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DrawingsIM T,, C ARU t- , TH RS ® ABSTRACT • A:4:a 1:4 1 F_ A U Q k0 0 N co 0 N �D 0s 3 0 o, A L 0) 0 U Z W 0 / (u W Q 2 N 0 3 in d d d 3 d m F- N 3 / a 0 0 J m L a 0 L R _p tn L 0) M N m In 0 L d J OWNED & DEVELOPED By: ROCK PRAIRIE BAPTIST CHURCH 2405 ROCK PRAIRIE ROAD COLLEGE STATION, TEXAS 778 +5 PHONE: (979) 690 =8412 0 0 z LEGE STATION I, g l oub7i14-P.PAP - M&FIRM G [ Nr T 1/ 2Aq f" 0, ,Q O, Q � O GA P PROJECT LOCATION CI L -- �r un,E ROCK PRAIRIE ROAD J ? V R Pp l�� E P cR£F �o P� OQP� ST-4 T ti � N 0 SPRIN REEK Q O �'A ✓` ^ \W ST -1 ST-2 ST-3 NTS ACCESS DRIVE PARKING ADDITION NOTES AND D L I PREPARED BY: KLING ENGINEERING &SURVEYING 4101 TEXAS AVENUE P.O. 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CALLED 20.78 A 75,,--, VOL. 32 1, PG. GG4 AGRICULTURAL USE -NOT PLATTED ZONED A -O 1POS OCK P �9/ t , OAK C ALL RlE Bq VOL / 3 qC /ST CNL) PROPOSED HANDICAP RAMP >G 6 Tw - PROPOSED 6' SIDEWALK WITH 18y METAL ROOF COVERING . + n 11.50' `� ,2 "s nn' SYMBOL LEGEND EXISTING COVERED / EXISTING BUILDING V7 11,1 l = 2988 I/ Fk L= _ 298-B ' . ' T8 1 EXISTING UTILITY POLE 1 r _4500 TRANSFORMER ON POLE , f 1.0% / ' f SAN SAN SAN SAN - 15'35' r ' PROPOSED 1 �, F 2se oo I I 6' SIDEWALK I EXISTING WATER VALVE 8 PROPOS _ TC 299.14 28 O prr r - FL= 298.64 R2.50 " FL= 298.42 71. ,' T'C= 299.18\ FL= 298.68 IN LIFT - LEFT EXISTING GROUND CONTOUR - - - - - - - 9 .5 = 8. f% co2ss.22�I� EXISTING TREE ,C"? - FL= 298.72 © (SIZE VARIES) F1= 2 9 8.50 '299- � �.l At _ I I I 1 i 0 I I 1 r / a i F ' - ROC FL 281.1 ,� S 1 13) ` r V LED lsr 1.�� S ���Z r �_ / NO 37 �Gi gCC��RC/y � o °" ( ( w I NOT �, 68 to M ZO NES q ED O 18.00' 27.00' 1 ®1 . o O •F /VQ DRIVE AISLE / EDVD' V EK JR. CALLED 20.78 A 75,,--, VOL. 32 1, PG. GG4 AGRICULTURAL USE -NOT PLATTED ZONED A -O 1POS OCK P �9/ t , OAK C ALL RlE Bq VOL / 3 qC /ST CNL) PROPOSED HANDICAP RAMP >G 6 Tw - PROPOSED 6' SIDEWALK WITH 18y METAL ROOF COVERING . + n 11.50' `� ,2 "s nn' EXISTING SINGLE STORY L WOOD EXTERIOR BUILDING SINGLE STORY WOOD / EXTERIOR 2g ° PROPOSED J L f _ -'� EXISTING COVERED PROPOSED 2 v IN n � �� I CONCRETE WALKWAY • ti - REGRADE 60 LF 3 c _ OF SWALE 00.75% c� N - - 297 - Q - IXIS'TNG-SWALE GRADE -47LF ®0.6% - - - . IX TIY6 SWA GRADE- 40-- LP - TC= 299.20 FL= 298.70 ` GRADE BREAK EXISTNG SWALE GRADE -47LF �0 - "' - - - - - - - _ A _ ` (TOP OF PVMT IS TOP OF BOX) HIGH POINT 1 EXISTING 3 -6" PVC _ _ _ _ L s�. REG DE SWALE 010.4% I - 299 - FL BOX ®8C = 297.20_ = 299.10 F - OP OF PW IS TOP OF BOX) l n I , 2 FL BOX ®BC = 297.10 DRAIN PIPES - - - - R74.50' R50.0 E ITI N 14 PAC - ► I _ - - " - I ' P OPO ED 1! SPA ES 9.0 - ~ - _ ' � E ITHN 12 . PAC S y (IN LUDE 3 C SP \CE§) x � EXISTING CURB AROUND PROPOSED LANDSCAPED ISLAND TO BE I `LANDSCAPED ISLAND DEMO'D & REPLACED " EXISTING - - W /PROPOSED EXISTING CONCRETE LANDSCAPING TO BE PROTECTED ' CREPE MYRTLE TO BE DEMO'D HXISTI�G 6 L WAM ON= ® m Q. _ BENCHMARK: SQUARE N • ' �I E L�T/AT . 298.61 \ J / A RocK pplA/) 13 V CAL FD �7ST C Vo L- 8 pG qC. N �RC/y N P s8� ZO p T reE 2 S q_0 SCALE 1 " =QQ' Ii ( I EXISTING ALUMINUM GATE f i l � EXISTING FIRE HYDRANT I I r I i I i o ! � i > r a !1J (n 1 Cr o I QJ � U N Z o elf I I elf n n I I - -----� p °% I I f I I I 1 11 II � 1 1 I I I I I r' 1 II 1 I 1 I I 1 + I I I a I iI I 1 El PROPOSED ALUMINUM GATE W/ "KNOX BOX SYSTEM" -- FOR FIRE PROTECTION EXISTING GRAVEL SURFACE (OVERTAKEN BY GRASS) r -2g6 _ 1 r I ` PROPOSED ALUMINUM GATE W/ "KNOX BOX SYSTEM"- -- - - - - -" _- -FOR FIRE PROTECTION EXISTING 490' VEHICLE LAY OF FIRE HOSE EXISTING CONCRETE PAVEMENT _XI TING 7 SP CES E E E NNW Now 6. ALLED Vo 8.0G SO P�EN N / 2 / P ACRES LTD L/ ACA NOT G �0 ZON p C PLA CED .BEY NOTES a P(=OPOSED 6" THICK REINFORCED CONCRETE ENTRANCE DRIVE ® PROPOSED 5" THICK REINFORCED CONCRETE PARKING LOT /DRIVE Q PROPOSED INTEGRALLY CAST IN PLACE 2'X1' DIRECT TRAFFIC CULVERT. CONSTRUCT ®0.4% GRADE WITH 4:1 END TREATMENTS. REFER TO DETAIL ON SHEET ST -3 ® PROPOSED 5' WIDE CURB BREAK WITH 5'X4' CONCRETE SPLASH PAD SYMBOL LEGEND EXISTING COVERED / EXISTING BUILDING V7 11,1 l = 2988 I/ Fk L= _ 298-B ' . ' T8 1 -q0� BC + I ' CONCRETE WALKWAY / .o .o `t` 1.0% / ' 1.595 EXISTING WATER METER G 15'35' r 28.48'BC -B PROPOSED 1 �, F 2se oo I I 6' SIDEWALK I EXISTING WATER VALVE 8 PROPOS _ PROPOSED ` FL - FLOWLINE OR GUTTER FLOWLINE EDP - EDGE OF PAVEMENT BUR 0 ,. _ CREPE MYRTLE LOW e � I R - RADIUS S POINT RAD - EXISTING UTILITY POLE 0 INT - INTERSECTION RT - RIGHT EXISTING OVERHEAD ELECTRIC LINE E LIFT - LEFT EXISTING GROUND CONTOUR - - - - - - - 07A EXISTING TREE OR BRUSH COVER EXISTING SINGLE STORY L WOOD EXTERIOR BUILDING SINGLE STORY WOOD / EXTERIOR 2g ° PROPOSED J L f _ -'� EXISTING COVERED PROPOSED 2 v IN n � �� I CONCRETE WALKWAY • ti - REGRADE 60 LF 3 c _ OF SWALE 00.75% c� N - - 297 - Q - IXIS'TNG-SWALE GRADE -47LF ®0.6% - - - . IX TIY6 SWA GRADE- 40-- LP - TC= 299.20 FL= 298.70 ` GRADE BREAK EXISTNG SWALE GRADE -47LF �0 - "' - - - - - - - _ A _ ` (TOP OF PVMT IS TOP OF BOX) HIGH POINT 1 EXISTING 3 -6" PVC _ _ _ _ L s�. REG DE SWALE 010.4% I - 299 - FL BOX ®8C = 297.20_ = 299.10 F - OP OF PW IS TOP OF BOX) l n I , 2 FL BOX ®BC = 297.10 DRAIN PIPES - - - - R74.50' R50.0 E ITI N 14 PAC - ► I _ - - " - I ' P OPO ED 1! SPA ES 9.0 - ~ - _ ' � E ITHN 12 . PAC S y (IN LUDE 3 C SP \CE§) x � EXISTING CURB AROUND PROPOSED LANDSCAPED ISLAND TO BE I `LANDSCAPED ISLAND DEMO'D & REPLACED " EXISTING - - W /PROPOSED EXISTING CONCRETE LANDSCAPING TO BE PROTECTED ' CREPE MYRTLE TO BE DEMO'D HXISTI�G 6 L WAM ON= ® m Q. _ BENCHMARK: SQUARE N • ' �I E L�T/AT . 298.61 \ J / A RocK pplA/) 13 V CAL FD �7ST C Vo L- 8 pG qC. N �RC/y N P s8� ZO p T reE 2 S q_0 SCALE 1 " =QQ' Ii ( I EXISTING ALUMINUM GATE f i l � EXISTING FIRE HYDRANT I I r I i I i o ! � i > r a !1J (n 1 Cr o I QJ � U N Z o elf I I elf n n I I - -----� p °% I I f I I I 1 11 II � 1 1 I I I I I r' 1 II 1 I 1 I I 1 + I I I a I iI I 1 El PROPOSED ALUMINUM GATE W/ "KNOX BOX SYSTEM" -- FOR FIRE PROTECTION EXISTING GRAVEL SURFACE (OVERTAKEN BY GRASS) r -2g6 _ 1 r I ` PROPOSED ALUMINUM GATE W/ "KNOX BOX SYSTEM"- -- - - - - -" _- -FOR FIRE PROTECTION EXISTING 490' VEHICLE LAY OF FIRE HOSE EXISTING CONCRETE PAVEMENT _XI TING 7 SP CES E E E NNW Now 6. ALLED Vo 8.0G SO P�EN N / 2 / P ACRES LTD L/ ACA NOT G �0 ZON p C PLA CED .BEY NOTES a P(=OPOSED 6" THICK REINFORCED CONCRETE ENTRANCE DRIVE ® PROPOSED 5" THICK REINFORCED CONCRETE PARKING LOT /DRIVE Q PROPOSED INTEGRALLY CAST IN PLACE 2'X1' DIRECT TRAFFIC CULVERT. CONSTRUCT ®0.4% GRADE WITH 4:1 END TREATMENTS. REFER TO DETAIL ON SHEET ST -3 ® PROPOSED 5' WIDE CURB BREAK WITH 5'X4' CONCRETE SPLASH PAD !r i � II i 11 / II I 0 SYMBOL LEGEND KEY NOTE O1 EXISTING BUILDING V7 11,1 l = � N PARKING SPACE COUNT �9 EXISTING SANITARY SEWER MANHOLE 19 W z > .o .o `t` EXISTING 6" SANITARY SEWER LINE 55 1w FLOW DIRECTION ARROW EXISTING WATER METER G ABBREVIATIONS EXISTING 8" WATER LINE W } W KES - KLING ENGINEERING & SURVEYING EXISTING WATER VALVE 8 • TP - TOP OF PAVEMENT TC -TOP OF CURB EXISTING FIRE HYDRANT 11011 FL - FLOWLINE OR GUTTER FLOWLINE EDP - EDGE OF PAVEMENT EXISTING POWER POLE ♦- R - RADIUS S POINT RAD - EXISTING UTILITY POLE 0 INT - INTERSECTION RT - RIGHT EXISTING OVERHEAD ELECTRIC LINE E LIFT - LEFT EXISTING GROUND CONTOUR - - - - - - - EXISTING TREE OR BRUSH COVER EXISTING TREE ,C"? (SIZE VARIES) PROPOSED SPOT ELEVATION ffi= Z B.3 PROPOSED GRADE BREAK - - - - - !r i � II i 11 / II I 0 z = � N Lu >- r w ^ W z > .o .o `t` (D 17111 1w Z X�ILU -�s zz } W J Q m I-- LL cf) z LLJ 2= W V rn 0 now I L Ou W Cam° a ui > w.U�� o CC .IIIO o a a a E-4o 0 V U 99 z cc a IL r �P_E . TF It � ..... ...... ........... .... :... KLING 24705 a LANDSCAPE ANALYSIS SITE SPECIFIC NOTES AREA OF SITE IMPROVEMENTS 1. TOTAL SITE ACREAGE IS 5.91 ACRES. 12,987 SF OF ACCESS DRIVE -1- 6,089 SF PARKING AREA 2. CURRENT OWNERSHIP: ROCK PRAIRIE BAPTIST CHURCH, 2405 ROCK PRAIRIE ROAD, 19.076 SF TOTAL COLLEGE STATION, TEXAS 77845 (979) 690 -8412 BUFFER AREA 3. CURRENT ZONING - A -0 AGRICULTURAL /OPEN NOT APPLICABLE STREET SCAPE 4. CURRENT USE - LOCAL CHURCH WITH ASSOCIATED DRIVE AISLES & PARKING(BLDGS p NOT APPLICABLE INCLUDE STATE REGISTERED HISTORICAL SITE) L REQUIRED LANDSCAPING POINTS 19,076 SF / 1000 = 19.08 19.08 X 30 pts = 572 POINTS SYMBOL I SIZE "I I I I . a 5. PROPOSED IMPROVEMENTS: CONSTRUCTION OF A SECONDARY ENTRANCE DRIVE FROM Z iR ROCK PRAIRIE ROAD, CONSTRUCTION OF PARKING AREA TO INCLUDE 11 ADDITIONAL PARKING SPACES AND SIDEWALK (j o 6. NO PORTION OF THIS TRACT LIES WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, COMMUNITY NUMBER 480083, PANEL NO. 0205C, MAP NO. 48041CO205 C QUANTITY POINT TOTAL EFFECTIVE DATE: JULY 2, 1992. VALUE POINTS 7. IF AN IRRIGATION SYSTEM IS USED, SYSTEM TO BE DESIGNED & INSTALLED BY OTHERS. OTHERWISE MANUAL IRRIGATION WILL BE CONDUCTED. j 1.25" CREPE MYRTLE 5 40 200 8. EMERGENCY SERVICE ACCESSIBLE AREAS PROPOSED TO BE GATED ARE REQUIRED TO ` CALIPER (LAGERSTROEMIA INDICA) (NEW) HAVE A "KNOX BOX SYSTEM" FOR EMERGENCY ACCESS. CHURCH TO COORDINATE WITH \� & LARGER NON CANOPY TREE THE FIRE MARSHAL. 9. THE PROPOSED SIGN ON ROCK PRAIRIE ROAD WILL BE PERMITTED SEPARATELY FROM 0 THE SITE PLAN. A PROPOSED SIZE AND LOCATION IS SHOWN ON THE ACCESS DRIVE PLAN PROFILE SHEET. SCALE: 1 =20 10. STORM WATER: STORM WATER RUNOFF PATTERNS WILL REMAIN UNCHANGED FROM DRAWN BY: AAP EXISTING CONDITIONS. THERE IS A NEGLIGIBLE INCREASE IN STORM WATER RUNOFF DUE 1.5 " -2" BUR OAK 3 75 225 TO THE ADDITIONS DEVELOPMENT (REFER TO SHEET ST -3 & DRAINAGE LETTER). NO APPROVED BY: SMK CALIPER (QUERCUS MACROCARPA) (NEW) DESIGNED DETENTION PROVIDED. CANOPY TREE DATE: 09/17/04 PARKING ANALYSIS FILE: EXISTING FEATURE: CHURCH SANCTUARY - SEATING CAPACITY -180 SEATS 1.5 " -2" WATER OAK 2 75 150 REQUIRED PARKING PER U.D.O.: SHEET CALIPER (QUERCUS NIGRA) (NEW) 60......0.33 SPACES PER SEAT 4 CANOPY TREE EXISTING PARKING: 52 ........ STRAIGHT IN PARKING (INCLUDES 3 H.C. SPACES) PROPOSED PARKING: ST=2 48 ........ EXISTING SPACES TO REMAIN (INCLUDES 3 H.C. SPACES) OF 3 11 ........ PROPOSED SPACES (IN 3 H.C. SPACES) 59....... TOTAL DIRECTION OF FLOW T -POST DRIVEN 24" SPACED 6' APART 116011 *= SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH "(Max) WIRE MESH ENED TO T -POST . t8' OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL 14" 1. INSTALL ALONG ENTIRE LENGTH OF PROPERTY LINE DURING CONSTRUCTION OF ENTRANCE DRIVE FROM ROCK PRAIRIE ROAD. 2. INSTALL ON ALL DOWNHILL SIDES OF CONSTRUCTION AREA 3. MAINTAIN UNTIL ESTABLISHMENT OF GRASS. SILT FENCE INSTALLATION NOT TO SCALE 2.5' FOR 5" PVMT; 3" FOR 6' PVMT 2.5" FOR 5" PVMT; 3" FOR 6" PVMT #4 BARS 18' O.C.B.W. 2" CLEAR G 4 Ga' DETAIL IS SYMETRICAL 21-0" ABOUT CENTER LINE I II III VARIES PER PLAN VARIES PER PLAN 6" 36" DEFORMED TIE BARS ALLOWABLE CONSTRUCTION JOINT NO.4 BAR 0 24" O.C. SEAL WITH JOINT SEALANT METAL KEYWAY PLATE \��\��\��\ ...::: ; ' ;• .," ; .. 18 MIN " 6' CO& 04 BAR ' 18* O.0 • ~� . \�� \� /. \�� ���� 6" COMPACTED / \ COMPACTED SUBGRADE��/ LIME STAB. SUBGRADE So REINF. CONC. PAVEMENT SECTION NOT TO SCALE #4 BAR I N N o .. 04 --------� r � #2 TIE BAR 1`0 5' O.C. 24" #4 BAR CONTINUOUS NOTES. COMPACTED SUBGRADE 1. PROVIDE EXPANSION JOINTS AT 50' MIN. INTERVALS AND AT ALL RADIUS P.C. AND P.T. POINTS. 2. CURB AND GUTTER TO BE MONOUTHIC POUR. MAY BE POURED WITH PAVEMENT SECTION. 3. TRANSITION GLITTER SECTION DOWN TO DRAIN AT LOCATIONS SHOWN ON SITE PLANS. 4. CONCRETE TO BE 3500 PSI - 28 DAY STRENGTH PORTLAND CEMENT CONCRETE 5. TEST CYUNDERS TO BE TAKEN 1 PER 1000 SY OF CONCRETE PLACED. SUBGRADE 6" COMPACTED SUBGRADE NOTES: 1. CONCRETE TO BE 3500 PSI - 28 DAY STRENGTH PORTLAND CEMENT CONCRETE 2. TEST CYLINDERS TO BE TAKEN 1 PER 1000 SY OF CONCRETE PLACED. 3. ALL TRAFFIC IS TO BE EXCLUDED FROM PAVEMENT BY MEANS OF BARRICADES AND SIGNS UNTIL CONCRETE IS AT LEAST 14 DAYS OLD. 4. SUBGRADE AND LIME STAB. BASE TO BE COMPACTED TO MIN. 98% STANDARD PROC. (ASTM D 698) 5. PROVIDE EXPANSION JOINTS EVERY 50'. PROVIDE CONTRACTION JOINTS EVERY 10'. REINFORCED CONCRETE PAVEMENT (S' - G THICKNE NOT TO SCALE TOOL 1/8" RAD. ALONG ALL EDGES 1/4° REINFORCING AS PER DEEP FOR SIDEWALKS & 1 1/2" DEEP FOR PAVEMENT. a DETAIL NOTE: TYPICAL CONTRACTION JOINT, ® 10' SPACING. CONTRACTION JOINT NOT TO SCALE BARS M CONC. ENTRANCE REINFORCEMENT; #4 BARS ® 18" O.C.B.W. LONGITUDINAL BARS 18" C PAST zl�+ END OF BARS L & A PERMISSIBLE CONSTR. JT. 1 1/2... 1.5" I " % BAR L 24 �\ %9ARS_ F3 2" BARS F1 BARS L BARS M : 12J 2„ 24" BARS N 3" BARS F2 30" 1 LIME STABILIZED & COMPACTED SUBGRADE AS SPECIFIED CONCRETE CURB do GUTTER NOT TO SCALE JOINT SEALER TOOL 1/8" RAD. ALONG AS SPEC'D. ALL EDGES 3/4" EXPANSION JOINT REINFORCING AS PER MATERIAL AS SPEC'D. DETAIL I - r 4. a NOTE: TYPICAL EXPANSION JOINT, ® 20' SPACING FOR SIDEWALKS & 0 50' SPACING FOR PAVEMENT AND CURB, AND AT ALL OTHER JOININGS WITH CONCRETE STRUCTURES. SMOOTH BAR DOWEL 1/9"X 9. ® EXPANSION CAP - INSIDE DIA. TO BE 18" O.C. (DOWEL TO BE OILED 1/16 GREATER THAN DIA. OF DOWEL W/ STD. NO. 40 SAE GRADE) & EXTEND - 1/2 LENGTH OF DOWEL MATERIALS: EJT. FILLER TO BE "SEALTIGHT -FIBRE EXPANSION JOINT FILLER" EJT. SEALANT TO BE "SEALTIGHT- #164, HI -SPEC OR SOF- SEAL" HOT APPLIED SEALANT - BOTH AS MFD. BY W.R. MEADOWS, INC. EXPANSION JOINT (EJT) NOT TO SCALE BARS TO BE CONTINUOUS WITH MIN. OF 9" OVERLAP BARS N BARS SIZE SPACING P N NOTES A 4 7" O.C. EXTEND 2' INTO ENTRANCE APRON B.W. F1 4 12 O.C. - F2 4 18 O.C. - F3 4 10 O.C. max 2 F TOP OF WALL -MIN 3 BARS EA. SIDE L 4 1 9 O.C. I SPLICE 1.5' BARS M EXTEND 2 M 4 9 O.C. TO BE CONTINUOUS DEFORMED BAR N #4 1 9 O.C. TO BE CONTINUOUS DEFORMED BAR NOTES: MINIMUM CULVERT HEIGHT TO BE 1' -0 REINFORCING BARS SHALL BE ADJUSTED TO PROVIDE 1 1/4" (MIN) CLEAR COVER SECTION VIEW W NOT TO SCALE 0 PROVIDE POSOM DRAINADE TO CULVERT ' TOP OF BOX =TOP OF PVMT. ELEV =298.70 • ' TOF OF eox - TDP of PVUT.'EL&- 29 &60 CU }VERf R EtEV. 297.10' •. CONCREtE DR ROCK RUBBLE CULVERT FL ELEV. 297.20 j :a uIN 2D/ PIECES A. 'C • .4 rAP� ENDS w 4:1 +LQPE d+ END 7LiFJ1 • e. . •� i , '.'• E SWALE RE-GW= SWAM • . , . e! ' � E RE-GRADED DRUNic 2 , DIRECT CU LVERT EfAIL� * L � • -8 1 . • • n g tr •�•• t . '•. ' V. CONC. ENTRANCE APRON &TOP OF CULVERT T 0 BE I NTEGRAL POUR BREAK CURB OVER CULVERT DOWNHILL SIDE REINFORCE CONC. APRON W/ #3 BARS 12 O.C,B.W. NOTE: CULVERT TO BE CONSTRUCTED WITH 3500 PSI PORTLAND CEMENT CONCRETE, WITH 6' THICK LIME STABILIZED SUBGRADE. _CAST IN PLACE CONCRETE CULVERT NOT TO SCALE ' Q o * SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: LIGHT BROOM FINISH WITH GROVES (1/2" DEEP, 1/4" TO 3/4" WIDE, SPACED 2 ". APART). GROOVED AREA INDICATES LIMITS OF COLORED CONCRETE. RAMP SHALL BE "DARD BRICK RED" (SHEPLERS OR EQUIV.) IN COLOR USING AN INTEGRAL COLORED CONCRETE MIX WITH A MINIMUM COLORATION RATE OF 20 LBS. PER C.Y. NO COLOR AT DRIVEWAYS. EXP. JT & SMOOTH DOWEL BARS AT 12" 0. C. (TYP.) BACK OF CURB 6• `� (� G 3' MIN. NEW CONC. PVMT. NOA BAR AS SHOWN AND 18" O.C., B.Vl. 6 •. 2" CLEAR 6 6" TO 12" COMPACTED SUBGRADE-' PAVEMENT JUNCTION NOT TO SCALE K r 6" TO 12" CURB HEIGHT VARIES (TYP) HANDICAP RAMP NOT TO SCALE PROPOSED CONDITIONS LAND COVER ?iC:'�f:'•` `''s "; :�FL:�'� {'. �iCiO < ,�5::r-: F :..:4.'L% PROPOSED CONDITIONS -yr4; < :' DRAINAGE CALCULATIONS LANDCOVER AREA C -VALUE RATIONAL METHOD: (Q =CIA) s Tc<10min; Use Tc =10min Oy 4�` O• G S 3.158 0. Cave =0.42; A =4.327 Ac; ; + GRAVEL 0.016 0.60 CIA =1.82 BUILDING 0.90 G.202 - , y 1_, pii= ?J;c..,Y`,,!' :f�,,'r {✓'% - 'I,r'?; : {a - iliilc: iri %i�ti. - a +:r -rt >.c `'-•::: -' - - - - .�,.C., = ;y. PAVING Q2 -1.62 6.33= 11.5 CFS V!irt:k rr. • , .;;•c':ci:�Trip-_.t:= ic: ?r: r +F: 0.949 0.90 Q10 = 1.82 *8.63= 15.7 CFS ' E: So''' c.n5%�: ^ }'•�i/_i+ SJ; ` S ?; E3r �'i1: ?i� �KVr - 'i:r', "o :�.U;r b'.tii:y4 _' . r'`, r:';.;: a.;•: id:. r, ,t:,':'.- �..:p[r:;::Xii:�c:::f• - f•`•'>' =a : ='i' :, af� i -: . ac.: -.�,- - Q25 - 1.82 *9. eon_: :<;, tl' °C3`r. :::� . `•r. Fs•,e;;:,: r ,.. 86 17.9 CFS ..,.• <�3,a; ;:,•:. 0.42 a a +•:�;r •._.:, <;; ,, < ..J:'sx;:. ,:5� .: r, °F TOTAL AVE 4.327 1: _ -.t ,r.:. .:J :. '•l,r.'_ %J.,. j } -. :::J '�_J..�i'� l:J::`!.l ^i�T:�'�i - • .,tt._,:S•- ..,r.6n!•_ ..L.- rrt,:_ :�,,:..- ';'_.k`' ..,c- Q100- 1.8211. 4 •.i� rs¢�`Y,. .t;; .,t; " - •iy, ••ate;. "ri. _ 6 1.2 CFS ;; = ism' �: 6`, a`* �< i-:._, �...... r__... �a rr •'r_- _.:.,._...r._r._..__,.... ._e_:,.,:;;:vr.<c... ,:_....r_, <r.._... •x: : <,..c.<._'s5.,:<.�c.: •t.:,- ,<..:e.T . NOTES: SCALE: 1 =100' 1. CHANGE IN RUNOFF LEAVING SITE DUE TO RE- DEVELOPMENT IS LESS THAN 2 CFS FOR A GIVEN STORM EVENT (SEE CALCULATIONS ABOVE) AN EXCEPTION TO THE DETENTION REQUIREMENT IS REQUESTED. THE INTENT OF THIS PLAN SET IS TO DESCRIBE THE COMPLETED WORK TO BE PERFORMED UNDER THE CONTRACT. UNLESS OTHERWISE PROVIDED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS, SUPPLIES, TOOLS, EQUIPMENT AND LABOR NECESSARY FOR THE PROPER PROSECUTION AND COMPLETION OF THE WORK. UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL MATERIALS AND DEBRIS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A MANNER SATISFACTORY TO THE OWNER & ENGINEER. ALL UTILITIES AND SERVICE LINES' SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY KUNG ENGINEERING AND SURVEYING FROM CITY & INDEPENDENT AGENCIES AND /OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT POSITIONS. CONTRACTOR IS RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN PLAN AND ACTUAL CONDITIONS PRIOR TO CONSTRUCTION OF WORK ELEMENT AFFECTED. OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF INFORMATION OR DATA RELIED ON TO DEPICT UNDERGROUND FACILITIES. CONTRACTOR IS TO CONTACT OWNERS OF ALL UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA AND NOTIFY OF INTENT AT LEAST 1 WEEK PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FACILITY OWNERS. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF ALL PIPELINES, EXISTING UTILITIES, AND SERVICE LINES WITHIN THE PROJECT AREA WHETHER SHOWN ON THE PLANS OR NOT AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MAINTAIN STRUCTURAL INTEGRITY OF ALL PIPELINES, ELECTRIC TRANSMISSION POLES AND LINES, PERMANENT AND TEMPORARY UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING UTILITY FACILITIES, PAVEMENT, ETC. AS A RESULT OF CONSTRUCTION ACTIVITIES. CONTRACTOR TO CONTACT DIG -TESS 0 800 - 545 - 6005 48 HOURS PRIOR TO CONSTRUCTION. SPECIFIC ATTENTION SHOULD BE PAID TO FRANCHISE UTILITIES AS WELL AS OIL AND GAS PIPELINE COMPANIES. SHOULD A CONFLICT ARISE BETWEEN THE PROPOSED CONSTRUCTION AND AN EXISTING UTILITY, CONTACT KUNG ENGINEERING 48 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO ADJACENT PROPERTIES AND PUBLIC RIGHT OF WAYS AND IS RESPONSIBLE FOR CLEANUP IF SUCH OCCURS. CONTRACTOR IS TO INSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ON TO ANY PUBLIC OR PRIVATE STREETS OR LAND AND IS RESPONSIBLE FOR SITE CLEANUP AFTER EACH DAYS WORK. CONTRACTOR IS TO MAKE USE OF BEST MANAGEMENT PRACTICES TO PREVENT SEDIMENT FROM LEAVING THE SITE. CONTRACTOR SHALL MAINTAIN EROSION CONTROL THROUGHOUT CONSTRUCTION PERIOD AND UNTIL GRASS IS RE- ESTABLISHED. ALL DIMENSIONS AND RADII ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED SITE SPECIFIC NOTES THE EXISTING GROUND TOPOGRAPHY SHOWN IN THESE PLANS IS BASED ON AN ON THE GROUND SURVEY CONDUCTED IN AUGUST 2004 (BASIS OF ELEVATION -CITY OF COLLEGE STATION GPS MONUMENT #131 - BRASS DISK` ELEVATION) PRIOR TO CLEARING OF THE CONSTRUCTION AREA T IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE IMPACT, IF ANY, CLEARING WILL HAVE ON THE DESIGN SHOWN HEREON. THE CONTRACTOR MUST INSURE THAT ALL SUBSURFACE DEBRIS HAVE BEEN COMPLETELY REMOVED. PRIOR TO REVEGETATION OPERATIONS, CONTRACTOR TO SPREAD /REPLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OF 6 ". ALL DISTURBED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED BELOW. CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD OF 90 DAYS. CONTRACTOR TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD OF 6 MONTHS. GROWTH AND COVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER THAN 1' IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 SQUARE FEET. SECOND APPLICATION OF HYDROMULCH IS REQUIRED FOR BARE SPOTS NOT MEETING COVERAGE REQUIREMENT WITHIN 60 DAYS OF INITIAL APPLICATION. ALL DISTURBED AREAS IN THE VICINITY OF THE EXISTING CHURCH PARKING AND BUILDINGS ARE TO BE BLOCK SOD WITH ST. AUGUSTINE GRASS SOD. ALL OTHER DISTURBED AREAS NOT TO BE PAVED ARE TO BE PREPARED AND HYDROMULCH SEEDED FOR PERMANENT ESTABLISHMENT OF VEGETATION. PRIOR.TO HYDROMULCH OPERATIONS, CONTRACTOR TO REPLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OF 6'. TOPSOIL TO BE DISKED TO A DEPTH OF 4' PRIOR TO SEEDING. FINAL GRADES WITH ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE. SEED MIX: COOL SEASON GRASS SEEDING MIX: TALL FESCUE 0 4 Ibs /ac OF PURE LIVE SEED; OATS 0 21 Ibs /ac OF PURE LIVE SEED WHEAT (RED, WINTER) 0 30 Ibs /ac OF PURE LIVE SEED FERTILIZER: 3 -1 -2 RATIO FERTILIZER W/ SULFUR & TRACE ELEMENTS ® 350 Ibs PER ACRE SAWCUT ALONG THIS LINE REMOVE & DISPOSE OF CURB /CONC. PROVIDE JOINT MAT'L & SEALANT PER EXPANSION JOINT DETAIL. EXIST. PVMT. SMOOTH BAR DOWEL 3/4"X16" O 18' O.C. W/ STOP CAP & 6" OILED W/ STD. NO. 40 SAE. £X /STING COND /TIONS LAND COVER EARTHWORK NOTES PRIOR TO PREPARATION OF SUBGRADE AND ANY FILL OPERATIONS, THE CONTRACTOR MUST CLEAR AND GRUB PROPOSED DRIVE AISLE & PARKING AREAS TO EXISTING, STABLE MATERIAL AND SHALL PROOF ROLL THE TO LOCATE UNSTABLE OR NON - UNIFORM AREAS. CONTRACTOR TO OVER EXCAVATE UNSTABLE OR NON- UNIFORM AREAS, REMOVING AND REPLACING MATERIAL WITH NATIVE FILL MATERIAL COMPACTED TO 98% STD. (ASTM D -698) AT A MOISTURE CONTENT OF -3% TO +3% OF OPTIMUM. ROLLING EQUIPMENT SHALL CONSIST OF PNEUMATIC TIRED ROLLER WITH GROSS LOADING TO BE AS NECESSARY TO PRODUCE SURFACE LOADING RANGING FROM 5 LBS /SQ IN. TO 20 LBS /SQ IN. ' FILL MATERIAL TO BE A UNIFORM MATERIAL WITH PLASTICITY 15<PI<25. FILL TO BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D -698 AT A MOISTURE CONTENT OF OF OPTIMUM TO +4% OF OPTIMUM. FILL TO BE PLACED IN 6' LIFTS. SUB- GRADE: FINAL COMPACTION OF THE SUB -GRADE TO BE 98% OF THE MAXIMUM DENSITY OF THE MIXTURE AS DETERMINED BY ASTM D -695 AT A MOISTURE CONTENT BETWEEN OPTIMUM TO +3% OF OPTIMUM. SUB -GRADE SHALL BE UME STABILIZED WITH TYPE A. HYDRATED LIME TO A DEPTH OF 6" SUFFICIENT TO PRODUCE A MINIMUM ' pH OF 12.4 IN THE LIMED SOIL IN ACCORDANCE WITH TxDOT STD. SPEC. ITEM #260. APPLICATION RATE SHALL BE ASSUMED 8% BY UNIT WEIGHT OF THE SUB -GRADE FOR BIDDING PURPOSES. MECHANICAL MEANS SHALL BE USED TO INSURE LIME IS THOROUGHLY MIXED IN WITH THE SUB - GRADE. COMPACT THE SOIL /LIME MIXTURE TO A : DENSITY OF AT LEAST 98% STANDARD PROCTOR (ASTM D -698) AT A MOISTURE CONTENT BETWEEN OPTIMUM AND 3% WET OF OPTIMUM. IN -PLACE DENSITY & MOISTURE CONTENT TESTS TO BE TAKEN AT A RATE OF 1 FOR EVERY 250 SY FOR EACH 6" OF COMPACTED THICKNESS. TESTING REQUIREMENTS: THE OWNER SHALL OBTAIN AN INDEPENDENT TESTING LABORATORY TO CONDUCT ALL MATERIALS /COMPACTION TESTING. CONTRACTOR IS RESPONSIBLE TO NOTIFY AND COORDINATE WITH LABORATORY IN ADVANCE OF WHEN OPERATIONS WILL BE PERFORMED. INITIAL TESTING SHALL BE PAID FOR BY THE OWNER. FAILED TESTS AND RE -TESTS SHALL BE PAID FOR BY THE CONTRACTOR WORK WILL NOT BE ACCEPTABLE FOR PAYMENT WITHOUT PASSED TEST RESULTS. COPIES OF RESULTS TO BE DELIVERED TO OWNER AND KLING ENGINEERING. SUB -GRADE MATERIAL- OPTIMUM MOISTURE / DENSITY RELATIONSHIP TO BE DETERMINED AT RATE OF ONE SAMPLE PER MATERIAL ENCOUNTERED. LIME STABILIZATION: A LIME SERIES SHALL BE RUN TO DETERMINE THE EXACT AMOUNT OF LIME TO BE ADDED TO THE SUBGRADE PRIOR TO COMMENCEMENT OF LIME STABILIZATION. LIME STA13UZED SUB - GRADE: IN -PLACE DENSITY & MOISTURE CONTENT TESTS TO BE TAKEN AT A RATE OF 1(MINIMUM) FOR EVERY 250 SY FOR EACH 6" OF COMPACTED THICKNESS. ASSURE POSITIVE DRAINAGE ACROSS ENTIRE SITE AND ALL REGRADED GRASSED AREAS. PAVEMENT NOTES CONCRETE SHALL BE 3500 PSI, 28 DAY STRENGTH PORTLAND CEMENT CONCRETE. TEST CYLINDERS SHALL BE TAKEN 1 SET OF 3 PER 100 CY OF CONCRETE PLACED OR A MINIMUM OF 1 SET OF 3 PER STRUCTURE AT TIME OF POUR. CONTRACTOR SHALL PAINT A 4' WIDE, SO' LONG, NORMAL SOLID WHITE LINE BETWEEN THE TWO NORTHBOUND LANES AT THE ROCK PRAIRIE ROAD ENTRANCE BEGINING AT STATION 0 +00 INDICATING TWO -LANE, ONE -WAY TRAFFIC CONTRACTOR SHAD. PAINT A 4' WIDE, 80' LONG NORMAL SOLID YELLOW LINE BETWEEN THE ENTERING SOUTHBOUND LANE AND THE EXITING NORTH BOUND LANE AT THE ROCK PRAIRIE ROAD ENTRANCE INDICATING TWO -LANE, TWO -WAY TRAFFIC. CONTRACTOR SHALL PAINT TRAFFIC DIRECTIONAL MARKINGS AS INDICATED ON PLAN CONTRACTOR SHALL PAINT STRIPING FOR THE PARKING AREA AS INDICATED ON THE PLAN. THE SOLID LINE REPRESENTS A 4" WIDE SOLID YELLOW LINE TO BE PAINTED. CONTRACTOR IS RESPONSIBLE TO PAINT HANDICAP MARKINGS AND LOADING ZONES IN CONFORMANCE WITH CURRENT ADA /TAS STANDARDS. MATERIALS AND APPLICATION FOR PAINTED PAVEMENT MARKINGS TO CONFORM TO TxDOT SPECIFICATION ITEM #666, TYPE 11 MATERIALS. MATERIALS AND APPLICATION FOR REFLECTORIZED PAVEMENT MARKINGS TO CONFORM TO TxDOT SPECIFICATION #627, CLASS S. TYPE II -A -A MARKINGS ALSO TO CONFORM TO PART III - MARKINGS OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES STREETS AND HIGHWAYS. EXISTING CONDITIONS ®r . DRAINAGE CALCULATIONS r,c RATIONAL METHOD: =CIA ;�:;r• «�'s !`�� � 1� , LANDCOVER AREA C -VALUE (Q =CA) " 7 0 Tc <10min; Use Tc =10min 0 Cave =0.38; A =4.327 Ac: .2 GRAVEL 0.018 0.60 C *A =1.64 BUILDING 0.202 0.90 Q2 =1,64 *6.33= 10.4 CFS PAVING 0.640 0.90 Q10 = 1.64.8.63= 14.2 CFS P TOTAL/AVE 4.327 0.3B Q25 = 1.64 *9.86= 16.2 CFS Q1OD=1.64 *11.64 t9.1- CFS- SCALE. 1 " =100' k pa; mv 0 z I W cn J W� _ °C =UN uj W o aQ> o d M W W z cn o �w H ui 0 Q�� p� w 'II.. Z u w 0 � C3 0 O of rF'Ills�a ,t :' ^ •. B.J. KLING ... �. 24705 z O 0- U w 0 h 0 SCALE: N.T.S DRAWN BY: AAP APPROVED BY: SMK DATE: 09/17/04 FILE: SHEET ST=3 OF 3 z c� LU ON z D 00NN W r C w >_ Z j `�WQC` v` 0Y t- x ^ ^ Z � X � � r- W Cn H U) Z 0% o` zQ O Q J m�U_ k pa; mv 0 z I W cn J W� _ °C =UN uj W o aQ> o d M W W z cn o �w H ui 0 Q�� p� w 'II.. Z u w 0 � C3 0 O of rF'Ills�a ,t :' ^ •. B.J. KLING ... �. 24705 z O 0- U w 0 h 0 SCALE: N.T.S DRAWN BY: AAP APPROVED BY: SMK DATE: 09/17/04 FILE: SHEET ST=3 OF 3 S i I { TABLE OF CONTENTS In IR z u OWNED 8c ` DEVELOPED BY: RACK PRAIRIE BAPTIST CHURCH 2405 ROCK PRAIRIE ROAD m COLLEGE STATION TEXAS 77845 cp PHONE: (979) 690 -8412 A CL PREPARED BY: Q KLING ENGINEERING & SURVEYING Of 4101 TEXAS AVENUE —, 0 P.O.. BOX 4234 BRYAN TEXAS 77.805 PHONE: (979) 846 -6212 , 't5 J _ 4 TABLE OF CONTENTS TABLE OF CONTENTS � v � o o v u u _ OWNED & DEVELOPED BY: s ROCK PRAIRIE BAPTIST CHURCH :2405 ROCK PRAIRIE ROAD m , COLLEGE STATION, TEXAS 77845 x W PHONE: (979) 690 -8412 A ¢ L PREPARED BY: KUNG ENGINEERING 8c SURVEYING :� 4101 TEXAS AVENUE P.O. BOX 4234 L' BRYAN, TEXAS 77805 - PHONE: (979) 846 -6212 t3 J , TABLE OF CONTENTS