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. .. _ . „_ ,,, .I I . . ... .. ..: , 1.111 ,.,.. _ , . _ . _.. .. . . , . .... , . .. . _ 5240. SF MEDICAL CLINIC _. . r., .:. _ . II 11. / / I j . / / \ * . I - / STEEL REINFORCING BARS .m / I I SITE SPECIFIC NOTES: :I j / -. I CONCRETE PAVEMENT 1. THE OWNER OF THE PROPERTY IS THE DUNLAP FAMILY \ I'- / . .. 10 P.U.E. TRUST THE SUBJECT PROPERTY IS LOT 1, r✓, 15' P.U.E. ) LEGEND / 8305/233 1 BLOCK 1 .OF THE HAPRER S CROSSING SUBDIVISION, PROPERTY IS ZONED PDD. ' 8305/233. -I j... . ... : :. . ..... , .., - ,. , •. 2. THE DISTURBED AREA FORT S t THIS PROJECT_ IS 2.37 ACRES (103,298 SF). :I \ / - I . _ -:- ..�.-:-� , X - - -284- - - - EXISTING CONTOUR a a V� / 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING PLAN &DRAINAGE w / q� , I . . . . . . . . . . . . . . 284 PROPOSED CONTOUR 1Zti L ... REPORT.. / SONOMA - PHASE 1 10 P.U.E. 11 g - BOUNDARY . I r; N/F / PLATTED VOL 8305, PG. 233 I 8502/285 _ 4. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & EXISTING STORM IRRIGATION PLANS, . w : SHANNON WALTON / .. 6 LIME .STABILIZED SUBGRADE _ . \ Z SEWER INLET ZONED R-1 / • •• - -- PUBLIC UTILITY EASEMENT P / I (EXTENDS 1 OUTSIDE THE EDGE OF PAVEMENT . 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 9 PRIVATE ACCESS EAS � In jo I / j I 1. EASEMENT // o / / _ \ * X.=5" OR 6" AS SHOWN ON THE PAVEMENT. PLAN II I 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC - LOT LINE \ w ';• , , PROPOSED m / 1 I * „ ,. TYPE II BOF 5,240 SF IS . u. . PROPOSED 18" HDPE Gi N/F I j 6". PAVEMENT. USE #3 REBAR ® 12 O.C.E.W. 1,500 GALLONS PER MINUTE. ONE HYDRANT IS REQUIRED. . . \ - ;.. 18" RCP PUBLI / N/F N/F OR USE #4 REBAR @ 16" O. C. E. W. ---IIRE LANE . FIRE LANE Ln C PRIVATE STORM I S JENNIFER & RAOUL ROLFES j ANITA WHITLEY rn L E &JARED FORRAS I 5" PAVEMENT USE 3 REBAR @ 15" O.C.E.W. 7, TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. \ M STORM SEWER PIPE SEWER PIPE / . ZONED R- ZONED R-1 ZONED R-1 - , # ST ST - ST H 1 I I . . 1.EXISTING STORM SEWER PIPE PROPOSED - PROPOSED / 10 P.U.E. 11. XT R - - 10 P.U.E. .. TYPICAL CONCRETE PAVING SECTION E ERIO BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE . LEFT TURN ti BUFFER WALL. - - - - - - - - - I 1 UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW ST ST ST PROPOSED STORM SEWER PIPE 8305/233 WAN OPAQUE LANE SEE � 4� &15'BUFFER ------ ---- 8502 285 N.T.S. ( \ t - _ HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE W-4 EXISTING WATER LINE S45' - J 1. MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PAVEMENT �' h _ S45 5T 15"E -_348.45' - - -• PLAN) a `LI / . PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THEW -8:11 Q �- �• /, j / GENERAL NOTES. TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. PROPOSED WATER LINE ' - - No j - _ _ _ ,� i - - - i ---•-•---- / S-8 .EXISTING. SANITARY SEWER LINE \ 77 S � / __1 _ - - - ]r I 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION 12• ACCORDING TO .THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND °OF ALL EXISTNG UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY INCORPORATED AREAS MAP NUMBER 48041 CO200C EFFECTIVE „LILY 2, 1992, THE PROPERTY IS S-8 . PROPOSED SANITARY SEWER LINE -""�. / ,,,'7.5' SIDE - / PROPOSED\ ( / // L/ I COMPANIES 48 HOURS. IN ADVANCE OF CONSTRUCTION IS REQUIRED. NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. / T / rETBACK 10' P.U.E. DIG TESS: PROPOSED 6 DUMPSTER SCREEN FENCE, JUNCTION BOX I � i / / �. N/F (800) 344-8377 \ \ j / in ST / / 110792/124 \ r\ ri r\ / /.' - JONATHAN & ATMOS ENERGY: (979) 774-2506 13. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS SHALL BE PER CONSTRUCTION DRAWINGS r I \146' N I `L� .� y :•.. ..•, PRbPOSED .. •:....• . I BRION PAMPELL , .SUDDEN LINK COMMUNICATIONS. (979) 595 2429 TITLED, CONSTRUCTION DRAWINGS FOR PROPOSED PROPOSED BUFFER WALL s /-- , .....1.11....,.1, - PUBLIC WAT RLINE AND SANITARY SEWER 2' - -___ DETENTION PO :: E- ZONED R-1 yERiZOIJ: 979 821-4770 „ _ .33 / _ _ _ ND ( ) IMPROVEMENTS HARPERS CROSSING SUBDIVISIO ,_ _ - N c \ _ __ - -- v_ _. _ c _- / _ : _ GAS P„ EUN� r�-- - -___- i _. _. - -� L 2. IT 15`TRETSfONSiBILITY ASF T E CONTRACTOR NTRACTOR''TO USE WHATEVER MEANS 14. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB U S / .PROPOSED . � UNLESS OTHERWISE .NOTED.. // EXISTING WOOD FENCE . I /' ! I NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE . . ro.,- POND OUTLET / PROPOSED i- •( PROJECT SITE. THIS INCLUDES THE INSTALLATION 0 ��i S / / STANDARD / F A CONSTRUCTION EXIT AND 15. ALL PAVEMENT SHALL BE CONCRETE.. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. PROPOSED IRRIGATION SLEEVES :M: 'fir' .`� / STRUCTURE i , . S / S / �/ / FLUME SECTION i PROPOSED SILT FENCE AS NECESSARY. I i S( 3� .. / /7 I 16. ALL UTILITY LINES WATER GAS SANITARY SEWER VE E E E �' i 18 HDPE / RETAINING WALL 3. H RIZON, STORM SEWER, ETC.) SHOWN ARE E AERIAL ELECTRICAL . - T E CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION \ j -� - PRIVATE STORM / y HEIGHT VARIES (0. 4.5) T UCTION UTILITY MAP I PROPOSED T N/F AND SEDIMENT CONTROL DEVICES. INSPECTIONS _ SHALL BE DONE EVERY 14 DAYS 1 \ / I SEWER PIPE / _,.,. DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD t FRE .HYDRANT I GRATE INLET : / ^./\ ;` BRENNAN PATRICK. AND AFTER EVERY RAINFALL EVENT OF 1/2 OR MORE. THE CONTRACTOR SHALL EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT - E ENT AS BUILT CONDITIONS. ' BAJDEK GATE VALVE \ \ 11� 15' P.U.E. immmmmm ,� I REMOVE ALL 'MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE 4 S \ 1� S » a�� / I ZONED R-1. Ila = ® ® = CONSTRUCTION OF THIS PROJECT. 17. BUILDING SETBACK LINES SHALL BE .IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED p p p . \ •, s / 110792/124 ® ®mt®.ft®>® ✓ h' ® 1 DEVELOPMENT ORDINANCE. a PROPOSED BIKE RACK :' ' / PROPOSED .y� / ( - 27 / 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR . PROPOSED SIDEWALK.RAMP : SEWER / � 150000 REQUIREMENTS FOR . CONSTRUCTION SITES. 18. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR in 6 / SERVICE / � / ISOLATED SO AS NOT TO BE VISIBLE. FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT �. O PROPOSED STORM SEWER JUNCTION BOX '`� I ki / DISTURBED AREA 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS 0 � ui 1 •y / / j AFTER WITHIN 150 OF THE SUBJECT LOT, MEASURED FROM_ A POINT 5• FEET ABOVE GRADE. SUCH . LIMITS CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED <C n1 i / __ � SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A PROPOSED POND OUTLET STRUCTURE O / I -:I I AREAS. I� . IVATE CROSS / I UNIFIED APPEARANCE. • \ 333 ' I � i � N F ' ::: ` - PROPOSED SIDEWALK � \ .• v I ACCESS EASEMENT / � i / � .. .. , - O / 6 I MICHAEL & KIMBER Y 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF - ' .. 19. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. . Z \ °DI \ 110792/124 / y33 i H. GUESS L BRYAN COLLEGE STATION STANDARDS � � I � I � n; \ I � I / SPECIFICATIONS AND DETAILS FOR WATER. SILT FENCE O I:' f / I o - . i ZONED R 1 ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEERS OFFICE 20. DUMPSTER ENCLOSURE SHALL BE 6 WOOD SCREEN FEN . [r \ ® / /. i CE OR OWNER APPROVED EQUAL MEETING ry O J � I % / AND WELLBORN SUD STAFF. LIDO REQUIREMENTS, THE BUFFER WALL SHALL BE 6' STONE FACED CON , � U ... 334 ' %' / _ I I CRETE BLOCK WALL OR Q \ I I I / / LOT 2, BLOCK 1 OWNER APPROVED EQUAL MEETING UDO REQUIREMENTS. - / 7. THE CONSTRUCTION SHALL COMPLY.WITH OSHA STANDARD 29 CFR PART 1926 CONSTRUCTION EXIT CI] ' '•. � I \ I ,� v / - / 15' REAR I ' .� / SUBPART P FOR TRENCH SAFETY REQUIREMENTS. PROPOSED " �ti' I I I / SETBACK I 21. LO.T 1 & 2, BLOCK 1 OF THE HARPER S. CROSSING. SUBDIVISION ARE PART OF A BUILDING PLOT. R72 I I / / LOT 2 SEWER LI E '- � / -• -. - _ SONOMA - PHASE 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ON EACH BUILDING WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20,000 SF PLOTS . \. I % I I / - CE GRASS b TREES TO REMAIN . m I �. � . �.. -- 2 OR LESS (LIDO SECTION 7.9D). cc -I- � - PLATTED VOL. 8502, . \ " 3s / PROPOSED PG. 285 22. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND � \ '� / 1 TRANSFORMER I I 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS PER THE COLLEGE STATION UTILITIES ELECTRIC \ I AL DESIGN FOR CRT CS MED CLINIC. / I 5 P.U.E. PROPOSED ✓ PROPOSED 10' P.U.E. PAD .PER CSU I I ADJACENT TO THE PROJECT SITE. CSU ELCTRICAL CONTACT: WELDON DAVIS ®®®� ®®®®� DISTURBED AREA LIMITS ELECTRICAL PULL BOX 110792 1 4 - •� L' UNDERGROUND � SPECIFICATIONS N/F PER CSU P / 3 4 CONDUIT 110792/124 TONS 10 P.U.E. SUZANNE 0 ELECTRIC PROJECT COORDINATOR LANS �•- ANNE & 1 CONTOURS : j ELECTRIC LINES__ AND. DETAILS _ I SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY -KLING - - AND SPECIFICATIONS SLEEVES I 2-4" / 7.5 SIDE 110792/124 0o JOSEPH MCHUGH ENGINEERING & SURVEYING. CITY OF COLLEGE STATION UTILITIES ' . ® ( CONDUITS EC c I I �' SETBACK I® �a (STUB OUT <o ( ZONED R-1 PH: 979-764-6314 1=0••'•••.•N•••- .•- ACCESSIBLE ROUTE r*1� �° ®I LOT 2 3-4 CONDUITS j ® o I 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION - 25 FRONT I ��` � / FOR LOT 2 co . T I - _: ._ j ' . . O -1 / PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LOT 2 \ .y 1 _ _ _ T- UE - _UE UE UE / I / � I LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE „ 1 0 . .. UE / , I) I / . _d PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE PROPOSED :.` •--UE � l � UE UE _ _ - _. o "W - 2 / N52 07 02 / / NOTE THAT `COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF MANHOLE . • 2 ' - -._ . E-- I I / o I BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. RESERVED „ ' I 12 x18 reflective finish metal PROPOSED O PROPOSED I - PROPOSED �r PARKING I 11 It, INTERIOR �, " '` n,... i - - - v -_ -338 --i I si n 6 -._ __ �� . T _, 9 ,SEWER 3 UNDERGROUND / DUMPS :..._...�_�.�..,� _,_ _ ,,. 3 TER PAD 6 0 - to _ r 486 SF _ o -,T.. } x �__� _ ,� _ __ _� __.__ _ _ -- �_ - _ _ -- _ ;.-LAhDSCAP ISLA _ _ - - - - - --- - _ AN , _ _ ALYSIS. 10 P _ __ - _ _ _ _ � ELIC - __ � _ � - _ _ . _ _ _ _ _. _ -_ - - - SERA! E TRIC LINES _x. .. ,. W/6' 6 SCREEN --T _. _ � CR N FENCE __ _ / . v.... _ PROJECT CONTROL' \ ,` S 7 � _ 850 _ a L 0n 15 REAR 110792 124 2 285 / f 2 4 CONDUITS / \ o . I 0 AL • .. I 5 SETBACK I {' T T PARKING. 33 SPACES : _ _ R - - ...; ._., I I TBM 1 '. PERIPHERAL PARKING: 7 SPACES " .• a R� LOT 1 / ,�- II '` 12 x9 reflective finish e i I _. \ 0 -.,::::: PROPOSED I I 1 /2° IRON ROD INTERIOR PARKING: 26 SPACES `" 4 �+ metal CITY OF ::c?, E , / - s . LANDSCAPE ISLAND REQUIRED: ,.a Ign I 9 �3 .. ,� ... , , . 6 SIDEWALK. '� 10 P.U.E. I o I ELEVATION: 330.116 a v COLLEGE STATION • • , .. . S \ 110792 124 I p 10 P.U.E. / 26 SPACES X 12 = z� rr,� a; �c�ss ©• .. ' , • ... / T N/F 312 SF ►n I 110792/124 I I - 4: fi LANDSCAPE ISLAND PROVIDED - 775 SF .. 10' P.U.E. AND 18.5' 31 :..... ` TOMMY D. TBM 2 „ 411 �, 3 .. DRAINAGE ESMT. .. 1*.... PROPOSED ,. ; ;., , .~.,,:- I I MCFALL MON. BRASS DISK -: "* ��" 2x2 galvanized steel to e 9461 96 "� ELECTRIC SERVICE / ZONED R-1 . ` •�"` column r.. ® of �o ,�� - .-� � ',; � „ t;u I 1 ELEVATION: 338:097. , 7.5 SI . T :. _ - (3-4 CONDUITS) II DE / \e �,� _ i o SETBACK / I - -- -___ _ �. PROPOSED AC UNIT T_ LOT 2 I 23' 18.5 �. : w -TYP. ... W/SCREEN FENCE LOT 1, BLOCK 1 r / • . o / I 6" ®EACH END , 108" _ ,A PROPOSED MEDICAL CLINIC \: / I 3�a� -+ FF=341.00 5298 SF � I - p �. 7.5 SIDE11 I ®®t®®®� t� 26 BLDG. H T. 15' SIDE STREET PROPOSED I \ SETBACK 25' P.I.I.E. I : ® I 1.9" � I INTERIOR ISLANDS ISLAND # AREA S.F. CALC. AREA S.F. 1 1009 649 2 486 126 4w., } •'` � " v, set in concrete footing. \ �' Provide "•. E''e ` I galvanized steel cap welded \ .. ,,.• �„ � 1 0 top `vr'' ,^'N 0 .e. I I of tube. Paint tube and cap: �'' 1 i 6 SIDEWALK `1 PROPOSED LOT 1 110792/124 �`'4 ° � ��•'". co' o � B c,, I I SETBACK LOT 1 ,A I ss" ` TOTAL: 7�5 SF µ "� � L 60" minimum above 3 PROPOSED / j .` ( I I All characters must be 111 s;17 _ _ - - :6 DRAINAGE PROPOSED `� -_ . ,, 3 6 SIDEWALK ( LI .�' 1. Li rade or sidewalk.. \ r " aI PIPE. ' \ F I , FIRE HYDRANT I I g J - <0 , ..:.... PROPOSED - 12 " PROPOSED ' �,y - a I r" " I a - I I ACCESS EASEMENT 7 h`6. � : ; ,,11 ° 1339 ,. r '... � sr - s \ SERVICE I j ' 110792/124 +'' : •p .; r ' p 1., . " ;, ,�1.w I N.T.S. -R•.• Y • • • ■, ref. V•ii. ii• •:1• •. •4• •�. •.i .. .'� '.-.••a - J j \-11 99 N/F +�� ° ACCESSIBLE := - . - / W a� I HOMER "� 'i1- \ ` ROUTE '' ��: •''" � -� \/ PROPOSED\ C �P \ / M R J ACOSTA & I-36 -�-15" 30" min. 30" min. 15 I-36" * '� ", \� 40-� .. PROPOSED• . � cn WATER METERS . \ �. I KIMBERLY KOEHLER �s` 18" DESIC�IA r \ I '° 3 ; BIKE RACK : _ /. I ZONED R-1 30 P.U.E. m \��- . t._� �� \ I �9:: I IRE LAN I E L �, /' 8502/285 BI111a itt� CK DETAIL PAINQ °,o . .,, _. .� � --� ( I ` N.T.S. :• ' � � PROPOSED a - Ii 1 - - - - -4 --� ADA SIGNAGE N �y� � PROPOSED 8" _ ONLY da o 6. �IL 'C o°` -INTERIOR ILP\ w Q- \ T WATER LINE C: I R50 I I / L- PROPOSED- �s �® I • , BUFFER WALL ®�° •.. I �- r 1009 SF I \ � I 10 P.U.E. \ \ /: j \ \ � & 15' BUFFER 34� ! T PROPOSED 4„ I _ _'" 6337/277. NOTES •w• I i 20' P.U.E. - - 1 /. . \ - 6918/231 - - -- --.----,7-- --- ,: � IRRIGATION _ - - - - - - " 15 SIDE STREETI EXISTING ,, -� - -- - ----- - - ---- -- -SLEEVE K SETBAC 1 SIGN SHALL COMPLY WITH THE CoCS > - i'z- I : I trZ-M ° ° .. E� T 2 FIRE SERVICE STANDARDS E SIDEWALK 7 b8 -A ve-M117, A.,* •. : ; . - . ,, _ NOTE: ALL CURBS N HEIGHT FIRE LANE SIGN DETAIL °; .. i u • .. • . :. .. • . • ,. p : ; ... i - \ ... -°.: , . ,.: • ; .. • .,, . „,, SS D OTHERWISE. ' :• .` . . UNLESS NOTE ° PROPOSED 24 ► .. : ; °;:•, . .� b, �. :° •� . ,... • n - 58.96 ! f / 1/4»R 24„ ,�.. N.T.S. _ 5 W RCP CULVERT __ = _ ._ . .__ _ _. _ _ - _ _ -- - _ -__ - - - _ = - _- _- ---- -- 5- 1 _ �� . ,. - -_- c i��49 4,.54-`Ut7` 124.• N . , ...- ....- ,.: » _ , __ _. _ _ _ , � .� ._.. �? _ _ \ » _ Rc-LANE-MARKLNGS. . __._.,: - =--�-= . _ __ : __ ._: 85 1 SET PARKING ANALYSIS REQUIRED PARKING: 5240. SF MEDICAL CLINIC 1 SPACE PER 200 SF 27 SPACES 27 SPACES REQUIRED TOTAL 2 HANDICAP SPACE REQUIRED 9' WIDTH, 19' LENGTH TYP. PROPOSED PARKING: 31 SPACES PARKING 2 SPACE HANDICAP PARKING 33 SPACES TOTAL _ - -i - E _ - - - -24 . . . ...•-- 6 _ 0°-0'1"' 01) tJ�t -'I _ 1`= -- 15 • . - - - - - - - - - PROPOSED _ - 2U PUBLIC TSN l . _ ^ � _ ` _ -- - - _ - - - - HARDER S CROSSIN f - �1t ' ° / 25' FRONT 10' MULTI -USE_ ACCESS EASEMENT' kl -a'-" 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED U SUBDIVISION ISIO)V, _ --17;3, ° o / i - - ; _ - _ - -- - _ PATH -- _ --j _ � � __4 - -. - - - 3 - t „ UTILITY DEMAND . - -' EXISTING 24 = = = SETBACK - - - - _ 110792/124 - - - - _.:_ _ ,,Q RED WITH FOUR INCH (4) WHITE LETTERING i �__ �= sT .-3T _ WATER LINE LOT 1 _ STATING FIRE LANE I NO PARKING -TOW WATER DEMAND PER BUILDING \ - - - - ELECTRIC SERVICE F• �L - - - - - - - 12 1 " e� 9 AWAY ZONE WORDING MAY NOT BE SPACED MINIMUM 0 GPM t _ - - - - -RISER POLE LOCATION �'�' - Q - - - - - =- „ » AVE SCALE. =3O JUNE 2O 1 Z '---` --- - '�-." - - - RAGE _. - - _.._ .- - - - .._ ,.._.._._ - - -:- 3 4 MORE THAN FIFTEEN FEET APART. 10 GPM I' - - - - PER CSU ELCTRICAL MAXIMUM (PEAK) 38 GPM 11 I - _ PLAN 1745' 6" " I 7 2. A SIGN TWELVE INCHES 12 WIDE AND 1" DOMESTIC WATER METER OWNER: SURVEYOR: 323 - `SILVER OAK DR. �� 3» 3 • » „ ( ) Dunla Fa » 3, 2 _ EIGHTEEN INCHES (18) IN HEIGHT SHALL BE . , P mi y Trust 2 - JILL MARY DUNLAP, TRUSTEE KLING ENGINEERING & SURVEYING . ` � � `' MOUNTED IN A CONSPICUOUS LOCATION AT EACH ' �• ` � -- .,` ''' '' ENTRANCE TO THE PROPERTY AND AT THE SANITARY SEWER DEMAND 3104 Broadmoor Drive I I I I I4101A SOUTH TEXAS AVEI - . „ LOCATIONS SHOWN. SUCH SIGNS SHALL BE (® 90% OF WATER DEMAND Bryan, TX 77802 BRYAN, TX 77802 4 3 ) 979 774-3550 - 979 846.-6212 STATE HIGHftY 40 . • 4. BARS TWELVE INCHES (12") WIDE AND EIGHTEEN AVERAGE 9 GPM ( ) ( ) # INCHES HIGH, WITH A COMPANION SIGN TWELVE MAXIMUM (PEAK) 34 GPM „ " „ DEVELOPER. . R.O.W. VARIES EXISTI 0 � 4 X 18 SMOOTH INCHES (12) WIDE AND SIX INCHES (6) HIGH 4 SANITARY SEWER LINE . ' E N G � N E E R: NG TURN LANE EXPANSION DOWEL _ �, CAPROCK TEXAS S STATING IOW AWAY ZONE . SUCH SIGNS SHALL 5.3q SLOPE SCHULTZ ENGINEERING, LLC. _: . 30 15 0 30 FIXTURE UNITS = JESSE DURDEN, PRESIDENT ..TYPICAL CURB DETAIL BE PAINTED ON A WHITE BACKGROUND WITH - 77 PO Box 11995 110 LINCOLN AVE., SUITE 103' SYMBOLS, LETTER AND BORDER IN RED. FIXTURE UNITS ALLOWED = 180 College Station, TX 77842 SCALE IN FEET PIPE SLOPE OK . COLLEGE STATION, TX 77840 N.T.S. j (979) 307-0321 (979)764-3900 j . �..:- ����. 0AFrAi . THE SEAL APPEARING ON THIS �r OF rye ■ DOCUMENT WAS AUTHORIZED BY f.of Il:....... : SCALE 1l�E JOSEPH P. SCHULTZ, P.E., LICENSE �� ,•'� •• - W 1l�IEDI CA L CLINIC �. . I S' � t r�gir�eerin LLQ � I ._. N0. 65889 ON JUNE 22, 2012. �� *� * `. I 11 I 1. VERTICAL1.1.11 I 2730 Longmire SLiite A O ; JOSEPH P. SCHULTZ 11 �Colle a Station1., Texas 77845 Ift .............. ...........:... CIS T CS MED CLINIC g _%♦ 65889 p, I � i SI - HORIZONTAL 1:30 2 LOT 2 OWNER REVISIONS JPS 979.764.3900 TBPE NO. 12327 ISSUED FOR CONSTRUCTION " ''••.�� ;. !°+t t PLAN, - 11 .. 7/3012 •.,. 2 8 4 9 BARR ON LOAD SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE 1 CITY COMMENT REVISIONS JPS 6/19/12 �•iiN� ] 12 A�� 2 �� B PLOTTING SCALE. 1.1 FIRM # 12327 COLLEGE STATION., TEXAS 22 ; MARK REVISION BY DATE KLING DLD DLD JPS 12-198 JUNE 2012 - . -. SCHULTZ ENGINEERING, LLC . I ® ® g FILE NAME: 12-198 .a t PLAT n : . . FILC ,_`iM _. 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THE OWNER OF THE PROPERTY IS THE DUNLAP FAMILY TRUST THE SUBJECT PROPERTY IS LOT 1, cn' 15 P.U.E. / / I I BLOCK 1 OF THE HAPRER'S CROSSING SUBDIVISION, PROPERTY IS ZONED PDD. \ 8305/233 / 8305/233 I .'. ;. :. 2. THE DISTURBED AREA FOR THIS PROJECT IS 2.37 ACRES103,298 SF). \ / .. I I • • d ! ...»- �= - r --■•+rte _•T .� 1' --d X ACRES(103,298 _ a• / I 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING PLAN & DRAINAGE co REPORT. v / SONOMA - PHASE 1 I 10' P.U.E. N/F / / PLATTED VOL. 8305, PG. 233 I I 8502/285 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & EXISTING STORMSHANNON WALTON 6" LIME STABILIZED SUBGRADE IRRIGATION PLANS. / \ Z SEWER INLET ZONED R-1 / I (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) \ V) 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. \ o X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN I I " 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE II -B OF 5,240 SF IS \ PROPOSED LU / - * 6 PAVEMENT - USE #3 REBAR ® 12 O.C.E.W. 1,500 GALLONS PER MINUTE. ONE HYDRANT IS REQUIRED, U- PROPOSED 18 HDPE N/F i I N/F / N/F / OR USE #4 REBAR © 16" O.C.E.W. \ to h. 18" RCP PUBLIC PRIVATE STORM JENNIFER & RAOUL ROLFES I ANITA WHITLEY * ILSE & JARED PORRAS I 5 PAVEMENT - USE 3 REBAR ® 15" O.C.E.W. 7. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. \ M STORM SEWER PIPE SEWER PIPE / ZONED R-1 ZONED R-1 # ZONED R -1 - PROPOSED \-H _ _ _ PROPOSED / 10' P.U.E. I I TYPICAL CONCRETE PAVING SECTION 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE 10 P.U.E. LEFT TURN ti - -BUFFER WALL. - - - - - - _ - _ 8305 233 I I UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE - - - - - - / 8502/285 N.T.S. HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE LANE (SEE \ �� & 15' BUFFER - - - - - - - - - _ _ _ _ - L MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PAVEMENT I S45° 5T 45"E - 348.45' - - - - PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE PLAN) b Q`L� /.� / /- - - - / / / GENERAL NOTES: TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION 12. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY INCORPORATED AREAS MAP NUMBER 48041CO200C EFFECTIVE JU_Y 2, 1992, THE PROPERTY IS �, / 7.5SIDE / /. I COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. PROPOSSETBACK 10 P.U.E. ST� NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. ED ( -•� / / JUNCTION BOX / -----/ -, - N/F DIG TESS: (800) 344-8377 \ M LOT 2 / / / JONATHAN & ATMOS ENERGY: (979) 774-2506 13. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS SHALL BE PER CONSTRUCTION DRAWINGS \ 14' `N I `L� ��T / / I BRION PAMPELL SUDDEN LINK COMMUNICATIONS: (979) 595-2429 TITLED, "CONSTRUCTION DRAWINGS FOR PROPOSED PUBLIC WATERLINE - 6 AND SANITARY SEWER \Q S ` •• !_ PROPOSED ZONED R-1 VERIZON:" 979 821-4770 IMPROVEMENTS HARPER'S CROSSING SUBDIVISION. .,.332" ,• :....., ... " .'. •...: • ': , ' » - \ : - :..;, _ . : DETENTION POD N .,-• I -•-3 -. 2. IT IS THE RESPONSIB I ILTY OF THE "CONTRALTO TO USE 14. ALL RADII AND DISTA S .. R E WHATEVER MEANS NCE ARE ASU ME RED TO THE "BACK 'OF CURB UNLESS OTHERWISE NOTED. t_..:''':•;;'` / i I I NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROPOSED / PROPOSED i I STANDARD PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND 15. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. �2 ���i. ,Sb / , . •.'r:.•^±_ ,: / POND OUTLET / / , SILT FENCE AS NECESSARY. 41 r;:, 11 1 y�^� STRUCTURE / FLUME SECTION / � I 16. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE / 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP /PROPOSED / i / T _ N/F AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS I DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD 10' WIDE / --' BRENNAN PATRICK AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. CONC. FLUME / / - '' I BAJDEK REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE 15' P.U.E. an ® ® / I ZONED R-1 CONSTRUCTION OF THIS PROJECT. 17. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED ®®eal I DEVELOPMENT ORDINANCE. 27' I `f ' / / / �� / I 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 18. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR in ISOLATED SO AS NOT TO BE .VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT nI I / / DISTURBED AREA I 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER I ,yo, I WITHIN 150 OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH CJ _� I T / / LIMITS CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A O N i _ 333 ' /I / / / / / / i i ✓ I I N/F AREAS. UNIFIED APPEARANCE. O \ \ I / �6 I '' MICHAEL & KIMBERLY 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF 19. PROPOSED SIGNS SHALL . BE PERMITTED SEPARATELY- IN ACCORDANCE WITH THE UDO. Z \ \ 00I / H. GUESS BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. - O \ i ZONED R-1 ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE 20. DUMPSTER ENCLOSURE SHALL BE 6' WOOD SCREEN FENCE OR OWNER APPROVED EQUAL MEETING \ \ / / I AND WELLBORN SLID STAFF. UDO REQUIREMENTS. THE BUFFER WALL SHALL BE 6' STONE FACED CONCRETE BLOCK WALL OR Q U '' 33�` I I I / / LOT 2, BLOCK 1 / / ' - -- I I OWNER APPROVED EQUAL MEETING LIDO REQUIREMENTS. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 M I \ ® ( �-v / / / 15 REAR` I SUBPART P FOR TRENCH SAFETY REQUIREMENTS. PROPOSED i I '\ I \ R72 ® ( i / SETBACK 21. LOT 1 & 2, BLOCK 1. OF THE HARPER S. CROSSING SUBDIVISION ARE PART OF A BUILDING PLOT. / LOT 2 SONOMA - PHASE EACH BUILDING WILL BE REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20,000 SF PLOTS SEWER LI E I f I / / i - - - I 2 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS OR LESS (UDO SECTION 7.9D). \ c co \ PLATTED VOL. 8502, IS ESTABLISHED. PROPOSED PG. 285 . 22. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND s 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS \ �® / ✓ TRANSFORMER ADJACENT TO THE PROJECT SITE. PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR BV PLASTIC SURGERY. /Z, ✓ PROPOSED i 10' P.U.E. PAD PER CSU I I CSU ELCTRICAL CONTACT: WELDON DAVIS ELECTRICAL PULL BOX I 5' P.U.E. PRIVATE CROSS ? UNDERGROUND / -_/--- SPECIFICATIONS 10' P.U.E. SUZANNE & 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KLING ELECTRIC PROJECT COORDINATOR PER CSU PLANS _ ACCESS EASEMENT ELECTRIC LINES , 7,5' SIDE AND DETAILS _--/___ oo I JOSEPH MCHUGH ENGINEERING & SURVEYING. CITY OF COLLEGE STATION UTILITIES AND SPECIFICATIONS - v-/--- / I (2-4 CONDUITS), STUB OUT PH: 979-764-6314 IIS � I \ I ®� €� SETBACK 3-4" CONDUITS I ZONED R-1 21 FRONT m00I ® ® = LOT 2 OD I 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION FOR LOT 2) / -_ _ 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT SETBACK �i Q� - PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT III LOT 2 \ I UE _ UE- -UE UE UE / I / I LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE UE _ / I/ PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE PROPOSED UE y -.- - _ - ° I / / / �o NOTE THAT CONIPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE TIME OF RESERVED MANHOLE ' � � I F- N52 07 02 W - 266.33' _ BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. PROPOSED i (2) PROPOSED I ' • �PROPOSED �r I PARKING N INTERIOR'" d •'� s t 3 m 3 i -s. -UNDERGROUND T SEWER DU PSTER PAD 6 _ _ ,3 � • . 486 SF � --A=-DUMPSTER _ .M __ ( TH. �K _ -. ,. _ - _ _ - LANDSCAPE ISLAND ANALYSIS. _L_ �r P.L.Q. ELEC TRIC- LINES I rn SERVICE - - / - W 6 SCREEN FENCE -� �A J � I PROJECT CONTROL ,� / r\ S 15 REAR --/--- (2-4 CONDUITS) 8502/285' :I SETBACK I I� I TOTAL PARKING: 33 SPACES �� \ R3• I I LOT 1 Jam/ / TBM 1 PERIPHERAL PARKING: 7 SPACES II \ T70 ; ; ; PROPOSED I I I 1 2 IRON ROD INTERIOR PARKING: 26 SPACES I ELEVATION: 330.116' LANDSCAPE ISLAND REQUIRED: CITY OF I �S'3 f: .. ~ 6' SIDEWALK ` 10' P.U.E. I I 10' P.U.E. / C ea VM COLLEGE STATION S T ---/- / I N/F = ., 26 SPACES X 12 312 SF 10' P.U.E. AND 1 g' / TOMMY D. TBM 2 LANDSCAPE ISLAND PROVIDED = 721 SF DRAINAGE ESMT.TYP.i gg1 f- "" ' ' �• : "� .':'' : i J�" K, r* I / I MCFALL MON. BRASS DISK 9461/96 "�' - '� PROPOSED W7.5' , 51DE ZONED R-1 ELEVATION- 338.097 - - � / I ELECTRIC SERVICE o SETBACK I 23 19'-- PROPOSED AC UNIT (3-4" CONDUITS) i� LOT 2 \ \ W/ SCREEN FENCE a / I -108' TYP. LOT 1, BLOCK 1 / I I I s" ® EACH END PROPOSED MEDICAL CLINIC / I / 33$ ;. -' FF=341.00 5252 SF ` 7.5' SIDE I i ® = ®= I - 15' Inc, STREET _ PROPOSED 29 BLDG. HT. SETBACK 25 P.U.E. I 4�# I I s' INTERIOR ISLANDS ISLAND # AREA S.F. CALL. AREA S.F. 1 955 595 2 486 126 - - - - -284- - - - - EXISTING CONTOUR 284 PROPOSED CONTOUR BOUNDARY - - PUBLIC UTILITY EASEMENT - • - • PRIVATE ACCESS EASEMENT LOT LINE --*,RE LANE FIRE LANE ST - ST - ST EXISTING STORM SEWER PIPE ST ST - ST PROPOSED STORM SEWER PIPE W-4 EXISTING WATER LINE W-8 PROPOSED WATER LINE S-8 EXISTING SANITARY SEWER LINE S-8 PROPOSED SANITARY SEWER LINE PROPOSED 6' DUMPSTER SCREEN FENCE PROPOSED BUFFER WALL GAS GAS PIPELINE EXISTING WOOD FENCE �- PROPOSED IRRIGATION SLEEVES E E E -E- AERIAL ELECTRICAL FIRE HYDRANT GATE VALVES u PROPOSED BIKE RACK PROPOSED SIDEWALK RAMP ❑O PROPOSED STORM SEWER JUNCTION BOX M PROPOSED POND OUTLET STRUCTURE PROPOSED SIDEWALK ® SILT FENCE CONSTRUCTION EXIT k� t� TREES TO REMAIN 0 ® ®® ® DISTURBED AREA LIMITS WNo--N.ON=a0N--W ACCESSIBLE ROUTE "x18" reflective finish metal In n n x9 reflective finish metal ' galvanized steel tube imn in concrete footing. vide vanized steel cap welded top I Ic f tube. Paint tube and cap. Do w B I i S e m o w, i( All"characters must be SETBACK LOT 1 i ,p6' SIDEWALK !�,' PROPOSED PROPOSED , �� / LOT 1 /___ I I 35' , TOTAL: 721 SF c 6 DRAINAGE \ � PROPOSED 3 LIJ� grade or sidewalk above \ s PIPE 6 SIDEWALK '� \ ,� I FIRE HYDRANT I \ r - - i 77 PROPOSED Imo' I 50 I / I PRIVATE CROSS 24" I-- - 12" PROPOSED °"� �;, ' 1 1 /2 WATER R ( ACCESS EASEMENT �i �6- ADA SIGN DETAIL TAIL SIDEWA K' 'p 9 ✓Y/. H- ST - \ SERVICE I I /---/--- N.T.S. 3 •'' /-W I N/F - \ ACCESSIBLE , • • • .... - y \ / PROPOSED \ c P` \ HOMER J. ACOSTA & 5- 30" min.-}- -}-30" min.----15"-E--3s" PAflKJNG ANALYSIS \ ' ROUTE •: ` ',' - Ic �' I KIMBERLY KOEHLER d D AA r ' 340. ;�; : PROPOSED•, WATER METERS \ / ZONED R-1 30' P.U.E. 18" I BIKE RACK DETAIL REQUIRED PARKING: : ; BIKE RACK : rz 8502/285 ' • _: ts•--• AN IRE LAN I E L I PARKING PROPOSED -4 I I N.T.S. 5240. SF MEDICAL CLINIC ADA SIGNAGE N �� T PROPOSED 8" I I L - - ONLY 1 SPACE PER 200 SF c,, PROPOSED -INTERIOR it\ \ WATER LINE �\ I R50 I , BUFFER WALL 27 SPACES 1 I I 955 SF I \ 10' P.U.E. 27 SPACES REQUIRED TOTAL \ ` ,� & 15' BUFFER 6337 NOTES: 2 HANDICAP SPACE REQUIRED \ - 'I _ • �_ /277 9 WIDTH 19 � I �1- `� ' -� T PROPOSED 4„ � _ •f• \ a ( , 3 20 P.U.E. T - -- /' 15' SIDE STREET- LENGTH TYP. �- - 6918/231 ___ - - - -�`_ - - - IRRIGATION - - - _ - - - _ SETBACK 1. SIGN SHALL COMPLY WITH THE CoCS ' EXISTING \ -, _ - - - - - - - - - - - SLEEVE (TYP.) E SIDEWALK _ - - - trZ_M tr?-M trz-M `t' 'w : -. • ° - E -LOT 2 , FIRE SERVICE STANDARDS. PROPOSED PARKING: trz NOTE: ALL CURBS 6 IN HEIGHT FIRE LANE SIGN DETAIL 31 SPACES PARKING ., `\ h• j!. '. A �: ••�' :'••.•". '•- .. ..... r •:: '• \ :' •'' -�'•>: '•'•%._''; , - UNLESS NOTED OTHERWISE.- - - 2 SPACE HANDICAP PARKING :. • o , ' : ... , .. `.� R ;. '' ' ° • • PROPOSED 24"- / N.T.S. „ _ 58.96/1 /4» :. 50 16 5 W RCP CULVERT 24" 33 SPACES TOTAL \ N49°524 -54"v 124.2' - - - Nr� ,- _FIRE LANE MARKINGS .i _ -24 W/6:1 S.E.T. 6 15"_ E ► y - - - - - - PROPOSED _ _ _ 20' PUBLIC TBM -- - . - - - - - Y y - _ _ - 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED - - - 10' MULTI -USE _ ..._- ------ACCESS ACCESS EASEMENT • d / / _ 25' FRONT - - �-- - - _ T3" RED WITH FOUR INCH (4") WHITE LETTERING U1111 -TY DEMAND tr2-M o EXISTING 24 = = = SETBACK - - _ PATH �- -�/_� -i E _- ���_ _ Q -WATER LINE - - - LOT 1 - - ` 1 ` -- _ ELECTRIC SERVICE- - - _ _ _ "' - - _ - - _ - - - - - - 12" T �` 1 1 /4" 5" STATING "FIRE LANE - NO PARKING -TOW WATER DEMAND PER BUILDING MINIMUM 1 GPM I AWAY ZONE. WORDING MAY NOT BE SPACED AVERAGE 10 GPM' RISER POLE LOCATION � MORE THAN FIFTEEN FEET APART. PER CSU ELCTRICAL - - - - - - - - - - - 3„ -� �� �4 MAXIMUM (PEAK) 38 GPM 323' - PLAN ±745' •� 6 7' 2. A SIGN TWELVE INCHES (12") WIDE AND 1" DOMESTIC WATER METER SILVER OAK DR. 2 • 3" 3" 3„ 2" EIGHTEEN INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH SANITARY SEWER DEMAND ENTRANCE TO THE PROPERTY AND AT THE (E 4' 3" LOCATIONS SHOWN. SUCH SIGNS SHALL BE (CSD 90% OF WATER DEMAND) 11 AVERAGE 9 GPM 30 15 0 30 SCALE IN FEET STATE HIGHWAY 40 R.O.W. VARIES EXISTING TURN LANE THE SEAL APPEARING ON THIS S�'°j �" j''j [� j�'■ DOCUMENT WAS AUTHORIZED BY a l.06 E1in V1 i LLQ JOSEPH P. SCHULTZ, P.E., LICENSE �„1 NO. 65889 ON JUNE 8, 2012. 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 ISSUED FOR REVIEW SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD DLD JPS 12-198 JUNE 2012 ;t ... JOSEPH P�••SCHULTZ L 1 FIRM # 12327 SCHULTZ ENGINEERING, LLC •4 BARS TWELVE INCHES (12 ) WIDE AND EIGHTEEN # INCHES HIGH, WITH A COMPANION SIGN TWELVE MAXIMUM (PEAK) 34 GPM 0 =-/4" X 18" SMOOTH INCHES (12") WIDE AND SIX INCHES (6") HIGH 4" SANITARY SEWER LINE EXPANSION DOWELS STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL ® 5.3% SLOPE TYPICAL CU" DETAIL BE PAINTED ON A WHITE BACKGROUND WITH FIXTURE UNITS = 77 SYMBOLS, LETTER AND BORDER IN RED. FIXTURE UNITS ALLOWED = 180 N.T.S. PIPE SLOPE OK A NEW MEDICAL CLINIC CRT CS MED CLINIC 2849 BARRON ROAD COLLEGE STATION, TEXAS SITE PLAN A NEW MEDICAL CLINIC CRT CS MED CLINIC 3.19 ACRES BLOCK 1, LOTS 1 AND 2 HARPER'SCROSSING;ZUBDIVISION SCALE: 1 "=30' OWNER: Dunlap Family Trust JILL MARY DUNLAP, TRUSTEE 3104 Broadmoor Drive Bryan, TX 77802 (979) 774-3550 DEVELOPER: CAPROCK TEXAS JESSE DURDEN, PRESIDENT 110 LINCOLN AVE., SUITE 103 COLLEGE STATION, TX 77840 (979) 307-0321 SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 JUNE 2012 SURVEYOR: KLING ENGINEERING & SURVEYING 4101A SOUTH TEXAS AVE BRYAN, TX 77802 (979) 846.-6212 ENGINEER: SCHULTZ ENGINEERING, LLC. PO Box 11995 College Station, TX 77842 (979)764-3900 SHEET I / 1i STEEL REINFORCING BARS * SITE SPECIFIC NOTES: T / `' / ` I j CONCRETE PAVEMENT 1. THE OWNER OF THE PROPERTY 'IS THE DUNLAP FAMILY TRUST THE SU' PROPERTY 1S LOT 1 1 15' P.U.E. / P.I.I.E. SUBDIVISION, SION, PROPERTY IS ZONED PDD: PBLOCK 1 OF THE HAPRER'S CROSSING SUBD� LEGEND'' 8305/233 8305/233 �/ ''• 2. THE DISTURBED AREA FOR THIS PROJECT IS 2.37 ACRES (103,298 SF). rip 4. .q . 4 •T• . • •�,••..:--.t ...�! ••r••;-r••�.,.�..=►,: ..'^i":e'3 X _G04..._., _- - _ :d • t. ••, - ; ; EXISTING CONTOUR D / l 1 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING PLAN & DRAINAGE 284 1 / t REPORT. PROPOSED CONTOUR _ .. ........... SONOMA - PHASE 1 i 10' P.U.E. BOUNDARY a !r + N%F / PLATTED VOL. 8305, PG. 233 i I 8502/285 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & w EXISTING STORM SHANNON WALTON // / 6" LIME STABILIZED SUBGRADE IRRIGATION PLANS: - PUBLIC UTILITY EASEMENT \\ SEWER INLET ZONED R-1 / / I 1 (EXTENDS- 1' OUTSIDE THE EDGE OF PAVEMENT} 5.. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.Q. PRIVATE ACCESS EASEMENT Xp 5" OR 6" AS SHOWN ON THE PAVEMENT PLAN 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE 11-B ' OF 5,240 SF 1S ( LOT LINE PROPOSED w / 1 * 6 PAVEMENT - USE REBAR ® 12 O.C.E.W. 1,500 GALLONS PER MINUTE. ONE HYDRANT IS REQUIRED.. � .•: PROPOSED ?$" HDPE � / N/F N/F � 1 I N� OR USE #4 REBAR ®16" O.C.E.W. uwo -„ FIRE LANE \ 18" RCP PUBLIC PRIVATE STORM JENNIFER"& RAOUL ROLFES ANITA WHITLEY \ STORM SEWER PIPE SEWER PIPE / ILSE &JARED PO:�RAS ZONED R -i I 1 * 5" PAVEMENT - USE #3 REBAR ® 15" O.C.E.W. 7. TRAFFIC IMPACT ANALYSIS 1S NOT REQUIRED. ►�,'�' -ZONED R ' I 1 ZONED R-1 ST ST ST EXISTING STORM SEWER PIPE PROPOSED " PROPOSED / 10' P.U.E. 1q' P.U.E. 'TYPICAL CONCRETE PAVING SECTION 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE• STANDARDS OF SECTION 7.10 OF THE - ST ST ST PROPOSED STORM SEWER PIPE LEFT TURN ti ` '- -' `-BUFFER WALt� - -- - J I• - - - - 8305/233 1 I UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE 4 & 15' BUFFER -' _ - -- - -- -. - ._ - - - - j` - 8502/285 N.T.S. HOUSING AND NO FIXTURE SHAH DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE W-4 EXISTING WATER LINE LANE (SEE \ - -- -� L _. _ MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PAVEMENT .�'•�•• S45° 5T •�5"E„348.45' - PLAN s �L� PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE W-8 PROPOSED WATER LINE } ¢ 9 / .� / GENERAL NOTES. TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION S-8 EXISTING SANITARY SEWER UNE �- - 12. ACCORDING TO THE FLOOD INSURANCE RATE MAPS FOR BRAZOS . COUNTY, TEXAS AND OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY 7.a' SIDE INCORPORATED AREAS MAP NUMBER 48041CO200C EFFECTIVE JULY 2, 1992, THE PROPERTY IS S-8 PROPOSED SANITARY SEWER LINE PROPOSED` I / .. Sp , / / / SETBACK / / 10' P.U.E. I COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. NOT LOCATED IN THE 100 YEAR FLOOD HAZARD AREA. JUNCTION BOX N/F DIG TESS: (800) 344-8377. PROPOSED 6' DUMPSTER SCREEN FENCE \ \ J t s //, / / LOT 2 / / / r JONATHAN & ATMOS ENERGY: (979) 774-2506 13. PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS SHALL BE PER CONSTRUCTION DRAWINGS \\ 146' a I ��� S�� �•- ,gyp - •,,�� f f / � ...- -•' � BRION PAMPELL SUDDEN LINK COMMUNICATIONS: (979) 595-2429 TITLED, CONSTRUCTION DRAWINGS FOR PROPOSED PUBLIC WATERLINE AND SANITARY SEWER PROPOSED BUFFER WALL '' PROPOSED -- ZONED R-1 VERIZON: (979) 821-4770 IMPROVEMENTS HARPER'S CROSSING SUBDIVISION:' ,,. GAS - . " '. .. •. DETENTION POND ' . _ /. / .. ( ..1 WEAN - _.. _ _. -. \ I /�' --a K, .1;• r i 2. 1 IS THE RESPONSIBILITY C F.. y T 1 ILITY OF -THE ONTRACTOR TO USE -WHATEVER MEANS 14. ALL RADII ANp DISTANCES ARE MEASURED TO THE BACK OF CU 1;6 UNLESS OTHERWISE NOTED. I/ EXISTING WOOD FENCE / I I NECESSARY TO .MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE = 1 �a ,r ;�• r.�.. / PROPOSED / /PROPOSED i i + PROJECT SITE.. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND 15. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. --• --- PROPOSED IRRIGATION ?' �'�°�� ,� ::': • 'F .• / POND OUTLET / STANDARD' / I SILT FENCE AS NECESSARY. SLEEVES ;'► S J `' r;":. .;'�- y STRUCTURE / FLUME SECTION / I 16. ALL U11UTY LINES WATER, GAS, SANITARY SEWER VERIZON STORM SEWER ETC. - E E E E - AERIAL:.ELECTRICAL ! I ` '` •': r "' / / / 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION TAKEN FROM BEST(AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION U SHOWN ARE PROPOSED / r �' -.. - "" N F AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS UTILITY MAP / / DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD FIRE' HYDRANT \ I % I --a ,;,::•'� / 1fl' WIDE / ,.'' _. ,.� -- -' "" • BRENNAN PATRICK AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. CONC. FLUME y BAJDEK REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE #2 GATE VALVES \ S� .a 15 P.U.E t� lee lee Ism ®t ,�/t�r toss ele >� >e� / I ZONED R-1 CONSTRUCTION OF THIS PROJECT. _ / �" �� ®IIIffi es;y Ile! ,�� I 17. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE C<TY OF COLLEGE STATION UNIFIED a a a PROPOSED BIKE RACK DEVELOPMENT ORDINANCE. 27• .t / / / I. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS, FOR CONSTRUCTION SITES. 18. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR PROPOSED SIDEWALK RAMP .> in ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT O PROPOSED STORM SEWER JUNCTION BOX DISTURBED AREA 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER WITHIN 150' OF THE SUBJECT' LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH aC LIMITS I I AREAASRUCTiON IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A ® PROPOSED POND OUTLET STRUCTURE UNIFIED APPEARANCE. _ ►3 �! / N/F :,. PROPOSED SIDEWALK 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF 0 ♦ v'1 4 � / / 330'' I / MICHAEL & KIMBERLY 19. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. Z \ ., °D) \ / / "' / �' H. GUESS BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ® s ! SILT FENCE d ! \ I / / ,• / I ZONED R-1 All CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEERS OFFICE 20. DUMPSTER' ENCLOSURE SHALL BE 6' WOOD SCREEN FENCE .OR • OWNER APPROVED EQUAL MEETING AND WELLBORN SUD STAFF. , y / I UDO REQUIREMENTS. THE BUFFER WALL SHALL BE 6 STONE FACED CONCRETE BLOCK WALL OR - U . _. t ,334` I / / --- -� ,._.,, �, / I / / LOT 2, BLOCK 1 OWNER APPROVED EQUAL MEETING - UDO REQUIREMENTS. CONSTRUCTION EXIT LII • '.. � 1 1 �}' i v / _ _ / 15' REAR 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 „ SETBACK ! SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 2t-. LOT 1 & 2, BLOCK 1 OF THE HARPERS, CROSSING SUBDIVISION ARE PART OF A BUILDING PLOT. PROPOSED �• I '� . \ R72 I I �' / LOT 2 SONOMA - PHASE EACH BUILDING WILL BE REQUIRED TO MEET' THE ADDITIONAL STANDARDS FOR 20,000 SF PLOTS SEWER U E -1 �. / -- 8. THE CONTRACTOR SHAM REMOVE THE EROSION CONTROL MEASURES ONCE GRASS TREES TO REMAIN T I j � � � 2 IS ESTABLISHED. S UD SECTION 7.9D}. PLATTED VOL 8502. PROPOSED PG, 285 22. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SP CIFICATIONS AND \ �s •� I , 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS -'PROPOSED TRANSFORMER � ADJACENT TO THE PROJECT SITE. PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR GRT CS MED CLINIC. sse � � Leet � Ie4 � ilk � tle� tet DISTURBED AREA LIMITS ISIt� , /�, ✓ �• 10' P.U.E. PAD PER CSU I NjF CSU ELCTRICAL CONTACT: WELDON DAVIS ELECTRICAL PULL BOX 1 5' P.U.E. PRIVATE CROSS > UNDERGROUND SPECIFICATIONS 10' P.U,E. ELECTRIC PROJECT COORDINATOR f PER CSU PLANS j ACCESS EASEMENT ELECTRIC LINES i , / j SUZANNE & 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KLING,�`�f AND SPECIFICATIONS I " r 7.5 SIDE AND DETAILS j oa JOSEPH MCHUGH ENGINEERING & SURVEYING. CITY OF COLLEGE STATION UTILITIES .� / (2-4 CONDUITS). SETBACK on tip tett I� (STUB OUT �? I PH: 979-764-6314" rwrrrrwrw.swwrrr� ACCESSIBLE ROFTE '"SrM = ., ZONED R-1�v :r ,` mODl tp� 01 s� em LOT 2 3-4 CONDUITS I 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 25 FRONT T tib` I / FOR LOT 2) �. - -_ t I 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT { _ SETBACK 1 4 PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT [3 i LOT 2, ►*' 1 �- ---- - UE UE• -r_- UE- •-�-UE UE UT: / f I in 1 LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE UE-_ / �/ Itt• PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY UNE. PLEASE PROPOSED y I UE - �, .� -- !' N52° 07 02" -2 / / a NOTE THAT COMPLIANCE WITH THIS SECTION .WILL BE VERIFIED AT THE TIME OF MANHOLE {) I I I / ° ( BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. '�/^�•� RESERVED j .. 2 -� . PROPOSED PARKING 1'"48" reflective finish metol � L^ PROPOSED s INTERIOR :PROPOSED 'C _ - -- SEWER 33 486 SF DUMPSTER PAD (6 THICK �: - --'3�6 `UNDERGROUND / uj 1 , si' n -- } _ 10 P.U.E. 10 P.U.E. LANDSCAPE ISLAND ANALYSIS: i ELEC !CUES I I SERVICE _ 1. _._ . - ... � _ _ .:. , :.,.,... .. W 6 SCREEN FENCE EE ..,. .. -CONDUITS) . _ R JE r_ "I P O CT CO 0 a . _..:..850 2 5 _ _ 1, � • . 1S -REAR2 8 U �. f .._... u7 % 2 4/ . I ( 1 TOTAL PARKING. 33 SPACES t •, : _.. .. , _.._ _ ._ . SETBACK Y ' �-., • LOT 1 ( / TBM 1 PERIPHERAL PARKING: 7 SPACES ° i 1 x9 reflective finish metal _ •-* ,M �...... PROPOSED I / ! 1/2 IRON ROD INTERIOR PARKING: 26 SPACES 1 1 ELEVATION: 330.116' LANDSCAPE ISLAND REQUIRED: C� si n CITY OF + '1'ulS = : �::. •.... 6 SIDEWALK. t{ 10 F.U.E. I o 10' P.U.E. J rn COLLEGE STATION >. Q.. ' • ' :: \ 'C T / uQi N/F 26 SPACES X 12 = 312 SF 10' P.U.E. AND 18.5' ...... �- J TOMMY D. TBM 2 LANDSCAPE ISLAND PROVIDED = 775 SF 2 2 galvanized steel tube DRAINAGE ESML TYP. i 33� h F- .. r'• • • c'•'• ; : j:'.• '~' PROPOSED I ! MCFALL MON. BRASS DISK 9461/96 �•y. r.:.+•�'ti..;�.•;._ - •• • '• .,; " •' l ELECTRIC SERVICE ' i ZONED R-1 ELEVATION: 338.097' c lumn gH 4:) •_ - ..-.-...-•. {3 4" CONDUITS) Q 1 SETBACK / 1 P �� 23' 18.5'-'= ' PROPOSED LOT 2 W/SCREEN FENCE 1 LOT 1, BLOCK 1 0 / j 1 " a c tos3" / I EA H END I PROPOSED MEDIC L C NIL; FF=341.00 5298 SE \ 7.5' SIDE { Ism leli !� p®I I 26 BLDG. HT. 15' SIDE STREET PROPOSED =� , � /Z SETBACK 25 P.U.E. I � ! I � .s" . INTERIOR ISLANDS ISLAND # AREA S.F. CAM AREA S.F. 1 .2009 649 2 486 128 BJE cn s'# in concrete footing. .. ROPER Pri ovide g Ivanized -steel cap welded • O to top I I of tube. Paint lube and cap. m o W B �I11 6' SIDEWALK y,' � PR LOT 1 / I I 3s" zorAt: T1s SF fD o " c i All characters must be SETBACK LOT 1 PROPOSED . J f ® I 1 0" minimum above {{4 rade or, sidewalk. \ ' u'S -'•' _ ._ -.6 DRAINAGE 6' SIDEWALK F . j \ '� PROPOSED IL IM B - \ , .. • y PIPE' '- \ � FIRE HYDRANT �� g" \ s •�. i 1 I I ,2 127 h , PROPOSED m PROPOSED 4'h' ;. := -''' a " I --� /• PRIVATE CROSS 24" ADA SIGN DE AIL SIDEWA K - ; ' \ \ SERVtCEWAiER I R50 I 1 ACCESS EASEMENT ` �i C(6" nu_ t�•' .P w w r r w it►AL:�. • *r•.3 li,. ►►t ' ' ► ► + •'•' '� L -_FIRE LANE: N/F ' ACCESSIBLE : ; :: ' ::. ' •T .. .: • / S c 1 HOMER J. ACOSTA & " y � F -36 --I-15 30' min. 30 min. 15 - ^36 ROUTE , :::..:: _ y oo --3 \ / PROPOSED t / --_ P�'11KIPiG ANALYSIS 340- : ' , .' .. • :: • : PROPOSED . I in WATER METERS \ ri / ' / I KIMBERLY KOEHLER 30' R.U.E. 18" D�A1F.D Nor To SCALE \ • •. • • ". •';BIKE RACK ( ZONED R-1 I • • ....:. �' -- s � 8502/285 I3II� RACK DETALL PAl�CNC+t REQUIRED PARKING: \ I •` --� PROPOSED � _� p I N.T.S. 5240 SF MEDICAL CLINIC A NES' IVIED�AL. CLINIC,: ADA SIGNAGE N PROPOSED 8 /li a (1) c,�, w �'S- T I I L PROPOSED - INTERIOR 01�Y i SPACE PER 200 SF -'tP \ \ \ WATER LINE �� i R50 / BUFFER WALL 10' P.U.E. 27 SPACES C � CS M`IN C 1009 SF & 15' BUFFER 27 SPACES REQUIRED TOTALEj � 6337/277 • 2 HANDICAP SPACE REQUIRED' \ a• 1 ;,,3��- 20' P.U.E. P PROPOSED 4" -f' - - �`-- -*� `_ j - _ -- /' 15' SIDE STREET-- ~ 9' WIDTH, 19' LENGTH TYP. n •8 t/ IRRIGATION _-., - - -- - V.0 •'AC�IG� \' • 6918 231 _ - _ - • ,_ - - - .._ - - -�- -• -- .- • �. -- ►. , SETBACK 1. SIGN SHALL COMPLY WITH THE CoCS � � EXISTING �� - -- - '" - - - ~ / r SLEEVE (TYP.) .` , ►• - - LOT 2 �� E FIRE SERVICE STANDARDS. PROPOSED PARKING: �. ,) - b8 -M b8 -M SIDEWALK i�2-M b2 -M ir2- > ' > , a .,. y,.,! ik '> ..: a' ,' .,.'.,, e: / E a , NOTE: ALL CURBS 6" IN HEIGHT FIRE LANE SIGN DETAIL 31 SPACES PARKING BLOCK 1 LOTS AND 2 -' ` UNLESS NOTED oiHERwISI~ 2 SPACE HANDICAP PARKING ► • PROPOSED 24 , J N.T.S. ,i D?' '•'� •y, ''i `' •i, •' «*s. ••.` :,fit, • r 's.► ,•• '•;. ,,/' �• ..r eK'.•►' i �' ''�' ~� i.>'• ..� _ _ _ _ - / 24 33 SPACES TOTAL ' i• r •x >.'y _ ► ' "> „� . 1/ RCP CULVERT _ "' 1 4"R _ � - _... --• •-•- ._" '• N49°•SI4:••54"iN =124.?8 .-- -- N�.S 1 - ._•- • W 6:1 S.E.T. _..- •' 6" ,� FIRE' LANE MARKINGS . 33' Vtt �. E Et '- is160°"0'i' ''Y --• PROPOSED r J= -- 0` PUB C TBM3 _ - -- "24 -- �/ f ,.- 15 i uHARPERS !. _ _ - > � 1. ALL CURBS AND CUB �� lk 1G -- •_-- � _ _ -- 10 MULTI USE _-- -- ACCESS EASEMENT •-- ..- R ENDS SMALL BE PAINTED �UB DIVISION _ ..... 25 FRONT - ....- _ , " -� 3 LML" DEMAND b 8 M e EXISTING 24 � -= SETBACK _. = = - PAIN -z-=' "" j `� - `- `- `_ -' .�F ., ,: RED WITH FOUR INCH {4"} WHITE LETTERING 'T sT -. ._. '- ` - - ,�i - -- . _ _ ' , Q'S ,Q 1/4 5 STATING "FIRE LANE - NO PARKING - TOW WATER DEMANQ PER UI��G = -- -- -- -- - - -WATER UNE LOT 1 ELECTRIC SERVICE - _ 12 '� 1 " MINIMUM 0 GPM " ' �- -- `--RISER POLE LOCATION r'�• -_ -- Q`I' ._ _ - _ _ ` _ _ ,. AWAY ZONE . WORDING MAY NOT BE SPACED AVERAGE 10 GPM SCALE: =JPO JUNE 2012 PER CSU ELCTRICAL -- _ 3 - q" MORE THAN FIFTEEN FEET APART. MAXIMUM (PEAK) 38 GPM _ PLAN �.. y 1745' ~ -`` - �� 6 7" 2. A SIGN TWELVE INCHES 2 WIDE 1" DOMESTIC WATER METER OWNER: SURVEYOR: 323 -. �. ` - `` • - -.. SILVER OAK DR. • „ 3" 3„ • „ " (1 "} AND Dunlap Family Trust �► 3 2 , EIGHTEEN INCHES (18) W HEIGHT SHALL BE JILL MARY DUNLAP, TRUSTEE gi,1NG ENGINEB'RiIJG & SURVEYING IN A CONSPICUOUS LOCATION AT EACH SANITARY SEWER DEMAND 3104 Broadmoor Drive 4101A SOUTH TEXAS AVE ENTRANCE TO THE PROPERTY AND AT THE A 4., 3„ LOCATIONS SHOWN. SUCH SIGNS SHALL BE (0 90% OF WATER DEMAND) Bryan, TX 77802 BRYAN, TR 77802 STATE HIGHWAY 40 • TWELVE INCHES (12) WIDE AND EIGHTEEN AVERAGE 9 GPM (979) 774-3550 {979) 846-6212 #� BARS INCHES HIGH, WITH A COMPANION SIGN TWELVE MAXIMUM (PEAK) 34 GPM DEVELOPER: R.U.W. VARIES 0 � 4" X 18" SMOOTH INCHES (12") WIDE AND SIX INCHES (6") HIGH e SANITARY SEWER LINE ENGINEER: EXISTING TURN LANE F(PANSION DOWELS STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL 0 5.3% SLOPE CAPROCK JESSE DUREXAS PRESIDENT SCHULTZ ENGINEERING, LLC. 30 15 0 30 TYPICAL, CURB DETAIL BE PAINTED ON A WHITE BACKGROUND WITH FIXTURE UNITS - 77 110 LINCOLN AVE.,. SUITE 103 PO Box 11995 FIXTURE UNITS ALLOWED = 180 College Station, TX 77842 SYMBOLS; .LETTER AND BORDER IN RED. � COLLEGE STATION. �TX 77840 SCALE IN FEET PIPE SLOPE OK N.T.S. � (979) 307-0321 (979)764-3900 1 I CITY COMMENT REVISIONS 6/19112 MARK REVISION BY I DATE THE L APPEARING ON THIS _ DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ,NSE P.E. CE u fizz E n::� LI -- . � ee..:... LIG: ..:.....::.:..:............i.:...... y :.,. NO. 65889 ON JULY 5 2012. -': 2730 Ir h mire: Suit ' _ g Suite College Station, Texas 77845 -'..979.764.3900 TBPE NO.12327 ISSUED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD DLD JPS 12-198 JUNE 2012 f, OF I MOM I.It.• wa...............u' Z JOSEPH P. SCHU 658 . •, of� FIRM # 12327 SCHULTZ ENGINEERING, LLC A NEW MEDICAL CLINIC CRT CIS MED CLINIC 2849 BARRON ROAD COLLEGE STATION, TEXAS WED F E SITE PLAN III .AT Fa Fn- Fl SCALE . VERTICAL HORIZONTAL 1:30 PLOTTING SCALE 1:1 FILE NAME: 12.198 f---- �a-M I t12 -M / SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS �0 �1 e t.LaO 2.1"-3.4" CAL Z ° 6 :4 �0/ LIVE OAK CANOPY Q I m 3.5" & LARGER t12 -M y _ :.... y y y y JONATHAN & BRION_PAMPELL ZONEDR-1y y y r.: „ ........ ,., ...: j / +� �.r.. •�_+•.,, y y y y _— .. y y y y y y y y y y y y _v _v y y y y y y y I N/F y y y y y y y BRENNAN PATRICK BAJDEK f ZONED R-1 y LOT 2 _ y I I i y I I N/F y I , MICHAEL & KIMBERLY H. GUESS II ZONED R-1 y y SONOMA — PHASE 2 y I PLATTED VOL. 8502, PG. 285 i N/F SUZANNE & JOSEPH MCHUGH ZONED R-1 44 UE _5 UE UE y WEA --UE —:?4U E� � UE v.d i Y�rn„•'u,�,..-....-:.itt . w4.�....., t:r v. "v.Af !o£ PL �rzw�wti y y y y y y y I I N/F TOMMY D. MCFALL ZONED R-1 PLANTING LEGEN LANDSCAPE & STREETSCAPE I / SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS �1 y y HYDROSEED OR SOD ct) 2.1"-3.4" CAL CHINESE PISTACHE (Pistacia chinensis) 0 6 900 LIVE OAK CANOPY CANOPY I 3.5" & LARGER (Quercus virginiana) 10 300 3000 2.1"a-3.4" CAL (Quercus virginiana) CANOPY 7 1050 �15 I LIVE OAK 1.25" CAL CREPE MYRTLE (Lagerstoemia indica) 0 2.1" -3.4" CAL / I 150 300 ,fill CANOPY : 13 / / I 30 0 30 22 N/F /' ti SONO A — PHASE 1 I , SCALE IN FEET SHAZONED R-1TON / ' PLATTED V L. 8305 PG. 233 I I 6 — -' — — 75 LF OF BUFFER WALL / N/F / ILSE &JARED PORRAS - N/F i I JENNIFER & RAOUL ROLFES I i N/F NON -CANOPY & 15' BUFFER — -� _ — — ZONED R-1 — — — — — — — ZONED R-1 I ANITA WHITLEY 5 GAL. — — — 90 ZONED R-1 10 900 (ligustrum japonicum) y _ :.... y y y y JONATHAN & BRION_PAMPELL ZONEDR-1y y y r.: „ ........ ,., ...: j / +� �.r.. •�_+•.,, y y y y _— .. y y y y y y y y y y y y _v _v y y y y y y y I N/F y y y y y y y BRENNAN PATRICK BAJDEK f ZONED R-1 y LOT 2 _ y I I i y I I N/F y I , MICHAEL & KIMBERLY H. GUESS II ZONED R-1 y y SONOMA — PHASE 2 y I PLATTED VOL. 8502, PG. 285 i N/F SUZANNE & JOSEPH MCHUGH ZONED R-1 44 UE _5 UE UE y WEA --UE —:?4U E� � UE v.d i Y�rn„•'u,�,..-....-:.itt . w4.�....., t:r v. "v.Af !o£ PL �rzw�wti y y y y y y y I I N/F TOMMY D. MCFALL ZONED R-1 PLANTING LEGEN LANDSCAPE & STREETSCAPE I OINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS �1 y y HYDROSEED OR SOD c) 2.1"-3.4" CAL CHINESE PISTACHE (Pistacia chinensis) 0 6 900 LIVE OAK CANOPY CANOPY 3.5" & LARGER (Quercus virginiana) 10 300 3000 2.1"a-3.4" CAL (Quercus virginiana) CANOPY 7 1050 NON -CANOPY CANOPY LIVE OAK 1.25" CAL CREPE MYRTLE (Lagerstoemia indica) 0 2.1" -3.4" CAL (Quercus virginiana) 2 150 300 CANOPY : 13 1950 TOTAL NON-CANO : 22 CREPE MYRTLE NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE Ir. 1.25" CAL (Lagerstoemia indica) 6 40 240 NON -CANOPY 5 GAL. WAXLEAF LIGUSTRUM 90 10 900 (ligustrum japonicum) SHRUB TOTAL. 4440 — — --- STREETSCAPE TREES LEGEND SYMBOL SIZE NAME & TYPE SYMBOL SIZE NAME & TYPE QUANTITY y y HYDROSEED OR SOD c) 2.1"-3.4" CAL CHINESE PISTACHE (Pistacia chinensis) 0 6 900 7 CANOPY CANOPY LIVE OAK CREPE MYRTLE 0 2.1"a-3.4" CAL (Quercus virginiana) 7 1050 NON -CANOPY CANOPY 1.25" CAL CREPE MYRTLE (Lagerstoemia indica) 22 880 NON -CANOPY TOTAL CANOP : 13 1950 TOTAL NON-CANO : 22 880 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE BUFFER TREES LEGEND SYMBOL SIZE NAME & TYPE QUANTITY y y y HYDROSEED OR SOD LIVE OAK DISTURBED AREA LIMIT 0 2.1"-3.4" CAL (Quercus virginiana) 7 CANOPY CREPE MYRTLE 1.25" CAL (Lagerstoemia indica) 11 NON -CANOPY y y f GENERAL NOTE: •:a , ,e'� •: ;, y y y y m I I 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS TEOUIRED IN HEE PARKING LOT PARKING K'S RIGHTS-OF-WAY, S, SWALES AND DRAINAGE AREAS, TS OF -WAY, AND ADJACENT I PROPERTY DISTURBED DURING CONSTRUCTION. • ":'� � y y y y y y I i ®< �;:• LOT 1 y y I y y y I � ,• � � -y y y �I I ST_v —a / I e:' .:. • ,; `° . : > t d.. y y I y y I HOMER J. ACOSTA & / :.. ° �I / �1 ._ ... , . •: .:3T '� �• .., >•� : ,::�;,:�' + y y y KIMBERLY KOEHLER y ZONED R-1 j j' LU y y W r �r-�✓--� y {may ;. p 85 LF OF BUFFER WALL & 15 BUFFER ° i �' i�:J tel` --may ,�•�•�I,r' _ _ __.. E >: E :. D •DSO ° V TBM 2I 10 MULTI -USE STATE HIGHWAY 40 20 PUBLIC PATH ACCESS EASEMENT ROW VARIES 1 1 CITY COMMENT REVISIONS 6/19/12 MARK REVISION BY I DATE A,-chultz Engineering, LL 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 12-198 MAY 2012 IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST 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. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. FOOTING BUFFER WALL DETAIL ANEW MEDICAL CLINIC CRT CS MED CLINIC 2849 BARRON ROAD COLLEGE STA TION, TEXAS N.T.S. POINT PER PROJECT AREA: 103,298 SQUARE FEET OF SITE AREA 103,298 SF / 1,000 = 103.3 103.3 x 30 = 3,099 POINTS ADDIT ONAL LANDSCAPE POINTS FOR STREETSCAPE: (656/ 50) x 300 POINTS = 3,936 POINTS TOTAL POINTS REQUIRED: 7,035 POINTS TOTAL POINTS PROPOSED: 7,270 POINTS (5,250 POINTS FROM CANOPY TREES = 72%) STATE HIGHWAY 40 STREETSCAPE: ANOPY TREES (1 PER 25'): 300' = 12 CANOPY TREES REQUIRED 7 CANOPY TREES PROVIDED 10 NON -CANOPY TREES PROVIDED* BARRON STREETSCAPE: (1 PER 32') 356'= 12 CANOPY TREES REQUIRED 6 CANOPY TREES PROVIDED 12 NON -CANOPY TREES PROVIDED* * 2 N -CANOPY TREES COUNT AS 1 CANOPY TREE BUFFER: ANOPY TREES (1 PER 25'): 160' = 7 TREES ON CANOPY TREES (1 PER 15'): 160'= 11 TREES wke BUFFER WALL NOTES: 1. THE BUFFER WALL WILL BE A STONE FACED CONCR TE BLOCK WALL 6' IN HEIGHT. 2. THE BUFFER WALL STONE SHALL COMPLIMENT THE �UILDING IN STYLE AND COLOR. 1 SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 "qC LEGEND `I y COMMON BERMUDA TURF y y y HYDROSEED OR SOD DISTURBED AREA LIMIT j• it / BUFFER AREA wke BUFFER WALL NOTES: 1. THE BUFFER WALL WILL BE A STONE FACED CONCR TE BLOCK WALL 6' IN HEIGHT. 2. THE BUFFER WALL STONE SHALL COMPLIMENT THE �UILDING IN STYLE AND COLOR. 1 SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 "qC I I i I I I I I I I I 1 I i I I I I I i I I I I I I I I I � I I I I I I i - I I I I I I I I I I I I I I I I I I I I J ( E � tra-M sit I I I i Moll30 15 0 30 N/F / / SONO A - PHASE 1 I i SCALE IN FEET SHANNON ZTON ZONED R-1 // N/F PLATTED V L. 8305, PG. 233 I I I —BUFFER WALL / ILSE & JARED PORRAS N/F I $� & 15' BUFFER) ZONED R-1 JENNIFER & RAOUL ROLFES I l N/F — — — — — — — — — ZONED R-1 I I ANITA WHITLEY — — — f ZONED R-1 y J — ' � ST "�• I ` � ST ,� y y y y y � y y y y y y y y y y ���—y � y I y y y y y y y y i N/F JONATHAN & BRION PAMPELL y .r•.::....•�..r.. y y y y � y ZONED R-1 y y y y y -V y y '� ;: l y � / a;,�::r�•�a=:� -j-•y y y y y y y y y y y y y y y y y y y .� � y I y� y � •.. , y y y y y y y y y y y y y y - .•'• y y y y y y y �y y e• •'y y y y y y y y y y y y y y y y I y l y y y y y y y y y y y y y y y l y y I BRENNAN PATRICK BAJDEK ZONED R-1 i y y r � I J y I h yI y I . b. 7/ N/F MICHAEL & KIMBERLY H. GUESS ( y y • ZONED R-1 y I SONOMA - PHASE 2 ly y I PLATTED VOL. 8502, PG. 285 y � i y y N/F SUZANNE & JOSEPH MCHUGH /fJy y y I ZONED R-1 z— - --- _ O y y I I s I y y y ' i ,� ��y" •� y y y y y y y y I Q I I m •° � �Y��h�� � �. .. � �� y y y y y y I 1 y y A c t- I 1 N/F 1 } y y y I I t' I TOMMY D. MCFALL ZONED R-1 .m. y 20' PUE . y y y s• '� .•t y y y I / BLOCK 1 y I y y y y y I LOT 1 y y y y y y y I I y y y y r T/ "/..Pfipf I / ` .tet .� ",;y, �`'.'�, '�•�••s—.FT � y y y y y y y y y y� /• I N/F f� • 111 ' - [ . r ,. • k y y y y I y y y I HOMER J. ACOSTA & KIMBERLY KOEHLER •' ` I yl �� �� �� �./ �, �..`���% � �y -� y y y, I y � �• I BUFFER ZONED R-1 WALL & 15' BUFFER ' y I _ I � I y i' - - — — — y _\j y y- �1 - a � - •• rt- .-• a e• ` .. s - •• w 9 .°, .- • W v E E ° TBM 2 10' MULTI—USE STATE HIGHWAY 4 20' PUE &PUBLIC PATH p ACCESS ROW y�/�/ VA1�1 ES `�EMENT "b noulltz Engineering,LLU 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 12-198 MAY 2012 PLANTING LEGEND LANDSCAPE & STREETSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS i 3.5" & LARGER LIVE OAK I AREA LIMIT BUFFER A ( ) �/ 2.1 "-3.4" CAL (Quercus virginiana) (Quercus virginiana) 10 CHINESE PISTACHE (Pistacia chinensis) 300 3000 CANOPY CREPE MYRTLE;' ( } 2.1"-3.4" CAL LIVE OAK (Quercus virginiana) 1.25" -3.4" CA�L LIVE OAK % (Quercus virginiana) �•/ CANOPY NON -CANOPY CANOPY 2 150 300 NON -CANOPY TOTAL CAN O CREPE MYRTLE t� f, TOTAL NON-CAN Y: NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE 1.25" CAL (Lagerstoemia indica) 6 40 240 NON -CANOPY WAXLEAF LIGUSTRUM 5 GAL. (ligustrum japonicum) 90 ;' 10 900 SHRUB TOTAL: 4440 QUANTITY 13 22 BUFFER TREES SYMBOL SIZE NAME & TYPE STREETSCAPE TREES /'� SYMBOL SIZE NAME & TYPE LIVE OAK I AREA LIMIT BUFFER A ( ) �/ 2.1 "-3.4" CAL (Quercus virginiana) (D 2.1"-3.4" CAL CHINESE PISTACHE (Pistacia chinensis) CANOPY CANOPY CREPE MYRTLE;' ( } 2.1"-3.4" CAL LIVE OAK (Quercus virginiana) (Lagerstoemia indica) �•/ CANOPY NON -CANOPY 1.25" CAL CREPE MYRTLE `~ (Lagerstoemia indica) NON -CANOPY TOTAL CAN O Y: f, TOTAL NON-CAN Y: NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE QUANTITY 13 22 BUFFER TREES SYMBOL SIZE NAME & TYPE QUANTITY /'� D OR SOD LIVE OAK I AREA LIMIT BUFFER A ( ) �/ 2.1 "-3.4" CAL (Quercus virginiana) 6f CANOPY 1.25" CAL CREPE MYRTLE;' (Lagerstoemia indica) i 2 NON -CANOPY GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE,)OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST 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. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. A NEW MEDICAL CLINIC MED -LPJT-. US - CSMC 2849 BARRONIt COLLEGE STATION., TEXAS 1950 880 }; POIN S PER PROJECT AREA: 01,196 SQUARE FEET OF SITE AREA 101,1.96 SF / 1,000 = 101.2 101.2 x 30 =3,036 POINTS ADDI IONAL LANDSCAPE POINTS FOR STREETSCAPE: (656/ 50) x 300 POINTS = 3,936 POINTS 4/TOT POINTS REQUIRED: -6 POINTS TOT POINTS PROPOSE :_7,270 POINTS (5,250 POINTS FI ---------------- STAT HIGHWAY 40 STREETSCAPE: CANOPY TREES (1 PER 25'): 300' = 12 CANOPY TRE 7 CANOPY TREES PROVIDED 10 NON -CANOPY TREES PROVIDED* .,;BAR N STREETSCAPE: (1 PER 32') 356'= 12 CANOPY 12- 2 N 22N ON-( — CAI ,NOPY TREES COUNT AS 1 CANOPY TREE )PY TREES (1 PER 25'): 180'(7 TREES CANOPY TREES (1 PER 15'): 186' = 12 TREES LEGEND .J TURF y y y HYDROSE D OR SOD DISTURBECI I AREA LIMIT BUFFER A EA }; POIN S PER PROJECT AREA: 01,196 SQUARE FEET OF SITE AREA 101,1.96 SF / 1,000 = 101.2 101.2 x 30 =3,036 POINTS ADDI IONAL LANDSCAPE POINTS FOR STREETSCAPE: (656/ 50) x 300 POINTS = 3,936 POINTS 4/TOT POINTS REQUIRED: -6 POINTS TOT POINTS PROPOSE :_7,270 POINTS (5,250 POINTS FI ---------------- STAT HIGHWAY 40 STREETSCAPE: CANOPY TREES (1 PER 25'): 300' = 12 CANOPY TRE 7 CANOPY TREES PROVIDED 10 NON -CANOPY TREES PROVIDED* .,;BAR N STREETSCAPE: (1 PER 32') 356'= 12 CANOPY 12- 2 N 22N ON-( — CAI ,NOPY TREES COUNT AS 1 CANOPY TREE )PY TREES (1 PER 25'): 180'(7 TREES CANOPY TREES (1 PER 15'): 186' = 12 TREES LEGEND COMMON BERMUDA TURF y y y HYDROSE D OR SOD DISTURBECI I AREA LIMIT BUFFER A EA SCALE VERTICAL HORIZONTAL 1:30 PLOTTING SCALE: 1:1 FILE NAME: 12-198 CANOPY TREES = 72%) REQUIRED REQUIRED - I I I I . . � I I I � I . I � I I I I I I . . .� I I I . I � I I � . I . � \ I I I I I I � I � \ . � I I I . I � I � . I I � . � � I .1 . . I � . I � I I . I I I � I . . I I I I 1. I I . I . � I I I I � I I � I I I I I . I \ I � . I � . . I . , I � . I I . I � . � � . � I . I 11 � I I I I � : I � � I � �� I � I I . � . I . � . I I I . I I I . � . I I . . I . I I I � I I I I �, I . . I . . � I I I I I . - � I I I . . I I I I . I � � . I � I I I I �. � I � I I I . I � ,� � I � . I I I I 11 I I . � � . I I I . I . I 11 I � � I I . I I I I � I . . �� . I I . . . . .1 � I I � I I � I 11 . I I I I � � I I . I � I I I I I I I I I I I ,. . � I � . 1. . I . � I � � . . . � I I . I . I I . � I I . I � . I I � � I I I .. I . I I . I I � I . � I . . I � I � I � � I I . ... . � � I . . � I I . . . I � � . I I I I I . I I . � �� I I . . I � � I I I I . I I . I I I I I � 1, I I , I I � . I I I . � � . � � 1. I . � I . . . . I I � I I I . . � � � � I I � I � . I . I � I . I I � I � I � I I � �, I I I . .11 I I � I 11 . .1 I � .1 . . . I 1. . � �. I 1. ,� I � I I I . I � I I . � I I I I � I I I I � . I . I I I . I � I I I I � � � I I I I � I I .1 ,� I � . I � � I � I . I � I I I I I � � � I . I I I . � � I I ,� I I � � I I . I � I I � . I I I . I . � � I � I . I I I � . . � . � . � � I __ - __.- - - � ___ - I I I I I . I � I I . I I � I I I I I � � . I � I � � I I . I I � I 1 . I � � � I � I I . I . � . . I . I � ., 11 � I � I I I � I . . I � . I � . . I � I � I I . . . I I I � I I II � I �'� I I le � � I I � -_ - --- - .. I . - _____ -_ - I I e . I �. . . � I ., I I ,:, II I � . . I � - I I - M � . _� 1, � . I I I � I I I I I I I I . . I I � I I . I . I I � � I I I / / I I 11 .1 I I , � � I I I . ��; � � � I I I I . I I I I � I I � I . I I I I I I... � . I . � . I � � . � I � I ,.1 1� I I . I I I � I I I I I I I I I I � I . � I 11 � . . �: � 11 . . Z . / I I I \ � I I I . � I .. I . . I I I I I I I . I I � I I I � I � I 2 �, . I I . I I / I � I I � I I .1 . . I I . � � � I .. I . I . STEEL REINFORCING BARS * I I � � I * I I . . I I � �. . I ., I . I . I - � � � I . . � I I � . I � � . � I � I I I . I �. � I I . I I CD . * .� I 1, I � � 1. I � I . I I I SITE SPECIFIC NOTES: �, .� I . I I I I . I . I I I . -1 . � . . I � I I 11 �_ - I � I I /I I � . � I � � I .1 � I I ��; i I I .. . . I � I I I I � . . I I I . 1.11 I . . I I � " I I I � � . . I I I I . I I . � I . � I I I , . I � . I . 1. I I I I . /� C-) I I ,� \ � � � I I I I � . I � . I � I I . .. . I I � I . I I I I I . I I � .1 11 I . I I .. I � I - . � 1, I .1 � I � . I / I I I 1. . I . . . I � I I I I I . I � . �. I � I .1 I I � I . 11 I I . I I I I I il I \ -1- _I-;- I I � I . . . , . - I I � . I I 11 1 I I . I 01. THE OWNER OF THE PROPERTY IS THE DUNLAP FAMILY TRUST THE SUBJECT PROPERTY IS LOT 1, I I . I . 1. . I _1- I � � I I I . � I . � I � - I I � I , � � I . � � - I � I . . I � . I I � � . I � I _ .1 . I -, - " , - � , 'I � - I I I I �, I I I � . � I � I . I .1 I I I .1 . � I I . � � I I I . . I I I � I . I � I 11 t� . I/ � . 1:, ,_ __,'___, . I . \ . . .� . . I . � I _ � . I \ .A,,�,�.,,_ :��_, I 11; , I � . . � BLOCK 1 OF THE HAPRER'S CROSSING SUBDIVISION, PROPERn' IS ZONED PDD . I � I . I 11 I . I I I / , . � 'I, ,,, I i � I I � - I 1 40., , I I � � �. I . . . I I I I I � � . � I I . . � I I I � � � I , I . � 11 . I . I � I . I I . I I / I � � � I I . .1 I � I I I I I I I I I � � � � . I � � ,� I I i . 1. I ., .. . I I . I I I . 11 �� .. 11 . ,. � I . I . -_ - � I I . I . I . . I I I . I � 1. .1 .� . 4 I I . . I I . . 1. . I � I 11 � I 11 � I � - I . I I 11 I . � � I . � . I . . I I I :. .. .. " - . . - " �' - :. / , " 11 .i * ' � I I I . I � I I . . � � . / I � . I I � . I I . - � . I I . � . I '. . .! I , - .1 , I . � . .1 '-. 4't - 4 " '' - . I . . � I I I . . I � 11 I � \ I I I I I I � � I I � � . 4. � I ,, :.r - _L_ �, . 2. THE DISTURBED, AREA FOR THIS PROJECT IS 2.26 ACRES (98396 SF). . � � I I � I I I � I . � . I . � I I � , : . � 11 . 1. . 4 , , :.� , - 4_� :"�" _;rz �. --W-:,`--`-' -�-,d�-.--r -- X I I I - . . I . I - - - - -284- - - - - EXISTING � � . . I I I . I 11 . � . � . I I I . I Ii � . .: I . I � � I � / I . I � � - 11 . I : I . I . � , . 1. I I I I I - . � I . I . . � I . I . -I. . .� .. - % - . .. 4 - I . . . Z . ,1- - 4' - . . , I - . . - '�. -- � I I I . I I � I I I . I � . . I � I I . 1. I . . I . . . I I � I � I I . I � . � �, . . .. . 4 , � . � . I I � . 11 .1 �. I I . I . � I I . I . I � I � � � � I � . I )RMATION AND DETAILS WILL BE PROVIDED ON THE GRADING PLAN & DRAINAGE � � � � . . . 1. I . I I � I I . I I I . . / . � � I I � � . . .1 . 1 __7 1 1 1 . I I . 284. 1 1. . � 0 1 1 1 . I . I I I I 11 I . 71'' , , , * . . . . . . . Z.Z. ././. I � . . . . . . . . . . . I I I . I I . . . � � I I � . I � � . . . � i �'�.���//,?�/��,��/�//*``**���"`�//*`���������.,,, - � I � . � . I I I � Uj .11 I A . ,. . � � I / / / I I . . I I I I . I � . � - I I I : . I � � . . � % , Z I . . I . I . . I I � I I I I II , .b I I . I . / Cb � � \ . . . � I � I � I I I 1. . I I . . ., � . 3. , DRAINAGE NF .. - � � � � I I I I � - - - - - - - =-I - .. - - - I - .. ,.. .. X I REPORT. � I I I I � . . I � I . I � � � . I � 0 I I I I � � .� I / . I I � I I . . � I . I 11 . 1. . I� I .1 I .. � 11 I � . 1. � . . � -, -, -, � Z, " ., I . � I . � . . I . . I . � I I . �. I I I I � - �� " � I � . I I � � I . 1. I I I . I * 11 . I � I I I . SONOMA - PHASE 1 . . I � . . I � I . . 11 I � I - I N � I . � I I . I � I , I .1 � I � .11 . � "I I I .1 . I BOUNDARY . � I � I . . � I � - :5 . I � I , I . , .1 1. � . I . . I I � I I � I I .1 I 1 4. LANDSCAPING AND �IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE .LANDSCAPE & � � . I � � . I I � . I � � . I . - , I I N/F /. I � I PLATTED VOL. 8305, PG. ,233 - � I . . I . � I . I I I I . � I I I I �. � � I I � . � 11 I . a- �) . I I � . � I / . . I . . I � I . I . � I , I . . .11 I \ .. � I I I � I . I � I . I . � . � EXISTING STORM - I . I I I ,� - I I I - ,� 11 � I � . � I - , � I . IRRIGATION PLANS. I . I � I . . . - I . I . U -i . SHANNON WALTON / . I � I I I 11 � . I I I 4 � . . � I � � 11 I � � I., . � 6" LIME STABILIZED SUBGRADE � . . I . � I I . I � � I I . I I .. . . . I . - .- - 1-� I -� �. -. PUBLIC UTILITY EASEMENT - ,� - I . � I I I I \ Z . SEWER INLET I . � / . � I I I I . " . . 1. - . � I - I . . I I : I ,� I I . � I I .1 ''I . 1, ,� � . . I (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) � � . I I I �. . 11 1. � . . I I I � 1. � I . .1 I . ,� , I � I 1.� I I � . ,� I . �. I / � � I . � 11 I I I : I � .1 I .- - � - ,. - . - I I . I . I I . 10_ .., I I . I . I . I I . I . . . - 1. I , I I I .1 I I 11 I I I I I � 5. THE IRR16ATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR ,TO C.O. . I . . � , I I � I \ � I / , . . � I I I . I . I I I . . � I I I � � I . I � I - I � I � 11 I . I � . 1. ... PRIVATE ACCESS EASEMENT . � I I I U) I � / . .1 I I . � � I I � , . I . . . I � . � .1 I . I I � .. a . I � � � . � � I .11� � I � . . . � I I I I I . I I � . . .. . . . 1. . 1. I � I � � I � . I I 11 . I . I . . .1 I I . 11 � � � -----------: - . * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN � I � 1 . � . ,�\ \ W , 1. I ll I .1 � I I I ' / ca � 11 I I I . I I : . 11� I � I I I I I I I - 1, 6., THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE 11-B OF 5,240 SF IS -' I I . I. . 11 . LOT LINE ,. .1 � � .1 I . � � 11 . I / � . I I I I I I � � . ., . - I I . I I . . I . � - I � 11 I � � M .1 1. / . � . . I � � I I I � I * 6" PAVEMENT - USE #3 REBAR @ 12" O.C.E.W. 1,500 GALLONS PER MINUTE. ONE HYDRANT IS REQUIRED. - . . � �. I .1 . I .1 .1 I . . � . , ., I � . � 18" HDPE I / N/F . . I I � . � � : N/F � I I I � � . I I I I ,OR USE #4 REBAR @ 16" O.C.E.W. I � 1. I I I I I � I I . .. � I .. I . I . RRE LANE---- � FIRE, LANE I I � . I � . � I I . I � . I � . I . � . I , . I . . I I I . . I . I I . I I I I I I . I I � I � I I � \ , . . I 'JENNIFER & RAOUL ROLFES I I I � N/F I I � � 1/7. �� � � 11 � � . I � � I : I I . I I . I I 11 .1 I . I I � \ 0 ' **. STORM SEWER PIPE . SEWER PIPE � / � S , ' � I � I I . 1. I I I . * 5" PAVEMENT -, USE #3 REBAR @ 15" O.C.E.W. V TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. I I . � I I � I I I I I � � � I � . I . 11 � I - - � 0) � . ANITA WHITLEY I I I I � I � � I I - ST � 10 � I I � I I � I I � . ST ST ZONED R-1 ; . I . � . . I., � . EXISTING STORM SEWER PIPE , I *� � I I I I I I .1 I I , I 11 . � 11 �. � I 11 I I � -H 1- I � � � �. I I I I I I . I � I I � . . . I 1. � . I . . � . I . . I . . . / I . - I � I - ZONED R-1 I I � I � I I . .1 � - I - I I � . � I � � I . 1. 1, . I . 11 � � 11. EXTERIOR. BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.1 0 OF THE , - , � - ST - ST - ST - � . EWER PIPE � I . : - - - - BUFFER I I TYPICAL CONCRETE PAVING SECTION � � I LEFT TURN � I WALL - J . I �. . I � �� I . , � .-.. I I . � & . 15'_ BUF I FE I R 11 L_ - - - - -, -, - __ - - - , I 11� ... I � I . I I I � � I � � . I I . . . I I I I : N.T.S. I I � I I . � . � � UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE i � � I . � � - - . I � I 11 I LANE (SEE \1 '' . I -1 - - - � 1 I - I - � - - , - - � - . .1 I - � .. . : I � . - . .1 1. I . . � � ,� � . . I . 11 I I I I I I . . . 11 I � �: HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HCRIZONTALLY. FIXTURES WILL BE . � _W-4 I I � 1. . EXISTING WATER LI I NE, . - I � . I . I I � . PAVEMENT _;- . . ... .... . 11 . . . S450 57'15"E - 348-4!;- - . . I I I - .� - J I - L - - , . - I � . I -1 I I I MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY . - I . I I I I . I � I., I I � 11, 11 I � . . � I � . . � . . � � � � I � I . I I . I � � I I I I � PLAN) !, <� V.1 . . . I . I � . I,- 1 O' P. U. E. , � � . I . . � . I � � . � . I � . � I � PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE W-8 1 1 'PROPOSED WATER LINE - � . - - � - * . � I GENERAL NOTES: I . I 1. . I - � I I I I . . I . . .. . � Z � � 1�1 � : . 11 - I I � � � .1 . I . . � � I 11 I I .1 I I I � I , � � . . /-" I � I � � . I TIME OF BUILDING. PERMIT AND CERTIFICATE OF OCCUPANCY. I � . I I I I . . � � 11 K 1-1 I . � I � ........... I . ... ........... ��� . I I I I .... 1_-� 1-11 � � . .1 � i � - � I . . I I . I I . 11 � � I I S-8 - I . I I --T I I I � � I � . 11. THE . CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION . I v1 2. ACCORDING TO THE FLOOD INSURANCE RATE 'MAPS FOR BRAZOS COUNTY, TEXAS AND I . I I � I EXISTING SANITARY SEWER LINE � � �� I,\ \ X . _. - - - . // ".�b "I ..-" ----"-' I'll .1 . . . - I - j , I "I . I I . � I � � � . . I I OF ALL EXISTING UNDERGROLIND UTILITIES. NOTIFICATION OF THE UTILITY . � I I . . I � I ,�, I I I I 11 � � I . . I I .. . I �� . � I I .. I � 1-11 I � "I � . ,-/ ,,, , I . I : -1 � I I I I I I 200C EFFECTIVE JULY.2, 1992, THE PROPERTY IS -11 S-8, PROPOSED SANITARY SEWER LINE � 11 I � .. � I . I � ,� . . I I � I � COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. . I I . 1. I 1. - . . I I I � . I I . .. . I / ----- 'T T . / --- > / 11-1 11.1 I I 1-1 � 11-1 I I I.. . I � I . I . . � . . . NOT LOCATED IN ,THE 1 00 YEAR FLOOD HAZARD AREA. I I � . � 1� . .1. I I . JUNCTION BOX ... I 1-1. I . I Z . . I . 1-1 I I . . I I 1�� . � I � � � , �, � DIG TESS: . . 1 -8377 1 � �� � I . 11 . . I I . I I I h .PROPOSED.6' DUMPSTER SCREEN FENCE ,� I \ �. 't / to , T "I � -1 � I 1_1� I I . I . � I I 1. -, � N/F I � . . ,(800) 344 1 � � .1 � I .. � . ' : . � . . I I � . . I � � I . r I . I I I . . I I . �-., I " 1-i . IKI I /11-1 I , I . I I I I I I � I � � I I I . I . � . �, JONATHAN & I I � . � ATMOSIENERGY: . I 1 (800) 545-6005 1 1 1 � I I I � I � I I . I I �� - . I 1. . � ,� I \ I , -, N �b I 4 ,�7. . 1-11 .�11 I � I . I � , � , . I I I I . 1 13, PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS: SHALL BE PER CONSTRUCTION DRAWNGS � I -ru ,R) , I., - -I' � . . I I'll, I I I � � I � I I I . "__ � I . 'BRION PAMPELL I I -1 � . � . � �. (800) 344-8377 . I . I I I � I I � TITLED, "CONSTRUCTION. DRAWINGS FOR PROPOSED PUBLIC WAI'ERLINE AND SANITARY SEWER. . . I ----D -------- 0- PROPOSED BUFFER WALL .. I I . . I ... � 1\ 1�� � .,� " � "Ir I I "I PROPOSED I I I I . . . .�_ � � I , � I I -1 I I � I . I I � I � � I �� . 11 I . � � �.. I I I . I I I - . I . I �. � 1. � I � I \ - i 1 153 t. - I "". <-- I 1-1 I � � - - � I 11 ZONED R . I . NICATIONS: (979) 846-2229 . I I I � IMPROVEMENTS HARPER'S CROSSING SUBDIVISION. 11 I I .1 . � . I I �, . .� I � I I I � . � . � � . - I'll � '__ DETENTION POND __ - - - � . I ,� � � I I � I I I . 11 � I - � � I . .1 . I � � - � I � GAS GAS PIPELINE - � . I I I . I � . � . � � . I . I . _� .1 < �"_ I � , . . I I � VERIZON: .� 1 (800) 344-8377 1 .1 I . .1 I � I I � � . 11 � , � I . . � I .. � I . I .1 � .1 �. 1. - I "I'll I \ I .. I rl . /4 Z I _� . I .1 . <_ I I . I , I I I � . � . I . . . I I � I . I . I I �. . I 11 . . . � , � � . I I . -_ . . I I I I . . I � I . � 'URB UNLESS . . EXISTING WOOD FENCE . .. I - . I I X .1 1_� .j . � I � 1 114, ALL, RADII, AND DISTANCES ARE MEASURED TO THE BACK OF C . OTHERWISE NOTED. _// � I , I _- � I � . I � I � . I I . I . I . I I I I � . 1. . � � I � . . I I I I / I � I 1-1 . I � � �24 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS I I .1 . . � .1 I . 11� � . � .� � � . I .. I I I I I lb- V � I I/ T "I , � I . I � 1_� - - - . 1� � . . I I . I I � I 11 .1 I � � I I I .. � I I � I . . I . � � , . � I I . � I I ..' . I � I I I NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE 15. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEME14T PLAN FOR PAVEMENT DEPTHS. - - - I- - - - I . � . , � I � . -P, I . .- , 1.11 � . . . I I., I I I I � . . 1. � � . I � � 11 - . � I � I I I � I 11 I , , I � I , PROPOSED IRRIGATION SLEEVES I � � V31 e, / ,-,o 1-1 , I I .1-1 I I . I �, . I I I . I I I . � � . 11 . � PROJECT SIT[-. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND � � � I I 1. .1 � � � � .1 � .11 1. ,� I I . . I I I . .1 11 - . � 11 I � � 11 I I . . � I I ,_� 1. .. I I . I I I . � . I � I I 11 �. ,� I . ' . I . I I � 1. . I I I I � I I . I . � - 11 " I � � I I I -,E - E - E - E.,- AERIAL ELECTRICAL I � � I � : � -11b � Z I . � 1-1 * . I 11 .. � I . . I I SILT FENCE AS NECESSARY. � I 11 � I 1 16. ALL U11LITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN .ARE . . � .. � � I I � . I I . I . I I . � I / - . - I-- I I X -1 I � �. . I � � I ,� � � I �� I . � I � I .1 . I . . � I � � I I � . . .1 .. I � � . 1 - . . I I - 11 I . - I I .� - - I . � I . TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED 014 CONSTRUC11ON UTILITY MAP I .� I I I � I . I . " . I. I � - .� I \ \ 1. I // ___'� I ., ell 1-1 I .� I � . 1-1 10_ - � ., � �. . � . I . I T . � � - I I - - -1 I N/F , I � 3. �THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION . . ,DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD I I . . I � . . I ,. - I t I I :� .. . FIRE HYDRANT I I I I � I � I . . . I. I I � PRQ�OSED � �, . I . . I. � . � .1 � - - I I .BRENNAN PATRICK . I .1 .11 I 11 � I � . I 1. I . I � I �. I I � . � -.11 I I . � I . . I . - - " � . . I AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS - I EVIDENCE. SHOWN POS11IONS MAY. NOT REPRESENT AS -BUILT CONDITIONS. . I . . I � I . �� I � � .1 . ., I I . � . .. � 11 . I 11 � I . I ,�, , � � . . I I 1. . I � I I I � I � - I I . . 1. I .1 � . I \ I I I Ir- X PROPOSED T . I I I I . � ", .. I � . � , � I I BAJDEK . � I � � I I . � � . .1 I I . . .. . 1. .. I � � I GATEVALVES I I � I � � ,, . . \ .1 ., I � I . r� I FALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL � I 1 4 . � . I � . � I I � I I I 1. . - - . , � I I . , � . . 1. I I I I 11 I I . . � . � . � � . 11 I � . I I . . I 1 15' P.U.E. CONC. FLUME I M STRUCTURE I 1. I .__`� I � � . � I �ZONED R-1 I � I . . I � I - . 11 I .1 . � � � I I I � �. I I I . I �. I I � I I . I � TY OF COLLEGE STATION UNIFIED I . I ,� 11 I . I . . . .A .. I � 11 . . I = Im mill = = ='fim = = ffm = . I I REMOVE ALL MUD DEPOSITED ON THE ADJACENT I STREETS AS A RESULT OF THE : 17 . BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE Cl . I .. . I . � I � I � I \ ...; 1. "I, a . I / - . I � � - JIM = = 1111111 EN I ., � CONSTRUCTION OF THIS PROJECT. I I DINANCE. 11 . I I . . I ,�. I ., I I PROPOSED BIKE RACK I . I I 1. Z I � . . 4<D" I . . 1-11 = = = M I . � . 1. I DEVELOPMENT OR . .. � I I I I . . � � I I 0 � 1. I � I � I I _j - I � I I I ,. I . � � I . . 1. I - I � . . I I I I _� � ,. . � 27' , * I / I I I 1-1 � I I � �. I . I I I . I � . I I I 11 11 I I I I I I I � I . � 11 I . �.� I . I .1 I . . � 11 . I . � I I . . I � � � - * / / . I � I I I I I PROPOSED SIDEWALK RAMP I . I. I I . I I I I � I . . , I/ I � . � . � I I a . . I I - . � � I I e I . I T � I I .. I I � I . �. . . .11, o_l .. � I I . . . 11 � 4. THE CONTRAC ,TOR IS REQUIRED To MAINTAIN THE TPbES GENERAL PERMIT NO. TXR V1 8. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SFALL BE SCREENED FROM VIEW,OR � . � I I I � � I I I I � I . I . . I . - 11 . . / I . � Z I-, I / . I I I � I � I--, I � � I I I I � I . �� I . . � 150000 REQUIREMENTS FOR CONSTRUCTION SITES. - � I � I ISOLATED SO AS NOT TO BE VISIBLE . FROM ANY PUBLIC RIGHT . OF -WAY OR RESIDENTIAL DISTRICT . I . . . 07 � � . I . I I I � . to I . . I � / I I � I � � DISTURBED AREA, : I 1. .1 [ . � I I . � � 11 I . . . . I I I I � I I � . I ,� I � � 11 : I I I I ER JUNCTION BOX � . : � I I � r-) I I ., (6 1 . 71 . I I 1541 - Z I . .1 I � � I -` LIMITS � . I I � . I � . I I . . .. I .1 . . I ,:. WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT :5 FEET ABOVE GRADE. SUCH I I . I . . 11 I I �� I � . I � . � I < . , .� I - I � . / I I I I/ I/ � I I � I _-_1 I . I I I � 1 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER -: . SREENING SHALL BE COORDINATED NTH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A I I N I 1. PROPOSED POND OUTLET STRUCTURE � I � . I � � I I I - I-- �� - C, 1 4 1__� - - - __ _ - - - - __ � -1 � --_11___1__ - I I I I- _ I . � I I ,� I I : � . . I I . I - CONSTRUCTION -IS_ COMPLETE BY HrDROMULCHING AND, SEEDING ALL DISTURBED � ,�'. UNIFIED APPEARANCE. , � I I I . I . - I- - - I ,- � - � , � - --' - _----: __ - - - - .1 � _____ ___ - , " - I- __ - __ - - - - - , - - - - - - 1. . I I I - I - - 11 . -1 � __ I I I I .� I I � - . I � [....... -;_v , � I - I i - - I I/ � I . I I I .. ,� I � I � . % 11 . - � N I . I I I I I I I I . I I � � _� - : *...". ".... , '-'.! � :� � � I � I I . .1 - .:- -_ . .. 1. � I I . , . � .. I . I AREAS. . �. ,� I 11 1. . I . I I I � � . � - I I . 1. . ,� ,�� I -1 1. I � . � PROPOSED I � . I I - . I 11 . I I I � I I - � I I .. �. -_ ; -1 1� , SIDEWALK - -1 . ; -I-- _.JIY34� �: / _ - - - __11 .-/ I X 1�/ . -- � . : . I I I � , _: ,- �- ��_- d I � Of (2; \ � !.. ,11 I 11 ,- � I . I -_ -_ I I I � 11 I . �. I I., � . ,-' /F , I I � .1 � , I . � � I � I I 1, I I �. , � ... - ... , �] . ,. . � � . . � I . . . OD I I I Z .515b . I � I � �.. .11 . 1. . . I 1. . MICHAEL & KIMBERLY I � � . I 11 � I I . I . I . � I I � I \ .. I . . . �� __ � 11 � I � I . I I I.. I � . ._1 I ,� �. I � � I 1 19. PROPOSED ,SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE NTH THE UDO. , I I I . ,� . I I � . I I I . . I I � . � � � � :. \ . ,,/ , � � ',� -1 I � � 11 � 11 . I I I I �. . � 1_� � . H., GUESS � 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF � . �. I � � � I I I � � . . . I � I � I . . - � . I . . � I . I � I �, I � � I 111111111111111111111111111111111 � SILT ,FENCE � I � 1. I 11 . I . I . 11 i �7 n� � 1\ I I I - * � � � I I I I � I 1. � I . . I � I I . . . . I . � I I � iI . I � I I I I . I I . I I I i � � . I-, . I . I I I � I � � '7 1 � I � . I I I I I I . I � I - � � I . I � . I �. I I . � � I � I 0 . I \ � � � I - � -1 . � 1. � .. � � . I I I .-O� , ,ZONED R-1 - � .. BRYAN/COLL-GE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. .1 I I I � . .1� I I I I . I � I I � � � .1 I I - � I . . I I - I . I I . 1. . . I � I 1"?, - \ 1. I . � 11-1 I I � I Z . 1-1 � . � I . ''. . . .. I . ,� I � I I I � ._� I I . I . �. I � I . I I.. � I I I . I . I I . � I � � 0 \ .. `_� - . . � . I � . .1 � .1 . . I I I - I � I � � I I . I . I . I I . . . . . I I I : . __� . � . I I ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE , � � I I I � . I I I .1 I I � � I � I I I . . I � � I � I I . I � ry 0) %. j . 7 I 11 4 �. � 1Z . I I Z, I . � I I .,/:- - �, � I � � . I I � I � . I I �. I .1, � I I I . I _. I I . . . � I - . I . I I � . � � � . I I I �, . � 1. . 1. � I . � � � � I . , / ,334 .. I ,, I : . ,/ � LOT 2, BLOCK.1 . I . .1. . - _. � . I 11 I I � AND WELLBORN SUD STAFF. � I I . 11, � � 1, � � I � � I I . I . 11 � I � I I I - I . I I I � � I . �, I I . � I I I * � I .1 I � I I I I � . . < \ I / � , � � I � I � I I . � I I I I I - I . I. � I .1 I � . 11 . . . �. 11 I . I I : � . CONSTRUCTION EXIT �: : � , - � I I . . I � I I I/ . I � � I � I . I � I I � I � I � I . I . . � I . . � . . .1 1� . I . . � I . � � � � . . I � � . I . M � - / I \ � I I R � � -- V . I I/ . I I I I I �. � . I I . � � I I I . � . I I � � . � I I � �� � I., � 11 :, I - .� . I I I � I . . � � . �. 11 I � � I 11 . I .. . �. I I I .1 � . . I I I . . I',' I/ � I . � I I I . . I � I/ � � I � I I I . . � . . I I � I 1� i I �. . � � �. . I I � I . . . ,� I I . 1. . 1. I � I .11 . .. I � � � � . I . I I . � 1. . � I � I � . . I I . �: . � 1 .7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 I . . � . � 1. I . ,� I I � I . 1. I I . . � 11 � . � . -\ \, I I � � � � i 11 X, I I � � 1 17 � � .. I . . . . 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I � I . .11 � . � . �. I 11 I � � I � - , ,\ I .1 I I .X � 1 __55,1 1 1 1 1 � I I .j PLATTED VOL 8502, 1 � I I 11 . I . � . 1. 11 11 I I I ., I . I 11 � � I I .1 I I . I I � I I I : � I � . 0 1. I I I � � . . I � � I \ � I I � I � I I �. . I I . I 11 . _ 1. I � - I . I . I I I I � � � � � I � . � � I � 1. � � � . . : �t � __1 1-1 11 I � I/ 11 I . I ,.,�.w_l � I . I I 11 � . (� it ESTABLISHED. 11 I I .1 11 I � I �� 11 I I 11 . �. . I . . .. . I . - _ � . .1 . . . . � � I I I I I I I.. I 16 \ � I � I . I . . 11 I 1 128*5 I � ; , I � . 1. I I - I I � � I � �. I .1 � I .1.1 I I � ,� 11 I I I I � . . .. . . I I � 1. I I � .1 I � I I . I � - � � � . .1 I . . � � � � I I '�, . I I 1�1 I I I � I I I I � I � � I I I . � I -1 I I I PG. I I � ) . I � .� .1 I . I I - I � . I . 11 I , � . � . .- , I � I I � I I � � ) . 11 I I �� \ - I -1 I/ I/ I . . . I � � I . � I I �� . . 20' P.U.E. ,�� . � - I I � . . . - I . . 1. . . . : . I , I STURBED I � � I I 1 1,4 . I I I � � I I . I I -) I 1 9. INLET PROTEC ,TION TO ,BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS, . � . . I I . .. 11 . I . � � . I I . � � . 11 EA LIMITS � I � I I " I � I I . I 1. . . 1\ . I . .� 11 � 1 � � . I � I � I . I : � I . I . � . . � - - 6 � � I I I I .ADJACENT TO THE PROJECT SITE. I � . I . . I .� . 1 5' , I . � I 1 O' P.U.E. 11 � � N/F � I I . . I I . .. - I � I �� � . . . . � I I 11 � .. . I I - I . � � . �� I ,. I 1Z III P. U. E. -1 � PRIVATE CROSS � .o_ 11 � � � I � .1, I I I . . I I � �� NE & I I I I 11 � . �. I I � I I I . . I � 11 I � �� I . 11 . I . � . . �. � . � I I . I � � . .11 .. I �� I � . I . � �.. , I � ,� PLI��! I � / 1%_� � � � I .- - - I I � I-,' 1. I I I . . I - 11 I 80 JOSEPH MCHUGH 10. C I � I I I I 1 _0" , . - � 1. , I . � I I � . � � � I I � I I I I I . � . IN I- I I - . I I I/ . .1 I . � I . � � � I . (0 I � . . ONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KLING I 1. ,� . I I 11 � I : . � ,,I I � I I I 1. .1 � . i - 11 ." I � . � . 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I W/. . . . . .. . . � I I 0 -III I � -.1 1. � . I I . I 11 I � UTUTY DEMAND , , .� . . . . I . . � I N/F . I aM � I . . � I � . I � I � � I . I I I � I . � � 1. � � . . � � I I . I � . . I I 1\ , AUULZ�Nbl_ - . - - � 1__�l � __� \/ / PI W : I I \ I r. / HOMER J. ACOSTA & I - . � 1 I___3'6'--�-15'! 30* min. 30" min. 15'-",-[--36" . I I 1. . . I I I I � � 11 . I .1 . � WATER DEMAND PER BL!I-DING � I . . .1 I I I I � - . I I I 1\ I ROUT 11 Ic!a . - I ' rl KIMBERLY KOEHLER I I _+_� -1-1k � I . . � I � 4 � 1.� I . . . I I I . --- I I � R POSE --, \ I . . . � . I � . � 1 18" DESMATED � � I I I ,. MINIMUM I I . I 1. - \ . . . . 340 - I WATER, ME I tm, . . I . I I � I I I � � �, I . � I � 11 0 GPM I I . -_ h OT To SCALE \ � 1�- BIKE RACK - - - ::::: .__��, I . . . . I I � I I . I I . - . I I . . I . � . I � � . .. I I - - I., . I � . . � . AVERAGE - . 1. I - --- -_ I I � \ I I I � . 4- - Z ) , I I . I . I . . BIKE RACK DETAIL � � I ::. � 10 GPM 1���� � .. F\ , 'IRE] E I i , <.- . .1 --> � 1\ I I .0, � � I � �� I I � .1 I � I . . . I 11 I � . � . � I . I . I 1. I PARKNG I . I I . � I . I I 11 . MAXIMUM (PEAK) 38 GPM ,. I /11' I I , � � � I I � , . ** : I 11-1 1-1 � � I . I I . , -PROPOSED--> � _�D I 11:111, ,�., .1 / 1. , . __ - .41 ''I �. .�, I - I 11 N.T.S I . I I �. � , � � � I I I .1 � � . I � . I � I I . . � . �. .1 1. 11 I . .. 11 11 - I �. I 1. I � . I ,� � 1" DOMESTIC WATER METER . . � I I . NEW MEDICAL , Ic I - �., 11 1- A ADA SIGNAGE . \ PROPOSED 8" . ,I, I � I � . . �. . I � . � I I I I I � I . .� � I . I . '_�_, �, - - - -ILA, 11) T ___�_, ) � I � / I I - � I - � ''I . . . . . . � � . � . . . .1 ONLY . . . I I I � � 11 . I I I . . 1. � I � � . . � . I * C4 0 . 1 ....... . "" - I .1 I . . . .1 I � � . . � I I � � . . I . I � I . . .1 - . I I I I � I . I 1-1 -_ I . LP \ I <P I \ , � .WATER LINE 1. I � R5 I I - - PROPOSED � - . , 1. � . 1� I I � I I I I . I � I . I � � .. I . .1 I � I I I I I \ I � . I � I � I ), I I ;; I . . . I � A , I I . � � I I I . I . I . I I . � I 11 - I - ... I 11 � I I I I ,� I I I � � � . . I I � � . "I, -.� � -_ I � I - \ *__MW,1:;Sl - I . . BUFFER WALL . / . �� I . I I I'll I . . � � .11 - �. I I � I I I � � I � I . I I I � I.. . I I.. I . : SANITARY SEVER DEMAND � I ,n � I � . 'I � I I - , � I ... . 1.11''. .. . .1 . I � I .. I . I I .. - �.. I � I � . . � 11 - I �11 - ._� __ \ __ I � � & 15' BUFFER ' ��) . . -1 � . I I . I . . I I I I .- I... I � I � .1 � I 1.11 � � : .1 � � . I I . (O 90% OF WATER DEMAND) MED PLUS - C:)m 1, . - 1- > � --- � P_ NOTES: � . ---;__ - - - - -56,N - - -��- - -, __ � - � . - , - �_ - - __ ___ - __ �_ - - ----,. � -, - - - I - 11--11 . - -, � - __ , ., I � 11 � ---- - I � � 1. . I AVERAGE 9 GPM - -_ \ .. I I - � ,�_ ./ PROPOSED 4" 1 . � . I � , - . � � � I .1 � . � I -, � _ I _�_ - --- � I . b, . 1 /I __ � , - , . , I . I I - r�'k "!� � I . I . I I . � I � 1. . I � - � � I . - - � - � . - 1, �P' � 1�, I - . . I I � . I . I I I I � . - : , � � . I - I I I I -_ ZO' P.U.E. I - - - - - - - - � I � . I MAXIMUM '�PEAK_) 34.GPM , I -A �S_ t I "I 1� . . . I . I � � :-_!.��, __�, - - - - . IRING-110- / I I L - N . : 1. . . / I - - \ I. I z , . I . . I . . � I . � I . I . I � . 1._ SIGN SHALL COMPLY WITH,, THE CoCS I I I � � . . : . 9 7C% � � I ell 6918/231 . . - __ - - - _. - - - - - � . SLEEVE (TYP.) I 11 �. � I I --------- 11 �� � ''.. I � . . � .. I I 1. . I I I � . I � � 1 3.1 1 1 1 01. � - _ - - � I ,I, � I I 11 I . / . . I - E ,� � I - . I I . . I � I . ., I I I � FIRE SERVICE STANDARDS. I I I I � I I I � 4" SANITARY SEWER. LINE I .1 I I I - I - .1 � EXISTING - .o-' I -------- I . � I V .. I I I . � , , ..._� j7 2 - M ir2-m- - , � I � . I . .1 1. � .1 I I 1. I �� I I I I I I . . I I . 0 5.3% SLOPE . � . � .. 1 tI2-/>---7,- . .. _1 . � - ..: ----- :::��� I , I I * I . � I I 1 -4 � �, E �_ I I I I I I � SIDEWALK I I - ira-M ; \ A- ... .. ..... ... ! , < ., % . ..* * I / i.: . � " _� I � I I I . I I � : .. , " ---! ? .* - - ".. . .. . � � I I � I . I . � I I . � , - . � . :1 . � . * . � '\ 'A' -A .. � ' I" �... 4 - .. . . - - * I ��, � i I NOTE: ALL CURBS 6" IN HEIGHT �� I - I I FIRE LANE SIGN DETAIL ,. I I., � I FIXTURE UNITS = 77 . . :'. tra /A 777--7-7-1=..: - .,"..'� I.` '.1 , I './ I I _� A I � I 0 , I . I .I I BLOCK 17, LOTS 1 AND. 2 1 � .V, - - I I I � � . , .. .:..:;... ..,,h. .1. . .... . _ -_ I I . I � � . I I I— 1. - . I � . . I � I . . '. - . I. . W . - .# � ... A . * ! - 1. " ... . .; A - ,, - . to: .. * UNLESS NOTED OTHERWISE. I I I I - . I �. FIXTURE UNITS ALLOWED = 180 1 1 � I I � I � . I � �*. . ': 1. -t - - I" t'., I/ , I � � � . I . I �� � . I I I � . . - . I I . . I � . . 11 I I I I � � . � I � I .. I I I . . . . I . . I . . I I . I . I � J� ,� - . . jr - ' A.'--�' / I . I . - I - -PROPOSED 24" - I I 1/4"R < . I �- I . I . N.T.S. I I I � . I I � PIPE SLOPE OK I I . I \6 I I � I . I � . � I I . . A. . . .. '. A - V 11 - 0 irl . 24' . I . . . � 11 � ,� I I .1 . I I k I I I I . . � � � . I �. . � � I � \ . -4,49* - -2H - - - - R5, . I � I I I . � � I I .1 I . . . FIRE LANE MARKINGS . ,* � I 1. . � I � I � -1 I I I . I I I . I . I I � 1 155 - - - � I---'--- . I I I I I � I . I I � . . . I � I . . _A� - - . I I W/6:1 S.E.T. , - 15" 1 � . I . 1. . I I I I . � . I I I � I _04!Z4'W - 124 . I �� , / I � - - - I - � 0 5 \N - 58- , I � I I r-\ I- I - � � � I I I I � . I � - ��24': , I ,,, -- 6' �- . I . I � I I - __1W . I - I � 11 - - � I � I � � . � I I I . � �� I � . I " 11-11 � - - - - - - - - - � - - PROPOSED - - - 20' PUBLIC - , - - - - - - ___1 � - . . . \ �_l I . I I .1 I I � I � � I I I . I .. I . I I 1 I 1. I I � __ , I - - ___ - I � I . I �. � � � � I , 6 . HARPER'S CROSSING SUBDIVISION � , . - - - - . 1 O' MUL11-USE - - - - - - e - - . � � . 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED . I I I ,OF I - - � . I I t I � I . . I � I . I 1. � . I , I I I I . I I . .1 � I . I I I � - t -A ___ � - - - - - - - - . ACCESS EASEMENT, I : - _ __4 -_ _� I I 3" . I I . I . . RED WITH FOUR INCH (4-) WHITE LEITERING_ . I � . I . F. . I 4 0 1 1 . . . . I .1 I � . I I � I . I NG24"� - - - - - - - PATH I I --- > I - - � I . � I � I I I I .� . I � � � - � � I I'll. . I � I . I I I I � . . � I I � � I I I I � - - , . . I � . . I � I . . . . I.. . � . � I I . . =:I -EXISTI .:= I , � _____::___:� - I I ------- . - - - 7 "I �, 1/4" 5" , � "FIRE LANE - NO PARKING - TOW , N I � I I T_ � ----,--- � - ,-:y � � � � . 12" T . � I . I I STATING I - I., I � 7� . , . � � . . � I I I � I I -F_---E�-=S I - - - - - -WATER LINE - - - - I . - - I I I . - - - _r_1 I � I ___ . � I - ��_ I . . � : I I " . I � : ,:, I I I I � I . - I � . I . ) , 11 . .. . I . � I I � \ - �� I I - - AWAY ZONE". WORDING MAY NOT 13E SPACED � I . I SCALE:� 1 ' =30J 11 I I � �,__ ____ ___ . I I ___ - I I I � . � � .1 . � � I I _..� � � I � . .. .1 � I I I . I . . � ... � I . 11 � - �. I MAY 2012 :1 1. I I .1 � I - - - . � -_ I - , I - I . � � �> � 11 1. . - MORE THAN FIFTEEN FEET APART. I � . .. � I � \-- - - - � I - _ � -- � . ______ ,- , , , 1. . 3 " - 4 �- I I I . � I � � . . I � . I . . I I . I . I . � . . � I � I I - - __i I - - - � - - . � - - � � � I � 1, f � f I . � � I � I I . � � � . I I I I I t . I I - � -_ � - -_ . -_ , . � - - - � � . 1.11,11, 11 � 11 I � I I . I � I I - I � I - � I I I 11 I I I I I 1� I ,. - .1 . . I I I I I I � __ . - __ , � I �_ , � __� � � � � �r I I 1. I I I I I I I � I � I � I �_ � I . 6", I I I I . . . I _`� _� I . �� � __: I -_ 323' - _� I "It, . - - L ±745' , - . � I � � � I i I . 7", : I -1 � � . � . �OWNER: � I . � I I I I . I I � I _� � I _,.� � . I � � I � � � � � � I , 2. � A SIGN TWELVE, INCHES (1 2") WIDE AND . I I I I 1. . I � � I . � . . . 11 � - - I I I I � I � ,�__ I � _Z::� I __ __ . , --I-- � I 11 I I _* � I . I � 3" , 3" 11, 2" 1 1 1 1 � I I EIGHTEEN INCHES (18-) IN HEIGHT SHALL BE I . - I . I I I I � I � Dunlop Family Trust I .." � � I � I . I I � I � I � , __.� I I � - I . I I I I I I I . I I 11 � I - - � I I � . I � � . I . JILL MARY DUNLAP, TRUSTEE. - KLING ENGINEERING & SURVEYING � I -_ '�',�� I __ __ - _�__ � --_SI � LVER OAK DR I . � I I I . . 4 2" 1 A . I 11 . I EACH � � - � - I � . I 11 � I . 0 � -_ . . I . - � I � 0 1 3" 0 . I I � .MOUNTED IN A CONSPICUOUS LOCATION AT I :::� I - I I . I I . I � , I , -_ . I . � � . I 11, ____I_�� � � ,� . � . . - � � I � I I . . . � � I I � . . . . I I I I . /�\� * . - 3104 Broadmoor Drive . . --- - -_ � . I I . � I . � . - - \___ I . I . � 1. . � � . I . I I I .11.1 I I � � I � � � I ENTRANCE TO THE PROPERTY AND AT THE I I I I I I � � � I � I (\ I : , I 1. 1 S AVE � . � � . I I � i I . .1 I I I I � I I I I � I I I . . I � � I . � I . I .1 31, 1 1 � LOCATIONS SHOWN. SUCH SIGNS SHALL BE � . I 11 BRYAN,. TX 77802 1 . . � I . I . I . . I � � . I � - � I . . � 1 4" � . I., I � . I . I I I � � I � �! I � . I � I � . � � . . - . � I . � . - � I 1 (979) 774-3550 , . (979) 846-6212 1 � I . I . I I � I I � I I I � . I I I . I I I I I I I I , . � � I I I � I TWELVE INCHES (1 2") WIDE AND EIGHTEEN - . � I � I I .1 I � � . � 1.� I . .11 I I I I I I ." � � I I � � � � I I I I . � � . . STATE HIGHWAY 40 1 � I I � � I 11 � I I I I � I I � � I I . * =1 #4, BARS I INCHES HIGH, WITH A COMPANION SIGN TWELVE I .� .. 1. �) � I Ar � I I � I � �. . I I I I . ' I � � . I I � I I � . I . I : I I . . �, i: I I . I I I I I I I �, � I - . I \y . I . * I . . I I I i M" i I i I i �" I/ I I ///&/ // //- , - 1� / \1111" 11 ... W4. .. - I . � . I 1. R.O.W. VARIES I I ,. � � - � . I �. � � 1. � . . . 11 I � 11 . ,� I I . � � 0 =5 /4" X 18" SMOOTH INCHES (12") WIDE AND SIX INCHES (6-) HIGH . . . . I .1 . I 11 , DEVELOPER: ' I .1 �: I ENGINEER.. - I I I � I I I I I � I EXISTING.TURN LANE . I I I I I .1 . . I � I I I I . � � I .1 I I � . . I - I I I . � .CAPROCK TEXAS. . :� � - �, I I . .1 . I I I I I � I . I I . � 11 I I I . I � � . EXPANSION DOWELS 11 STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL . I I'll . � I SCHULTZ ENGINEERING, LLC. �, I I � I I I � I I 11 . . � I � I I I .� � I I � . 11� � � � � I � . I I I %, .. I � . . . I � I . . SIDENT , r I � I � I . 1. . I I I I I I I I I � � I � � 0 30 1 1 . I 11 . I � � I . � . I . 11 I . � . I . . �. . � I I . I I I . 11 I : I MICAL CURB DETAIL , I I I BE PAINTED ON A WHITE BACKGROUND WITH I ; I I � �� . . . � I I � 110 LINCOLN AVE., SUITE 103 PO Box 11995 , � . I � . � . I I . � 11 � I I I �, � �, � I . I . . I . I I- . - I . 1, �� I . � * College Station TX 77842 . I I I I I I . . I I I .1 � I I I - � I I - SYMBOLS, LETTER AND, BORDER IN RED. . I � I 11 � I ' SCALE IN FEET .1 � . I � � . I I � I � � I � . . � � � �. � 1. � . . I I . � I . COLLEGE STATION, TX 77840 � . I �, � . . . I . . I I � � I . I I I 11 I I � I I . I 11 I N.T.S. .1. i � � � I . � I I I � I I � � 111 I .. 11 . 1. ,.� � ., � I � I . I � -0321 � .1 :(979)764-3900 , , . � .1 I I , . . . � . � I � I � I . .� � I I . . I I � I . . I � � � . I ,� I I I I I � I � I . I I . � I I � 1 (979) 307 1 . 11 . . I . I � 1. 11 I I � . . I I � � . � - - 11 . I . ... I . . 1. . ,I � I I . I I I I . I . � I I � � I I � _l1ll1lllll1l - ----� = . - I . I I I � I I = � 335.00' FL -" — — — — — — - - - - — — — -GENERAL NOTEs. FL W u334.00' 9 9 „ -- _ 1. UNLESS OTHERWISE STATED IN THE o PLANS. FLAGS ATTACHED TO SIGNS txn ARE REQUIRED. -- — - _ — 337.80' TP — - 338.10 TP 2. CHANNEUZING DEVICES USED TO CLOSE ROAD WORK - _ LANES MAY BE SUPPLEMENTED WITH i THE CHEVRON kUGNMENT SIGN PLACED -G20-2 .. , _.. _. _ -- ON EVERY OTHER CHANNEUZING SAW `CUT `EXIST. HMAC ` ' -,.. I 46 x 24 " - ` DEVICE. CHEVRONS MAY BE ATTACHED. & REPAIR AS REQUIRED _ -- TO PLASTIC DRUMS AS PER BC:... -- BY TxDOT - STANDARDS. EXISTING TURN LANE -� 3. `CHANNEUZING DEVICES USED ALONG THE WORK AREA OR ALONG TANGENT SECTIONS MAY BE SUPPLEMENTED WITH VERTICAL PANELS (VP) PLACED ON 500"L MIN. EVERY OTHER CHANNEUZING DEVICE. IF. NIGHT TIME CONDITIONS MAKE IT DIFFICULT TO SEE AT LEAST TWO VP S, STATE HIGHWAY .40 N R.O.W. VARIES E TH VP, S MAY 8E PLACED ON EACH CHANNEUZING DEVICE. NOT TO -S-CALE : : - 4. IN AREAS WITH SAFETY UGHTING OR -CONTINUOUS 'ILLUMINATION THE CHANNEUZING DEVICES CAN BE SUPPLEMENTED WITH DEUNEATORS. 100' MIN.. DRIVEWAY DETAIL 5. THE FORM ONE LINE LEFT' SIGN MAY 1a'20' BE USED FOLLOWING THE 'RIGHT LANE . CLOSED' SIGN. 10.4 Z � < SEAL W/ JOINT 0 SMOOTH DOWEL BAR r?a M MATERIAL 3/4„ 1/2" DIA. X 18" D.C. Mfnimum'Deairable er To Lengths * * Suggested'-Maxtmum Spacing of Device Pasted Speed ormua For 10' Offset 11' Offset 12 Offset On a Taper On a _ Tangent. 30 2 L-_ WS 60 150' 165' 180' 30' 60'-75' 35 205' 225' 245' 35' 70'-90' -40 265' 295' 320' - 40' 80 -t00' 45 L-WS 450' 495' 540' 45 90'-110' . 50 500' 550' 600' 50' 100'-125 55 55W 605' 660' 55' 110'-140' 60 600' 660' 720' 60' 120'-150' 65 650' 715' 780, 65 130'-165' 70 700' 770' 840' 1 70' 1 140'-175' PIPE I.D.... PIPE WALL 'B" THICKNESS... O "D" SLOPE MINIMUM LENGTH OF UNIT SINGLE _PIPE MULTIPLE PIPE SKEW P.-IP.. RUNNERS REQUIRED SKEW 'PIPE - RUNNERS REQUIRED 12' 2' tY 3.1 2'-tY <-45 deg No <-45 deg No 4:1 V-6' 6.1 4-p �� -• / ,� 3:1 3'-8" 4.i d g -:No <-45 dog No 4. 7 601" 6-5' 18" 2 1/Y 24" 3:1 4'-6' <-45 deg No <-45 deg No 1 4:1 5'-8" 60 a -0 24" 3" 31* 3:1 6'-2" <-45 deg No <-30 deg No 4:1 7'-10" 6:1 - 11'-3" . >30 deg. Yea 30- 3 1/2" 38 1/2' 3:1 7'-10" <-15 deg No <-15 deg No 4.1 1(Y-1' 6:1 14'-8' >15 deg. Yee >15 deg Yee 36' 4` 45 1/2` 3: t -0 deg No ->0 deg Yes 4:1 V-5�" 1 >0 de 9 Y8:1 (COATED W/HEAVY GREASE) z< b a IR I : o ao CONCRETE PIPE MAY BE USED. ---rrr--- �k * a Z . . . o o Taper lengths have been rounded off. - . ' • . • • . w o u 2 PER m (( I _ ( ( MANUFACTURE OF THIS PRODUCT SHALL CONFORM s • • e e . ro L Length of Taper (FT.) W-Width of Offset FT. S-Posted Speed MPH TO ( ) SP (MPH) • + • • '- - '., •-.. - PLAN. I �r REQUIREMENTS OF ITEM SAFETY END .TREATMENT" EXCEPT . • , �, o LEGEND z AS NOTED BELOW: : TYPE III BARRICADE,ANN G CH ELIZIN DEVICES, . NON EXTRUDINGTYPE III BARRICADE ■ ■ CHANNEUZING PLAN - OR SHADOW VEHICLE TH OR DEVICES a. MINIMUM REINFORCING SHALL BE AT 6 GRADE 40 JOINT FlU.ER W1 ORANGE FLAGS ( ) METAL OR PLASTIC CAP, INSIDE OR WARNIN U OR #4 AT 9 (GRADE 60 EACH WAY OR 6 X 6 G (;fTTS. WHEN SHADOW VEHICLE, ) HEAVY WORK VEHICLE- ® TRUCK MOUNTED ATTENUATOR Wit X W12 - DIAMETER TO BE 1 16 GREATER. : IS REQUIRED, IT SHALL BE EQUIPPED WITH L.-tl� A OR 5 X 5 W10 X W10 WELDED WIRE THAN DIAMETER O�DOWEL BAR ? FABRIC. TRUCK MOUNTED ATTENUATOR. NOTE: : TRAILER MOUNTED POR A _ T BLE CHANGEABLE . - t7 - - _ - 1. EXPANSION JOINTS _. <'- : b FLASHING. ARROW PANEL M MESS .. CONCRETE FOR PRECAST STEEL FORMED SE SEALANT TO BE SONOBORN SL 1 AGE SIGN TOP FACE OF SAFETY END TREATMENT ( ) SECTIONS OR APPROVED EQUAL :. .. � - . • • SHALL BE CLASS C WITH A MINIMUM CO L MPRESSIVE 2. EXPANSION JOINTS SHALL BE SPACED AT .. . STRENG ` MATERIAL EXCAVATED ,�.e FLAGGER -� m Tki OF _3&OO PSI. TE FROM THE DITCH, (WHICH IS FREE OF :.., :•;,;•: ; � SIGN POST FLAG SLOPE 2 ao q MAXIMUM INTERVALS. ROCKS, LUMPS CLODS ,OR DEBRIS LA !•y.t•t;•t!.,•a. � o , LARGER THAN TWO (2) .; .•:.••..: --� • INCH . •....1:: t 2- CONSTRUCTION NOTES. PVMT. EXPANSION OINT DE ES IN THE LARGEST DIMENSION), COMPACTED TO A O o J TAIL ,e e� COMPACTED CEMENT STABIUZED FLOWUNE --� . MINIMUM OF 90% Of MAXIMUM DENSITY AS DETERMINED BY 2 MIN. •• c " " 1. DIMENSION D IS BASED ON ASTM C-76, CLASS III WALL N.T•S ASTM D696 (STANDARD) AT A MOISTURE CONTENT WITHIN ".�` � SAND, 1-1/2 SACK/CY (PUGMILL , RIGHT - RIGHT O • 1/3 L THICKNESS 'B". IF ANY OTHER WALL THICKNESS IS USED OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL .; • .. ONLY). SPADE BY LIFTS INTO FORM LANE � LANE FOR11 , PIPE D.D. DIMENSION " " AREAS (is ... YARDS, PASTURES, EASEMENTS) AND TO A '+; � .. PLACE, TO FILL ALL VOIDS _ a� (ME D MUST BE ADJUSTED ACCORDINGLY. MINIMUM OF 98 g. IJNE .. CLOSED Z % OF MAXIMUM DENSITY AS DETERMINED 4 MIN. AROUND PIPE. MANUALLY ( ) �, gin. BY ASTM D698 STANDARD AT A MOISTURE CONTENT WI CONSOLIDATE AT OPTIMUM LEFT (STANDARD) THIN (f}( 5 A O..SLOP.E .AS..5HO.WN .ELSEWHERE.IN..PLANS. OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. MOISTURE. 6 R 0-2L )DIX FT X)O( FT _ � R 0 2L ^ `. IPE" 48 X 60 `. 1000 � -eI 48 X 60 _ O.D. SEE NOTE 5 CW20-5R _ LONGITUDINAL ELEVATION ( ) " CW20 5R" (SEE NOTE 5 48 X 48 ) , 8 MIN: 12 MAX.: ( : THE TRENCH BOTTOM SHALL BE / REINF TO HA - S 5- GRADED -0 AS TO PROVIDE UNIFORM 1 MIN CO 5 CEMENT STABILIZED SAND AS CONCRETE I _ ND R GHT .. 1 soo • A CONTINUOUS SUPPQRT FOR THE .. ... - _ RIGHT MIN }�•- _,_L_ PAVEMENT A MINIMUM will At_T9AY5 BE I '1 IN : LANE MIN. STEEL REINFORCING BARS ` PIPE BARREL BETWEEN BELL HOLES. LANE. , 4D00 PSI A REQUIRED. ` aosEo _ aosED _ a a —�. i. a BEDDING AND TRENCH FOR REINFORCED - .. • � ;• .... ..., a " 6 .. CONCRETE PIP lOO{ FT - : •. ... ... .• a lO0( FT .. ... .. , N,T S - ' - 2600 O " W20 5R • _ X 4$ 48 48 INVERT Z z .. z ... RDAD WORK' WORK ... .. • , ._ ,., , .. • ..... .... 6' LI ME STABIL ROAD IZED D SU E BGRADE •••• AHEAD • CW20-1D (EXTENDS ' TS TH EDGE - S E EE EOFP .. ( PAVEMEN T). Q. X 48" COMPACTED „ MPA TED SUBGRADE TXDOT TCP 2-6A t ) (FLAGS - SEE PAVEMENT USE REBAR ®15 0 E 1..119E .. FLAGS SEE NOTE 1 #4 O.C.E.W. OR FILL MATERIAL 1.JI9E C OPTION WITH OPTION. WITH - ,: - ARE -BOTTOM _ SQUARE TTOM INVERT -BOTTOM RT TYPICAL ONE -LANE CLOSURE. VE BOTTOM CONCRETE PAVING SECTION _ cw2o 10 _ - N - N.T.S X 48 SECTION A A _ FLAGS -SEE NOTE 1 TRAFFIC CONTROL DETAIL. _ N T. S. SLOPED END TREATME NT DETAIL , N.T.S. ® ems®® LLC Engi r ch Itz 2730 Lo ngmire, Suite A College Station, Texas 77845 �=-- 979.764.3900 TBPE NO. 12327 SURVEYED -DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD DLD JPS 12-198 MAY 2012 THIS DOCUMENT IS D-EASED FO R THE SCALE .PURPOSE _ SHEET OF -RE�11EiA� A - W MED I MCA L L 1 C .ONLY UNDER THE - - - - AUTHORITY OF VERTICAL JOSEPH P. SCHU - MED LTZ P.E., PL '_ LICENSE 0. - US CSMC S N 65889H 1.30 .HORIZONTAL ON MAY 1, 2012. IT IS TxDOT DRIVEWAY PLAN- -NOT T© -BE -USED-284 -FOR - 9 —BARRON :ROAD BIDDING OR PLOTTING -SCALE: 1.1 CONSTRUCTION COLLEGE STATION TE XAS PURPOSES. FILE NAME: 12-198