p -I 17.5' / ` o/ o / M u ao o / 2- 4" ELECTRICAL I I D r CONDUITS / 1 I I / ^Q, 2. / I b) &2.o, l 6'x9' BICYCLE -RACK PROP. 15.0'o I a 1 % / //•Q ( ' 12'j P P.U.E. M 1 r, // / p' ' I / AC.UNI1 /ADS o / w 6.0' 1p PROP. o� 'A N p 2" 3E 7 SF ( / 10.01 P.U. 24:0 _ - - - - /I•. __ ,.. r. ( _I1..- 16.0' 20' REAR SETBACK 19 0 SF 24.0' / ocli I / / r 1956 SFj 9' TALL ME6HANICAL g"; I / I -I----- -- --------------- SS / -SSI�E EN *AN -,-REf - I / L - / ( M' PROPIOSC --o' - - � - - 7- - - - - --------------------- f TRAN)SFORMER `'' �" / 7.5/ SIDE- SE �`R ��� L� 64.0' S S S S S Samp / -- / 64.0 S 4 32 35 40 . 0' (6118147) 0 6' TALL BUFFER WALL ALONG LEN H OF PARKING, / I -- =- ---/- - - - - - - --------------- _--------- __ SEE ATTACHED CHISELCRETE ART SAN PRECAST EXISTING 6' WOOD 6' TALL BUFFER WALL ALONG LEN GTH OF PARKING, WALL DETAIL SHEET PRIVACY FENCE LOT 17 BLOCK 1 SEE ATTACHED CHISELCRETE ARTISAN PRECAST � / I WALL DETAIL SHEET / REA TTA MEADOWS LOT 16, BLOCK 1 ol0 LOT 15, BLOCK 1 I LOT 14, BLOCK 1 N/F I REA TTA MEADOWS mla REA TTA MEADOWS I REA TTA MEADOWS JAMES M. WYA TT & N/F o N/F N/F I SHANNON M. GAREY SHA NR/LAL CHH/TUBHA/ CHRISTOPHER E. M/ZE & KA THLEEN L. SHEH/ & I (11015/220) PA TEL MEL/SSA MARKEL MIZE GEORGE E. RADER .ITE PLAN NOTES: I I (1 0 5 70/1 5 4) (9301/129) (9397/149) ' CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ONSITE FIELD CONDITIONS OR SPECIFICATIONS OF OTHER DISCIPLINES THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS, AS WELL AS INSPECTION APPROVALS. A COPY OF APPROVED CONSTRUCTION PLANS SHALL BE KEPT ON SITE AT ALL TIMES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS TO RECORD AS -BUILT CONDITIONS. REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS. REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE AS APPLICABLE. ALL SIGNAGE WILL BE PERMITTED SEPARATELY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN AN ORDERLY PROJECT SITE. THE CONTRACTOR SHALL CLEAN AND REMOVE ANY SURPLUS OR DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS FROM THE PROJECT SITE. SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/ CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY PERMITTED CONTRACTOR(S) ONLY. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND SAFE -GUARDING OF ALL MATERIALS AND EQUIPMENT AT THE PROJECT SITE TO MAINTAIN A SAFE AND SECURE PROJECT. ). THE CONTRACTOR SHALL COORDINATE SITE STORAGE WITH THE OWNER TO NOT OBSTRUCT DRIVES, ACCESS, OR OTHER OPERATIONAL REQUIREMENTS. I. ANY ADJACENT RIGHT-OF-WAY (R.O.W.) OR PROPERTY AFFECTED DURING CONSTRUCTION, SHALL BE RETURNED TO PRE -CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE. ?. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, BENCHMARKS, AND MARKERS DURING CONSTRUCTION. 3. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING SERVICES BASED ON THE INFORMATION PROVIDED IN THE PLANS. L ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT 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 SCALE TO MAINTAIN A UNIFIED APPEARANCE. i. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREA, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. i. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES DURING THE CONSTRUCTION PROCESS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITY OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER. ALL MATERIAL AND LABOR SHALL BE AT THE CONTRACTOR'S EXPENSE. BUILDING DATA SUMMARY EXISTING USE: VACANT LOT PROPOSED USE: MEDICAL CLINIC NO. OF STORIES: 1 PROPOSED BUILDING: TOTAL SF HEIGHT (FT) TYPE 7,689 28 IIIB BUILDING SPRINKLER NO FIRM MAP NO: 48041C0325 E (Not located in 100 year floodplain or floodway) o - PARKING TABULATION PARKING REQUIREMENT: 1/200 SF TOTAL SFREQUIREMENT.- 7,687 SF/200 = 39 SPACES TOTAL PARKING REQUIRED: 39 SPACES TOTAL PARKING PROVIDED: 44 SPACES (41 STD, 3 HC) I. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITI IES NEAR ENERGIZED OVERHEAD ELECTRIC LINES. I. THE CONTRACTOR ACKNOWLEDGES THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, CITY MAPS AND, WHEN POSSIBLE, FIELD MEASUREMENTS. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. I. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. ALL WATER LINES TO BE CL 235 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS. I. ALL SANITARY SEWER LINES TO BE SDR -26 PVC. SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEP UTILITY DEMANDS Maximum Water Average Water 80 GPM 20 GPM (Peak Flow =Avg. Daily Flow* 4) Max. Sewer Load 69,120 GPD (Based on 16 hour day usage) Fire Flow Requirement 1,750 GPM (Based on Fire Code Tables B105.1 & C105.1) A-1-1-14 AND CROSSINGS, AND IN ACCORDANCE WITH THE 2012 INTERNATIONAL PLUMBING CODE. i. METERS TO BE IN A VAULT AND TOUCH -READ. ALL METERS TO BE LOCATED WITHIN THE P.U.E. �. FIRE SUPPRESSION LINE VALVES SHALL HAVE A LOCKABLE LID TO BE AMP OR USA LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR. ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISE. LOT 1 & 2 OF THE REATTA CORNER SUBDIVISION IS CONSIDERED A BUILDING PLOT. REVIEWED FOK i. LOT 1 & 2 WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE ACCESS EASEMENT. EXTERIOR BUILDING & SITE LIGHTNING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. THE SITE LIES WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. DEC 2 ®2013\ THE OWNER OF LOT 2 WILL BE RESPONSIBLE FOR INSTALLING THE REQUIRED BUFFER AROUND THE DETENTION POND UPON DEVELOPMENT OF THAT LOT. CCLL�tt AHI ION DUMPSTER TO HAVE AN 8' TALL PRECAST CONCRETE FENCE SYSTEM CHISELCRETE (STONE LOOK) AS MANUFACTURED BY ARTISAN OR EQUAL. ®VEL®PM 6 S RVICES ti ��� I I 0 20 40 60 SCALE: V=20' CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. PROPOSED BUILDING PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK LINE - - ------ EXISTING PAVEMENT EDGE -- -- FIRELANE (RED CURB WITH 4" WHITE LETTERS: FIRELANE NO PARKING TOW -AWAY ZONE") - - 340--- EXISTING MAJOR CONTOURS ---341--- EXISTING MINOR CONTOURS 340 PROPOSED MAJOR CONTOURS 341 PROPOSED MINOR CONTOURS --- EXISTING WATER LINE - PROPOSED WATER LINE - - EXISTING SANITARY SEWER PROPOSED SANITARY SEWER O EXISTING MANHOLE ¢ EXISTING FIRE HYDRANT PROPOSED HANDICAP PARKING j PROPOSED WATER VALVE PROPOSED WATER METER ° PROPOSED SANITARY SEWER CLEANOUT 8 PROPOSED SS DOUBLE CLEANOUT ♦FH PROPOSED FIRE HYDRANT BIKE RAC DETAILS PROJECT BENCHMARK: Z©� SQUARE CUT IN CURB INLET N:10190782.90, E: 3569912.32 A ELEV = 315.41 00 L LOCATION MAP NTS SITE PLAN FOR: 3"T. JOSEPH CLINIC 1 - 1 IS AGKF_5 ZONING: SIC OWNER: OGC MEDICAL I, LLC 2 00 SOUTH TEXAS AVENUE, SUITE 401 BRYAN, TEXAS 77802 TELEPHONE: 979-268-2800 CONTACT: HUNTER GOODWIN EMAIL: I UNTER.GOODWIN@OLDHAMGOODWIN.COM i AR d, HITECT: R. L. PAYNE & ASSOCIATES, INC 1509 EMERALD PKWY,-STE. 104 COLLEGE STATION, TX 77845 TELEPHONE: 979-696-7272 CONTACT: ROBERT PAYNE EMAIL: RPAYNE@RLPAYNE.CON �piE of rF *... .................. MELISSA P. THOMAS 8....:� Fsi .ENS,. G� S�ONAL 6N ess,ner Engineering 2501 Ashford Drive, Suite 102 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) 13 Www.gessnerengineering.com Firm Registration Number: F-7451 UL a j o - BIKE RAC DETAILS PROJECT BENCHMARK: Z©� SQUARE CUT IN CURB INLET N:10190782.90, E: 3569912.32 A ELEV = 315.41 00 L LOCATION MAP NTS SITE PLAN FOR: 3"T. JOSEPH CLINIC 1 - 1 IS AGKF_5 ZONING: SIC OWNER: OGC MEDICAL I, LLC 2 00 SOUTH TEXAS AVENUE, SUITE 401 BRYAN, TEXAS 77802 TELEPHONE: 979-268-2800 CONTACT: HUNTER GOODWIN EMAIL: I UNTER.GOODWIN@OLDHAMGOODWIN.COM i AR d, HITECT: R. L. PAYNE & ASSOCIATES, INC 1509 EMERALD PKWY,-STE. 104 COLLEGE STATION, TX 77845 TELEPHONE: 979-696-7272 CONTACT: ROBERT PAYNE EMAIL: RPAYNE@RLPAYNE.CON �piE of rF *... .................. MELISSA P. THOMAS 8....:� Fsi .ENS,. G� S�ONAL 6N ess,ner Engineering 2501 Ashford Drive, Suite 102 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) 13 Www.gessnerengineering.com Firm Registration Number: F-7451 I..IIVL rVVI I I 1 1 I 1 1/4' M& PMEI. w l 7W. A't EACH EM Post � 1 LJ kl� �i LJ i ELEVATION - 6'& 8' SCREENING WALL AND PIERS TOP VIEW -CAP -1-.a ~ 3-3/4' \-11rM 3/4' QMM L'J CHISELCRETE® CAP - SECTION 1/2'it1-3/4' VOW.M. MM t�E1 used for fill. Remove ®11 al from (R)nt M BARO, .V= SAACm excavations prior to concrete pour. (MAY un Damn wa N LEU �. of 13 MW. BAR;s<r *(12-04/04) TYPICAL PIER -BELOW I..IIVL rVVI I I 1 1 I 1 1/4' M& PMEI. w l 7W. A't EACH EM Post � 1 LJ kl� �i LJ i ELEVATION - 6'& 8' SCREENING WALL AND PIERS TOP VIEW -CAP -1-.a ~ 3-3/4' \-11rM 3/4' QMM L'J CHISELCRETE® CAP - SECTION 1/2'it1-3/4' `. IX own CHISELCRETE® PANEL - SECTION n E 0 IT_ ;A.ZAJ 1(MIN TO 24- POST EMBEDMOU (2) 13 7Es Specifications and Notes General: 1. This project has bow designed in accordance with S' 30. 71rP. �4•�/4- 1 the International Building 2010 Edition. TIP. 2. Applied loadir. a. (Mind Velocity (V) - 90 mph b. re. B 1 1/4- CLEM TVR 1 c. Importance Factor (1) - 1.0 d. Velocity Pressure Exposure Coefficient (Kz) — 0.711 e. Wind Directionality Factor (Ifd) : 0.85 ENQ POST ��3 FMARACE ,) f. Topographic F (Iczt) = 1.0 g. Wind Pressure P = 0.00 Icz)( )Ndiff"2)(I) VARE TES NZ CORNER POST LINE POST SECTION- 6' SCREENING WALL POST b #37ESAT1a"OA T'raw. sows, i li] "'. 12' (4) i4 MW. tiIAIM IM9. U PER oiAMEt'ER 6' WALL PLAN VIEW SECTION - 6' SCREENING WALL AND PIER PAnK CAP I1 4-M 1/4- I I1 1/4- CLEAR T#P. RMM eons'''"= P081,END PO � � FMX V.) MIME MM CORNER POST LINE POST I 240 N) TO 30- SECTION- 8' SCREENING WALL POST POST DAMM09 (M2 13 7Es N x 7Es AT id- a I._ 1MW. erwS, PER 12' L (4) 04 MW. MtIS, CONE. PER I MIMEM 8' WALL PLAN VIEW SECTION - 8' SCREENING WALL AND PIER P - 0.00256(0.70)(1.0)(0.65)(90r 1.0) P - 12.3 pof h. Working Design ° 33 In (1.33) i. Solornic ns Site Class D 3.Precast componentsto be manufactured by N ortifled Plant a. Posbi6 Panels and Panel cape shall b. Screwing wall is to be eroded entirely on property. VOW.M. MM t�E1 used for fill. Remove ®11 al from (R)nt M BARO, .V= SAACm excavations prior to concrete pour. (MAY un Damn wa N LEU �. of 13 MW. BAR;s<r *(12-04/04) .I' `. IX own CHISELCRETE® PANEL - SECTION n E 0 IT_ ;A.ZAJ 1(MIN TO 24- POST EMBEDMOU (2) 13 7Es Specifications and Notes General: 1. This project has bow designed in accordance with S' 30. 71rP. �4•�/4- 1 the International Building 2010 Edition. TIP. 2. Applied loadir. a. (Mind Velocity (V) - 90 mph b. re. B 1 1/4- CLEM TVR 1 c. Importance Factor (1) - 1.0 d. Velocity Pressure Exposure Coefficient (Kz) — 0.711 e. Wind Directionality Factor (Ifd) : 0.85 ENQ POST ��3 FMARACE ,) f. Topographic F (Iczt) = 1.0 g. Wind Pressure P = 0.00 Icz)( )Ndiff"2)(I) VARE TES NZ CORNER POST LINE POST SECTION- 6' SCREENING WALL POST b #37ESAT1a"OA T'raw. sows, i li] "'. 12' (4) i4 MW. tiIAIM IM9. U PER oiAMEt'ER 6' WALL PLAN VIEW SECTION - 6' SCREENING WALL AND PIER PAnK CAP I1 4-M 1/4- I I1 1/4- CLEAR T#P. RMM eons'''"= P081,END PO � � FMX V.) MIME MM CORNER POST LINE POST I 240 N) TO 30- SECTION- 8' SCREENING WALL POST POST DAMM09 (M2 13 7Es N x 7Es AT id- a I._ 1MW. erwS, PER 12' L (4) 04 MW. MtIS, CONE. PER I MIMEM 8' WALL PLAN VIEW SECTION - 8' SCREENING WALL AND PIER P - 0.00256(0.70)(1.0)(0.65)(90r 1.0) P - 12.3 pof h. Working Design ° 33 In (1.33) i. Solornic ns Site Class D 3.Precast componentsto be manufactured by N ortifled Plant a. Posbi6 Panels and Panel cape shall b. Screwing wall is to be eroded entirely on property. aro mad® deeper than i ,only; II be used for fill. Remove ®11 al from J excavations prior to concrete pour. --� Q _ Reinf 1. Reinforcing rials z z • W Grade 60 placed as shown on the drawings. is b. Steel reinforcing wire shall most U.S. Steel Wire C.) gauge® —A 82. fy 70, psi min gaivaniz tI3 c. All ties and stirrups shall conform to the requirementsof —A/ 615, grade 40. H UJ d. All welded wire reinkwooment shall be 4x12— having 3 horizontal bars and 5 vertical bars. 2. Reinforcing workmanship: a. Reinforcement steel shall be fabricated in F_ accordance the CRSI Standard Detail. cd) aro mad® deeper than i ,only; II be used for fill. Remove ®11 al from J excavations prior to concrete pour. --� Q _ Reinf 1. Reinforcing rials z z a. Ddormed tM bare shall conform to -A 615, W Grade 60 placed as shown on the drawings. W b. Steel reinforcing wire shall most U.S. Steel Wire C.) gauge® —A 82. fy 70, psi min gaivaniz tI3 c. All ties and stirrups shall conform to the requirementsof —A/ 615, grade 40. H UJ d. All welded wire reinkwooment shall be 4x12— having 3 horizontal bars and 5 vertical bars. 2. Reinforcing workmanship: a. Reinforcement steel shall be fabricated in F_ accordance the CRSI Standard Detail. cd) Reinforcing bars shall be oold—bent only. U Use of hout to IF 160MIrmll steel shall be W cause for rejection. 121- 2thoroughly b. Reinforcement stool bars and wire fabric shall be thoroughlycleaned before placing and again before the concrete is placed. Shall be accurately positioned and secured in place. No brick of porous �. materials may be used to support the steel off ground. c. install all reinforcement with the following dwronce between reinforcing stool and face of o s concrete: 1. Footing, p1w on beam bottom (3) 2. FAM—formed pier or boom side (2" m 3. Formed footing, pier or boom ex (111) 4. Precast exposed to weather. pa (3/4'. pods (1-1/4', d. Splica within continuous unscheduled reinforci steel shall hove a minimum lap of 30 bar diameters. Soils 1. Footing size Is based on the following minimum soil props a. Soil Com 90% std. proctor b. Bearing Copoft 1.500 pof c. Friction Resists 260 pof d. Liaternl ring 100 /ft of depth o Fill 1. All design criteria based on construction on natural ground. Z Screenwall not to be constructed on berms or fill dirt. SHEET W 1.0 SW 316.41 (ME)Fill TC 316.35 (ME) TP 315.85 0 / TP 315.?/l / I_316, TC 315. M TC 315.88 316.11 TC 315.44 / (� TP 315.07 T 913. TP 314.96 / TC 314.45 TC 315.23 (ME) t m SW 315.57 ( ) m f\j / I `\ S VV 315.04 / / l LOT/4 Awff f • // // AM AaW 94 / / / 2 .Si lwcamm9mm M / S 43'5 " W 252.99' / /r/ TC 314.12 // / o; Cb Cb TC 312.03-j. / TG /12.00 LD ' FG 313.00 313.41 / FG 31311;L' 63 0 T .50 / / . TC 313.03 / TC 313.03 SW .14 TC 313.04-/ TC "13.91 / / SW 313.00 / Ti TC 313.24 TP 312.38 TP 312.50fIT-7P 312.54 TP 312.42 / /--TP 312.30 " • FG 313.00 // FG 313.40- FG 31'300" . FG 313.2' TC 313:36 / TP 313.37 . • TP'313.46 TP 31.3A6. • ."TP 31.3:38._ •FG 313,35-6 PROPOSED CLINIC / TC 313 01�" 7,689 SF / SW 3 A.3 " ' . FFE = 313.50 / SW 2:51. SW 12.63 • / Im SW 315.00 `-TC 31 / I L S �bV 312.56 312.65' / 311.99 / SW 312.92 PROPOSED MAJOR CONTOURS 340 -/ / TC 313.78 / C812.80'. . • 313.4W TP 312.20 SW SW313.24-.*. 13.15 /. PROPOSED TOP OF CURB 0 ELEVATION TG a PROPOSED TOP OF GRATE / TP 312.41 / .30' SW 3.13 • / rrlf T�' 312.00 / . REF. STRUC. -TC 313. 1 // -TP 31 . / j T 312.70 SW.313.30 �'• ' i . SW REF. STRUC. ' -/ M j SIN 31'3'30 a � W313.24 •• .. im .-4G313-06*. ..' .'SW 313.45 ' I ' TG 311.27 J / . -SW 31.3:40 3y FG 3.13.35 • SW TC 312.47 TC 312.2 SW 312.61 / im TC 313 15 TC 312.20 / / SW 313. /j TC 312.25 / SW 31 . 0 / TC 312.23 / 31 1 SW 3 �! / .Idl ( / C A2.23 // TG 309.40 S 4532'35" W 400.00' (6118/47) FA: / (I LOT 17, BLOCK 1 / REA TTA MEADOWS N/F TC 312. 312.60 M / M / M / C 4! 0 / / / TC 309.96 / / TG 309.37 / LTC 3TC 310.37 / TC 309y94 7 h / -SW 312.45 / orn TC 309. TC 312.44 TC 31 x./71 M TC/311.4 TC 309.9 STC 311. 6 TC 310.05 SW 312.21/ SW 312.41 -SW 312.21- -FG 313.01 / 313.30 / I I LOT 16, BLOCK 1 REA TTA MEADOWS -TC 310.4 LOT 15, BLOCK 1 I LOT 14, BLOCK 1 REA TTA MEADOWS I REA TTA MEADOW CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. ml ti 71il 0 20 40 60 SCALE: 1"= 20' PROJECT BENCHMARK: e BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 - - - - -340- - TC 1.59 - EXISTING MAJOR CONTOURS - -- -- - - .1 -- - - - - 311.99 / PROPOSED MAJOR CONTOURS 340 313.86 / L PROPOSED MINOR CONTOURS C 313.63 / ® • 313.4W ccs I C 312.2 PROPOSED TOP OF CURB 0 ELEVATION TG PROPOSED TOP OF GRATE TC 912.2 ELEVATION TP TP 312. / TC 312.11 -TC 313. 1 / -TP 31 . / 3W 313.11// T 312.70 TC 312. 312.60 M / M / M / C 4! 0 / / / TC 309.96 / / TG 309.37 / LTC 3TC 310.37 / TC 309y94 7 h / -SW 312.45 / orn TC 309. TC 312.44 TC 31 x./71 M TC/311.4 TC 309.9 STC 311. 6 TC 310.05 SW 312.21/ SW 312.41 -SW 312.21- -FG 313.01 / 313.30 / I I LOT 16, BLOCK 1 REA TTA MEADOWS -TC 310.4 LOT 15, BLOCK 1 I LOT 14, BLOCK 1 REA TTA MEADOWS I REA TTA MEADOW CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. ml ti 71il 0 20 40 60 SCALE: 1"= 20' PROJECT BENCHMARK: e BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 - - - - -340- - - - - - EXISTING MAJOR CONTOURS - -- -- - - .1 -- - - - - -- EXISTING MINOR CONTOURS PROPOSED MAJOR CONTOURS 340 • L PROPOSED MINOR CONTOURS 341 ® • PROPERTY LINE ccs TC PROPOSED TOP OF CURB 0 ELEVATION TG PROPOSED TOP OF GRATE ELEVATION TP PROPOSED TOP OF PAVEMENT ELEVATION ME MATCH EXISTING ELEVATION SW PROPOSED TOP OF PAVEMENT ELEVATION AT SIDEWALK GRADING NOTES:,,- LL OTES: , LL UNPAVEC AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 2.0% SLOPE, UNLESS OTHERWISE NOTED, SO THAT NO PONDING OCCURS. 2. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB IS A STANDARD 6" CURB, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO_MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO ANY MO IFICATIONS. 4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT LL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER 5. THE APPROVAL OF THE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM AFFECT PROPERTY OWNER(S). ANY ADJACENT PROPERTY OR RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO EXISTING CONDITIONS OR BETTER. 6. UNLESS OTHERWISE DETERMINED BY APPLICABLE GEOTECHNICAL REPORT, UNDER PROPOSE STREETS, PAVEMENT, AND STRUCTURES (INCLUDING SIDEWALKS), BACKFILL SHALL BE FINELY DIVIDED SOIL OR LIME TREATEDi SOIL AND SHALL BE COMPACTED IN LIFTS NO GREATER THAN 8" LOOSE THICKNESS TO A DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D698) WITH A MOISTURE CONTENT OF +/- 2% OF OPTIMUM. 7. TREATMENT SHALL BE ACCOMPLISHED SUCH THAT A UNIFORM SUBGRADE MIX IS OBTAINED. PRIOR TO THE APPLICATION OF LIME TO THE SUBGRADE, THE OPTIMUM PERCENTAGE TO BE ADDED SHOULD BE DETERMINED BASED ON TEX-121-E LABORATORY TESTS CONDUCTED ON MIXTURES OF THE SUBGRADE SOILS WITH VARYING PERCENTAGES. SUBGRADE SOIL SAMPLES SHOULD BE OBTAINED FROM THE PAVEMENT AREA AT THE PROPOSED FINAL SUBGRADE ELEVATION. THE LIME SHOULD INITIALLY BE BLENDED WITH A MIXING DEVICE SUCH AS PULVERMIXER AND SUFFICIENT WATER ADDED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. WITHIN THE AREA OF CONSTRUCTION. THEY MUST BE ADJUSTED TO PROPER GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PAVEMENT AND GRADING. 9. SIDEWALKS SHALL HAVE A SLOPE NO GREATER THAN 5% AND A CROSS SLOPE NOT GREATER THAN 2%, UNLESS OTHERWISE NOTED. 10. HANDICAP ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS. 11. ALL SPOTS ARE TOP OF CURB ELEVATIONS, UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL CONTACT GESSNER ENGINEERING IF DISCREPANCIES EXIST AT EXISTING GRADE TIE-INS. © Copyright 2013 by R.L. Payne & Associates, Inc. ISSUE DATE 11/19/2013 PROJECT N0. 13-0495 DRAWN BY JVW CHECKED BY MPT REVISION D A.0 � I * *. MELISS 1W. .q/IOMAS OS ��CENSEO U a 0 06 0 C0 0 cr0 W Z Z Z Z a cr_ F_ U W Q X LoL d' 00 N �� � N IX- I w� Z CF) O v W W W JO OIL FOR CONSTRUCTION SHEET: • z 0 C) > • CL • U) ccs 0 i • U a 0 06 0 C0 0 cr0 W Z Z Z Z a cr_ F_ U W Q X LoL d' 00 N �� � N IX- I w� Z CF) O v W W W JO OIL FOR CONSTRUCTION SHEET: TC 315.88-1 (11 TP 315.07-� 7 --/ /---------/--------7- - - - - - - - - - - /_ V! S 43:72 5 W 252.99 7" m TC 314.12 T 09.84 Cb 'b - - - - - - - - TC 3�10.38 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --Te-Te / L - - - - - - - --- 31`16.11 TC 315.44 TG 12.00 TC 1.59 - - - - - 313.4 ' G3 63 Lorf FG 313.00 C 311.87 L X T 913.70 T .50 TP 314.96 U 313.03 T 314.150 - .14• DOW TC 315.23 (ME)l TC 313.03 ••FG 31100 CURB C 313.86 C 12. SW31d.57( FG 3.13 . .4 C 313.63 312. v TC 313.04 FG.313..2 TC 313 TP 313.38' . T TP 313.4 TP 313..46. T C 312/46 I // i ` / // • ' . T313A312.85 P .6. DEMV710N TO 31138 TC 912.2 . . . . . FG 3*. T 11. 8 By 07h TP 312. . . . . . . . . . .TC -A 12.11 _j \� J / i ::� I // / ///-TC 313 - I -TC /13.91 -TP 312 SW 313.00 TC 313.24 T P 3 12. 3 Au Y. SW 313.11/ T 312.70 S vv 15.04 PROPOSED CLINIC TC 313 01/_ 19W aj 4. TP 312.50 P 312.54-1 7,689 SF TP 312.42 SW 3 - :1.3IN FFE 313.50 CID SW -2.51.* - - . - . . . . . Z) I S 7 TP 312.30 SW 12.63. ' CIO ,,- TC 31 S 312.5 - SW 31 .00 SW 312.92 --SW 312.63'. C /* 01 -TC 313.T8- 0*3 TP 312.20 SW 13.11 CI '. D 3.20 V., 1. SW'313.44 CURB UT FOR/ TP 312.41-) D (NAGE TO T� 312.00 DETE ION P01413 T 309.21 v cy -SW 31-,' .46j 308.50-) C") SW 312.2 -§W 313..'30 -0) 6v 313.20 - •'SW 313.46 308.51 5W 0 TC 311.4 tG.3A&.35 .1 .4 TC 306 9 '_4FG 313.00 -3..'40 -TC 312.44 TC �71 TG 311.27 13 SIN 31'3.:40 TC 31 0j6"5 1:1 El TC 311 6 i/ TC 312.47 \ 6L TC 312.24 SW 312.61 TIP 313 15 TC 312.20 SW 313. ( ' �' m TC 312.25 SW 31 . 0 SW 312.11/ TC 310.4 TC 312.23 31 . 1 SW U2.40 SW 3 3.20-/ SW 312 i TG 309.40 -1---- - - FIG 31 0- 7 - -------- - L------------------ m FG 313.30 SS SS 5 4592'35" W 400.00' (6118147) - ------------------------------ ------------ mu/------,--------/------------------------ Lor 17, awcK i Lor m, BLOCK Lor 15, BLOCK i Lor 14, BLOCK 1 REA TTA MEADOWS REA TTA MEADOWS REA TTA MEADOWS NAFREA 7TA MEADONS CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. 39 0 20 40 60 SCALE: 1 "= 20' PROJECT BENCHMARK: o BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 IZ:)JUlt LJAII- li 10/28/2013 PROJECT NO.!' 13-0495 DRAWN BY Jvw CHECKED BY�� MPT REVISION A. I -340 - - - - - EXISTING MAJOR CONTOURS 341- - EXISTING MINOR CONTOURS II 340 PROPOSED MAJOR CONTOURS < 341- PROPOSED MINOR CONTOURS 0I PROPERTY LINE uj TC PROPOSED TOP OF CURB ELEVATION U -� Z_ TG PROPOSED TOP OF GRATE ELEVATION 64N 0 TP PROPOSED TOP OF PAVEMENT < ELEVATION a. uj < ME MATCH EXISTING ELEVATION 0 C/) C/) cc UJ SW PROPOSED TOP OF PAVEMENT 0z (D ELEVATION AT SIDEWALK 0 W C/) < GRADING NOTES::. l ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 2.0% SLOPE, UNLESS OTHERWISE NOTED, SO THAT NO PONDING OCCURS-.. 2. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB IS A STANDARD 6" CURB, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE U) REQUIRED TO MATCH EXISTING GROUND ELEV 2 IONS AND STRUCTURES. CONTRACTOR d 0 SHALL NOTIFY THE ENGINEER PRIOR TO ANY IFICATIONS. Z C-) 4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND a- Lu It ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE < z T_ I V_ - IM RESTORED TO EXISTING CONDITIONS OR BETTER. U) c) 00 5. THE APPROVAL OF THE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT 06 1 0 PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST w z (0 BE OBTAINED FROM AFFECT PROPERTY OWNER(S). ANY ADJACENT PROPERTY OR 0) 1 co RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO EXISTING < C/) 00-1% CONDITIONS OR BETTER. C3 w 0) 6. UNLESS OTHERWISE DETERMINED BY APPLICABLE GEOTECHNICAL REPORT, UNDER 1�_ O 0) PROPOSE STREETS, PAVEMENT, AND STRUCTURES (INCLUDING SIDEWALKS), BACKFILL SHALL BE FINELY DIVIDED SOIL OR LIME TREATED SOIL AND SHALL BE COMPACTED IN 0 0 LIFTS NO GREATER THAN 8" LOOSE THICKNESS To A DENSITY OF AT LEAST 95% OF THE z cr_ x I U) w MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D698) WITH U) I-- U-) L<2. A MOISTURE CONTENT OF +/- 2% OF OPTIMUM. _j z 'd- 7. TREATMENT SHALL BE ACCOMPLISHED SUCH THAT A UNIFORM SUBGRADE MIX IS < (5 1,* -00 C14 OBTAINED. PRIOR TO THE APPLICATION OF LIME TO THE SUBGRADE, THE OPTIMUM z :n 04 r�' PERCENTAGE TO BE ADDED SHOULD BE DETERMINED BASED ON TEX-121-E LABORATORY (D 06 2 >: x r'- TESTS CONDUCTED ON MIXTURES OF THE SUBGRADE SOILS WITH VARYING z 13: F_ I PERCENTAGES. SUBGRADE SOIL SAMPLES SHOULD BE OBTAINED FROM THE PAVEMENT z ui g (0 AREA AT THE PROPOSED FINAL SUBGRADE ELEVATION. THE LIME SHOULD INITIALLY BE CL Z Z IL C) to BLENDED WITH A MIXING DEVICE SUCH AS PULVERMIXER AND SUFFICIENT WATER ADDED. >_ Lj - I F- 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, cc < 0) CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. WITHIN THE AREA OF CONSTRUCTION. < ::) F -m; r-, THEY MUST BE ADJUSTED TO PROPER GRADE BY THE CONTRACTOR PRIOR TO AND CL F- V) 0) 0WUJ AFTER THE PLACING OF PAVEMENT AND GRADING. w 0 L;j 1 9. SIDEWALKS SHALL HAVE A SLOPE NO GREATER THAN 5% AND A CROSS SLOPE NOT j 1-- uj GREATER THAN 2%, UNLESS OTHERWISE NOTED. z r 10. HANDICAP ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE A MAXIMUM cc Lo 0 OF 2% SLOPE IN ALL DIRECTIONS. 11. ALL SPOTS ARE TOP OF CURB ELEVATIONS, UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL CONTACT GESSNER ENGINEERING IF DISCREPANCIES EXIST AT EXISTING GRADE TIE-INS. @ Copyright 2013 by R.L. Payne & Associates, Inc. NOTFQR REGULATORY APPROVAL, M 0 6019 fill" I SHEET:1-3 2b, c3■ 10 m A3 / SW 316.41 (ME) 0 % // // / // / A) TC; 316.35 (ME) A,� TP 315.85 TP 315./91 LorI2 At" I I 24W AGM I AMMON TC 310.60 TC 315.88-1 (11 TP 315.07-� 7 --/ /---------/--------7- - - - - - - - - - - /_ V! S 43:72 5 W 252.99 7" m TC 314.12 T 09.84 Cb 'b - - - - - - - - TC 3�10.38 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --Te-Te / L - - - - - - - --- 31`16.11 TC 315.44 TG 12.00 TC 1.59 - - - - - 313.4 ' G3 63 Lorf FG 313.00 C 311.87 L X T 913.70 T .50 TP 314.96 U 313.03 T 314.150 - .14• DOW TC 315.23 (ME)l TC 313.03 ••FG 31100 CURB C 313.86 C 12. SW31d.57( FG 3.13 . .4 C 313.63 312. v TC 313.04 FG.313..2 TC 313 TP 313.38' . T TP 313.4 TP 313..46. T C 312/46 I // i ` / // • ' . T313A312.85 P .6. DEMV710N TO 31138 TC 912.2 . . . . . FG 3*. T 11. 8 By 07h TP 312. . . . . . . . . . .TC -A 12.11 _j \� J / i ::� I // / ///-TC 313 - I -TC /13.91 -TP 312 SW 313.00 TC 313.24 T P 3 12. 3 Au Y. SW 313.11/ T 312.70 S vv 15.04 PROPOSED CLINIC TC 313 01/_ 19W aj 4. TP 312.50 P 312.54-1 7,689 SF TP 312.42 SW 3 - :1.3IN FFE 313.50 CID SW -2.51.* - - . - . . . . . Z) I S 7 TP 312.30 SW 12.63. ' CIO ,,- TC 31 S 312.5 - SW 31 .00 SW 312.92 --SW 312.63'. C /* 01 -TC 313.T8- 0*3 TP 312.20 SW 13.11 CI '. D 3.20 V., 1. SW'313.44 CURB UT FOR/ TP 312.41-) D (NAGE TO T� 312.00 DETE ION P01413 T 309.21 v cy -SW 31-,' .46j 308.50-) C") SW 312.2 -§W 313..'30 -0) 6v 313.20 - •'SW 313.46 308.51 5W 0 TC 311.4 tG.3A&.35 .1 .4 TC 306 9 '_4FG 313.00 -3..'40 -TC 312.44 TC �71 TG 311.27 13 SIN 31'3.:40 TC 31 0j6"5 1:1 El TC 311 6 i/ TC 312.47 \ 6L TC 312.24 SW 312.61 TIP 313 15 TC 312.20 SW 313. ( ' �' m TC 312.25 SW 31 . 0 SW 312.11/ TC 310.4 TC 312.23 31 . 1 SW U2.40 SW 3 3.20-/ SW 312 i TG 309.40 -1---- - - FIG 31 0- 7 - -------- - L------------------ m FG 313.30 SS SS 5 4592'35" W 400.00' (6118147) - ------------------------------ ------------ mu/------,--------/------------------------ Lor 17, awcK i Lor m, BLOCK Lor 15, BLOCK i Lor 14, BLOCK 1 REA TTA MEADOWS REA TTA MEADOWS REA TTA MEADOWS NAFREA 7TA MEADONS CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. 39 0 20 40 60 SCALE: 1 "= 20' PROJECT BENCHMARK: o BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 IZ:)JUlt LJAII- li 10/28/2013 PROJECT NO.!' 13-0495 DRAWN BY Jvw CHECKED BY�� MPT REVISION A. I -340 - - - - - EXISTING MAJOR CONTOURS 341- - EXISTING MINOR CONTOURS II 340 PROPOSED MAJOR CONTOURS < 341- PROPOSED MINOR CONTOURS 0I PROPERTY LINE uj TC PROPOSED TOP OF CURB ELEVATION U -� Z_ TG PROPOSED TOP OF GRATE ELEVATION 64N 0 TP PROPOSED TOP OF PAVEMENT < ELEVATION a. uj < ME MATCH EXISTING ELEVATION 0 C/) C/) cc UJ SW PROPOSED TOP OF PAVEMENT 0z (D ELEVATION AT SIDEWALK 0 W C/) < GRADING NOTES::. l ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 2.0% SLOPE, UNLESS OTHERWISE NOTED, SO THAT NO PONDING OCCURS-.. 2. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB IS A STANDARD 6" CURB, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE U) REQUIRED TO MATCH EXISTING GROUND ELEV 2 IONS AND STRUCTURES. CONTRACTOR d 0 SHALL NOTIFY THE ENGINEER PRIOR TO ANY IFICATIONS. Z C-) 4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND a- Lu It ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE < z T_ I V_ - IM RESTORED TO EXISTING CONDITIONS OR BETTER. U) c) 00 5. THE APPROVAL OF THE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT 06 1 0 PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST w z (0 BE OBTAINED FROM AFFECT PROPERTY OWNER(S). ANY ADJACENT PROPERTY OR 0) 1 co RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO EXISTING < C/) 00-1% CONDITIONS OR BETTER. C3 w 0) 6. UNLESS OTHERWISE DETERMINED BY APPLICABLE GEOTECHNICAL REPORT, UNDER 1�_ O 0) PROPOSE STREETS, PAVEMENT, AND STRUCTURES (INCLUDING SIDEWALKS), BACKFILL SHALL BE FINELY DIVIDED SOIL OR LIME TREATED SOIL AND SHALL BE COMPACTED IN 0 0 LIFTS NO GREATER THAN 8" LOOSE THICKNESS To A DENSITY OF AT LEAST 95% OF THE z cr_ x I U) w MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D698) WITH U) I-- U-) L<2. A MOISTURE CONTENT OF +/- 2% OF OPTIMUM. _j z 'd- 7. TREATMENT SHALL BE ACCOMPLISHED SUCH THAT A UNIFORM SUBGRADE MIX IS < (5 1,* -00 C14 OBTAINED. PRIOR TO THE APPLICATION OF LIME TO THE SUBGRADE, THE OPTIMUM z :n 04 r�' PERCENTAGE TO BE ADDED SHOULD BE DETERMINED BASED ON TEX-121-E LABORATORY (D 06 2 >: x r'- TESTS CONDUCTED ON MIXTURES OF THE SUBGRADE SOILS WITH VARYING z 13: F_ I PERCENTAGES. SUBGRADE SOIL SAMPLES SHOULD BE OBTAINED FROM THE PAVEMENT z ui g (0 AREA AT THE PROPOSED FINAL SUBGRADE ELEVATION. THE LIME SHOULD INITIALLY BE CL Z Z IL C) to BLENDED WITH A MIXING DEVICE SUCH AS PULVERMIXER AND SUFFICIENT WATER ADDED. >_ Lj - I F- 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, cc < 0) CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. WITHIN THE AREA OF CONSTRUCTION. < ::) F -m; r-, THEY MUST BE ADJUSTED TO PROPER GRADE BY THE CONTRACTOR PRIOR TO AND CL F- V) 0) 0WUJ AFTER THE PLACING OF PAVEMENT AND GRADING. w 0 L;j 1 9. SIDEWALKS SHALL HAVE A SLOPE NO GREATER THAN 5% AND A CROSS SLOPE NOT j 1-- uj GREATER THAN 2%, UNLESS OTHERWISE NOTED. z r 10. HANDICAP ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE A MAXIMUM cc Lo 0 OF 2% SLOPE IN ALL DIRECTIONS. 11. ALL SPOTS ARE TOP OF CURB ELEVATIONS, UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL CONTACT GESSNER ENGINEERING IF DISCREPANCIES EXIST AT EXISTING GRADE TIE-INS. @ Copyright 2013 by R.L. Payne & Associates, Inc. NOTFQR REGULATORY APPROVAL, M 0 6019 fill" I SHEET:1-3 2b, c3■ 10 m A3 M 0 / i / I I rn 0 of w! m PROP. 10.01 P.U.E. J A INSTALL SILT FEN�E PER BCS STD. DETAI� SHEET SWPP -00 CO1STRUCTION ENTRAN4 MrI2 At" I IN '�;' �n ALLED PER AM Ad= P S STD. DETAIL SHEET/ SWPP _�ANL 0 0 0 0 - - - - - - - - - - - - - - - - - - - — -- — — — — — — - — — — — — — ----- 0 / / / / / Y_w S -- 43:1 '5 W 252 .99 ' L�5' SIDE SETBACK ------- ------------- - --------INSTALL SANDBAGS PER L BCS STD. DETAIL SHEET SWPP INSTALL SANDBAGS PER 0 BCS STD. DETAIL SHEET SWPP .0 Mw -Do G: CV) PROPOSED CLINIC 7,689 SF FFE = 313.50 MOV77aV By 07h Im 0 N&W ED N0' INSTALL SANDBAGS PER CV) V_ BCS STD. DETAIL SHEET SWPP _ ;m F1 INSTALL SANDBAGS PER 117-1 BCS STD. DETAIL SHEET SWPP ZZ - 7 20' REAR SE-TBAC, T_ I------------------- Z C(9 0 4NI 0 oOo 0— 0 tj5 S, 0 0(�EDO 00EP 0 0 ISS — SS SS — SS S 45:32 "35 W 400.00' (6118147) INSTALL SILT FENCE PER M – – – – – – ----------/– – – – – – – – – – – – – – – – – – – – – – – – – – BCS STD. DETAIL SHEET SWPP.----------------------------- I ----------- // i // "`I / / ' / LOT 17, atocx i REA TTA MEADOWS LOT m, atocx i LOT 15, BLOCK I LOT 14, atocK 1 NI REA 77A MEADOWS REA TTA MEADOWS REA TTA MEADOWS I CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. 41 0 20 40 60 SCALE: 1 "= 20' PROJECT BENCHMARK: &BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 ISSUE DATE 10/28/2013 PROJECT NO. 13-0495 DRAWN BY JNP CHECKED BY MPT REVISION 1L. 0. A. A. A. - EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AT ALL LOCATIONS OF CONSTRUCTION. NSTRUCTION. 2. THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING THE SITE. 3. THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE. 4. THE CONTRACTOR MUST COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING SEDIMENTS AND EROSION CONTROL. 1 5. A COPY OF THIS PLAN MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING4HE ENTIRE CONSTRUCTION PERIOD. 6. ALL FINISHED GRADES ARE TO BE HYDRO -MULCHED, SPOT SODDED OR SEEDED AND WATERED UNTIL GROWTH IS ESTABLISHED. LEGEND: SILT FENCE, INSTALLED PER BSC STD. DETAIL SHEET SWPP CONSTRUCTION ENTRANCE, INSTALLED PER BSC STD. DETAIL SHEET SWPP 340--1-- EXISTING CONTOURS 340 PROPOSED CONTOURS PROPERTY LINE @ Copyright 2013 by R.L. Payne & Associates, Inc. U W M 0 Z C C) .t cr- 0 T_ v- 00 Lu06 z -311 (0 0) 0 0 o 0 0 PROP. 10.01 P.U.E. J A INSTALL SILT FEN�E PER BCS STD. DETAI� SHEET SWPP -00 CO1STRUCTION ENTRAN4 MrI2 At" I IN '�;' �n ALLED PER AM Ad= P S STD. DETAIL SHEET/ SWPP _�ANL 0 0 0 0 - - - - - - - - - - - - - - - - - - - — -- — — — — — — - — — — — — — ----- 0 / / / / / Y_w S -- 43:1 '5 W 252 .99 ' L�5' SIDE SETBACK ------- ------------- - --------INSTALL SANDBAGS PER L BCS STD. DETAIL SHEET SWPP INSTALL SANDBAGS PER 0 BCS STD. DETAIL SHEET SWPP .0 Mw -Do G: CV) PROPOSED CLINIC 7,689 SF FFE = 313.50 MOV77aV By 07h Im 0 N&W ED N0' INSTALL SANDBAGS PER CV) V_ BCS STD. DETAIL SHEET SWPP _ ;m F1 INSTALL SANDBAGS PER 117-1 BCS STD. DETAIL SHEET SWPP ZZ - 7 20' REAR SE-TBAC, T_ I------------------- Z C(9 0 4NI 0 oOo 0— 0 tj5 S, 0 0(�EDO 00EP 0 0 ISS — SS SS — SS S 45:32 "35 W 400.00' (6118147) INSTALL SILT FENCE PER M – – – – – – ----------/– – – – – – – – – – – – – – – – – – – – – – – – – – BCS STD. DETAIL SHEET SWPP.----------------------------- I ----------- // i // "`I / / ' / LOT 17, atocx i REA TTA MEADOWS LOT m, atocx i LOT 15, BLOCK I LOT 14, atocK 1 NI REA 77A MEADOWS REA TTA MEADOWS REA TTA MEADOWS I CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. 41 0 20 40 60 SCALE: 1 "= 20' PROJECT BENCHMARK: &BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 ISSUE DATE 10/28/2013 PROJECT NO. 13-0495 DRAWN BY JNP CHECKED BY MPT REVISION 1L. 0. A. A. A. - EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AT ALL LOCATIONS OF CONSTRUCTION. NSTRUCTION. 2. THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING THE SITE. 3. THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE. 4. THE CONTRACTOR MUST COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING SEDIMENTS AND EROSION CONTROL. 1 5. A COPY OF THIS PLAN MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING4HE ENTIRE CONSTRUCTION PERIOD. 6. ALL FINISHED GRADES ARE TO BE HYDRO -MULCHED, SPOT SODDED OR SEEDED AND WATERED UNTIL GROWTH IS ESTABLISHED. LEGEND: SILT FENCE, INSTALLED PER BSC STD. DETAIL SHEET SWPP CONSTRUCTION ENTRANCE, INSTALLED PER BSC STD. DETAIL SHEET SWPP 340--1-- EXISTING CONTOURS 340 PROPOSED CONTOURS PROPERTY LINE @ Copyright 2013 by R.L. Payne & Associates, Inc. U W M 0 Z az C) .t cr- 0 T_ v- 00 Lu06 z -311 (0 0) 0 o 0 0 U) U) I-- Z alai < & 1.4- 00 06 z 04 z z x r - I W Z d- to 0) OCO >_ < Ld T_ Q 0) r- n HUJI wl 0) %-.# , () W F- W( -D L;j WWW ir < ul) 0 3: c) C.L NOT FOR REGULATORY I APPROVAL, PERMITTING OR CONSTRUCTION i3 -20Z SHEET: C7 mAT O CONSTF�UCTION ENTRANCE INSTALYED PER BCS ST/D. DETAIL SHEET SWA3 I INSTALL SILT FEN�E PER BCS STD. DETAIL/ SHEET SWPP l0r12 At" 1 AM AOW NINSTALL SANDBAGS PER J BCS STD. DETAIL SHEET SWPP PROP. 15.0' El P.U.E. INSTALL SAN - - - - - - - - ------_7-_ -----BCS STD. DE / j m C4' 0— 0 0— 7— 5 0 0 0 S 4532a5" W 400.00' (6118147) / i p / L — — — — — — — — — — — — — — — — — — — — — — — r9 LOT 17, atocK I REA TTA MEADOWS LOT 18, atocK i REA TTA MEADOWS FA INSTALL SANDBAGS PER BCS STD. DETAIL SHEET SWPP o��---------- / MEI By 07h 20' REAR SETBAC, L------------------- L - - - - - - - - - - - - - - - - - - - 0(� o SSS SS SS ----------------------------- LOT 15, BLOCK I I LOT 14, BLOCK I REA TTA MEADOWS I REA TTA MEADOWS CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. 91 0 20 40 60 SCALE: I"= 20' PROJECT BENCHMARK: &BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 ISSUE DATE 11/19/2013 PROJECT NO. 13-0495 DRAWN BY JNP CHECKED BY ''J wl REVISION A 0 A. A- A. C) MI z 0 m C) F9 r) UJ < 0 > z 0 rr Lu m C 00 m PROP. 10.01 P.U.E. _zi A U) I Lei `) F, CONSTF�UCTION ENTRANCE INSTALYED PER BCS ST/D. DETAIL SHEET SWA3 I INSTALL SILT FEN�E PER BCS STD. DETAIL/ SHEET SWPP l0r12 At" 1 AM AOW NINSTALL SANDBAGS PER J BCS STD. DETAIL SHEET SWPP PROP. 15.0' El P.U.E. INSTALL SAN - - - - - - - - ------_7-_ -----BCS STD. DE / j m C4' 0— 0 0— 7— 5 0 0 0 S 4532a5" W 400.00' (6118147) / i p / L — — — — — — — — — — — — — — — — — — — — — — — r9 LOT 17, atocK I REA TTA MEADOWS LOT 18, atocK i REA TTA MEADOWS FA INSTALL SANDBAGS PER BCS STD. DETAIL SHEET SWPP o��---------- / MEI By 07h 20' REAR SETBAC, L------------------- L - - - - - - - - - - - - - - - - - - - 0(� o SSS SS SS ----------------------------- LOT 15, BLOCK I I LOT 14, BLOCK I REA TTA MEADOWS I REA TTA MEADOWS CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. 91 0 20 40 60 SCALE: I"= 20' PROJECT BENCHMARK: &BM SQUARE CUT IN CURB INLET N: 10190782.90, E: 3569912.32 ELEV= 315.41 ISSUE DATE 11/19/2013 PROJECT NO. 13-0495 DRAWN BY JNP CHECKED BY ''J wl REVISION A 0 A. A- A. C) z 0 m C) > r) UJ < 0 0 z 0 rr FOR CONSTRUCTION SHEET: CL7mO @ Copyright 2013 by R.L. Payne & Associates, Inc. U) 00 m zv Q Lu 00 06 Z ul _zi 0) (0 U) F, Cc 0 0) EROSION CONTROL NOTES: Ic l. THE CONTRACTOR LOCATIONS OF CONSTRUCTION. SHALL PROVIDE EROSION PROTECTION AT ALL z Ld i It- N 2. THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM & z V) 1`�- 3. CONSTRUCTION VEHICLES THE CONTRACTOR HICLES PRIOR TO EXITING THE SITE. 'SHALL UNDERTAKE PROPER METHODS TO OZ$ Z � 04 K REDUCE DUST GENERATION I FROM THE SITE. uj z <� y - .(0 4. THE CONTRACTOR LOCAL REGULATIONS MUST COMPLY WITH FEDERAL, STATE, AND REGARDING SEDIMENTS AND EROSION z a- a- 1, M n CID 5. CONTROL. A COPY OF THIS PLAN FACILITY DURING THE MUST BE KEPT AT THE CONSTRUCTION ENTIRE CONSTRUCTION z _ > < LLF n cc a _j Imo , - 0) 6. ALL FINISHED GRADES PERIOD.F- ARE TO BE HYDRO -MULCHED, SPOT SODDED 0.0 0. 0m W W 1, li OR SEEDED AND WATERED UNTIL GROWTH IS ESTABLISHED. j Lj 0 uj LLJ 0r . U0, 01 1 Z 0 LEGEND: Cr CC < cc Lo 0 M C-5 CL S �CF SILT FENCE, W INSTALLED PER BSC STD. DETAIL SHEET SWPP CONSTRUCTION ENTRANCE, INSTALLED PER BSC STD. DETAIL SHEET SWPP — — — 340— EXISTING CONTOURS —3 40 PROPOSED CONTOURS PROPERTY LINE FOR CONSTRUCTION SHEET: CL7mO @ Copyright 2013 by R.L. Payne & Associates, Inc.