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HomeMy WebLinkAboutDrawingsGENERAL LrANDSCAFE NOTES 1. ALL AREAS NOT COVERED WITH CONCRETE SHALL BE SOD��� y \, AS SPECIFIED BY THE CITY OF COLLEGE STATION. (COMMON BERMUDA) \�j► -� 2. 6ENERAL CONTRACTOR TO PROTECT ALL EXI5TIN6 TREES. ANY TREE5 DAMAGED DURING CONSTRUCTION SHALL. BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. OBTAIN A 9, �} \� y �,� � COPY OF THE "CONSTRUCTION ACTIVITY GUIDELINES" FROM ` Q� ; ; ;:: \� /` \, $� '�„� THE CITY OF COLLEGE STATION (IF AVAILABLE) LIVE 0,4 \\ ` 3. 6ENERAL CONTRACTOR AND /OR LANDSCAPE � CONTRACTOR TO VERIFY THAT ALL LANDSCAPE INDICATED \ ` ON THE PLAN COMPLIES WITH ALL CITY OF COLLEGE STATION REQUIREMENTS FOR LANDSCAPING. IP 4. GENERAL CONTRACTOR AND /OR LANDSCAPE 6 44 Flo . CONTRACTOR TO OBTAIN DE51GN /CONTROL DETAILS FROM le, , THE CITY OF COLLEGE STATION PRIOR TO CONSTRUCTION AND SHALL SUPPLY A COPY TO THE OWNER (IF AVAILABLE). T E 5. GENERAL CONTRACTOR TO CONTACT THE CITY OF V0 $� XIST.) �;E;,! COLLEGE STATION ONCE ALL LANDSCAPE AND IRRIGATION ° ,(�' ,� �J�, `�`• WORK HAS BEEN DONE AND CERTIFY THAT ALL 15 IN COMPLIANCE WITH ALL REQUIREMENTS AS DESIGNED AND C/ , .\�� � 1 1i pv T �8, °) THE CITY. - - = __ __ __,_ ___ - __� __ �' � ,� _ �- - -- __ — - -- ::.��.. �.�. ,___ �_�_. -__ � _ \`• .. o E ST.) 6. b. ALL LANDSCAPE BEDS SHALL BE RAISED EIGHT (8) INCHES {{nn Q Q� T �• � ; ; ; ;' 3 � TO PROVIDE ADEQUATE DRAINAGE. ��� W }�I5T.) 0 �!/ v •� '1. AFTER PLANT5/TREE5 HAVE BEEN INSTALLED PROVIDE AND ; : ; ::: INSTALL SHREDDED HARDWOOD NO COLOR MULCH TO ALL + `� LANDSCAPE BEDS. �0 ....... E ,�j 1 tr $ `S., t ki y ' _ .. UJA MYRTLE GATION SLEEVES. COORDINATE WITH /,, gel E ST Y P� + (18) 8. LANDSCAPE IRRI Q _ G ENERAL CONTRACTOR FOR EXACT LOCATIONS. Q \ ' 9. IRRIGATION NOTE: AN IRRIGATION PLAN MUST BE REVIEWED 6. I E AND APPROVED PRIOR TO CERTIFICATE OF OCCUPANCY (Cl .0) �� I �� �O• �'' .Q RADFO ,0 � :Q.- PEAR - (2) 10. 100% GOVERA6E OF GROUND COVER, DECORATI + A YI�TLE �� �� "I l`i �.� = = = - - ; PAVING, DECORATIVE ROCK, OR A PERENNIAL 6RA55 IS �► A + y1'"� :::.::::. 9, REQUIRED IN PARKING o LOT ISLANDS, SWALES AND DRAINAGE + 4) \ iQ p -_r/ 1-Y ry AREAS, THE PARKING LOT SETBACKS, RIGHT OF WAY, AND p �� ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. + :: :::: tj ,��W� Pv j 11. IRRIGATION SYSTEM (WHEN INSTALLED) MUST BE PROTECTED (/ BY EITHER A PRESSURE VACUUM BREAKER. A REDUCED �/ Q : :.. tp � L. ( OA I VE OAK ' Q PRESSURE PRINCIPLE BACK -FLOW DEVICE, OR A n \/ 0 DOUBLE -CHECK BACK FLOW DEVICE, INSTALLED AS PER CITY `C UJA YRT : +. -;.} i ORDINABGE 23 ALL BACK FLOW DEVICE MUST BE �,� �� O° C'p + • •. • - CS) % %o INSTALLED AND TESTED UPON INSTALLATION AS PER THE CITY O C/Q\ :: �© 0 / 5R ! 1 0 ORDINANCE 2394. Q l PE' R - (2) a m '� sAN.sUJR. MNCE) 0 0� . C \� . .0 ` �, + . ". / FO '" l: I VE O ,q� `4 Qi O + / \ ,y LW MY ) °+ { P 0 3 0 z J U V z Q v 0 W m fL U 0 0 N CU CL 0 J 0 i f I VE OA "qx DFO 1 \\ L I VE OAK \ / All 3 \ l NEW 'r CUR5 LIV "Y � � J • V \ 'Q 3 r � S d lr /4b x v \ \ ELECTRIC ? MANPOLE (EXIST) 0 Ab EXI G / LON SIGN ' ti To BE / O TM, LET W E) �ij �// • \,U1/MI-I(E) x / Ql / / 4 ' CO lie / a i ; i i , r r i r � i r � i +�r r r i % tl ' • Q ; i 0i 0 % i ry� ; r i i l0 L� v 0 U \ i •\ i `INCH) r S,'N.SUJR. MNCE) r r L� SAN.SU RL MW(E) TREE AND PLANT LEGEND SYMBOL SIZE AND TYPE QUANTITY POINT VALUE TOTAL POINTS O LIVE OAK - 4" CALIPER (65 GALLON), 10' -12' HEIGHT, 6' -& SPREAD - QUERGUS VIR6NIANA S 300 2400 WAX MYRTLE - 5 GALLON, 30" O.G. DOUBLE ROW, 56 "" HEIGHT, 50" SPREAD 44 10 440 ASIAN JA5MINE - I GALLON, 15" O.G., 8" HEIGHT, 12" SPREAD _ _ _ BRADFORD PEAR - 5" CALIPER, (30 GALLON), 10' -12' HEIGHT, V -4' SPREAD 9 40 360 ' COLOR MULCH AREA - RAISED EIGHT (8) INCH LANDSCAPE BED �0 DO N NOTE: BARRICADE FOR EXIST TREES TO REMAIN SHALL BE CONSTRUCTED WITH 48' HIGH ORANGE PLASTIC CONSTRUCTION NETTING AND SECURED STEEL T POSTS. 9'3ARRICADE TO BE PLACED IN A - CIRCLE AROUND THE EXISTING TREE(S) TO REMAIN IN A RADIAL DISTANCE OF 1' FOR EVERY 1' CALIPER OF TREE. BARRICADE MUST BE IN PLACE PRIOR TO ANY DEVELOPMENT ACTIVITY AS WELL AS THROUGHOUT THE CONSTRUCTION PROCESS. TEXAS AVENUE STREETSCAPE: TOTAL POINTS REQUIRED: 10030'/50 X 300 = 602 PTS. MINIMUM S00 10030'/25 = 4 CANOPY TREES (PROVIDED 3 LIVE OAKS /3 BRADFORD PEARS) TEXAS AVENUE 602 LINCOLN AVENUE 995 4 LINCOLN AVENUE STREETSCAPE: TOTAL POINTS REQUIRED 2,400 16635'150 X 300 = 998 PTS. 16635732 = 5 CANOPY TREES (PROVIDED 2 LIVE OAKS /6 BRADFORD PEARS) POINTS PER PROJECT AREA: TOTAL POINTS PROPOSED: 16,164 SP. OF SITE AREA 3,200 PTS. 16,164/1000 ■ 16.16 16.16 X 30 = 502.8 = 503 PTS, L AND505AFE PL AN O SCALE- 1:10 ViEW 0 N E� I"O z COMPLIANCE i w 21 7004 COLLEGE STATION EL O NT SERVICES >1 C4 0 LO H 0 V) z w 0 w E 0 H �0 DO N �x Copyright 2004 All inform ation,either drawn,written, or implied appearing in this doc— ument shall not be duplicated, disclosed, or otherwise used with— out the written permission of the outhor,MLq _ - - - -- CD A N� z td co 03 0 a (D E-4 ww A � Q; a W p � OAOW k o 0 W W O W H ., E-+ w z a W �H a .. w o��o � A w w E­ Z cc b0 a C) r__4 Z H z 0 o rn a w a a a� w z 0 p 5 o � o QD O rri DATE: MARCH 27, 2004 CHECKED: SCALE: i : 10 SHEET I 0 >1 0) 3: 75 CD CD CL/ n ED I CD CD Ri I U 0 V) U) N Cu a 0 1 LU LU :z W Z3 z lu X Z LLI z IL z W LU WZO n r > TLU LU P z -1 FREVISIONS. DATE: JAMJAR'r Irp, 2004 CHECKED: SCALE: 1:20 SWEET 1ro ti P 51TE PREP RATION N K O 3 EXIST. �' �•t ti I. REMOVE ALL SURFACE OR6ANIC5, TRASH, DEBRIS, AND I. 4" WIDE PAINTED STALL STRIPING. WHITE TRAFFIC PAINT. OTHER DELETERIOUS MATERIALS SHOULD ANY BE NORTI 4 0 � gR �ti Q �•� G x ENCOUNTERED 2. 4 WIDE PAINTE PROPOSED FUTURE D GROSS - STRIPING AT 24" O.G. W/ BORDER Sr. C�`v1� WHITE TRAFFIC PAINT. ' \dip N ACCESS DRIVE 2. PROVIDE POSITIVE DRAINAGE BY SLOPING AND DIRECTIN6 '1' -O" HIGH WOOD FENCE TRASH ENCLOSURE. � .� THE RUNOFF FROM AWAY THE BUILDING SITE. 3. -9 ` 3 3. PROOF ROLL THE PREPARED SOIL TO LOCATE ANY WET 4. ACCESSIBLE RAMP, \ Gj'�' OR PUMPING AREAS AN TREAT THE SAME WITH THE PROPER ►� ' PROJECT Q lS STABILIZING A6ENT5 (FLY ASH, FLUE DUST, HYDRATED LIME, 5. CONCRETE PAVEMENT. REFER TO CIVIL DRAWINGS a rt AREA , ;4/ \ l �` OR CEMENT). COMPACT THE SOIL TO 100 % OF NATURAL 6. 36" SQUARE INTERNATIONAL ACCESSIBILITY SYMBOL // \�C DENSITY. 4. ANY FILL REQUIRED UNDER FLOOR SLABS IN THE BLDG. 7. ELECTRICAL SLEEVE AREA OR BACK FILL SOIL SHOULD BE A SELECT SOIL 3 6 9 / ,�'� \ ' \'C /,� '� 1,2� ( CONSISTING OF SANDY AND /OR SILTY CLAY FREE OF ANY 8. AGGE5518LE SIGN COLLEGE STATION, >gRA205 COUNTY, TEXAS C/ Q ORO ANIC5, TRASH, OR OTHER DELETERIOUS MATERIALS WITH A '0 ' UTILITY `Q'� �,, �, -� MINIMUM. LIQUID LIMIT OF 26. THE PLASTICITY INDEX (PI) 9. NEW PARKING LI6HT POLE C N (TY 1AF EASEMEt i' 'R` \ '� `• �" `�" SHOULD RANGE BE A MAXIMUM OF (23). STRIPPED AND GLEANED ON -SITE SOIL MEETING THE PI REQUIREMENT C AN BE 10. IRRIGATION SLEEVES. NOT - TO -SCALE �/ �l . 2 e �. T EE XIST.) ? \ Q? \ 2 �^�� / \\•?��� USED. COMPACT THE SELECT FILL IN 51X (6) INCH LIFTS TO A \` MINIMUM OF NINETY -FIVE (95) PERCENT OF STANDARD II. NEW CONCRETE DRIVE AS PER CITY OF GOLLE6E STATION v �.�Jo ��J WITH THE STANDARD PROCEDURE, ASTM D 6 DESIGN REQUIREMENTS. PROCTOR DENSITY, IN CONFORMANCE �"�/ O �v (� /8- // \ \ 6. :.. : :. �`•. 98, AT OR WITHIN (3) PERCENT OVER - - - - - - -- _ __- - _ E AND TWO (2) PERCENT OPTIMUM MOISTURE. -- - -- - -:� -\- 2 - _ _ _ 12. EXISTING - PAVEMENT TO CURB (6) AT - _ �/ ���' E ST.) _ _ - _ - _ _ - 2 _ .............. PROPERTY LINE TO RETAIN PROPOSED 500. 3 v �� � . Q ��-� / ,�� I� \`��� 5. THIS BUILDING WILL NOT UTILIZE GAS UTILITIES. 13. EXISTING STORM DRA � �� E t ST ��rp� \ ry �� \�/ `, \ `�\\ (NO GAS LINE TO BE PROVIDED UNDER THIS CONTRACT) CO NCRETE CURB TO REMAIN. /,� �Y � \4,� \?• � �' - - - .'. •::.-.'.• .�9, 14. EXISTING GO �S/�U \ Gj / :... : : : : :: GENERA : : , '+ \ �` \ (p 0> L_ NOTES W 4' -0" CONCRETE 51DEWALK = 15. NE / �� G� �$,S'' �� \� 1 ...( \•� 3 I. DIMENSIONS SHOWN ARE TO THE FRONT FACE OF CURBS, \ E ST/// p �d \� \ // TYPICAL. 16. EXISTING FIRE HYDRANT Q O �Q Q 2 ` �U� �.2� �5�� -�� �\ � \\ 2. UNLESS OTHERWISE NOTED ALL PARKING STALLS SHALL 1'7. EXISTING POWER POLE 24 18. LOCATION OF ELECTRICAL RACEWAY ` I� fy 1 ,� 8 \„QC BE Q'-O" WIDE X (8' -O" DEEP. STRIPING SHALL BE 4" WIDE SAN : .a A -$d1R. WHITE TRAFFIC PAINT. ,�. ` MH(,t) la. EXISTING SIDEWALK $ ��, + j ElfI 3. CURB RADII SHALL BE AS NOTED OR TO MATCH WIDTH OF 10 o O 22 LANDSCAPE ISLANDS. 20. LOCATION OF NEW TELEPHONE PEDESTAL FOR BUILDING, + + _ 3 ;:;:_' 9 `' / 4. AS PER THE BOUNDARY /SURVEY DATED JANUARY 26 COORDINATE W/ TELE. CO.. PROVIDE SLEEVE AND PULLSTRING TO 8 ], : :. - __:;•:•: "' ry+-: / ' E THE LOCATION SET BY TELEPHONE COMPANY XIT. 2004, THE PROPOSED SITE DOES NOT LIE WITHIN THE 3 P + • . :. : :. :. _ 2 C+ _ ��� �.� FLOODPL MLA DOES NOT TAKE RESPONSIBILITY FOR 21. COLORED (CONTRASTING) CONCRETE COLOR TO BE SELECTED A + : e C/ r `� ; EXACT DETERMINATION. , + :-: ?� , ,m _ SANAWR. MI�( BY DESIGNER ,> �p ::+ �'� � j EX 15TH ; % 5. ALL ROOF AND GROUND MOUNTED MECHANICAL 22. NEW CONCRETE SIDEWALK V' + _ .. 8� te e'•, - - -Q �(p ��\ / $ i ir 3 EQUIPMENT WILL DE SCREENED FROM VIEW AND /OR IPMENT 15 NOT + :: Q� , •� :ill �' ;' THE PUBL RIGHT O - WA�Y RE5 DEN AL IDIISTRI FROM 23. LOCATION OF ENTRY DOORS 0 O Q `C + �� g �v �` .�'�/ ; ( ; WITHIN 150 OF THIS SITE, MEASURED FROM A POINT FIVE '� FEET ABOVE GRADE. ALL MECHANICAL EQUIPMENT FOR THIS 24. EDGE OF EXISTING CONCRETE SIDEWALK. G.G. TO PROVIDE ,, ! _ _ ` C/ �, e , AND INSTALL EXPANSION JOINT MATERIAL AT THIS LOCARTION Q /� 8 oQ 0 � �\ ;' BUILDING WILL BE ROOF MOUNTED AND WILL BE SCREENED (( ( „( - ICI. ,! BY THE PARAPET WALL WHICH WILL BE APPROXIMATELY \�(�► �'� /,_ S' -0" ABOVE THE FINISHED ROOF WHICH WILL SCREEN THE / •' _ __ ��, / / ;' MECHANICAL EQUIPMENT. NOt � SAN.SWR. MH(E) V (/ �� 4 " 18 CPROPOS EXIST. el �� �/ O'Q �� �� \' \�.� \�` G.O. •. 7 4 � ! Q ''� 20 (PROI=os�D) \ - =_+ 2 1 EXIST. ; ;;' PARKING ANAL_Y515 ,N C� \ �- -�- - % 10 - - E y � 1' WATERLINE _ PARKING STALLS REQUIRED: 12.94 SP • (PROPOSED) \� .� '_ 4�� $•. ; ;' ®I / 250 (3 34 sf /250) -- %i. ANITA Y SEWER +` >:':`:•` �` /A2 �P 2 A2 S R �....: ...; r NN, ! PARKING STALLS PROVIDED: 15 SP. CPROPOSED) --- r EXIST. EDGE OF N `� �; A5 i PAVEMENT TO 4� �, \Q fi � + ° j. ' �� MAIN \�j �•� /' 11 A 3 ACCESSIBLE STALLS PROVIDED: 2 SP. "`I > \.. �s !' LEG END (EXISTING) \N11 2 4 21 2 y �4i Q S � / TEMPORARY BENCHMARK 19 i - \ Yom j� / S ,/ -{-,0 \ E INLET (EXIST) I`�, 2 �' \ ,1 0 ` ) PIPELINE MARKER 5 \ \ NEW i �'e ; '�' � T LE T TEL EPHONE PEDESTAL TOP ` AND 1 GAP �� '� A S '�' a CURB ,4�'. IDEWALK\ RAMP \ A A 3 NEW 6 CONCRETE CURB AS PER CITY OF COLLEGE STATION REQUIREMENTS A (�i-}- 2 m 3 •a ri w o, y z J 0 U 0 u Cu Cu (U U 0 Q N' CL O J O i ��J I NEW ro' CONCRETE 4' -0" WIDE SIDEWALK AS PER CITY OF CO LLEGE STATION REQUIREMENTS N N. `\ 2 i ;'� J �• ..•� � �� � WM WATER METER 15 SIGN BLOW o» V ALVE A 2 Q / ; ;% ��-� VVATER/IRfltGATION ELECTRIC RISER "5r r- �j �\ ® 9 ) 3 `�.�`, S� - - -•- i '0 \ \l' 1 y'� STREET LIGHT A 3 NEW �, C URB �t ,►�� ; % \ L IGHT POLE 2 '`, - - �/ COMpL1ANC ® ELECTRIC Box .� • ; ,% ELEV,4TION TIG MARK :.:.. 6 ' s ; :% f/j % - JUL 2 1200 ® MONITOR WELL All i ELECTRIC* (EXI / �� 0 � MANHOLE (EXIST) 0 3 \.� EXISTING •ri0 \. ` PYLOINt, SIGN ' �t7 V�l L TO BE RRFMOVE � / r'oJ'� �;� 2 / 2, e, • j AN.�SWR. MICE\ O TM, 5 EXIST. LET W E) / �0 4 NEXIST. 2 . 0 NEW HAND ICAP - ^0 RAMP 13 - 't .. ' anni R V - 1EWE 57 COMPLIANCE JUL 2 1 2004 COLLEGE STATION "LOP NT SERVICES COO CLEAN OUT BOLLARD FH FIRE HYDRANT TOTAL. 51 TE ARE A/ IN1=OR1" lAT 1 ON: TOTAL LAND DEVELOPMENT 0.3848 AG. (16, 5F) PROPERTY ZONED - G -I GENERAL COMMERCIAL I� t RAL SITE PLAN V - DEWED t✓O� COMPLIANCE �,�o47 JUL 2 1 2004 COLLEGE SERVICES G®I,L.EGE STATI( ENGINEER • rn M ° a i z CQ c� z z a co w � � � o 0 x a © Copyright 2004 All information, either drown,written, or implied appearing in this doc- ument shall not be duplicated, disclosed, or otherwise used with- out the written permission of the outhor,( LA O in ZE4*1�11 W �c� M a Aw �r o a OAOrn O w � 00 w H Z Cb H W a W a �t-A Z w w E­ CCU W a a, C) �..� 0 H a 0 a �zz z o w c a a a a A W w0000 M W �aar�a 0 0 0 0 '' 0 a o m 0 at at r w ILD 0 0 0 0 0 DATE: MARCH 27, 2004 CHECKED: SCALE: 1 : 10 SHEET AS G®I,L.EGE STATI( ENGINEER • U 9-.1b OLT n 1 } X w Z CL Z O w z L� LLI z w Z w w -1 OL X �ttl REVISIONS: DATE: FEBRUARY % 2004 CHECKED: SCALE: 1:20 5PEET U 9-.1b OLT n 1 GENERAL LANDSCAPE NOTES O I. ALL AREAS NOT COVERED WITH CONCRETE SHALL BE 50D AS SPECIFIED BY THE CITY OF COLLEGE STATION. (COMMON BERMUDA) 2. GENERAL CONTRACTOR TO PROTECT ALL EXISTING TREES. ANY TREES DAMAOED DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. OBTAIN A COPY OF THE "CONSTRUCTION ACTIVITY GUIDELINES" FROM THE GIN OF COLLEGE STATION (IF AVAILABLE) 5. GENERAL CONTRACTOR AND /OR LANDSCAPE CONTRACTOR TO VERIFY THAT ALL LANDSCAPE INDICATED ON THE PLAN COMPLIES WITH ALL CITY OF COLLEGE STATION REQUIREMENT5 FOR LAND5CAPING. 4. GENERAL CONTRACTOR AND /OR LAND5CAPE CONTRACTOR TO OBTAIN DESIGN /CONTROL DETAILS FROM THE CITY OF COLLEGE STATION PRIOR TO CONSTRUCTION AND SHALL SUPPLY A COPY TO THE ONNER (IF AVAILABLE). 5. GENERAL CONTRACTOR TO CONTACT THE CITY OF COLLEGE STATION ONCE ALL LANDSCAPE AND IRRIGATION NORK HAS BEEN DONE AND CERTIFY THAT ALL 15 IN COMPLIANCE WITH ALL REQUIREMENTS AS DESIGNED AND APPROVED BY THE CITY. 6. ALL LANDSCAPE 5ED5 SHALL BE RA15ED EIGHT (8) INCHES TO PROVIDE ADEQUATE DRAINAGE. 7. AFTER PLANT5/TREE5 HAVE BEEN INSTALLED PROVIDE AND INSTALL SHREDDED HARDWOOD "NO COLOR" MULCH TO ALL LANDSCAPE BEDS. 8. LANDSCAPE IRRIGATION SLEEVES. COORDINATE WITH GENERAL CONTRACTOR FOR EXACT LOCATIONS. 0 1. IRRIGATION NOTE: THE PROPOSED IRRIGATION SYSTEM TO SERVICE ALL NEN AND EXISTING PLANTINGS WILL BE - INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCGUPANGY HILL BE ISSUED. G.G. TO COORDINATE AT THE START OF THE CONSTRUCTION. AN.5UJR. MH(E ) \ �r 1 �i A 8 MH(E ) i .UR. 1 (E)�L Q� SAN.SWR. MH(E) All V LIVE O 10 11P —f V {Q + . L I O 4 o ' 0 o o'. op 0 \ \ \`, O L 1 OA Cy v \\ LIVE D,AK _ s \, r /1 Ic 'P ELECTRIC MANHOLE (EXIST) Ah � z J ❑ �( . Z � a V- N U) v 0 0 tV G% En U 0 N LA N N a 0 J o U i d J U T R. LET (E) EXISTING HAND AP RAMP AT SIDEWAL XISTf � P SICK 1 �5 R. W/MH(E) N s® FOR ' I VE O (/ fi N \v / ` i i U� � i 0 r\ f UR. MH(E ) r � TREE AND PLANT LEGEND SYMBOL SIZE AND TYPE QUANTITY POINT VALUE TOTAL POINTS LIVE OAK - 4" CALIPER (65 GALLON), 10' -12' 8 �/ 300 2400 z HEIGHT, 6-8' SPREAD - QUERCUS V I RGN I ANA z O NAX MYRTLE ° m 5 GALLON, 30" O.G. DOUBLE 44 10 440 RON, 30" HEIG v o x E 0 ' SMINE - I GALL H ASIAN JASMINE OAl, 15" O G. 8" HEIG T 12" - _ ument shall not be duplicated disclosed, or otherwise used with— out the written permission of the SPREAD -- - W BRADFORD PEAR - 5" CALIPER, (30 GALLON), 10'- 12 - HE I GHT, V -4' SPREAD g ,/ 40 360 H z g a NO COLOR" MULCH AREA - RAISED EIGHT (8) INCH - - - ;;. LANDSCAPE BED C) L z NOTE: BARRICADE FOR EXIST TREES TO REMAIN SHALL BE CONSTRUCTED WITH 48° HIGH ORANGE PLASTIC CONSTRUCTION NETTING AND SECURED STEEL T- POSTS. BARRICADE TO 131= PLACED IN A CIRCLE AROUND THE EXISTING TREE(S) TO REMAIN IN A RADIAL DISTANCE OF 1' FOR EVERT' 1" CALIPER OP TREE. BARRICADE MUST BE IN PLACE PRIOR TO ANY DEVELOPMENT ACTIVITY AS WELL A5 T THE CONSTRUCTION PROCESS. 5 t Sal REETSCAPE: ! - r� c 1- ►� S TOTAL POINTS REQUIRED: Z3 100.30750 X 300 = 602 PTS. (_t �° y'rc Z*A U 100.30'/25 = 4 CANOPY T REES �l`1 POINTS PER PROJECT AREA: TOTAL POINTS PROPOSED: 16,164 S.F. 01= SITE AREA 3,200 PTS. 16,16411000 = 16.6 1 16.16 X 30 = 502.8 = 503 PTS. �V L�o ii- 0 LANDSCSAFE FLAN SCALE= 1:10 0 - ("EE CO G�ro WA MYRTLE E ST.) EE + A YRTLE 4 1N �$' A + ... � U + U � � % � V cly- a F o z cu z z a � v o x E 0 x © Copyright 2004 All information,either drawn,written, or implied appearing in this doc— ument shall not be duplicated disclosed, or otherwise used with— out the written permission of the author, MLA W w W � H z g a C) L z . z 0 _ E a W a A a w � � o w C~ 0 � 0 A o Lo O zz DATE: MARCH 27, 2004 CHECKED: SCALE: 1 : 10 SHEET L 1 0 0 - ("EE CO G�ro WA MYRTLE E ST.) EE + A YRTLE 4 1N �$' A + ... � U + U � � % � V cly- IT 0 0 a v t� 0 cD N c 0 c 0 3 U J N C'U m CD Cr) i U) a x w Qj z J 0 U Z H J i U J CU Cu m cD m cn w J H I - U w D 0 m D- J Q c o= w C) U i J a H C� 0_ W CD U i T Q) C_ 0 (n i 0 "S ICU q� A �� / �p �© ° LP G �SAN•lP s , L? SAN.SWR. MH(E)( s g4 (A 320.05 1 320.16 RIM ELEV= 319.79' J I . I 6 .SWR. LINE(T) s> I 0 E FL W ' -FL= 314.059 I B 803221:22 .: , 13=320.72 NO 0 T H BC =321:77 322.42 G =321.25 0 GRAPHIC SCALE: 1"=20' 20 0 20 40 60 Feet PC4321 :94' "' 4 FND i% c 2" IFi Off, -. • '. 320.17 I 2 SET 6/8"• (R 1 I Cy .BC­321.16 ..G= 320.64. 0' s9 BC:i1322.97 G= 322.48 BC =322.69 I v' 1 3 =3 22.1 t s e�� 324.4 \ { L OG qS \ .0, ��F s� FrF - 319.37 P.O.C. p�i�'tiF1 J \ B G-3 9.96 GC 319 70 �D "X" IN CONC. O 18" TREE � �F G I O.F ?9 G4,�QJ 6" TREE ,; 0 � O 1 0-32 0.00 •G A ` l l� Y �i f y+ QG 6+, P � W 320.06 CPG 6" TREE ( O ! �. Iq�F \ G .:I CO A 24" TREE w • ? � 4 ?9 n l I ���(ls L L b 18" TREE y � 320.9 I �1 . 04 IiN.SNR. MH(E) 34 55 : R LEGAL DESCRIPTION 0 � 35 '.:.., 1 ACRES / 16 SC. FT" A TRACT OR PARCEL OF LF'',: CONTAINING 0.3848 ACRES OR 16,764 SQUARE FOOT OF LAND, BEING OUT OF AND A PART f''•" LOT 1 OF THE D.A. SMITH' SUBDIVISION, MAP OR PLAT THEREOF RECORDED IN VOL. 49, PG. 'I :S OF THE BRAZOS COUNTY PLAT RECORDS, BEING THAT SAME TRACT OF LAND CONVEYED TO TEDU M. SOUSARES ET AL IN THAT CERTAIN WARRANTY DEED RECORDED IN VOL. 3303, PG. 297 OF Th' BRAZOS COUNTY DEED RECORDS, WITH SAID 0.3848 ACRE TRACT BEING MORE PARTICULARLY 'DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A CUT "X" r CUND IN CONCRETE MARKING THE MOST EASTERLY CORNER OF TRACT "A" OF FAST GATE SQUARE, ',VAP OR PLAT THEREOF RECORDED IN VOL. 542, PG. 125, B.C.P.R. THENCE SOUTH 48 DEG. 36 �r.IN. 41 MIN. EAST, A DISTANCE OF 2.91 FEET TO A POINT ON THE CALLED NORTHWESTERLY RI(; i? OF WAY LINE OF LINCOLN AVENUE (VARYING WIDTH), SAME BEING THE CALLED SOUTHEAST Llh•+E OF LOT 2 OF THE SAID D.A. SMITH SUBDIVISION; THENCE SOUTH 41 DEG. 23 MIN, 19 SEC. WEST, ALONG AND WITH THE CALLED NORTHEASTERLY RIGHT OF WAY LINE OF LINCOLN AVENUE, A DISTANCE OF 48.00 FEET TO A 5/8 INCH IRON ROD SET MARKING THE NORTHEA`7 CORNER AND POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; THENCE SOUTH 41 DEG. 23 MIN. 19 SEC. WEST, CONTINUING ALONG SAID CALLED NORTHWESTERLY RIGHT OF WAY LINE, A DISTANCE OF 166.35 FEET TO A CUT "X" IN CONCRETE FOUND IN THE CALLED 1ORTHEASTERLY RIGH'i OF WAY LINE TEXAS AVENUE (VARYING WIDTH), MARKING THE MOST SOUTHERLY CORNER OF THE 'EREIN DESCRIBED TRACT; THENCE NORTH 49 DEG. 31 %401. 52 SEC. WEST, ALONG AND WITH THE CALLED NORTHEASTERLY RIGHT OF WAY LINE OF TE>:A'-' AVENUE, A DISTANCE OF 100.30 FEET TO A PK NAIL SET IN ASPHALT MARKING THE CALLE.: bOST SOUTHERLY CORNER OF A CALLED 0.08 ACRE TRACT OF LAND CONVEYED TO THE WOODSTONI GROUP, L.L.C. IN THAT CERTAIN WARRANTY DEED RECORDED IN VOL. 3075, PG. 31, B.C.D.R. AND THE MOST WESTERLY CORNER OF THE HEREIN DESCRIBED TRACT, FROM WHICH A CAPPED 5/8 INCH IRON ROD FOUND FOR REFERENCE BEARS SOUTH 49 DEC. 32 MIN. EAST, 0.4 FEET; THENCE NORTH 41 DEG. 23 MIN. 19 SEC. EAST, ALONG AND WITH THE CALLED COMMON LINE BETWEEN THE SAID 0.385 ACRE TRACT AND THE SAID 0.08 ACRE TRACT SAME BEING A SOUTHEASTERLY LINE OF SA=D TRACT "A ", A DISTANCE OF 167.96 FEET TO A 5/8 INCH IRON ROD SET MARKING THE MOS. NORTHERLY CORNER OF THE HEREIN DESCRIBED TRACT; THENCE SOUTH 48 DEG. 36 !iN. 41 SEC. EAST,ALONG AND WITH THE CALLED NORTHEASTERLY LINE OF THE SAID 0.385 'ACRE TRACT, PARALLEL AND 10 FEET SOUTHWESTERLY FROM THE SOUTHWEST LINE OF SAID TRACT "A ", A DISTANCE OF 100.29 FEET TO THE POINT OF BEGINNING AND CONTAINING 0.3848 ACI't 3 OR 16,764 SQUARE FEET OF LAND. S�H.SWR. MH(E) f IM:ELEV= 319.34 �a c c � �� SWR. LINE(P) ? ! �/ ��ORS CERTIFICATE RIM ELEV= 319.10' i fN(f 1/2 1R, Nt± - FL SAN. = 311.23' S,+ 6" SAES 10 5W -FL= 311.25' 320.8 FL -312 NW -FL= 314.69' V` t E -FL= 311.43 THE UNDERSIGNED H EEREB C Y . ?TIFIES I U PONDEROSA LAND DEVELOPMENT COMPANY, UNIVERSITY �^ V -FL= 311.58 TITLE COMPANY, AND FIRST P,:vii:RICAN TITLE INSURANCE CORPORATION AS FOLLOWS: (A) THIS IS 1 GP� L ��p \��1 �°�� I +�+ A TRUE AND CORRECT COPY C' A PLAT OF SURVEY OF PROPERTY AT 819 TEXAS AVENUE, COLLEGE C� �d !) 5ET 5 8" 1Rr 319.55 0, O�, e � J STATION, BRAZOS COUNTY, _ _,\A S, DESCRIBED BY METES AND BOUNDS DESCRIPTION ON SAID PLAT, WHICH PROPERTY IS 'E SAME PROPERTY DESCRIBED IN GF NO. 0034675 OF FIRST (3, s , L � 8 �` y � AMERICAN TITLE INSURANCE z;:PORATION; (B) THE BOUNDARIES OF THE PROPERTY AS DEPICTED d� °P ON THE PLAT WERE ESTABLISI r; BY ACTUAL FIELD MEASUREMENTS AND THE PINS, MONUMENTS OR �. OTHER MARKERS WERE SET O SOUND AS SHOWN THEREON; (C) THAT SAID PLAT CORRECTLY SHOWS 10" TREE O d A �, SAN.SWR. MH(E) THE LOCATION OF ALL BUILC: , GS STRUCTURES AND OTHER IMPROVEMENTS SITUATED ON THE A �..: * RIM ELEV = 319.26 \ ' PROPERTY SHOWN THEREON•` '' THAT EX EPT 7" TREE 320.04 319.7 'L . ,i - Z ®Copyright 2004 Wh*0w L-d Ina. An An rights fwwvo& 6 SAN.SWR. LINE(P) C AS SHOWN, THERE ARE NO VISIBLE EASEMENTS OR 319.9 �� L SE -FL= 314.50 RIGHTS OF WAY ACROSS SAID ' ?OPERTY OR ANY OTHER EASEMENTS OR RIGHTS OF WAY, OR PARTY NW -FL= 312.47 WALLS, (E.) THAT, EXCEPT AS HOWN, THERE ARE NO ENCROACHMENTS, OVERLAPS OR OVERHANGS a _! ON EASEMENTS, ADJOINING '' ROPERTY, STREETS OR ALLEYS BY ANY OF SAID BUILDINGS, �+� LEGEND STRUCTURES OR OTHER IMPROV : MENTS, AND NO ENCROACHMENTS, OVERLAPS OR OVERHANGS ON SAID C PROPERTY BY tG B 61 BU . IMPROVEMENTS .P a. . '.UCTURES OR OTHER R VEMENTS ,. BUILDINGS, SITUATED ON ADJOINING ? NKUF'th l i. J H I 1 1 - Ut�AYVItdG tthKt(..IL� SrtUYYJ _ - t �+ CO - CLEANOUT - p- - OVERHEAD POWER LINE THE EXTERIOR PROPERTY LINE. OF THE PROPERLY LAN IYi D ANY EASEMENTS LOCATED ON OR AFFECTING EB - ELECTRIC BOX o TP - TELEPHONE PEDESTAL THE SAID PROPERLY, (2) 1 `� ' SCALE, THE NORTH DIRECTION, THE BEGINNING POINT, THE `31s.os OFH DISTANCE TO THE NEAREST 1 1TFRSECTING STREET AND POINT OF REFERENCE FROM WHICH THE � q S -FIRE HYDRANT o WM -WATER METER PROPERTY ARE MEASURED, TH : WIDTH OF THE STREET OR STREETS ON WHICH THE SAID PROPERTY D GM - GAS METER ® WV - WATER VALVE ABUTS, THE LOT AND BLOCK N AMBER SHOWN ON ANY MAP OR PLAT TO WHICH REFERENCE IS MADE GV - GAS VALVE WOOD FENCE IN THE LEGAL DESCRIPTION 0` THE PROPERTY, TOGETHER WITH THE RECORDING REFERENCES FOR / - af-- - SAID MAP OR PLAT, (3) AND - .-,E TOTAL AREA OF THE PROPERTY IN ACRES AND SQUARE FEET AND - GUY ANCHOR ANY KNOWN EASEMENTS LOCAiFD ON OR AFFECTING THE PROPERTY ( ) 4 THE DIMENSIONS OF ALL GA1 -- BC -BACK OF CURB IMPROVEMENTS ON SAID PROPERTY AT GROUND SURFACE LEVEL AND THE DISTANCE THEREFROM TO O *P - LIGHT POLE G - GUTTER THE NEAREST FACING EXTER"OR PROPERTY LINES OF SAID PROPERTY, TO ALL APPLICABLE - MANHOLE BUILDING SET BACK LINES, AND TO OTHER IMPROVEMENTS ON SAID PROPERTY AND (5) BASED �C9 FL - FLOW LINE r ® DP - TELEPHONE POLE UPON THE COMMITMENT, AN A ... URATE REFERENCE TO THE REAL PROPERLY RECORDS OF BRAZOS TEXAS, SAN.SWR. - SANITARY SEWER COUNTY, IDENTIFYING X EASEMENTS OF RECORD CROSSING OR AFFECTING THE SAID o PP - POWER POLE PROPERTY; (G) THE PROPERTY AS SURVEYED AND DESCRIBED IN THE PLAT IS CONTIGUOUS ALONG �4;p `' - STM.SWR. - STORM SEWER ITS ENTIRE BOUNDARIES AND S ENCLOSED WITHIN THE PERIMETERS THEREOF; (H) ALL PARCELS SIGN d - TREE /SHRUB ARE CONTIGUOUS WITH EACH OTHER AND THERE ARE NO GAPS OR GORES BETWEEN OR AMONG 1882 PARCELS UNLESS SHOWN HEREON; (1) A PHYSICAL EXAMINATION OF THE PROPERTY REVEALS NO GENERAL NOTES APPARENT USE OF THE PROPERTY FOR PATHWAYS, DRIVEWAYS OR ROADWAYS FOR WHICH THERE ARE NO RECORDED EASEMENTS, I:.)R FOR DUMPING, DRILLING OR EXCAVATING; (J) THE TITLE LINES 1. SURVEYOR DID N )T ABSTRACT SUBJECT PROPERTY. THIS SURVEY WAS PREPARED WITH INFORMATION AND LINES OF ACTUAL POSSESSION ARE THE SAME; K THE PROPERTY HAS DIRECT ACCESS TO CONTAINED IN T TLE COMMITMENT GF NO. 00034675 OF UNIVERSITY TITLE COMPANY, EFFECTIVE TEXAS AVENUE, A DEDICATED, COMPLETED AND ACCEPTED PUBLIC STREET MAINTAINED BY THE DATE OF SEPTE 4BER 23, 2003, AND IS SUBJECT TO THE LIMITATIONS OF THAT CERTIFICATE. APPROPRIATE GOVERNMENT EIN T ITY; AND (L) THAT ALL OF THE VISIBLE ABOVE GROUND UTILITIES 2. BEARINGS WERE 3ASED ON THE DEED RECORDED IN VOL. 3303, PG. 297 OF THE BRAZOS COUNTY ARE SHOWN HEREON. TO THE BEST OF MY KNOWLEDGE. DEED RECORDS... NO PART OF THE SUBJECT PROPERTY LIES WITHIN THE 100 -YEAR FLOOD PLAIN OR IN AN 3. THE SUBJECT TRCT IS LOCATED IN ZONE "X "(UNSHADED) ACCORDING TO THE FEDERAL EMERGENCY IDENTIFIED "FLOOD PRONE AREA" OR "SPECIAL FLOOD HAZARD AREA ", AS SUCH CAPITALIZED MANAGEMENT AGtNCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 48041C TERMS ARE DEFINED BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT IN 0144C, REVISED JULY 02, 1992. ZONE DETERMINATION WAS DONE BY GRAPHIC PLOTTING ONLY, ADMINISTERING THE FLOOD DISASTER PROTECTION ACT OF 1973, AS AMENDED. WE DO NOT ASS IME RESPONSIBILITY FOR EXACT DETERMINATION. ZONE "X "(UNSHADED) AREAS ARE AREAS DETERMIhtED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. THIS SURVEY MEETS THE STANDARDS PRESCRIBED BY THE TEXAS SOCIETY OF PROFESSIONAL SURVEYORS FOR CATEGORY I' CONDITI,ON. = 11�S1'R., EY: 4. ELEVATIONS SHCVN HEREON ARE BASED GPS COORDINATES DERIVED FROM TRIMBLE 4800 GPS RECIEVERS AN J TRIMBLE GEOMATICS OFFICE GPS PROCESSING SOFTWARE IN NAVD88. ELEVATIONS SHC•NN TO THE NEAREST TENTH ARE NATURAL GROUND SURFACE ELEVATIONS AND f` 1 ( 7 ELEVATIONS SHOWN TO THE NEAREST HUNDREDTH ARE SOLID SURFACE ELEVATIONS. / !`p` 7 - r �r ;�r. Di /z, 0 7 6. SANITARY AND WATER LINES SHOWN HEREON ARE BASED ON UTILITY PLANS ACQUIRED FROM THE MIKE KURKOWSKI ;y � °R J DATE: CITY OF COLLEGE STATION AND WERE FIELD VERIFIED WHERE POSSIBLE. OTHER UTILITY PLANS R.P.L.S. NO. 5101 OR INFORMATION MAY EXIST NOT KNOWN TO THIS COMPANY. STATE OF.TEXAS 7. SURVEYOR DID N'jT PHYSICALLY ENTER MANHOLES. UNDERGROUND PIPE SIZES WERE DETERMINED BY ;. " ':? F'i,' A MEASURE DOV METHOD FROM TOP OF MANHOLE RIM OR TOP OF GRATE OR TOP OF CURB AND ti ^ 5 `� Windrose Land Services Inc. WERE COMPARED WITH UTILITY PLANS WHERE POSSIBLE. � / p o 10675 Richmond Avenue., Bldg. #7 8. ENVIRONMENTAL AND DRAINAGE ISSUES ARE BEYOND THE SCOPE OF THIS SURVEY. �+ Houston, Texas 77042 9. STORM LINES SH!WN HEREON ARE BASED ON FIELD INSPECTION ONLY. SURVEYOR CONTACTED THE Phone (713) 458 Fax (713) 461 - 1151 1 ! CITY OF COLLEG STATION FOR UNDERGROUND UTILITY MAPS, BUT AT THE TIME OF SURVEY, NO Professional Surv Services PLANS WERE AV;ILABLE. SURVEYOR STRONGLY SUGGEST FURTHER INVESTIGATION INTO THE EXACT S Y 9 LOCATION OF SAID LINES. 10. GAS, ELECTRIC &, D TELEPHONE LINES SHOWN HEREON ARE BASED ON PAINT MARKS AND PIN FLAGS FOUND ON THE .ROUND AT THE TIME OF SURVEY ONLY. IT IS THE CONTRACTORS RESPONSIBILITY BOUNDARY AND TOPOGRAPHIC SURVEY OF TO CONTACT TEXAS ONE CALL OR OTHER UTILITY NOTIFICATION SERVICE, PRIOR TO CONSTRUCTION. 0.3848 ACRES OR 16,764 SQUARE FEET OF LAND 11. T.B.M. CUT "X" :jN THE NORTHEAST CORNER OF AN INLET AT THE NORTHWEST CORNER OF THE SITUATED IN THE CITY OF COLLEGE STATION INTERSECTION OF LINCOLN AVENUE WITH TEXAS AVENUE, HAVING AN ELEVATION OF 318.34 FEET 9 (1983 ADJUSTME. EF,14AZOS COUNTY, TEXAS 12, SUBJECT TO A EASEMENT GRANTED TO THE CITY OF BRYAN IN VOL. 98, PG. 231, B.C.D.R. (APPEARS TO BE BLANKET IN NATURE.) FIELDED BY: PW CHECKED BY: MJK JOB NO. 36322LC 13. NO RIGHT OF WAY MAPS WERE AQUIRED FOR THIS PROJECT. DRAWN BY: RK DATE: JANUARY 2004 SHEET NO. 1 OF 1 EvIle'lT - i� sv ►ZHHHS OT : T :Hw3s maxom * 008 'LZ HDUK :HlvQ en � w N �.• p 0 0 0 0 0 o O o 0 0 0 0 0 o ro W W b ro ro ro ro o 0 0 0 It z 0 H O � � O CD R y ► y H y►� 1XI (C yr b � y O O G° b C4- Ul ty �d C, d ro C) C) CA .�. J> 0 m t Z o-3 (= d CA y7W.iogj no ay} jo uolsslwjad uallpm aqj }no - #lm pasn aslmjagjo jo 'pasoloslp 'pa}oolldnp aq }ou boys juawn -oop sly} ul 6uuoaddo palldwl jo 'ua}}um'umojp .,agala'uol}owao }u! 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OTHER DELETERIOUS MATERIALS SHOULD ANY BE IDE PAINTED 5TAL ��i + � �L �s X ENCOUNTERED I. 4 W c \�� PROPOSED FUTURE 2. 4" WIDE PAINTED CR055- STRIPING AT 24" O.G. W/ BORDER 2 \'� \'�? N ACC DRIVE 2. PROVIDE POSITI DRAINAGE BY SLOPING AND DIREGTINS � THE RUNOFF FROM AWAY THE BUILDING SITE. WHITE TRAFFIC PAINT. 9, 9 \ is� HIGH WOOD FENCE TRASH ENCLOSURE. 5. PROOF ROLL THE PREPARED 501L TO LOCATE ANY NET \ Uj� \� \ - �. 12 STAB i L i Z I NC AG�NTS�(FLY A5H, FLUE DUST, WrPRATED LIME, 4. ACCESSIBLE RAMP, 14 � OR CEMENT). COMPACT THE SOIL TO 100 90 OF NATURAL 5. CONCRETE PAVEMENT. REFER TO CIVIL DRAW I N55 DEN51 T`(. RE INTERNATIONAL AGGE551BILITY 5YMBOL ,�� �� 4. ANY FILL REQUIRED UNDER FLOOR SLABS IN THE BLDG. 6. 56 5GUA AREA OR BACK FILL 501E SHOULD BE A SELECT SOIL �!s �'� CON515T I N5 OF 5ANDY AND /OR 51 LTY CLAY FREE OF ANY - 7. ELECTRICAL 5LEEVE 9 -��/ � ORGANICS, TRASH, OR OTHER DELETERIOUS MATERIALS WITH A 5. ACCESSIBLE 510N � UTILITY �{� �\, MINIMUM LIQUID LIMIT OF 26. THE PLA5TIGITY INDEX (PI) F EArJE1 SHOULD RANGE BE A MAXIMUM OF (25). STRIPPED AND RK I N5 L I SHT POLE Q 1 2�` �/O GLEANED ON -51 TE 501L MEETI N5 THE PI REG2U I REMENT CAN BE a. NEW PA 0 �� ��, " T EE U5ED . COMPACT THE SELECT FILL IN 51X (b) INCH L I FT5 TO A 10. IRRIGATION SLEEVES. v �' XIST.) \ 2 ' ` \•� MINIMUM OF NINETY -FIVE ( PERCENT OF 5TANDARD - \ /G \• \ LLESE STATION F .GO �� �� � � \�'� 2 PROCTOR DENSITY, IN CONFORMANCE WITH THE STANDARD 11. NEW CONCR ETE DRIVE AS PER CITY O \ "� � V / \ DESIGN REG2UIREMENTS. !� �u i8, \� °� \�` � PROCEDURE, ASTM D 6Q8, AT OR WITHIN (3) PERCENT OVER ` AND TWO (2) PERG NT OPTIMUM MO15TURE. PAVEMENT 12. EXISTING CONCRETE �\ ` { �I�,G' E 5T.) I� \��� \` � 5. THIS BUILDINGz WILL NOT UTILIZE GAB UTILITIES. � 0 T E „�� �� `\• �'� (NO CHAS LINE TO SE PROVIDED UNDER THIS CONTRACT) 15. EXISTING 5TORM DRAIN �� l� (Q U \ \ �- \ pj �0��` EX ST.) / ` is / ' p 14. E CURB TO REMAIN. XISTINS CONCRETE �' l`\� \Q,�� �`' \w : + .� �.. . G NOT -•� � tR U � ., s ` 15. NEW 4' -O r* " CONCRETE SIDEWALK �� 1( 1. DIMENSIONS 5HOWN ARE TO THE FRONT FACE OF CUR55, STING FIRE HYDRANT EE � � U � � ` YPICAL. xI 1, - � S T S �` �`� b ' •Q• �� /�Q� T ` , I6. E ''V Q 2 � �� ,'�' � � •� � 2. UNLESS OTHERWISE NOTED ALL PARKINS STALLS SHALL y" BE a -O 17. EXI5TIN5 POWER POLE Qa WIDE X 18 -O DEEP. STRIPINS SHALL BE 4 WIDE �� / `@ .,� ,•' S,�lN.� 1R. WHITE TRAFFIC PAINT. 18. LOCATION OF ELECTRICAL RACEWAY• o: �" � I ,� �� ;• � ,• \ E�CIST. 3. CURB RADII SHALL BE AS NOTED OR TO MATCH WIDTH OF la. EXI5TIN5 SIDEW � ALK 5 + II I LAND APE 20. LOCATION OF NEW TELEPHONE PEDE5TAL FOR BUILDING, '� ,p �° 17 A + + = " " ` Y /SURVEY DATED .1ANUAR Y 26, COORDINATE W/ TELE. CO.- PROVIDE 5LEEVE AN PULL5TRIN5 TO D + 2 4. 0 4, THE PROPaSED SITE DOES NOT LIE WITHIN PER THE B DUNDAR � ], --. _ •� : '�" 2 f Ex�2�- 200 THE THE LOCATION 5ET BY TELEPHONE COMPANY A 3 --_ '� FLOODPLAIN. MLA DOES NOT TAKE RE5PON51BILITY FOR ONTRA5TIN5) CONCRETE COLOR TO BE SELECTED P + .. .. +' G � + 8, � - + � •�'` d SAN!�WR. (E) B EXACT DETERMINATION 21. COLORED ( \\ \ ' Y DESIGNER �� 2 '� + - - - :• .: �: `•� �' � EXIT,, �1�AL P I'S I 5 K WAL �/ + ' .. ' a•, `� a . ��i�j� ' \ P,�R (� 22. NEW CONCRETE 5IDE � ......... 8 + /- Q �`' , • .� % C _�V �\ \_/ ' \� +: ♦ 25. LOCATION OF ENTRY DOOR5 2 .. / ; ��`� PARKING 5TALLS REQUIRED: 5P. 24. EDGE OF EXI5TING CONCRETE 51DEWALK. C.G. TO PROVIDE �' ,�o �� V i 0�� +� /% ®► AND INSTALL EXPANSION ,1OINT MATERIAL AT TH15 LOGARTION /. 9� O '` ' ' / o v '' i 14 � PARKINS 5TALL5 PROVIDED: 14 SP.t/ AGGE551BLE 5TALL5 PROVIDED: 2 5P. � �L (� 4 " 1S (P120P05 10 1 .. EX-15T. (� LEG ;END ( EXI ST, �j 2O (PROPOSED) � ••••• + % lO 21 TEMPORAR g 1 UJATERL INLET 2 N I \�'�! " SANITAfi�1' SEWER Q;11 /' / � PIPELINE MARKER S % +•• 1'' Q ' i TM TELEPHONE PEDESTAL \ `3, `l : ( WM W .� .:•.• WATER METER _ + STOP NEW � s�. � . •� � „ � ' S % � 51CxN % CURB �.�\ \ �� �,� 5 , � 23 < ,� WW SL O FF VALVE PROPER 4. 2 RE ELECT RISER Pi � r� ' STRET LIGHT a L1r=HT POLE CEXIST) >��� v � 2 ' � ® ELECTRIC SOX EAU 6 � \\\ ' , \� ELEVATION TIC MARK - / (p - Q '�� MONITOR WELL - _ -- - C CRETE \ - - - - - - - / 1S / !� { - -- _1 G1,�1�1 =3 •�`� \ � •y' / i % i� co CLEAN OUT I V 2 �YQ' O BOLLARD 2 14 i FH FIRE HYDRANT 14 (Ex15T) `, �// f t) i TOTAL SI AREA: S. / CO / ; TOTAL LAND DEVELOPMENT O.5B48 AG. (Ib,7b4 5F) 2 14 (EXIST) ELECTRIC* \\ (EXI 0� G LJ of \. `� f4 J X 1 ST I L- 14 a ��� 14 P O SIG L) 2 �Q `� ��' AN.SIUR. MH(E ) M T R. EXIST. 0 LET (E) ������ 5 R. 14 N ��• ST. (� i W/MH(E) a Ex15T1N�A �� EXIST. 2 N HANDICAP 'hi N RAMP o 0 13 �� i C5 S ARGHITECTUfRAL SITE FLAN SCALE = 1:10 S•. al 1 t 2 a M tC> O W E x ` § l- E_ 134 o PQ E W W �x A �OPYr�9 All inform ation.eith er drown,written. or implied appearing in this doc- ument shall not be duplicated, disclosed, or otherwise used with- out the written p n of the author, MLA 0 in A Z Ei Lo O *tzI`- � w �%M M In P-4 H QQ v �E� W - w Z W O LO C� Q L O W � H cc � w � Z 1� ^ CD CID E- w E-4 � H � co 0 z d a !k - z o PL' E- F Z a a w P4 5 a o w z E40 �D 0 CD A ,j 0 0 0 z�� DATE: MARCH 27, 2004 CHECKED: SCALE: 1 : 10 SHEET A _`j NV 'ld �r�i�id ClNno�!IIDN�aNn IV N]ciO 01 T IX ( LL ]_I._0N - _Is) �` F3Z' 3L —�� == r s C, 9f L _7N Y �gG` GSA= i�� —���nN 3NOO NI �<x,, ...I_.n `�\ `Y`�� =-=�_� 1' 6Z-V 12 =0 (1���NI f i:j,�' i.LS f go`Z �2=11A —�N W ' 0 '1 ZZ'L - �,� ,�� 3tr'� I -8 0 ( }--] N 11 ' caM S' N Vs ,; .. v�'� �� �/ ON-1— 1 l ` `JNO`1 NI X ; 6L'L L2 — A 7 � 1] 0111 J z< <s (A)HM Mc;'NYS ^ c, SHIN M ._I_.: i__M - �1r1S� "y' E 0. �l « �`� j "S' `� ;�'�' = 'f1�i13 Alf J `d)(' A/M -1 J1~'�`tS C -i .1 -]A V. �n �inii i f �, &> J = Z% S't'ep 12\ 90 L � Z9 L;' 8L" !. 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S VVR. M H (E) RIM E-EV'=319.10' [.1NE(P" GO SE - - F L _ _• � j�� NE-1 W FL­­,51 1. 151/ S B (C = 3 2 0. 10 = 3 7 19.70 -A�, - - <//o BC=3 G FN D I 0 \1.,_I­ 0 B r / SET 5 8 IR PAVING NOTES 1. CONCRETE PAVEMENT CONSTRUCTION TO CONFORM WITH TxDOT ITEM 360. CEMENT PLUS FLY ASH SHALL BE USED ACCORDING TO TxDOT ITEM 421. 2. DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB. 3. ALL CONCRETE CURBS ARE 6 INCHES HIGH UNLESS NOTED OTHERWISE. 4. PAVEMENT MARKINGS SHALL BE WHITE IN COLOR FOR PARKING STALLS AND HANDICAPPED (ADA) WALKWAYS AND CROSSWALKS. 5• PAVEMENT MARKINGS SHALL CONSIST OF TWO (2) COATS OF CHLORINATED RUBBER TRAFFIC MARKING PAINT MEETING THE REQUIREMENTS OF FEDERAL SPECIFICATION TT-P-115--F, TYPE 3. V ep 7 SJAN.SWR ev 1 M EEV= 1, 0 %,0 6 SAN.SWR. A 'SE F L - _ a . I !. " / / \ A , / is r ` , /�. f% C \ % . r N W- FL=- Ji • V-6 N r 3) 2'. 0. 16 .7 20. OF) C' 0 7 . 1 N z C) N j N. 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F fj rw.�,v DIMENSION CONTROL FLAN WAX$ P a to' CQ z O Copyright 2004 All Information,elther drown,written, or Implied appearing in this doc- ument shall not be duplicated, disclosed, or otherwise used with- out the written permission of the MLA 09 0, VASMTKHMAMj ii�7 E-4 z Z z c� E­4 0 * o wo 41 - r Z 0 z O Pk ag 3 DATE: MAY 10, 2004 CHBCMM.• VHI SCAUL. 1 SHEET 7-- — 7 IHHHS SIN HA :GMIMD 1'003 'OT AM 'RLVQ XVW ..Zl!'NIW „9 ODl 3A31S .,b/£ DNISSVd IN30H3d MIAINIW 5£ 3A315 OOZ'ON ONISSVd 1030d WnWIXVW 'AVO ONINHOM HOV3 JO ON3 3H1 1V 033VId ONLLVId HO 0'O 51. 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AND EXPANSION JOINTS NO FARTHER THAN 20' -0" O.C. i #3 Bars O 12" O.C.E.W. d 4 COMPACTED SUBGRADE L f 7 I 1 t L t i C C t t t v 0 I 0 i In N to i L v 4- y 0 EXISTING CURB & GUTTER TYPE "C' EXPANSION JOINT 1'-6" MATCH rL OF EXISTING TO BE REMOVED 'AC CESSIBLE ROUTE 14' MINI ELEV,- T/C ELEV.-Y' z I L GUTTER 41 *1 EXISTING PVMT, } GRANULAR MATERIAL ACCESSIBLE ROUTE (4' MIN.) 4 ., > = IL (OPTIONAL) MOISTURE) CEMENT STABILIZED FOR ROCK, CONCRETE — NOTE N04 6 Of THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT Or ,.-- EXISTING BASE DEFORMED TIE BAR DRIVEWAY APRON SHALL BE WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. •3 X 18 ".12" O.C. OR 4" (28-DAY CONCRETE _E •4 X 18 ", 1B" O.C. STRENGTH = 300D psi). ' FOR TIE TO CONCRETE TO W /•3 BARS a 12" O.C.E.W. METAL "T" POST PANTED GREEN. CONCRETE PAVEMENT ONLY or •4 BARS It 18" O.C.E.W. 7. TWENTY -FOUR (241 HOUR NOTIFICATION TO ENGINEERING 3, ALL MATERIAL SHALL BE SOR 21 ASPHALT APRONS SHALL BE IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. ALLOWED ON OPEN DITCHED THE MATERIAL SHALL HE FREE FLOWING AND WHEN WET, SHALL e STREET SECTIONS ONLY. 4. CLUED FITTINGS WILL ONLY BE SECTION A -A Ip TYPE "G" EXPANSION JOINT COMPACTED CEMENT STABILIZED SAND, 1 -V2 SACK /CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS A ' SEE "RESIDENTIAL WSIDEWALK SEE NOTE S� 5. A CLEAN OUT IS REQUIRED PROPERTY LINE AMBULATORY RAMP AT STREET THE PLUMBER AT THE ROW PLAN PIPE & PVC PIPE INTERSECTIONS & DRIVES" DETAIL • - -- S2 -o2 y 0 CURB RETURN RADIUS +2' 1'-6" t < 'AC CESSIBLE ROUTE 14' MINI 1' -6" z I L (SEE NOTE 3) } GRANULAR MATERIAL ACCESSIBLE ROUTE (4' MIN.) C CUSHION REQUIRED > = IL (OPTIONAL) MOISTURE) CEMENT STABILIZED FOR ROCK, CONCRETE NOtE �• NOTE N04 6 Of THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT Or ,.-- , I WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. SEWER SERVICE. TYPE "D" LONGITUDINAL _E JOINT LONGITUDINAL J I 10 a to 'L 2 COMPACTED SUBGRADE 1. SUBGRADE TO BE STABILIZED WITH LIME FLY ASH (2X LIME BY DRY WEIGHT AND 8X FLY ASH BY DRY WEIGHT) IN ACCORDANCE WITH TxDOT SPECIFICATION ITEM 266. THE LIME USED SHOULD BE (TYPE A) HYDRATED LIME OR (TYPE 8) COMMERCIAL SLURRY CONFORMING TO TxDOT SPECIFICATION ITEM 264. COMPACT THE SUBGRADE TO 95X STANDARD PROCTOR DENSITY PER ASTM D - 698. m� #4 Bars O 18' O.C.E.W. N i SECTION A -A SE SLOPING AWAY FROM INTERSECTION SLOPING TOWARD INTERSECTION STREET WIDTH { F" THIMC rnI4rRFTF NOTE RAMPS ONLY W $EN 12' MM. TO W /•4 t%Ax3 o to W.I.. ^• °- - A POINT OF SIDEWALK NOT INSTALLED MAX 25'- RETURN CURB TO NAVE W /•3 BARS A7 12" O.C.E.W. CURVATURE 70 DRIVEWAY. (VARIES► A ROLL FACE DIM) HAV OR .4 BARS AT 18" O.C.E.W. W /5" LSSB TO V BEYOND B.O.C. CURB BACK OF AT RADIUS POINT ( 4' SIDEW - } -I--I- H- 1 -�-•I- EXPANSION JT. 5' R & 25' RAID. {MIN.) . (MIN) . BACK OF CURB SMOOTH DOWEL BAR, 4 * I 1/2 "(� X 16", WITH I i TYPE D CAP a 12" O.C. LONGITUDINAL ACCESSIBLE RAMP JOINT (COATED w /HEAVY aREASEI NEAT SAW CUT NEAT SAW CUT 1 (SEE RAMP DETAIN SAW CUT A 1' ACCESSIB tOP710NAL1 LE ROUTE TYPE "C" EXPANSION JOINT E %)STING CURB &GUTTER TO t BE REMOVED. REPLACE STREET i POINT OF *MAINTAIN t / ;" PER FOOT SURFACING AS NEEDED, I TANGENCY CROSS SLOPE. 4' MIN. WIDTH. • • .... .. . ** EXISTING SIDEWALKS, (A MIN. NOTE' EXPANSION 5 �£ JOINT (TYP.) OF 4' BEHIND SACK OF CURB), CONTACT TRANSPORTATION ( -' j A MAY REMAIN IN PLACE 0 GRADE. SERVICES AT 209 -5930 PRIOR t+ �J tit (�> SEAL WIAPPROVED OTHERWISE SIDEWALK MUST TO PLACING CONCRETE. v EXPANSION JOINT MATERIAL BE REMOVED. RESIDENTIAL DRIVEWAY sT2 -oo TYPICAL STREET CONCRETE APRON F sT2�-o1 r W 6 A > MATCH OF EXISTING TYPE "D" EXPANSION JOINT. _ t Ir a OR(VEWAY GUTTER ELEV. • T/C ELEV. +3" TYPE "G" EXPANSION JOINT 0 SLOPE V�T - - - � PROPERTY LINE I 94 1 114' PER EXISTING CURB & GUTTER I APPROX. !2" TO BE REMOVED } DRIVE VARIES WIDT VANES DRAINAGE CULVERT £%(STING PVMT. 16„ * t 25' MIN. 7 40 MAX RETURN CURB TO HAVE (MIN. DRAINAGE DIE CONIC. PIPET MAINTAIN /4" PER FOOT A ROLL FACE DIMINISHING SECTION A - A A CROSS SLOPE. S'MIN. WIDTH AT RADIUS POINT. PROPERTY - j TYPE "D" AMBULA70RY RAMP LINE REMOVE CURS I LONGITUDINAL SLOPE 1.12 MAX. NOTE - - -- ' — EXISTING BASE DEFORMED TIE BAR DRIVEWAY APRON SHALL 8E 15 MW. R. 1. LENGTH OF DRAINAGE PIPE FOR rDRAINAGE •3 X 18". 12" D .C. OR 6" (28-DAY CONCRETE THRU RAMP =- • - -• —• CULVERT RESIDENTIAL DRIVES IS •4 X 18 " " "..... ,18" O.C. STRENGTH= psi). - '• "''°' " { -- 3W MAX. & 20' MIN. FOR TIE TO CINCRETE TO W/'3 BARS 0 12" O,C.E.W. 5' SIDEWALK --L 2. ALL DRIVEWAY PIPETS WITHIN EDGE PVMT. CONCRETE PAtLMENT ONLY or ►4 BARS a 18" O.C.E.W. _ _ _ » ».. «.......... » »..... STATE R -O-W MUST HAVE ASPHALT APRONS SHALL BE NEAT 3' SLOPED END SECTIONS _ SEC A -A ALL ON OPEN DITCHED NE (6n.SLOPE) AS SPECIFIED » ..» - - � C ��`�_. .-� STREET STREET SECTIONS ONLY. SAW CUT ,�ee SAW CUT BY TDHPT. A - ± ' _ :. L'^ - . ` r>�' ^� - :.. » ». 1 . i NOTE: CONTACT TRANSPORTATION - `j +` � TYPE "G" A EXISTING CURB & GUTTER TO TYP D R! V E W AY ENTRANCE SERVICES AT 209-5830 PRIOR EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET 70 PLACING CONCRETE. SURFACING AS NEEDED WITH CULVERT COMMERCIAL DRIVEWAY : ST2 -o T2 "0 - INT INSERT BACKER ROD. —� C THEN SEA. WITH \ ELASTOMERIC SEALANT SIKAFLEX 2C OR EQUAL 4) 1 / 8 » 1 /S" WIDE x 1 1/2" DEEP SAW CUT JOINT. SAW CUT WITHIN 24 HRS. AFTER POURING POURING CONCRETE (SAME DAY IF TEMP. RISES ABOVE W F) SAWCUT STOP REINF. 6 U6E —FLY ASH TREATED SUBGRADE •, 'A D• JO DETAIL 3. NOTE: CURB RETURN RADIUS +2' 3.ALL BEDDING 6 INSTALLATION OF DUCTILE IRON PIPE SHALL o = CURB RETURN RADIUS �-•-- 1' -6" �2" (SEE NOTE 3) } GRANULAR MATERIAL ACCESSIBLE ROUTE (4' MIN.) C CUSHION REQUIRED > = IL (OPTIONAL) MOISTURE) CEMENT STABILIZED FOR ROCK, CONCRETE BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST NOTE N04 N.TE Of THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT Or BE SET TO ALLOW SANITARY WITH PVC CAP I WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. SEWER SERVICE. (SEE NOTE 31 _E w LONGITUDINAL ' tMIN.IV SLOPE JOINT METAL "T" POST PANTED GREEN. CTION A -A SECTION A -A SE SLOPING AWAY FROM INTERSECTION SLOPING TOWARD INTERSECTION STREET WIDTH { F" THIMC rnI4rRFTF NOTE RAMPS ONLY W $EN 12' MM. TO W /•4 t%Ax3 o to W.I.. ^• °- - A POINT OF SIDEWALK NOT INSTALLED MAX 25'- RETURN CURB TO NAVE W /•3 BARS A7 12" O.C.E.W. CURVATURE 70 DRIVEWAY. (VARIES► A ROLL FACE DIM) HAV OR .4 BARS AT 18" O.C.E.W. W /5" LSSB TO V BEYOND B.O.C. CURB BACK OF AT RADIUS POINT ( 4' SIDEW - } -I--I- H- 1 -�-•I- EXPANSION JT. 5' R & 25' RAID. {MIN.) . (MIN) . BACK OF CURB SMOOTH DOWEL BAR, 4 * I 1/2 "(� X 16", WITH I i TYPE D CAP a 12" O.C. LONGITUDINAL ACCESSIBLE RAMP JOINT (COATED w /HEAVY aREASEI NEAT SAW CUT NEAT SAW CUT 1 (SEE RAMP DETAIN SAW CUT A 1' ACCESSIB tOP710NAL1 LE ROUTE TYPE "C" EXPANSION JOINT E %)STING CURB &GUTTER TO t BE REMOVED. REPLACE STREET i POINT OF *MAINTAIN t / ;" PER FOOT SURFACING AS NEEDED, I TANGENCY CROSS SLOPE. 4' MIN. WIDTH. • • .... .. . ** EXISTING SIDEWALKS, (A MIN. NOTE' EXPANSION 5 �£ JOINT (TYP.) OF 4' BEHIND SACK OF CURB), CONTACT TRANSPORTATION ( -' j A MAY REMAIN IN PLACE 0 GRADE. SERVICES AT 209 -5930 PRIOR t+ �J tit (�> SEAL WIAPPROVED OTHERWISE SIDEWALK MUST TO PLACING CONCRETE. v EXPANSION JOINT MATERIAL BE REMOVED. RESIDENTIAL DRIVEWAY sT2 -oo TYPICAL STREET CONCRETE APRON F sT2�-o1 r W 6 A > MATCH OF EXISTING TYPE "D" EXPANSION JOINT. _ t Ir a OR(VEWAY GUTTER ELEV. • T/C ELEV. +3" TYPE "G" EXPANSION JOINT 0 SLOPE V�T - - - � PROPERTY LINE I 94 1 114' PER EXISTING CURB & GUTTER I APPROX. !2" TO BE REMOVED } DRIVE VARIES WIDT VANES DRAINAGE CULVERT £%(STING PVMT. 16„ * t 25' MIN. 7 40 MAX RETURN CURB TO HAVE (MIN. DRAINAGE DIE CONIC. PIPET MAINTAIN /4" PER FOOT A ROLL FACE DIMINISHING SECTION A - A A CROSS SLOPE. S'MIN. WIDTH AT RADIUS POINT. PROPERTY - j TYPE "D" AMBULA70RY RAMP LINE REMOVE CURS I LONGITUDINAL SLOPE 1.12 MAX. NOTE - - -- ' — EXISTING BASE DEFORMED TIE BAR DRIVEWAY APRON SHALL 8E 15 MW. R. 1. LENGTH OF DRAINAGE PIPE FOR rDRAINAGE •3 X 18". 12" D .C. OR 6" (28-DAY CONCRETE THRU RAMP =- • - -• —• CULVERT RESIDENTIAL DRIVES IS •4 X 18 " " "..... ,18" O.C. STRENGTH= psi). - '• "''°' " { -- 3W MAX. & 20' MIN. FOR TIE TO CINCRETE TO W/'3 BARS 0 12" O,C.E.W. 5' SIDEWALK --L 2. ALL DRIVEWAY PIPETS WITHIN EDGE PVMT. CONCRETE PAtLMENT ONLY or ►4 BARS a 18" O.C.E.W. _ _ _ » ».. «.......... » »..... STATE R -O-W MUST HAVE ASPHALT APRONS SHALL BE NEAT 3' SLOPED END SECTIONS _ SEC A -A ALL ON OPEN DITCHED NE (6n.SLOPE) AS SPECIFIED » ..» - - � C ��`�_. .-� STREET STREET SECTIONS ONLY. SAW CUT ,�ee SAW CUT BY TDHPT. A - ± ' _ :. L'^ - . ` r>�' ^� - :.. » ». 1 . i NOTE: CONTACT TRANSPORTATION - `j +` � TYPE "G" A EXISTING CURB & GUTTER TO TYP D R! V E W AY ENTRANCE SERVICES AT 209-5830 PRIOR EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET 70 PLACING CONCRETE. SURFACING AS NEEDED WITH CULVERT COMMERCIAL DRIVEWAY : ST2 -o T2 "0 - INT INSERT BACKER ROD. —� C THEN SEA. WITH \ ELASTOMERIC SEALANT SIKAFLEX 2C OR EQUAL 4) 1 / 8 » 1 /S" WIDE x 1 1/2" DEEP SAW CUT JOINT. SAW CUT WITHIN 24 HRS. AFTER POURING POURING CONCRETE (SAME DAY IF TEMP. RISES ABOVE W F) SAWCUT STOP REINF. 6 U6E —FLY ASH TREATED SUBGRADE •, 'A D• JO DETAIL 3. NOTE: 4" PVC EXTENSION 3.ALL BEDDING 6 INSTALLATION OF DUCTILE IRON PIPE SHALL W /PVC CAP (� tMANUALLY CONSOLIDATE .' AT OPTIMUM �2" (SEE NOTE 3) } GRANULAR MATERIAL 1. WHERE DOUBLE WYE SERVICE C CUSHION REQUIRED VARIES ELEVATION IS LESS THAN 2' -7" MOISTURE) CEMENT STABILIZED FOR ROCK, CONCRETE BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST PVC DOUBLE WYE 4" Of THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT Or BE SET TO ALLOW SANITARY WITH PVC CAP I WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. SEWER SERVICE. (SEE NOTE 31 PVC (SEE NOTE 3) w 2. MARK EACH SERVICE END W11H ' tMIN.IV SLOPE ( ' ix METAL "T" POST PANTED GREEN. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 z 7. TWENTY -FOUR (241 HOUR NOTIFICATION TO ENGINEERING 3, ALL MATERIAL SHALL BE SOR 21 MINIMUM PERCENT PASSING 3/4" SIEVE 100 IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. D2241. THE MATERIAL SHALL HE FREE FLOWING AND WHEN WET, SHALL e 1 4. CLUED FITTINGS WILL ONLY BE NOT ADHERE TO FORM A HALL WHEN PRESSED IN THE HAND. Ip ALLOWED AT THE DOUBLE WYE COMPACTED CEMENT STABILIZED SAND, 1 -V2 SACK /CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS CONNECTION. GLUED FITTINGS TO ' BE PVC -bwv. SEE NOTE S� 5. A CLEAN OUT IS REQUIRED SANITARY SEWER AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW PLAN PIPE & PVC PIPE FOR EACH SERVICE. METER BOX OR STANDARD CLEAN -OUT BOOT 6" CLEAN OUT STACK DIP OR PVC (r. 2 C v. LL tz FOR EARTH, SEE BEDDING AND TRENCH DETAIL STD. 4XBENO STACK VARIES IN H 0' Y SERVICE FITTIN G 45°BEND (SEWER TEE} SEE NOTE 5 BEND CO NNECTION PROFiI F STANDARD CLEAN OUT FOR MAIN LINE DEEP CO S2 - -01 Q SELECT NATIVE MATERIAL ORIGINAL GROUND IN R_O_w MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA ROCKS. LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) NOTES: VARIES INCHES M THE LARGEST DIMENSION), COMPACTED TO A PLACE METAL DETECTOR - "�?^ -? ,,, • , +. • .:: ., MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY TAPE AT 12 " -18" DEPTH. !. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET! ASTM D698 tSTANDARD) AT A MOISTURE CONTENT WITHIN STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS, 3.5'MtN.tSEE NOTE i.t OPTIMUM TO •4Y OF OPTIMUM UNDER NON- STRUCTURAL 2.ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ATEAS (' YARDS PASTURES EASEMENTS)AND TO A �_ Q SELECT MATERIAL ACCORDANCE 10 ANSt /AWWA STANDARDS FOR PVC PIPE ---6" CONCRETE PAVEMENT. SEE DWG. C -3 FOR LIMITS OF PAVING �- 6" SUBGRADE MINIMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED 6"-12" 3.ALL BEDDING 6 INSTALLATION OF DUCTILE IRON PIPE SHALL R W (� tMANUALLY CONSOLIDATE .' AT OPTIMUM �2" } GRANULAR MATERIAL C CUSHION REQUIRED VARIES MATERIAL SHALL BE BANK RUM RIVER SAND WHICH IS FREE MOISTURE) CEMENT STABILIZED FOR ROCK, CONCRETE (MIN. 11 SLOPE! OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4" Of THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT Or SAND AS SHOWN. 3.5' MIN.(SEE NOTE 1.1 I WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. �'• -TAY SERVICE FITTING -� NOT LESS THAN 3" PVC (SEE NOTE 3) 6, ALL TRENCHES SHALL BE BACK rILLED AND TEMPORARY PAVING (SEWER TEE) SEE NOTE 5 ' tMIN.IV SLOPE OR PLATING PLACED AT THE END OF EACH WORKING DAY. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 STD. 4XBENO STACK VARIES IN H 0' Y SERVICE FITTIN G 45°BEND (SEWER TEE} SEE NOTE 5 BEND CO NNECTION PROFiI F STANDARD CLEAN OUT FOR MAIN LINE DEEP CO S2 - -01 Q SELECT NATIVE MATERIAL ORIGINAL GROUND IN R_O_w MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA ROCKS. LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) NOTES: VARIES INCHES M THE LARGEST DIMENSION), COMPACTED TO A PLACE METAL DETECTOR - "�?^ -? ,,, • , +. • .:: ., MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY TAPE AT 12 " -18" DEPTH. !. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET! ASTM D698 tSTANDARD) AT A MOISTURE CONTENT WITHIN STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS, 3.5'MtN.tSEE NOTE i.t OPTIMUM TO •4Y OF OPTIMUM UNDER NON- STRUCTURAL 2.ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ATEAS (' YARDS PASTURES EASEMENTS)AND TO A �_ Q SELECT MATERIAL ACCORDANCE 10 ANSt /AWWA STANDARDS FOR PVC PIPE ---6" CONCRETE PAVEMENT. SEE DWG. C -3 FOR LIMITS OF PAVING �- 6" SUBGRADE FAVING AND SANITARY -� DETAILS Wt .Ez N.I.S. CURB RETURN RADIUS +2' CURS RETURN RADIUS tOP710NAU NOSE ��� 3. t» O c I 0 ati 04 ,t o C . O Copyright 2004 All information,either drawn,written, or Implied appearing in this doc— ument shall not be duplicated, disclosed, or otherwise used with— out the written permission of the author, MLA t}�t 0F7'E4,� VASANT K. HARIANI ~ z 61547 � 1'0 W z V azV W pi _ ®w0 ,a U -P Q �zZU cn z a ° 0 U U z a 0 � Q W O Q DATE: MAY 10, 2004 CM 17 iY H S CUR: NTS SHEET MINIMUM OF 98X OF MAXIMUM DENSITY AS DETERMINED 6"-12" 3.ALL BEDDING 6 INSTALLATION OF DUCTILE IRON PIPE SHALL BY ASTM 0598 iSTANDARDI AT A MOISTURE CONTENT WITHIN OPTIMUM TO •47 OF OPTIMUM UNDER FUTURE STREET AREAS. (� tMANUALLY CONSOLIDATE .' AT OPTIMUM BE IN ACCORDANCE TO ANSVAwwA CIHO /A2l.50. 4_GOMPACtION SHALL BE ATTAINED Ely MECHANICAL TAMPING, } GRANULAR MATERIAL PVC ISEE NOTE 31 MATERIAL SHALL BE BANK RUM RIVER SAND WHICH IS FREE MOISTURE) S.DUST RESULTING FROM 114C CONTRACTOR'S PERFORMANCE (MIN. 11 SLOPE! OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4" Of THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT Or 2.0 MATERIAL AND WHICH. WHEN TESTED BY STANDARD LABORATORY METHODS. MEET THE FOLLOWING REQUIREMENTS: I C - UNDISTURBED SOIL WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. �'• -TAY SERVICE FITTING MAXIMUM UgUlq LIMIT 43 -.I PIPE 4•- 6, ALL TRENCHES SHALL BE BACK rILLED AND TEMPORARY PAVING (SEWER TEE) SEE NOTE 5 MAXIMUM PLASTICITY INDEX 15 0,0, OR PLATING PLACED AT THE END OF EACH WORKING DAY. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 6" MIN. /12" MAX. 7. TWENTY -FOUR (241 HOUR NOTIFICATION TO ENGINEERING MINIMUM PERCENT PASSING 3/4" SIEVE 100 IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. THE MATERIAL SHALL HE FREE FLOWING AND WHEN WET, SHALL CONNECTION PROFIL NOT ADHERE TO FORM A HALL WHEN PRESSED IN THE HAND. STANDARD COMPACTED CEMENT STABILIZED SAND, 1 -V2 SACK /CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS ' MOUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. SANITARY SEWER BEDDING AND TRENCH FOR Di PIPE & PVC PIPE SERVICE CONNECTION S2 -o2 s2 -oo FAVING AND SANITARY -� DETAILS Wt .Ez N.I.S. CURB RETURN RADIUS +2' CURS RETURN RADIUS tOP710NAU NOSE ��� 3. t» O c I 0 ati 04 ,t o C . O Copyright 2004 All information,either drawn,written, or Implied appearing in this doc— ument shall not be duplicated, disclosed, or otherwise used with— out the written permission of the author, MLA t}�t 0F7'E4,� VASANT K. HARIANI ~ z 61547 � 1'0 W z V azV W pi _ ®w0 ,a U -P Q �zZU cn z a ° 0 U U z a 0 � Q W O Q DATE: MAY 10, 2004 CM 17 iY H S CUR: NTS SHEET *91 "a 911VIEICI EIN11 Nal'VM ZO --bM ONISSO�IO 3dd3HOnnOHl NIVN d0 )-,VMHOIH 31b IV31d) 'awn03a St ONia06 Aa0 '£ SNOIIYOIdIO3d5 - MOiNH031 3141 NI 0313133dS SY 3e TWHS ONISVO '13315 'Z 'N0113nNISNO3 3NII 83M3S ONV b31VIA NOj NOI1V:)UI33dS OWUNVIS ADD 33S ONISSObO 3NII 83M3S ONY a31YM NO NOUVhVDAM SNOW 80.3 % ONlSVD 1331$ RON 3did a31aaY3 ! 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