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HomeMy WebLinkAboutDrawingsPROJECT NUMBER 1 i i Im 71 1 1 i i i Post Offimce Box 9960 College i 77842 6 CONES LOCA T10 � MAP 1.SITE .PLAN 2.ELECTRICAL PLAN 3. LANDSCAPE PL JAN 4.IRRIGATION PLAN 5.BCS STANDARD 'WALK DETAILS b.TRAFFIC CONTROL PIAN w REVit V®R COMPLIANCE MAR 2 6 2012 i COLLEGE STATION CYLEX COLOR TO BE C205 BROWN,2 SIDED W PAINT TREE DARK 2" RADIUS GREEN (2 COATS Georgia K -Flitch Park . , �! ' bra 3* HELVETICA MEDIUM PAINT TRUNK CONDENSED LETTERS DARK BROWN PAINT W/ 2 COATS 1/2- ROUTED BEIGE ENAMEL BORDER PAINTED 3• CURB/SIDEWALK WHERE APPLICABLE--• MARK LOCATION WITH gGALVANIZED CARRIAGE BDLT S/8 %2" 1 1 5��_-g EXTEND a rBEYOND CONCRETE r TAPE rIl]EU PS _ 3" 5CH 40 PVC PIPE 12" BELOW TDP OF GRADE TYP. SCORE JOINTS TO BE W O.C. EXPANSION JOINT'S 30' O.C. r1 2" MOIST SAND BASE \— 03 REBAR 12. 0 276 BASE FLOOD ELEVATION 1/2"—t" ABOVE GRADE �tB=DAY CONCRETE STRENGTH 3000 —(4" THICK MIN.) METAL T -POST AS REQ'D- TO MAINTAIN' SPACED 6' APART SILT FENCE AND/OR HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW. NAT URAL GROUND GROUND 77 - 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T --POST & WIRE MESH 8. OF FALTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS - _,"'m OF FLOW L Content Butch Willis D CSU (Water/WastewaW) 764-3660 �- , I .v. O.MY. 1 $E � M1IQy a. r� i 1 q, City g ( ) PnA SIDEWALK SECTIO % 4"X4" MIN. TRENCH 4 2 Al{ t Construction. shall S in accordance arch the current of College Station CS Standard S eeifieations �C SLEEVE 20•. for Stress Construction. BjCS Unified Technica3 Specifications, Water and Sewer and Generale, 2009, and BCS WOW pesign Details. Ail inspection shag be performed by the aiofE of the City Engineer of C.S. All construction shall be Coordinated with the City of C.S. City Engineer. ♦ % 3. In lieu of using the construction materials indicated in these pians. the Contractor shag obtain written approval '► SILT FENCE �iJE 1 1E 751 i i 1 from ` the City Engineer for any substitution prior to Construction. Requests far changes should include product 4 Information and an engineers soot where applicable. The contractor shag be financidUy responsible for the eagineer's 1 ?[7[7� (I�17(� time spent reviewing changes .and .redesigning hosed .on contractors .requests. �� �7 V V 4. Trench Safety Requirements shag be in accordance with OSHA Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. r� `` 5. TRENCHING AND RkMLLINf : NI trenching and backfgiing shag conform to the specifications set out herein. - 1 Testing shag be provided by a cuffed laboratory. at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shag include all srdewoiks andt shag extend W beyond the curb lines of an streets, alleys and parking areas % \, ♦% 6. tt is the responsibility of the contractor to comply with ag Stato and Federal Regulations regarding construction - activities near energized overhead power tines. Additionally, the contractor shag coordinate all proposed work and �� / \ �% FEMA 500 YEAR procedures with the City of of IdentFlectified cal Div Sep � -� � , � ` � � \ \1 � \ �*, FLOOD PLAIN � .000 +.. -• 7. At[ materials de labor not identified os ti Separate Bid Elam ahan be considered subsidiary to the item In which �-- -- - '� it is used. All materials and equipment shag be both furnished and installed unless otherwiis noted � /' 284..,,, �` ,, T ♦, rr 8. An soil exposed by construction shall recerrro cello►ase flbermuich seating. ` / � � � ` `\ ` \ ♦l,R� 00 /r 9. The contractor shag coordinate with Ramos, Suddenlink Communications. UTU, CSU, and Verizon to adjust the 1 �` - ` ` / f ( $s\ �\ \t { �`,� 4i"'°'�"" o o, loc10. The of existing facilities. 10 , , . The contractor Is resporrefble for traffic control. This in not a seporete pay item. 278 11. Temporary spoll areas will be identified on site by owner, Clean dirt may be stockpiled and remain* ansi'te if FEMA 100 YEAR compacted in frits and tested for densPLAIN properly P tY by geoterh. These permanent ilii areas will be identified onsiteI \ ` P by OD owner. ALO �t t i RED PAVESTONE CAP BLOCKS s • RED PAYESTOHE WALL BLOC * 9" X 12" X 4° THICK GRADE VARIES 70 MATCH EXISTAiI SITE KEEP AT LEAST 1 BLOCK (AVAILABLE FROM & CAP ABOVE EXIST -GRADE HOME DEPOT OR LOWES) {c 0W,yAL,�L TO BE �--8" 4' THICK CONCRETE BASE !.2" H T.MAX. 2 #3 REBARS,CONTINUOUS WALL NOTES: 1. RETAINING WALL EXTENSIONS TO BE PLACED ON A W CONCRETE FOOTING 2. EXTENDED WALLS TO STEP DOWN IN BLOCK HEIGHT TO MEET GRADE. So 4XOX12 BLOCKS AND (60) 2XMXi2 CAPS 4.USE ADHESIVE (LIQUID NAILS TO GLUE BLOCKS TOOETHER s .1* M +t s r s ,__ r r iRELIC 43M ' I NG ` WATER FOUNTAIN 40 EXTEND 3/4° PVC LINE, • DRAINLIftIE,& ADD.64 1 VALVE- 11(! ALVE1(! VALVE BOX & CONCSLAB EXISTING AMA LIGHT � j w ) ADD 4 ROW OF BLSCKS & t, f OFj APS TO EXISTING WA / RE: DET4I#LS AND 20" POINT ANDA PER TO IV Ilk !9OUTHWOOD VALLY-Y r '�� 1 l► R - 4, MULTI - FAMILY + N,� t 1/ /! M"'CORP. * f` / ( I I + 1 t I STENG ELECTRIC METER ' I M t AND BREAKER PANEL f t 0 1 al 1 _PHASE LINE \ '` EXISTING PICNIO)SLAP ` � � 4, \ ` / r RE: DETAIL SW1-02 SHEET' 6/OF 6 1 LOCATE WALK OUTSIDE OF WOODED AREA MARK OUT WITH PlAi K PLANNERS �P ` ORITO40MVATION AND CONSTRUCTION \ INSTA4 W X 4' CONMSLAB' / /'� f t\ ~' \ l , x : a• Vii.. •-` • : s = &P i OT ROCK TOSH O N f r— / lr / �� . I <'. '• RSPECIFICAiTTOS1 -.= ..:. is ,. 234 .M- :- - • !ri. _>- • r• - ... .• i. c• •`� , • - - ' - •'�' �. <..n � _� -�. \ 11 ✓ i' , ~ ^ ;y ;?' ' • 'r CUT HILL SLIGHTLY 277 BASE FLOOD ELEVATION -' � ( �' CROSSSLOPIw DIRECTION OlNTS CONTR:TOINSLALL PAFIS.JPVC SLEEVE \ •INSTALL SILT FERC 282---•--'r SEED ALL. DISTURBED AREAS DUE TO CONSTRUCTION AND i' 1 ` SOUTHWOOD VALi,EY X iV6ONC.SLAB "':. 1 A . 4, MULTI - FAMILY Ext t z j/ \ & PILOT R%,,IGrK TRASH CAN BOTH SIDES OF WALKS 1 11 / CONCRETE METER 00?,1,, l L RE:S�ECIFICATIONS RESEEDING SPECS i `t—� TOP OF WALKS ' ,C. t `1 KINDER CARE LEARNING CENTER TO BE 'I" ABOVE r - � Tl � KC PROPCC%)6 CUT IN SLIGHTLY __284 — — _ _ ` EXISTING GRADE EXCAVATE 3.4" ss t t t ,/� - �.: • .. NSTALL NEW W WIDE CONCRETE SIDEWALK -'—_ PRIOR TO INSTALLINGIttl � I EXPANSION JOINTS 3W O.C. AND SCORE JOINTS 6' OX_r r - f - `� CONCRETE / / ,,:. • :. ' 1 RE; DETAILS SHEET 6 OF 6 .. -�' -� —, _ — — -- 1 , 1 t TOP -OF WALKS TO BE -1 "ABOVE EXISTING GRADE � rf / j • ' :: /CROSS SLOPE\\ t 1 DIRECTIM law ON Km F1R="' CONTR.TO ItiSTAI.I,\; J �• f .. f•,_. �,. PVC SLEEVE INTO EXISTING PICNICSLAB - ' GEE RCi � Er .KN - l9r^.H .o,.R. Kdirr ,t STING ' .. DETAIL SWI -02 SHEET 6 OF 6 J - S■■E E■a■moi ■p■ VALLEY 1■1 5f.1`• Ioo HELTER _ �.� ��---- 285--- �� CROSS SLOPE i11 EXIS EATWALL DIRECTION 1t1 1 j NG E ANDINC 16° HT. • + • _ - -- "' J S IIIOV PLAA ROUND C ' ANS OINTS a tm.. J._�_•--PHO Sk .SITE AREA��e-3E? ACRES w� �� EXIST. ON CI3lTB / r'/ iiV !1 R� �AiL� AREA �� ■ FM wfi ACRES \j j EXIS . z CONTR TO INSTALL PVC SLEEVE WALL END WALL 10' FRONT. ISTING RE. -DETAIL THIS SHEET' ' /.-' \\ • ; ,• 1 t \ } } ALL. RE: WALL N I OW END-WALL-T-FROM•EXIS n �/ �ISTING a WATERLINE LL,3W L`0NG,(14" *Ay , -RES WALL NOTES SPECS 16° HT AT TIE IN TO EXIST! 1 l ND TAPER TAl 6° AT END Fz� ALL BY XPA DINT - NSTALL ,AI,L / i' 4O, c•4 ` 1 TO TO STING ` TIN ELECTRIC EA MENT 6- F WALL r SiDEWA : �... t..p, 1 ,� �� �� STING VEGETATION E ~``� STING BACKSTOPS / POWER i -- ■ ; ::. � �/ POLE : ±. OWEL INTO EXISTING SIDEWALK i1 t RE:'DETAIL'SW1-;02 SHEET 6 OF 6 ,/� OVERHEAD HIGH TRA +4ISMISSSON �� AR 2 6 2012 ELECTRICAL LINES'' :. ' WATERLINE CRO��S�LOPE INSPECTION OF GRADES(FORMS REQUIRED BY CITY INSPECTOR 1 T s.l t i � �IRECTION y PRIOR TO POURS RE: r SWI -02 NOTES SHEET 5 OF 5 ; s^ s ) } T "'f V EMOVE AND HAUL OFF APROXIMATELYi C,� �( P ENT SERVICES SOFT OF CONCRETE SIDEWALK, ,V WIDE — — — — — _ — �EXISTING & REPOUR G' SIDE WALK �- _ ------------ - — — -- _ S I ,BASKETBALL SPECIFIIATTENTION SHALL BE GIVEN IN ELECTRIC _ �r COURT LiGHTS T �A(REA49 CONFIRM RUNNING SLOPE D__. NOT EXIT ED 596 MAX - )USTiNG CONCRETE SMEWALK DC"f%VE EXISTING SIDE ALK ONTR TO INSTALL PVC SL/EE , Ty REMOVE EXISTPARK SIGN EdDETAIL THIS SHEET �FOOTINGS,AND STEgLAMMiiii f �= ( ` 1 INSTALL N RE:DETAIL �f 6W7 O' S STING r WATER. t RE: DETAIL SWI r t \� 1H 5OF5 -` - J ' REMOVE EXISTING SIDEWALK AND CURBING AND REPLACE WITH A NEW ADA RAMP RE -SIDEWALK RAMP DETAIL EXIST.CURB CUT TO BE REPLACED WITH CURB & GUTTER. CLEAN SAW CUT TO REMOVE ENTIRE GUTTER SECTIO,APPRO)LIO LF. INSTALL TYPICAL CURB& GUTTER WITH EXPANSION JOINTS & DOWELS GENERAL NOTES-* 12" WATER MAIN ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL IBE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH TIB: BLDG.ARCHITECTURE AND SCALE TO.MAINTAIN A UNIFIED APPEARANCE. Ata1D CURBING Ai4d REPLACE WITH:A NEW ADA RAMP RMSIDEWALIePAMP DETAIL SIDEWALK: RUNNING SLOPE MOTTO EXCEEDS% .CROSS SLOPE..SHALL BE BETWEEN 1.2% PLANS SHALL BE REVIEWED AND CONSTRUCTION SHALL BE INSPECTED IN FULL COMPLIANCE WITH TDLR TAS CHAPTER. 68 CONTRACTOR IS REQUIRED TO COMPLY WITH TPDES PH It REQUIRiEMENTS,AND SHALL SUBMIT COPY OF N.O.I.SENT IN TO TCEQ TO THE CITY PRIOR TO RECEIVING DEVELOPMENT PERMIT EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 CONTRACTOR iS REQUIRED TO OBTAIN A DEVELOPMENT PERMIT PRIOR OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY TO CONSTRUCTION. PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT ECT SIDEWALK THE PROJECTED CONE OF LIGHT DOES NCONTRACTOR SHALL CONTACT CITY INSPECTOR TO INSPECT OT CROSS ANY PROPERTY LINE, FORM FOR SLOPE CONFIRMATION PRIOR TO ANY TO IN PE POUR. 1007'. 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 SETBACiK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. THE PROPERTY WITH DEVELOPMENT IS NOT LOCATED WITHIN THE FLOODPLAIH.FEMA FLOODPLAIN MAP *48041CO182C REVI ED FOR Cowlan AR,2 6 2 i ALAN P. G IBBS F •••e••r•w.••ol 99289!. L• PETER BNANECEK + 602 f' i AYE:AUG•1652011 Sr -Park Planner Peter B.Vanecek (979) 4764-3412 REVISIONS: 'AUG.25,2011 OCL. 3,2011 SHEET: -�° GENERAL CONSTRNTION NOTES: 1. It shag I the reZsibility of the Contractor to verify the exact location of ALL existing underground utilfitos. Furthermore, the Contractor shall contact till utility company representatives a minimum of 48 hours In advance of any excavation. NOiATH a. b. Contact Dig Tess D 1•-8901-344-•8377 Contact Kimberly Winn O ATMOS 774-2,906 c. LOCATION MAP d. Contact I ike lavender O Suddentink 4g6 -Mg Contact Isobel Cantu 0 BTU 821-5770 e. Canted Mitchell Gas 0 779-4480 f. Contact Union Pacific Resources A 778-8525 g. Contact Richard Wallace 0 Verizon 821-4752 h Contact Gilbert Ramirez 0 CSU tR-otrical) 764-6255 CYLEX COLOR TO BE C205 BROWN,2 SIDED W PAINT TREE DARK 2" RADIUS GREEN (2 COATS Georgia K -Flitch Park . , �! ' bra 3* HELVETICA MEDIUM PAINT TRUNK CONDENSED LETTERS DARK BROWN PAINT W/ 2 COATS 1/2- ROUTED BEIGE ENAMEL BORDER PAINTED 3• CURB/SIDEWALK WHERE APPLICABLE--• MARK LOCATION WITH gGALVANIZED CARRIAGE BDLT S/8 %2" 1 1 5��_-g EXTEND a rBEYOND CONCRETE r TAPE rIl]EU PS _ 3" 5CH 40 PVC PIPE 12" BELOW TDP OF GRADE TYP. SCORE JOINTS TO BE W O.C. EXPANSION JOINT'S 30' O.C. r1 2" MOIST SAND BASE \— 03 REBAR 12. 0 276 BASE FLOOD ELEVATION 1/2"—t" ABOVE GRADE �tB=DAY CONCRETE STRENGTH 3000 —(4" THICK MIN.) METAL T -POST AS REQ'D- TO MAINTAIN' SPACED 6' APART SILT FENCE AND/OR HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW. NAT URAL GROUND GROUND 77 - 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T --POST & WIRE MESH 8. OF FALTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS - _,"'m OF FLOW L Content Butch Willis D CSU (Water/WastewaW) 764-3660 �- , I .v. O.MY. 1 $E � M1IQy a. r� i 1 q, City g ( ) PnA SIDEWALK SECTIO % 4"X4" MIN. TRENCH 4 2 Al{ t Construction. shall S in accordance arch the current of College Station CS Standard S eeifieations �C SLEEVE 20•. for Stress Construction. BjCS Unified Technica3 Specifications, Water and Sewer and Generale, 2009, and BCS WOW pesign Details. Ail inspection shag be performed by the aiofE of the City Engineer of C.S. All construction shall be Coordinated with the City of C.S. City Engineer. ♦ % 3. In lieu of using the construction materials indicated in these pians. the Contractor shag obtain written approval '► SILT FENCE �iJE 1 1E 751 i i 1 from ` the City Engineer for any substitution prior to Construction. Requests far changes should include product 4 Information and an engineers soot where applicable. The contractor shag be financidUy responsible for the eagineer's 1 ?[7[7� (I�17(� time spent reviewing changes .and .redesigning hosed .on contractors .requests. �� �7 V V 4. Trench Safety Requirements shag be in accordance with OSHA Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. r� `` 5. TRENCHING AND RkMLLINf : NI trenching and backfgiing shag conform to the specifications set out herein. - 1 Testing shag be provided by a cuffed laboratory. at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shag include all srdewoiks andt shag extend W beyond the curb lines of an streets, alleys and parking areas % \, ♦% 6. tt is the responsibility of the contractor to comply with ag Stato and Federal Regulations regarding construction - activities near energized overhead power tines. Additionally, the contractor shag coordinate all proposed work and �� / \ �% FEMA 500 YEAR procedures with the City of of IdentFlectified cal Div Sep � -� � , � ` � � \ \1 � \ �*, FLOOD PLAIN � .000 +.. -• 7. At[ materials de labor not identified os ti Separate Bid Elam ahan be considered subsidiary to the item In which �-- -- - '� it is used. All materials and equipment shag be both furnished and installed unless otherwiis noted � /' 284..,,, �` ,, T ♦, rr 8. An soil exposed by construction shall recerrro cello►ase flbermuich seating. ` / � � � ` `\ ` \ ♦l,R� 00 /r 9. The contractor shag coordinate with Ramos, Suddenlink Communications. UTU, CSU, and Verizon to adjust the 1 �` - ` ` / f ( $s\ �\ \t { �`,� 4i"'°'�"" o o, loc10. The of existing facilities. 10 , , . The contractor Is resporrefble for traffic control. This in not a seporete pay item. 278 11. Temporary spoll areas will be identified on site by owner, Clean dirt may be stockpiled and remain* ansi'te if FEMA 100 YEAR compacted in frits and tested for densPLAIN properly P tY by geoterh. These permanent ilii areas will be identified onsiteI \ ` P by OD owner. ALO �t t i RED PAVESTONE CAP BLOCKS s • RED PAYESTOHE WALL BLOC * 9" X 12" X 4° THICK GRADE VARIES 70 MATCH EXISTAiI SITE KEEP AT LEAST 1 BLOCK (AVAILABLE FROM & CAP ABOVE EXIST -GRADE HOME DEPOT OR LOWES) {c 0W,yAL,�L TO BE �--8" 4' THICK CONCRETE BASE !.2" H T.MAX. 2 #3 REBARS,CONTINUOUS WALL NOTES: 1. RETAINING WALL EXTENSIONS TO BE PLACED ON A W CONCRETE FOOTING 2. EXTENDED WALLS TO STEP DOWN IN BLOCK HEIGHT TO MEET GRADE. So 4XOX12 BLOCKS AND (60) 2XMXi2 CAPS 4.USE ADHESIVE (LIQUID NAILS TO GLUE BLOCKS TOOETHER s .1* M +t s r s ,__ r r iRELIC 43M ' I NG ` WATER FOUNTAIN 40 EXTEND 3/4° PVC LINE, • DRAINLIftIE,& ADD.64 1 VALVE- 11(! ALVE1(! VALVE BOX & CONCSLAB EXISTING AMA LIGHT � j w ) ADD 4 ROW OF BLSCKS & t, f OFj APS TO EXISTING WA / RE: DET4I#LS AND 20" POINT ANDA PER TO IV Ilk !9OUTHWOOD VALLY-Y r '�� 1 l► R - 4, MULTI - FAMILY + N,� t 1/ /! M"'CORP. * f` / ( I I + 1 t I STENG ELECTRIC METER ' I M t AND BREAKER PANEL f t 0 1 al 1 _PHASE LINE \ '` EXISTING PICNIO)SLAP ` � � 4, \ ` / r RE: DETAIL SW1-02 SHEET' 6/OF 6 1 LOCATE WALK OUTSIDE OF WOODED AREA MARK OUT WITH PlAi K PLANNERS �P ` ORITO40MVATION AND CONSTRUCTION \ INSTA4 W X 4' CONMSLAB' / /'� f t\ ~' \ l , x : a• Vii.. •-` • : s = &P i OT ROCK TOSH O N f r— / lr / �� . I <'. '• RSPECIFICAiTTOS1 -.= ..:. is ,. 234 .M- :- - • !ri. _>- • r• - ... .• i. c• •`� , • - - ' - •'�' �. <..n � _� -�. \ 11 ✓ i' , ~ ^ ;y ;?' ' • 'r CUT HILL SLIGHTLY 277 BASE FLOOD ELEVATION -' � ( �' CROSSSLOPIw DIRECTION OlNTS CONTR:TOINSLALL PAFIS.JPVC SLEEVE \ •INSTALL SILT FERC 282---•--'r SEED ALL. DISTURBED AREAS DUE TO CONSTRUCTION AND i' 1 ` SOUTHWOOD VALi,EY X iV6ONC.SLAB "':. 1 A . 4, MULTI - FAMILY Ext t z j/ \ & PILOT R%,,IGrK TRASH CAN BOTH SIDES OF WALKS 1 11 / CONCRETE METER 00?,1,, l L RE:S�ECIFICATIONS RESEEDING SPECS i `t—� TOP OF WALKS ' ,C. t `1 KINDER CARE LEARNING CENTER TO BE 'I" ABOVE r - � Tl � KC PROPCC%)6 CUT IN SLIGHTLY __284 — — _ _ ` EXISTING GRADE EXCAVATE 3.4" ss t t t ,/� - �.: • .. NSTALL NEW W WIDE CONCRETE SIDEWALK -'—_ PRIOR TO INSTALLINGIttl � I EXPANSION JOINTS 3W O.C. AND SCORE JOINTS 6' OX_r r - f - `� CONCRETE / / ,,:. • :. ' 1 RE; DETAILS SHEET 6 OF 6 .. -�' -� —, _ — — -- 1 , 1 t TOP -OF WALKS TO BE -1 "ABOVE EXISTING GRADE � rf / j • ' :: /CROSS SLOPE\\ t 1 DIRECTIM law ON Km F1R="' CONTR.TO ItiSTAI.I,\; J �• f .. f•,_. �,. PVC SLEEVE INTO EXISTING PICNICSLAB - ' GEE RCi � Er .KN - l9r^.H .o,.R. Kdirr ,t STING ' .. DETAIL SWI -02 SHEET 6 OF 6 J - S■■E E■a■moi ■p■ VALLEY 1■1 5f.1`• Ioo HELTER _ �.� ��---- 285--- �� CROSS SLOPE i11 EXIS EATWALL DIRECTION 1t1 1 j NG E ANDINC 16° HT. • + • _ - -- "' J S IIIOV PLAA ROUND C ' ANS OINTS a tm.. J._�_•--PHO Sk .SITE AREA��e-3E? ACRES w� �� EXIST. ON CI3lTB / r'/ iiV !1 R� �AiL� AREA �� ■ FM wfi ACRES \j j EXIS . z CONTR TO INSTALL PVC SLEEVE WALL END WALL 10' FRONT. ISTING RE. -DETAIL THIS SHEET' ' /.-' \\ • ; ,• 1 t \ } } ALL. RE: WALL N I OW END-WALL-T-FROM•EXIS n �/ �ISTING a WATERLINE LL,3W L`0NG,(14" *Ay , -RES WALL NOTES SPECS 16° HT AT TIE IN TO EXIST! 1 l ND TAPER TAl 6° AT END Fz� ALL BY XPA DINT - NSTALL ,AI,L / i' 4O, c•4 ` 1 TO TO STING ` TIN ELECTRIC EA MENT 6- F WALL r SiDEWA : �... t..p, 1 ,� �� �� STING VEGETATION E ~``� STING BACKSTOPS / POWER i -- ■ ; ::. � �/ POLE : ±. OWEL INTO EXISTING SIDEWALK i1 t RE:'DETAIL'SW1-;02 SHEET 6 OF 6 ,/� OVERHEAD HIGH TRA +4ISMISSSON �� AR 2 6 2012 ELECTRICAL LINES'' :. ' WATERLINE CRO��S�LOPE INSPECTION OF GRADES(FORMS REQUIRED BY CITY INSPECTOR 1 T s.l t i � �IRECTION y PRIOR TO POURS RE: r SWI -02 NOTES SHEET 5 OF 5 ; s^ s ) } T "'f V EMOVE AND HAUL OFF APROXIMATELYi C,� �( P ENT SERVICES SOFT OF CONCRETE SIDEWALK, ,V WIDE — — — — — _ — �EXISTING & REPOUR G' SIDE WALK �- _ ------------ - — — -- _ S I ,BASKETBALL SPECIFIIATTENTION SHALL BE GIVEN IN ELECTRIC _ �r COURT LiGHTS T �A(REA49 CONFIRM RUNNING SLOPE D__. NOT EXIT ED 596 MAX - )USTiNG CONCRETE SMEWALK DC"f%VE EXISTING SIDE ALK ONTR TO INSTALL PVC SL/EE , Ty REMOVE EXISTPARK SIGN EdDETAIL THIS SHEET �FOOTINGS,AND STEgLAMMiiii f �= ( ` 1 INSTALL N RE:DETAIL �f 6W7 O' S STING r WATER. t RE: DETAIL SWI r t \� 1H 5OF5 -` - J ' REMOVE EXISTING SIDEWALK AND CURBING AND REPLACE WITH A NEW ADA RAMP RE -SIDEWALK RAMP DETAIL EXIST.CURB CUT TO BE REPLACED WITH CURB & GUTTER. CLEAN SAW CUT TO REMOVE ENTIRE GUTTER SECTIO,APPRO)LIO LF. INSTALL TYPICAL CURB& GUTTER WITH EXPANSION JOINTS & DOWELS GENERAL NOTES-* 12" WATER MAIN ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL IBE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH TIB: BLDG.ARCHITECTURE AND SCALE TO.MAINTAIN A UNIFIED APPEARANCE. Ata1D CURBING Ai4d REPLACE WITH:A NEW ADA RAMP RMSIDEWALIePAMP DETAIL SIDEWALK: RUNNING SLOPE MOTTO EXCEEDS% .CROSS SLOPE..SHALL BE BETWEEN 1.2% PLANS SHALL BE REVIEWED AND CONSTRUCTION SHALL BE INSPECTED IN FULL COMPLIANCE WITH TDLR TAS CHAPTER. 68 CONTRACTOR IS REQUIRED TO COMPLY WITH TPDES PH It REQUIRiEMENTS,AND SHALL SUBMIT COPY OF N.O.I.SENT IN TO TCEQ TO THE CITY PRIOR TO RECEIVING DEVELOPMENT PERMIT EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 CONTRACTOR iS REQUIRED TO OBTAIN A DEVELOPMENT PERMIT PRIOR OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY TO CONSTRUCTION. PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT ECT SIDEWALK THE PROJECTED CONE OF LIGHT DOES NCONTRACTOR SHALL CONTACT CITY INSPECTOR TO INSPECT OT CROSS ANY PROPERTY LINE, FORM FOR SLOPE CONFIRMATION PRIOR TO ANY TO IN PE POUR. 1007'. 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 SETBACiK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. THE PROPERTY WITH DEVELOPMENT IS NOT LOCATED WITHIN THE FLOODPLAIH.FEMA FLOODPLAIN MAP *48041CO182C REVI ED FOR Cowlan AR,2 6 2 i ALAN P. G IBBS F •••e••r•w.••ol 99289!. L• PETER BNANECEK + 602 f' i AYE:AUG•1652011 Sr -Park Planner Peter B.Vanecek (979) 4764-3412 REVISIONS: 'AUG.25,2011 OCL. 3,2011 SHEET: C, BetaLED "THE EDGE" LUMINARIE CAT# ARE-EDG-2MB-AA-06-C-UL-BK-F(120)-R TYPE 11 PROVIDE PROPER MOUNTING BRACKET FOR ADJUSTABLE ARM 121 LONESTAR PRESTRESS ROCHESTER SERIES CAT# 161214-FB(OLK ETCHED FINISH W/ACRYLIC SEALER,) 2-3/8" O.D.TENON, POLE EMBEDDED CONCRETE MOW STRIP RE: CONCRETE MOW STRIP DETAIL THIS SHEET RUN WIRES THRU HOLE IN CONCYOLE MIN.OF 30" DEEP CEMENT SAND BACKFILL (USE CEMENTIOUS EARTH BACKFILL - MIX ONE PART DRY CEMENT POWDER TO FIFTEEN PARTS CLEAN, WASHED SAND) PATH LIGHT DETAIL "E" NOT TO SCALE EXISTING AREA LIGHT TO REMAIN (SAME AS BASKETBALL COURT LIGHT) • MOUNT VSH' BUTTON TIMER FACING BASKETBALL COURT ON POLE AT A 54" HEIGHT THAT WILL TURN ON BASKETBALL COURT LIGHTS INSTALL PANEL ON 2 UNISTRUT POSTS AND 2 UNISkT CROSS BRACES • EXISTING 200 AMP ELECTRIC METER PEDESTAL (MILBANK CATALOG # U324U) WITH EXISTING 20 AMP MAIN BREAKER AND EXISTING 20 AMP CIRCUIT BREAKER IN PANEL THAT SERVES BASKETBALL COURT LIGHTS AND AREA LIGHT • 1) REPLACE EXISTING 20 AMP MAIN BREAKER WITH 60 AMP MAIN BREAKER 2) ADD (1) 20 AMP CIRCUIT BREAKER TO EXISTING PANEL FOR PATHWAY LIGHTING CIRCUIT 3) ADD (1) 20 AMP CIRCUIT BREAKER FOR IRRIGATION CONTROLLER WHICH WILL BE INSTALLED ADJACENT TO THE METER PEDESTAL El CONCRETE WALK CONCRETE LIGHT POLE 31 USE CONCRETE SIDEWALK SEC11ON SW1-02 SHEET 6 OF 6. COOPER B -LINE CATM 20168-4XS STAINLESS STEEL ENCLOSURE JVENIENT, INTERLOCKING WITH BACK MOUNTING PLATE. 31- 1NTING METHOD PROVIDE KEY PROVIDE LAMINATED WRING OPERATED MANUAL DIAGRAM PERMANENTLY MOUNTED SWITCH "IMS" INSIDE COVER KEY TO BE REMOVABLE� C ONCRE IN BOTH ON AND OFF NOT TO SCALE POSITION. MOUNT LIGHTING CONTACTOR 0 G�., PLAYERS MANUAL PUSH BUTTON AND CONTROLS ON ENCLOSURE `-,!'PB",MOUNT AT 4T' ABOVE GRADE Ll L2 BACK PANEL F ----I, BUZZER COURT LIGHTING CONT NOT TO SCALE STING ELECTRIC LINE -CONTRACTOR TO REPLACE DAMAGED LENS COVER - CITY TO SUPPLY COVER 13ASKETBALL COURT LIGHT ---LIGHTING CONIT.INST.PLATE RE:DETAIL THIS SHEET ZSTALL INTERMATIC TIME CLOCK DEL T101 24 HR DIAL TIME SWITCH INSIDE OF PINCE6SURE. UNISTRUT POSTS BRACES,1-5/8" SECTION WEATHERPROOF BUZZER FOR LIGHT SHUTOFF WARNING UUVVF-L INTO U r -A[311114 SIDEWALK 4" THICK CONCRETE WITH #3 REBARS,1211 D.C., BROOM FINISH COVER BASE OF POLES WITH DUCT TAPE PRIOR TO POURING OF CONCRETE TE MOW STRIP r -CONCRETE SIDEWALK COURT LIGHTING CONTROLS 8" X 5" PLATE TO BE BLACK PLASTIC U) 1.PUSH BUTTON ON FOR APPROX. WITH 3/16" ENGRAVED WHITE LETTERING 00 0� 00 Cu n c) r__ NOTES PATH LIGHTS 2.WARNING BUZZER WILL SOUND < 0 C-0 1.) TRENCH IN CONDUIT, 36" BELOW FINISHED GRADE FOR ELECTRIC�L GROUND IN (1) 1" SCHEDULE 40 mX 0-) 1- 2.) INSTALL "CAUTION" TAPE 18" ABOVE CONDUITS FOR ELECTRICAL 3AFTER BUZZER HAS SOUNDED 3.) SMOOTH OUT/CROWN ALL TRENCHES AND HAUL OFF ROCK UN DEBRISn DEBRIS OTHER THAN S L.U� X 00 4.) KEEP TRENCHES OUT OF TREE DRIP LINES AS MUCH AS; POSSIBLE W MF 5.) MAKE WIRE SPLICES/CONNECTIONS AT HAND HOLES AT EACH POLE CROSS W ->0 LJ < 6.) INSTALL 2" SLEEVES UNDER CONCRETE WHERE ELECTRIC LINES UNDER AND (1) #8 Cu STRANDED THWN MARK LOCATION OF SLEEVES WITH STAINLESS STEEL BOLT IN CONCRETE�U}X GROUND IN (1) 1- SCHEDULE 40 PVC WW CD CONDUIT AT 36" DEPTH MINIMUM. INSTALL (2) #8 Cu. STRANDED THWN AND (1) #8 Cu COURT LIGHTING CONTROLS 8" X 5" PLATE TO BE BLACK PLASTIC U) 1.PUSH BUTTON ON FOR APPROX. WITH 3/16" ENGRAVED WHITE LETTERING 00 1 HR. OF LIGHTING AFTER DARK ATTACH TO PANEL WTH MINA POP RIVETS Cu n c) AND (1) #8 Cu STRANDED THWN 2.WARNING BUZZER WILL SOUND (1) 1" SCHEDULE 40 PVC U AFTER I MINUTE PRIOR TO LIGHTS GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT SHUTTING OFF DEPTH MINIMUM. 3AFTER BUZZER HAS SOUNDED PUSH BU17ON FOR ADDITIONAL PLAYING TIME 4.PARK CURFEW I IPM -5 AM (LIGHTS OFF • INST-ALL (2) #10 Cu SZR-ANDEb Twm M. BE DIRECTLY BURIED 0 4? MFIH AND (1) #8 Cu STRANDED THWN RL- DETAIL E 1H1IS SHEET COURT CONTROL I N WT. P SATE I> -- Un -- In NSTALL (2) .#8 Cu STRANDED THW AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. CONDUIT AT 36" DEPTH MINIMUM. GEORGI E K, FI TCH PARK 1 • INSTALL (2) #10 Cu STRANDED THWN AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC SIDEW K CONDUIT AT 36" DEPTH MINIMUM.. NSTALL (2) #8 Cu STRANDED THWN AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1- SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. /-CONCRETE SIDEWALK NSTALL (2) #8 Cu STRANDED THWN AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. ALC 0 F -S E CAREFUL TO NOT BLOCK MEW WATER METER OF THE 2 SIDED PARK SIGN WITH THIS PROPOSED PATH LIGHT VOID NEW TREESVL(3 I 1nee rj,,, AND IRRIGATION LINES 2001�lYkvq LQ IN THIS AREA , OF ... rt % a ................................. V, REX N_ X0 .............. -X 7 .. ,,, L. 87089 Fes' 0 C E to JF -2664 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY REX N. WOODS, P.E. 87089 OCTOBER 4, 2011 NOT VALID UNLESS SIGNED. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. McCord Engineering, Inc. is responsible for the electric design of this project only. McCORD ENGINEERING INC. Texas Registered Engineering Firm F-2664 916 Southwest Parkway East College Station, TX 77840 30 a 30 m a.Scale 1 7,01 JOB CODE - MEQ 4G.1DRAWING # -9541 24" X 36" PAPER SIZE DATE: JULY 2011 PROJECT MANAGER: Peter B. Vanecek (979) 764-3412 REVISIONS: SHEET: OF 6 NSTALL (2) #8 Cu STRANDED THWN NSTALL (2) #8 Cu STRANDED THWIN AND (1) #8 Cu STRANDED THWN • AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. CONDUIT AT 36" DEPTH MINIMUM, INSTALL 9 PAIN UNITS INST-ALL (2) #10 Cu SZR-ANDEb Twm M. BE DIRECTLY BURIED 0 4? MFIH AND (1) #8 Cu STRANDED THWN RL- DETAIL E 1H1IS SHEET GROUND IN (1) 1- SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. INSTALL (2) #8 Cu. STRANDED THWN AND (1) #8 Cu STRANDED THWN • GROUND IN (1) 1- SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. GEORGI E K, FI TCH PARK 1 • INSTALL (2) #10 Cu STRANDED THWN AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC SIDEW K CONDUIT AT 36" DEPTH MINIMUM.. NSTALL (2) #8 Cu STRANDED THWN AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1- SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. /-CONCRETE SIDEWALK NSTALL (2) #8 Cu STRANDED THWN AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. ALC 0 F -S E CAREFUL TO NOT BLOCK MEW WATER METER OF THE 2 SIDED PARK SIGN WITH THIS PROPOSED PATH LIGHT VOID NEW TREESVL(3 I 1nee rj,,, AND IRRIGATION LINES 2001�lYkvq LQ IN THIS AREA , OF ... rt % a ................................. V, REX N_ X0 .............. -X 7 .. ,,, L. 87089 Fes' 0 C E to JF -2664 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY REX N. WOODS, P.E. 87089 OCTOBER 4, 2011 NOT VALID UNLESS SIGNED. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. McCord Engineering, Inc. is responsible for the electric design of this project only. McCORD ENGINEERING INC. Texas Registered Engineering Firm F-2664 916 Southwest Parkway East College Station, TX 77840 30 a 30 m a.Scale 1 7,01 JOB CODE - MEQ 4G.1DRAWING # -9541 24" X 36" PAPER SIZE DATE: JULY 2011 PROJECT MANAGER: Peter B. Vanecek (979) 764-3412 REVISIONS: SHEET: OF 6 LANDSCAPE CALCULATIONS SITE AREA =161,200 SQ.FT. SYMBOL 161,200 = 161,2 ego 1,000 161.2X34- 4,836 PTS. REQUIRED v �g1�tiug�� STREETSCAPE = 719--op-STREET-FRONTAGE %1"hIVit ` 719' =22 CANOPY TREES 32' OR 44 NON CANOPY TREES REQUIRED 1,760 PTS. 0 TOTAL POINTS REQUIRED 6,596 POINTS 4' H7 CHAIN LINK FENCE OR ORANGE PLASnC FENCING ! MAINTAIN DURING CoNS1RUC11oN i TREE BARRICADE - ' - -BARRICADE DIA. _ {TREE CAL x 12) + 12" EKIS1NG TREE TREE BARRICADE DETAIL t t INSTALL BARRICADE FENCING ,-- EXIST -12" POST OAK EXI .5" WATER OAK ____,F0 EXIST -6" P OAK---' 0 EMST.12" CEDAR ELM 0 EXIST.5" WATER OAK 0 EXISTING i4" WATER O 2 1' EXISTING DOUBLE TRI INIC WATER OAK 12" EACH DEL R AND INSTALL 8 YARDS OF TOPSOIL'F R EXPOSED BB COURT SLAB _11 AND WATER. RE: SPECS KEEP TERED DAILY FOR AT LEAST 30 DA IF NO RAIN SYMBOL LANDSCAPE LEGEND SIZE NAME & TYPE QUANTITY DINT VALUE POINTS 15 tiA WATER OAK 11 75 825 (Cme"us nigra) 15 GAL C�ITNEDRAL !11/E OAK 11 75 645 (Qerereus v4lVnElsm 15 GAL. CHINESE PISTACHE A 75 300 (Pistachio chioeosi5 30 GAL. LACEBARK ELM 1 40 40 (V cal -I Ulmas parvifolia sempervierns 12" CAE. WATER OAR 4 160 40 Nd�BARR CAi1E 7" CAE. SHUMARD OAK 2 40 SO No BTjA1CADE 14" CAL. LIVE OAK.(EXIST.). 1 Soo 300 BARRICADED 3-4" CAL. CREPE MYRTLES,MsT. BARRICADED 6 35 210 W CAL. TRE FORM YAUPON,WST. BARRICADED 1 35 35 4" CAL. EXIST.CEDAR ELM 1 400 400 BARRICADED S" CAL. EXIST.CEDAR ELM 1 400 1400 BARRICADED $" CAL EXIST WATER OAKS 2 400 Soo BARRICADED 6" CAL. EXIST.POST OAK 1 400 400 BARRICADED 5" CAL. EXIST.POST OAK 1 500 500 BARRICADED 12" CAL. EXIST.CEDAR ELM 1 Soo 500 BARRICADED STREETSCAPE LEGEND SIZE NAME & TYPE QUANTITY POINT VALUE POINTS I GAL CREPE MYRTLES so 40 um TOTALS 7,175 (3) 2,x 2,x 8' METAL "T" POSTS ANGLED AWAY FROM TREE STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO KEEP FROM SLIPPING FORM TREE WELL WIN HEIGHT REFER TO NOTES FOR DIAM. & DEPTH TOPSOIL MIX (1/3 TOPSOIL, 1/3 COMPOST, 1/3 DECOMPOSED PINE BARK MULCH). WATER & TAMP TO REMOVE AIR POCKETS EXISTING HEAVILY WOODED AREA,PART OF PARK f��285 -�� •EXIST. �~ WATER S" ''-- EX15i: -•"-"'•'� S" WATER OAK INSTALL 0 ii, /t��.� TOPSOIL. FOR AREAS.ALONG THIS RETS -----WALL SEED AW# -WATER. RE: COURT EXIST.LIGHT r �rf�llllltl�`�� Nlw EXIST. P 3 EXIST. %&ctLE ANTING LANDSCAPE LEGEND ��+ firms 11 WATER OAKS,15 GAL.,14J2" CAL.MIN., *'06 MEASURED IW' ABOVE ROOT TOP a AfilM-�ASURED /�/�i 10 CATHEDRAL LIVE OAKS,15 GAL 1-1/2"CALMIN - 12" ABOVE ROOT TOP 4 CHINESE PISTACIE,15 GAL.,1-1/2- CAL.MIN. MEASURED 12- ABOVE ROOT TOP SPACE SHADE TREES AT LEAST 25-30' O.C. AND 8-10' FROM SIDEWALKS 12 GAUGE GALY. WIRE ENCASED IN 1" DIA. RUBBER HOSE NOTES 1) PLANT SO THAT TOP OF ROOT FLARE IS 2" ABOVE FINISHED GRADE. 2.) HOLE DEPTH TO BE SAME DEPTH AS ROOTBALL LESS 2" 3.) 45 GALLON TREES TO HAVE HOLE DUG @ W DIAM. TREE WELL 30 GALLON TREES TO HAVE HOLE -DUG @ S'-DIAM. TREEWELL. 15 GALLON PLANTS TO HAVE HOLE DUG @,V DIAM TREEWELL _3" MULCH 4) COMPACT ALLLNEW SOIL SLIGHTLY. PLANT BASIN FINISH GRADE C/� • FERTILIZER TABLETS �1`_ (20-10-5,10 GRAM, 2 YR. FORMULA) GENERAL NOTM- 1.) IRRIGATION AND LANDSCAPE CONTRACTORS ARE TO COORDINATE TREE AND BUBBLER LOCATIONS. 2.) SEED ALL DISTURBED AREAS WITH 2 LBS. UNHULLED BERMUDA AND 5 EBS. ANNUAL RY GRASS PER 1000SF. 3.) TREES TO BE INSPECTED BY PROJECT MANAGER PRIOR TO PLA14TJMG ACCORDING TO THE SPECS AND HAS THE RIGHT TO REJECT 'ITEM. 4.) TREES TO BE KEPT WATERED BY HAND DURING INSTALLATION UNTIL IRRIGATION IS WORKING PROPERLY. / �"\-INSTALL TREES RE-. TREE PLANTING DETAIL THIS- SHEET AND SPECS - SIDEWALK-`' ALTERNATE # 1 LANDSCAPE LEGEND 30 CREPE MYRTLES,15 GAL 15' O.c. Dynamite Red Variety i 1/2- CAL MULTI TRUNK MEASURE 12" ABOVE ROOT TOP 1 Lacebark E1m,30 gal.,2- cal.min. MEASURED .IT: AB0_VF_ROOT TOP. 1+~j1 CATHEDRAL LIVE OAK,15 GAL,1-1/2" cal.m'an.. MEASURED 12- ABOVE ROOT TOP EXISTING HEAVILY WOODED AREA r -� 169 LIGHT POLES BY ELEC.CONTRACTOR GEORGIE K. FITCH PARK GEORGIE K.FITCN PARK SOUT#iYVOCJD YALLEY,VOL.508,PAGE 371 3.7 ACRES,THIS PHASE 11.3 -TOTAL -ACRES UP TO FM 2818 ALTERNATE # 1 30 CREPE MYRTLES. 15 GAL. 15' O.C. IN GROUPS OF 3 s 10' BACK OF SIDEWAL p WA OAK JIM J INSTALL BARRICADE ALTERNATE * 1 ,1 Lacebark E1m,30 gal. ! `�j EXIST. EXIST.GUY WIRES - __ Dt�_ SIDEWALK 1 0 ALTERN TE -# 'I 1 CATHEDRAL LIVE OAK,iS GA . 1+++ i irr rarrr +r PETER B.VANECEK +rrrrrrr+++rr+r 602 q� v oNEs REVIEWED FOR .DATE: JULY 2011 I w SR.Park. Planner �. s:,� ��, � .; ��_. � .. ,. ., Peter B.Vanecek MAR ' (979) 764-3412 �l •REVtS10NSr Oct -3,2011 DEVELOPMENT SERVICES Oct -17,M1 100% COVERAGE GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE) OR A PERENNI GRASS IS REQUI D IN PARKING LOT ISLANDS,SWALESvAHD DRAINAGE AREAS,THE PARKING LOT SETBA' RIGHTS OF INAY AND ADJACENT PROPERTY DISTURESED DURING CONSTRUCTION* I=r r.� •rrw• 30 0 30 60 90 NM 01 Scale 1 " = 30' 2411 X 36" PAPER SIZE SHEET; OF 6 JUMBO BOX (3/4's-1-1/2" SIZE) 1 LEGEND CHECK VALVE,FEBCO 805Y OR EQUAL 1" BALL VALVE 1' BRONZE WYE STRAINER RRIGATION TIEmIN ASSEMBLY N07 TO SCALE ELEC. VALVE (RAINBIRD PEB) BALL VALVE Y STRAINER RAINBIRD ADJUSTABLE FULL CIRCLE BUBBLER MOUNT ON 1/2 POLY 141PPLE,1" ABOVE TOP OF MULCH r ALVE NUMBER SIZE 1" 1S GPM ♦ CONTROLLER DESIGN PRESSURE— 75 PSI - r VALVE FOR WATER DRINKING FOUNTAIN MOVE T TO GRASS AREA AT EDGE OF CO CRETE D LACE BROKEN VALVE AND HOSE BIBS YAC. BRE#CE L IN A 18" X 24" ME�7 -BOX r 1 jV 1 PLACE RACK MOUNTED IRRIGATION CONTROLLER NEXT TO BREAKER PANEL,/ 3/4. RE: DETAIL THIS SHEET 30 0 30 60 90 Scale 1 " = 30 24" X 3b" PAPER SIZE NOTES 1. INSTALL (5)1" VALVES AND (3)11/2" VALVES. 2. ALL MAINLINE TO BE SCHEDULE 40 PVC. ALL OTHER LINE TO BE CLASS 200. 3. INSTALL DRIP VALVE KIT IN A IrX18a BOX 4. SPRINKLER SYSTEM IS DESIGNED FOR 75 PSI. 5. IRRIGATION SYSTEM WILL BE PROTECTED BY A DOUBLE CHECK VALVE AND -INSTALLED AS PER CITY ORDINANCE *2394 b. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE #2394 7. ALL LINES RUNNING UNDER SIDEWALKS ARE TO BE IN 4a SLEEVES AND MARKED WITH STAINLESS STEEL BOLTS. MOUNT IRRITROL WIRELESS RAIN SENSOR TO EDGE OF SHELTER IF BROKEN FROM TRENCHING 3/4" 1r TO INSTALL 3" SLEEVES WITH SIDEWALK CONSTRUCTION T1 3J4" \-INSTALL IRRIGATION SYSTEM FOR TREES RE: PLANS AND SPECS. 1 J2 3/4" IRRIGATION TIE-IN ASSEMBLY RE: DETAIL THIS SHEET r " COORDINATE WITH LANDSCAPE CONTRACTOR & PARK PLANNER FOR EXACT TREE LOCATIONS ;TING WATERLINE FROM TRENCI�IING 3 / j4,. r -- a 3/4a 3 4 ?WATER METER 1/2' 1/2a EXISTING 1" WATER METER 1/8=" GALY. STEEL PLATE - OUTDOOR CONTROLLER (RAINBIRD ESP -SMT. 4 STATION WITH 1 EXTRA MODULE MOUNT WEATHER SENSOR ON AN 8' METAL POLE WIRES TO VALVES IN 1" SCH. 40 GRAY PVC CONDUIT 1-1/2" DIAM. GALY. STEEL OR ALUMINUM FENCE POSTS ,.-- EXISTING GRADE WIRES TO BREAKER PAIL IN 4" PVC GRAY CONDUIT U lJ 7 STATION OUTDOOR CONTROLLER MOUNTING DETAIL NOT TO SCALE CONCRETE SIDEWAL r GEN.CONTRACTOR / ga TO INSTALL 3" SLEEVES 3J4" WITH SIDEWALK CONSTRt ,3/v, GEORGIE K. FITCH PARK 2 ZONES FOR CREPE MYRTLES BID WITH ALTERNATE # 1 i" .E. SIDEWALK IRRIGATION SYSTEM MUST BE PROTECTED BY A DOUBLE CHECK VALVE AND INSTALLED AS PER CITY ORDINANCE 2394 ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPONG INSTALLATION AS PER CITY ORDINANCE 2394 3/4a 01 Z uw ado C 1�..� 0. _< O > Im. m� 4A in VI - x v,11- O - W 43 NAJ uv.j-�: OOX LID 0 Cd qj lu LLCd 010 Z �Q v Cie < PETER S.VANECEK 5411 • o DATE; AUG. 2011 PROJECT MANAGER: Peter B.Vanecek (979)764-3412 REVISIONS: SHEET: 4 t�� 5 CROSS SLOPE 2% to 4% E_ CROSS SLOPE - 2% MIN. CROSS SLOPE SIDEWALK 2% MAX.. 1% MIN. •r--• 8' TYP- NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. � Pt ego` Biu °ani �--PER TAS STANDARDS w a 0 a: CL SID-F,-WAI .K SLOPE RVOT TIREMENTS SWI -00 NOTES: 1. SIDEWALK PLACEMENT SHALL BE 1N ACCORDANCE WITH EI/CS UNIFIED DESIGN GUIDELINES. D THE SIDEWALK WIDTH. EXPAN 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED I" DEEP AT AN INTERVAL EQQUALUAL TD JOINTS 0 40' 0_C.,CONTRACTION JOINTS 0 4• Q.C. 3. DQWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK {DRIVEWAY. INLET BOX, CURB, JUNCTION BOX, WITH #3 x 12' BARS 0 12 O.C- OR #4 x 12" BARS 0 i8' O.C- 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS A DETERMINED CLEAR PEDESTRIANWIDTHAS ACTION SEFINED BT ASTM D69A5(AND ADA SHALL BE PROVIDEDSTANDARD) AND SHALL BE 4FOv. R ENTIRE LENGTH OF SIDEET OF THE OPTIMUM WALK. CONTENT 5, SEAL WITH EXPANSION SMOOTH DOWEL BAR JOINT MATERIAL 1/2••0 X 18", 12 O.C. 43/ �'`' _ " IN(COATED W/HEAVY GREASE) 3'-0^ M. 5'-0" .VARIES .I _-- - T= = 4.. c- 2% MAX. r....,•: - -SEE NOTE -4 RECYCLED MATERIAL 1/2" THICK AS MANUFACTUREn 3" LONG METAL OR PLASTIC CAP, INSIDE BY J.D. RUSSELL CO. OR DIAMETER TO BE 1/16 GREATER -THAN -28--DAY CONCRETE APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST $3 BARS 12" O.C.E W. OR STRENGTH -3000 Psi BE LONG ENOUGH TO COVER 2"OF #d- .BARS @ 18' O.C.E.W. (4^ THICK MIN.) CDOAND HAVE STOP So AP S I' FROM M' OF BAR- OF SEE FINISH NOTE SIDEWALK MANSION & CoNsTRUCTIONJOINT SAWED OR FORMED. . 1 /8 T4 3/16 SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3/8•' 47 SIDEWALK.. CON'I,RAC"1~ION DINT CONCRETE SIDE WALK ALONG LOCAL STMETS 3'-0" MIN. MAX. —_ SEE NOTE 4 #3 BARS 0 12" O.C.EW, OR 28 --DAY CONCRETE 8" J4 BARS @ 1 D.0 -F -W. STREENGTH =30O0 Psi (4' THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLEC'oRS AND LARGER NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 1/4-R 12" 1 1' 3" 1 �{ 414 BARS 3/4" X 18" SMOOTH �_4» EXPANSION DOWELS TYPICAL COMBINED V i .. 7 11 V CURB & GLjrMR SECTION S'Pl-nl SWI -02 2'rr TF4'0 © a 00006 DL��CBLETijIRAWGPAV.�:It A., T £ A CLEAN SAWCUT TYPICAL SPAN WITH DOI�ELS EXIST.4' WALK —\/T'7''r (—I IDT.!_ TYPICAL EXPANSION JOINT S WI I H DOWELS NOMSP S GENERAL NOTES FOR DEfECTABiE WARNINGS PEDESTRIAN FACILITIES T� l DETECTABLE DWARNtNG <=) GENERAL NOTES UNIT BASKET WEAVE PATTERN OR AS DIRECTED. j SURFACE' Z. THAT 1. CURB RAMPS MUST CONTAIN A DETECTS CO WARNING SURFACE RAISED TRUNCATED DOMES COMPLYING WITH SECTION ALLOWABLE. THE LEAST P95SJBl.E SL PE TIiAT WILL r'rrrrrrrrrrrrr �.. — z 0 -F VO4A CONSISTS OF 4.24 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS}. THE MUST CONTRAST VISUALLY WAN ADJOINING SURFACES, 1. ALL SLOPES ARE MAXIMUM STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE cn w w LANDING SURFACE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTfD. G7 a r a}' DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2• LANDINGS SHALL BE A S' X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY � _ i7 I 000 0 // ��4" MAX 006000000 �AN{} USUAL o'a o a 0 0 o a o 000000000 CONCRETE, 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. DIRECTION. 3- MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALT $E AND WHOLLY A MINIMUM OF OUTSIDE w ins o0o000000 4' X 4 WHOLLY CONTAINED WITHIN THE CROSSWALK 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN THE PARALLEL VpiICULAR TRAVEL PATH. PARALLEL TRAVEL WHEN ENTERING THE STREET. ALLOWABt E CROSS SLOPE 4N SIDEWALK AND CURB R PIS 2 FACE OF 6 MIN. C 10" MAX. URS 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE DETECABLE WARNING 4. MAXIMUM 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE' PEDESTRIANS JACENT THE ADE SURFACE FOR EACH CURB RAMP 7YPF WOULD NOT NORMALLY WALK ACROSS THE RAMP, FJTHF.R BECAS MON—WALKING SIDE UFLARED 7 AT ham+ y r� ,/vr n v� L� Tx� TWICAl � MEN 1 O �Le 1 C,1� 1 [ll�l,� YY �G 5. DETEC7ABLE WARNING SURFACES SHALL BE A MINIMUM X 24' IN TRAVEL, AND EXTEND THE SURFACE APPROACFISIS SUBSTANTIALLPLANTING OR YiER OBSTRUClED. OTHERWISE, PROVIDE SIDES. 1 11 r -ON L ANDD GAT STREET EDGE DEPTH IN TIE DIRECTION OF PEDESTRIAN FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE STREET. INFORMATION ON CURB RAMP LOCATION, DESIGN, LiGH7 VALUE AS SURFACE PEDESTRIAN ACCESS ROUTE ENTERS THE 6. ADDITIONAL BE FOUND 1N THE CURRENT EDITION OF THE ACTIVE EXAS ACCESSIBILITY S Y V G-1JU 6. DETECTA13LE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY STANDARDS (TAS) AND 16 TAC §68.102. EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6^ AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. 7. TO SERVE AS A PEDESTRIAN RF_FUCE AREA. THE MEDIAN SHOD BE A MINIMUM BlE PASSAGE DETECTABLE WARNING SURFACES MAY $E CURVED ALONG THE OF 5' WIDE MEDIANS SHOULD BE DESIGNED TO PROVIDE RC CORNER RADIUS. OVER OR THROUGH THEM. 7_ ACCEPTABLE PAV R MATERIAL SHALL BE CLAY, VITRIFIED COMPOSITE. PRECAST POLYMER CONCRETE g, CROSSWALK DIMENSIONS, CROSSWALK MARIaNGS AND STOP BAR PLAN& AT INTERSECTIONS WHERE OCATIONS SHALL BE POLYMER AND CONCRETE AS SHOWN ELSEWHERE IN THE MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED TH THEOLK RETICAL TH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN P CE UNLESS OTHERWISE SHOWN ON THE PLANS. 10_ HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SID EWAI PREMOE_D OR BOARD JOINT OF 3/4' UNLESS OTHERWISE K AND ANY OTHER DIRECTED ELEMENTS WITH BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS C;urv_ ECT TO THE STREET, 13. FLARE SLOPE SHALT. NOT EXCEED 10% MEASURED ALONG CU 2'rr TF4'0 © a 00006 DL��CBLETijIRAWGPAV.�:It A., T £ A CLEAN SAWCUT TYPICAL SPAN WITH DOI�ELS EXIST.4' WALK —\/T'7''r (—I IDT.!_ TYPICAL EXPANSION JOINT S WI I H DOWELS NOMSP S PAVER C� WITH dame surface T� GL'NERAL FURNISH DETECTABLE CTABLE WARNING PAVER UNITS REQUIREMENTS OF ASTM C-936, C-33. LAY MEETING ALL A TWO BY TWO <=) APPROVED: W. P. K. UNIT BASKET WEAVE PATTERN OR AS DIRECTED. D LAY FULL. --SIZE UNITS FIRST FOLLOWED BY CONSISTING OF AT LEAST 25 PERCENT OF DETECTABLE WARNING PAVER UNITS USING CLOSURE UNITS FULL UNIT. CUT A POWER SAW. r'rrrrrrrrrrrrr �.. 0 -F VO4A r -NO. 3 RE13AR AROUND PAVER INSET Detectable WoMingg paver with truncated PAVER C� WITH dame surface EXPANS10M JOINT AS REQUIRED A de fla a Typical {l�)FLARE APPROVED: W. P. K. Face of curb 7WLWCATWDOML P 7-TMV CURB I>'i41f/tP DETECTABLE WARNING PAVER TO REMOVE CURB & GUTTER No. 3 R®AR AT 18' (MAX,) ON -CENTER CLASS A BOTH WAYS .11APPI CLEAN SAWCU T SIDEWALK TYPICAL EXPANSION JOINT WITH DOWELS EXIS`f,4' WALK EXIST.GUTTER — SURFACE WITH DOMES SIDEWALK RAT4P DETAIL FUR FPPCfI PARR ONLY SBCHONA A _E P CIFIC) TIONCONFORM con tz447 U� w C� CM Or BRYAN The aodMe, Term *16 - PAVER C� WITH GATED DOMENI'U CONFORM TO con 1" MORTAR BE APPLICABLE �J�CIFICATION5 r" CONTROL' .iD1NT , SHALL PERMISSIBLE r "r" 1 �"llE•t SBCHONA A _E P CIFIC) TIONCONFORM con tz447 U� w C� CM Or BRYAN The aodMe, Term *16 - DRAWN BY: C.L.M. DATE: 01-01-09 SCALE. N T S APPROVED: W. P. K. SHEET, rr•rrrrrrr•rrrr• . ALAN P. GIBBS r'rrrrrrrrrrrrr �.. 0 -F VO4A axe �•aw�A z�q c¢ Figura GN -l. Work Boyohd the Shoulder (TA -1) �r-_�. � • 4040.-. 1`0 Nom SpmTMb 04.2 Posbt X•S�gn W �-reeb 30 e.. T is _ - less :no 244 loco Typical Applieatian 1 rigture 6*a Sit older warty with Acinar Enctvaetttsmgt (TA -6) R— -: m ; -- .E f•' i ` , xr' - - .' Forb}eneanhg _ . � . TnirUhionNA.r7 P:fiaed 'X'9igu .-:.? ���'•,-� . A�icnuatar 4, WIL Ig $3;exd 8pticiuE>N ::i ';���' loPtlona>! Less 1<o - �, n _jx'7opRerr¢;,ce U5 itu_ 45 sae so tC , 55 6GU .:j.: s, -.ii--: i3L 04 Wo m ate?. i' x Cum :M "E. Typical Application 6 3 p(iBILE mJ"I aw Dealrobie TOW Lenoths 14 Si maetod 11=11tcm SPa lrV of Device 00 Pasted Spees* 'Na Warning Sign Sequence 30 in opposite Direction } Sc me as Be l ow 1-97 30' Z_ 120' . ai� n' -:2 L 0 yT�i a v -m 1 iG.Q SRI -2 as mo 240' 4- L.V' oSR1�Zb ToL CO a.TRAFFIC n XONCOMING 48 36 540' 45' 84'-110' 320, OO 500' 600' 50' 100'-125' 400' (SEE NOTE 0 rco c'"i IdxL � 500` O 010 600" 660' 720' 60' 120'-15.0' m� 65 650' 7t 5' 780' 65' 134' -165' of 700` �m 1-L 'Channel 1X1300` izing devices PP to separate wark area �t w froiti'fr'aue'tea viay. 06 COE LLD z i. • - zv of --5- 21A_ ++..�O LQ Q k-f- m�o 0Cb' a tai weTha rbe Iisi enc for shadow ct�tiENE END wi F l be ! rst+ed 'e n `the project GENE#3AL idoTF-S; Tim 502, Barris, Signs•4and Traffic Handling, �- POAD, WORK MAD WORK G20-�a 6E E AHEAD 48" )i 469. 4V X 24" AGS -SIZE NOTE 1 i PREPARED AHEAD >, TO STOP 48G"X0" / A FC9i20-7b f T 49° X -4B` +r (SEE NOTE V FCYt20-Ta type III barricade, c Channel izing deviaestar shadow vehicle with .a-mge In fIop or mariling I ights. Wh4i shadow vehicle is e required..ft Shall be emipped x wish Tnwk 10mited Ai•ienW*nr_ • a. 7TRAFFIC 5R1-2 2" Y 422 X 42" �y o SRI _2b 48„ X 3611 ESTE NDTE 611- x SWC -2a <9'411' K 48" ONE LANE ROAD Ai�EAD >rwzg-4D 48" X 4B' 46" X 4I R 5O{f FET ` } END ROAD WORK s '� G20 -2a a► `� 0" X 24" ya •� i 150' Win. ■ x END ROAD WORK WORK ZO AHEAD '46" X 24" trR-iD 4- 48' X 413" WLAG.''.-5E WTE 1) TCP H -2-a). One L an -e C I osed Adequate Field of View c Type III burricaft ;E ChanneliZitlg deviaesrm- ■ shadow vehicIb with'ar.ange f l aqs ,pr warn irk I Tghtsl. WJ'1611 shadow vehicle is required, it 5ttai 16e equipped awith Truck Mounted Attenuator. s � x 4 FCN2t)-Ta I x 466 X 48" + 500 b b FEET BE �x PREPARED To STOP ONE LAN ROAD x AHEAD l FCWZO-7b C120-0 ell x INA 48' X 4W fSEE NOTE 2) x ROAD � wnnv -TCP (I -2b) One Lane Closed Inadequate Field of View LEGEND E=� Type III Barricade ■ ■ Channeiizing Devices Flag Heavy work Vehicle W Trunk Mounted 7ittenmtor' Trailer Mounted� Portbble Changeable F I S ing An -ow Pane I M Ifte tipe Sign `'''2407 FJWgar Ms. Sign Ptaet *Cmventronat Reedn'dnly **Taper imuft have been rounded orf L!-Lenafh of Taper (FT.) W-WidNh nr'Offaet W7.l. S -Ponied Speed WHIZ TYMAL USAG6s p(iBILE mJ"I aw Dealrobie TOW Lenoths 14 Si maetod 11=11tcm SPa lrV of Device Minimum Sign Spacing x 91810m Pasted Spees* Fortltula lot I III 13g an a asx a affsel•arlaerotrnet Taper Tattaent 30 2 L= 60 . 150#1165'1108 1-97 30' 60'-75- 120' 35 205'12213'1245'35' 70'-90' 150' 40 265' 320' 40' 80'-1Yi0' 240' 45 L_WS 450' 540' 45' 84'-110' 320, 51? 500' 600' 50' 100'-125' 400' 55 550' 606'1660' 55' 110'-140' 500` 60 600" 660' 720' 60' 120'-15.0' 3E 600' 65 650' 7t 5' 780' 65' 134' -165' of 700` 70 '700' 770` 840' 7W 144'-1752' 1X1300` *Cmventronat Reedn'dnly **Taper imuft have been rounded orf L!-Lenafh of Taper (FT.) W-WidNh nr'Offaet W7.l. S -Ponied Speed WHIZ TYMAL USAG6s p(iBILE SIIDiii DHRiTION SHORT TM STATIONARY INTERNEDIME TM STATIt1NARY LONG TEM STATIONARY Ref 1 ect•i ve ii 2-94 1. Flags attached to sigls " REQUTAERi. 2. Al I traffic calitl'ai devices T 1lustrated -are � exceo, talose derated with the triaMle;7t of shay be omitted wmn staied..elsewhete' 'in the pians: 3. 'The 8E PREPAM TO STOP aign'may he instal led nfi'er the ME LANE RM AHEAD Sign, but proper sign spacing sholi be smintained. 4:. ROAD W= AREAD si.gm nW be repeated If the visib i l icy of the work zone is less than 15001. TCIYU- a) S. YIELD sign -traffic contra I' mdy be.uaed on ptaiecte with c*gaches that have adequmf� slght:dletatiea. For- projects In urban areas, work zones. should be no longer than ane half of y blach. In rural areas, on toads wi-frt less than 4040 ADT, work areas should bd nb longer -than 400'. 6. YIELD TO ONCOMING TRAFFIC sign shall be placed an a support -at a 7' minimum mounting height. TCP(1-2b) 7. Flaggers should. use iwo-way radlos or ather me'i'hods Of - co mmitation -to cantml-traffici. 6. Lenot•h. of work area shmid be based an the abii ity of flamers to cm ui m i cxtte. 9. Distance alone ourve of work cred should be adaciate length for motorists, to 'identify and react to flmaaer sranals. Only pre-mallfled products slutil:be used. A first of empilott praduots and ihalr SaUrt" may ba abtalned by rrlting or faxIv* standmltl .. Enginar TraMc Wr0tlam Division - 79 Texas ilepwr-Jun tt ar Trc Racial 125 Eaaf lfih SireeF Austin, Texas NMI -2483 Phase (517) 415-3336 Fax 95121 4153151 E -mil 7RF-STAWARftml Wdo+.atate.tw tm O 10 2 /`4'R ' 4W � Nems 17�perrtr>t err Transportvfron �1S (FLAGS -SEE. NOTE., i t Tf2.Ak 41 " Fralt7d tains EllvleToll qt ii. � I1 TRAFFIC CONTROL PLAN `� • 412,. U G! 4 F N 6" E SRI -2b All" X 350 TCP (1-2) -98 TX00T t[- T?AOT n4%e TMOT CCn Tim :T S7 -CT .u9 Hix kt z Z d' L � ~ => CDF- F- a- oo> W w MP° WZ0 x .D o LL 00q ,..J < U) _J � .Jw ooh of a.0 00 W L 0� rr� W CL ZY aCL 0 a:J U H� Z.UL OS4 U (D LL LL O �w (D �::� l e e :.400004. a ra 0400 ALAN P. GMS �asaaara40aar40a40a 8989 _u DATE: OCT.2011 SR.PARK PLANNER Peter_B..Vanecek (979) 764-3412 REVISIONS: SHEET: OF 6 Letters - S l ock QTxcar DeceTt6er Background - White Ref 1 ect•i ve aEt,Q 4-90 2-94 1-97 d-98 TCP (1-2) -98 TX00T t[- T?AOT n4%e TMOT CCn Tim :T S7 -CT .u9 Hix kt z Z d' L � ~ => CDF- F- a- oo> W w MP° WZ0 x .D o LL 00q ,..J < U) _J � .Jw ooh of a.0 00 W L 0� rr� W CL ZY aCL 0 a:J U H� Z.UL OS4 U (D LL LL O �w (D �::� l e e :.400004. a ra 0400 ALAN P. GMS �asaaara40aar40a40a 8989 _u DATE: OCT.2011 SR.PARK PLANNER Peter_B..Vanecek (979) 764-3412 REVISIONS: SHEET: OF 6 2"X4" WIRE MESH B''"' cop #rt FASTENED TO T=POST cam ....... CURB/SIDEWALK 7Gif@I 9'o tu WHERE APPLICABLE SEDIMENT CONTROL- FABRIC c FASTENED SECURELY TO '•;ziC y MARK LOCATION WITH GALVANIZED CARRIAGE INSTALL BOLT IN WALK T -POST & WIRE MESH ;�>4 0� BOLT 3/8'X2' METAL T-POSTF8" Of FILTER FABRIC TO EXTE D ;3k'"': CYLEX COLOR TO BE C205 BROWN,2 SIDED e REQ' TO MAINTAIN. 0 A TRENCH AND E ANCHO %� AS D. IN. INT T @ ED oot'� 6' e U� SPACED 6' APART WITH COMPACTED BACK FILL mum PAINT TREE DARK i ALLOW 2.5' TO 5 4\T TOE OF (� GREEN (2 COATS 2" RADIUS I �" A / SILT FENCE AND/OR SLOPE FOR SEDIMENT TO ®� 0 EXTEND END 12 BEYOND HAY BALES TO BE ACCUMULATE. ALi@N FENCE CONCRETE AND TAPE USED IN AREAS OF ALONG SLOPE CONTOURS. BOTH ENDS DRAINAGE FLOW. uj 14 Q NATURAL GROUND �' i DIRECTION OF NORTH Georgia K.Fitch Parr _ �.. - - i /' , FLQW � P. x LOCATION M AP U. a• 3' SCH 40 PVC PIPE C' : ,T 12' BELOW TOP OF GRADE TYP. 4"X4° MIN. TRENCH-- 0004"fl+ HELVETICA MEDIUM DARK BROWN 20„ s� CONDENSED LETTERS PVC / c I \ / PAINT W/ 2 COATS 1 /2" ROUTED I V .J !. V BEIGE ENAMEL BORDER PAINTED z�.. SILT FElV CE ASSEMBLY RED PAVESTONE �+(� CAP BLOCKS ♦♦♦ ,J VY Pi -C 3 00 ♦ IM RED PAVESTONE PARK SIG �{ _, w_. ..�� ``" ♦,, WALL BLOCK r' 8" X 12" XIS THICK GRADE VARIES ='� ..., r'� -. wm \t ♦,,, TO MATCH EXIST.ON SITE 1 r` KEEP AT LEAST 1 BLOCK t 1 (AVAILABLE FROM & CAP ABOVE EXIST.GRADE �' � » ..�. -' 1 FEMA 500 `!FNAB HOME DEPOT OR ix» , LOWES) t • � FLOODLAI3� > t �, .H - ., : - - .. -_ ""'•,'..,,, r i ,,. 284,_,,- �, ``o � ' :�',..s H---"aCit�-"i �-,'•--*=.�...r,.�`• . �� 3?'x^' � �' >.�� - -� ;2i • \ WALL TO BE. I--g"ti w,y 4" TNICK CONCRETE BASE % 286_ . 1 ♦ .......... 22" HT.MAX. { / 2 #3 REBARS,CONTIN000S ( if »_. '`'� � I t� f�,f' 8 1 I t I v„.rte♦ i V .WALL NOTES: , � � _ � `PHASE LINE '� `'\ �"' --•• _ FEMA 100 YEAR�- 1. RETAINING WALL EXTENSIONS TO BE PLACED ON A 4" CONCRETE FOOTING # _ w 2. EXTENDED WALLS TO STEP DOWN IN BLOCK HEIGHT TO MEET GRADE. � FLOOD PL � � -.. w, ... •�-�- Y -- -- -OWEL INTO EXISTING PICNICISLAB t - l n 3.4X8X12 BLOCKS AND (60) 2X8X12 CAPS t RE: DETAIL SWI -02 ONEET 6 OF 6 �j } tt// • _ 4.USE ADHESIVE (LIQUID NAILS TO GLUE BLOCKS TOGETHER ✓ { � � , J s �'""` • LOCATE,} WALK OUTSIDE OF 1EIOODED AREA� • ,�j PMARK OUT WITH P•ARIfV NNERE 280 _ 710 D C CTIO \ IOR ZD-EXC7tVA N AN ON5TRU N - \ t - _._, .. ,•,,-..,� i' ��,% � . • . \ ! INSTALL 4' X 4' CONC�SLAB'. •' : J` i & PI Co ROCK TRASH Zi N rt f. i _•, f Sac: ✓ �. K,,• rL .E . ,f .�,^ , f Rk'q:SPECIFICA710S - .. `. f t' / 284 � /` ff,._..-/", - %c. ,` •, t ' •'� %1 - 'S i \ 1 • t ✓ ?:.. =, CUT HILL SLIGHTLY' \ r. AA • i� f- r (� ��7 PAPIS.JOINTS CON7R:T0INS TALL •. / / ( t\ V �-'-'t `C r PVC SLEEVE �• j 's• { I ,l �2 , ._.SEED ALL DISTURBED AREAS iHs7Au SILT FENc t t� % 0— '`` �t DUE TO CONSTRUCTION AND ! SOUiHWOOD VALLEY • . ' w f INSTALL 4' X W- CONC.SLAB CIE S S �G.'J (+ , , a ! ` EXIS-TING H!!, E BIB " , _ S BOTH SIDES OF WALKS \ R - 4, MULTI - FAMILY CONCRETE METER BOX;�j `'`8t t • . &PILOT ROCK TRASH CAN t I 'REspeclFl�caTloNs RESEEDING SPECS �':+ \ ,! _ ,e TOP OF WALKS \ t1 ,•i , • ,� �� KINDER CARE LEARNINd'a CENTER • � , , � - � � � � .• .'; .,. ,,i' TO BE 1" ABOVE ' •:. tt \� ;t! � KC PROPCO,LLC. • :.:+. • CUT HILL SLIGHTLY 284 ................ _..w EX ! ISTING GRADE f /�;. it '•' d n - EXCAVATE 3.4 _, _...._. • 1 / �., ,•..? INSTALL NEW 6' WIDE CONCRETE SIDEWALK - PRIOR .O INSTALLING ^., t EXPANSION JOINTS 30' � w„..,M- O.C. AND SCORE JOINTS 6 d.C. �" �`- -••: CONCRETE • • . � ;1 . i > ti• ' ) RE: DETAILS SHEET 6 OF 6 w•- • !"� .'��•�• �.,•` TOP OF WALKS TO BE 1" ABOVE EXISTING GRADE._ -•""'""`� ... e ..r Amok f''VSS s� ® n %x FIAR K CONTR.TOI SN TALL ♦ % '.`' PVC SLEEVE 1 =Y9.EL INTO EXISTING PICNIC SLAB „•• `'•GEORGIE XISTING %'DETAIL SWi�2 SHEET 6 OF 6 r " SOUTHWOOD O©® YML■ FITCH PARK ,�� -. LEY VOL. 508, P. 5711 r r • \ " i SHELTER �• 1�,', EX TI' EXIS SEAT WALL X" ✓ _ __ D,� ON \ !� N� _ - 286 •.. _ M r PLA ROUND• ' FR EM-ANDING,16" HT. _ _ •+... 1 1 aELOcATE IRXII N.G D%NKI EXIST. C P5 .. PANS.JOINTS d.. D! � I p M WATER FI IN S a MOV TA w:.. S f— ­,PHASE SITE AREA -3.7 ACRES "-.� r , ,.M•-• � ^� EXTEND 3/4" PVC LIN '..• GRA ... DRAINLIHE,& ADD BA�i'L VALVE 'J f EXIST. ON .CURB ;. / r i'O`�°AL PARK AREA (UP TO FiVI 2818) = 11.3 ACRES 10" VALVE BOX & CONC.SLAB r ! EXIST. CONTR.TO INSTALL PVC SLEEVE t d� EXISTING AREA LIGHT WALL FIE. THIS SHEET \ :��'• \ \ y e / / XTEND WALL 10' FRONT E ICISTING \ .., ALL. RE: WALL NOT A f f ADD f ROW OF BLRCKS & 1 OW XTEND WALL T FROM EXISTI O' 'XIS7ING }" WATERLINE �' t �' t - \ t ! OF APS TO EXISTING WALL 30' NG #4" •` \\ 1 T �( ASL . RE: WALL NOTES.' % ` / RE: DETAIJaS AND SIP 16" HT AT TIE IN TO EXISTI - / \, W EXTE L ND TAPER T 6" AT END,F'' ALL xPaN .JOINT f I \ \\� \ L 2 -�� NSTALL AP T pLl % a I 40' \ \ 120" tT POINT TO •1 TOE STING XISTIN / T ! ANb• PCR TO 6" .Q" dF WALL �- 1DEWA t .' •:, ELECTRIC E EMEN , ))) 1 _%XISTING VEGETATION X STING . J XISTING ELIC I LINE _� / / J EXIST. \ \ XISTING BACKSTOPS t �;. •,` : �0 ! POWER i OF { r �` f ---DOWEL INTO EXISTING SIDEWALK r f ( POLE '• I t P(� • ..; F c �( + I • `` M ✓r // EXIST �,:•.4 • RE: ETAIL SW1.02 SHEET 6 OF 6 r / �'-� 6 M k ( OVERHEAD HIGH TRANSMISSION ! 1 \\ ��.� .•yam I ` /✓j / BASKETBALL EXISTIN,G. �� 7 / ELECTRICAL LINES' 1 I *• �•* ,ten► \' •..•.......••.• 1. • ,. S Wim-% i WATERLINE � D k- EGZ1Dn1 -` " .i S�..p E Hl%Q_EXISTIN . alD wAl: � • i � t � PETER B.� ANS CEK {7" '' " RE: SW1.02 NOTES SHEET 5 OF 5 I 602 •ti *004 EMOVE AND HAUL OFF APROXIMATELY � _ ,ly � 1��• : �L50 SOFT OF CONCRETE SIDEWALK4' WIDE �� Q L' 2 • F �c • Fr I t ' G,s(A` `' ' CONT I'1'O INSTALL �s :'/STEE��• x15TING 1 .1. & REPOUR 6' SIDE WALK �A ��� 11� `� f�J i9 ` P C S�EEVE RE:DETAIL THIS SHEET C • • . . SOUTHWOOD VALLF ®� , ,/ �1 � N N __ - : ', qp Rc I ti ASKETBALL !� O 5' t - 4, MULTI • FAMILY • .. I J/ s COURT LIGHTS ELECTRIC E �. REpat,� XISTING CONCRETE SIDEWALKP. MWI l -i - CONTRIMO INSTALL PVC S EEV- REMOVE EXIST.PARK SIGN RE -.DETAIL THIS SHEET FOOTINGS,AND STE 8 G -' �C XISTING ELECTRIC INSTALL EET V 0 E • \ METER AND BREAKER PANEL' / 60' OW 1 j XISTING " �. '• 11 -- DOWEL INTO INTO EXIST N!"I 2EWA RE: DETAIL SWI. 02 E T 5 1 1 RE CURBING A D WITH A NEW ADA RAP 5t D C WA -q< g StbEWs'r> SMP Din -AIL GENERAL NOTES: �' �1-LAct.L. i�r►�- UN N ( jJ (� S t.aD Gt- ALL ROOF & GROUND MOUNTED MECHANICAL E UIPM C'�SS St-c�'�Cr 51-1 A -2 • 5 ✓/o -�J FROM AS MOT TO BE VISQIBLE FRT SHALL BE SCREENED gtz_ R VIEW OR ISOLATED SO A•-wr-,c,I 30 - 0 30 60 Scale ''�� = 3 �' NORTH 24 X 36 PAPER tXI'5777AJ6 C441eb C "T rV g€mela Wfi}! CUM AwT GUT. CtcnN 90 SA(N �T- ? o (4emr)VE ''ry1tiRC ��� yt=�. l'iVyl�yt. (�pPat�Ox. to �Yp��-- C(q,R-$ AdV� 647 R WITH �' l „S` Jp1N(� A� QOyv� Sl z E OM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL EE COORDINATED WITH THE BLDG. ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE: EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL. BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 100% OF. GROUNDCOVER DECORATIVE PAVING DECO ATIVE ROCK NOT LOOSE),OR A PERENNIAL RR GRASS IS REQUIRED IN PARKING LOT ISLANdS,SWALES AND DR�INAGE AREAS THE PARKING LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION: THE PROPERTY WITH DEVELOPMENT IS NOT LOCATED WITHIN THE FLOODPLAIN.FEMA FLOODPLAIN PLANS' sgA`YL, R6 PE^Vje7N�-D A -n �]C>✓ Sz2 t�CT �IVS fN FTU,4, CCIW(, 4PIZ✓ WITS-{• -MI-1Z MAP #48041CO182C THE S POND RK ' ALL a .12 V 1.417 .27 ACRES, CP. WOOD DECK o0VD F 290 1UTHWOOD VALLEY Cp CONCRETE LOW T WATER CROSSING AND METER g / �+ SANITARY SEWER SOUTH`N'OOD VALLEY R-11 RESIDENTIAL COURT CONCRETE LOW WATER CROSSING SW SET IT AYGROUND UNIT C 9j N. i W ' a o A o. �o> 1—W ms° o tI' _ • vex O o V GENERAL NOTES: ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPIMEN 1 SHALL BE SCREENED y FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM 3 W A POINT FIVE FEET ABOVE GRADE.SUCH SCREENINGSHALL BE COORDINATED WITH THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN dL UNIfIED APPEARANCE. EXTERIOR BLDG. & SITEILIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 a OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT a�UURCE SHALL NOT DIRECTLY PROJECT LIGHT HORIZCINTALLY.FIXTURES WILL BE MouHTED IN SUCH A MANNER THAT V W THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 100% OF GROUNDCOVER,DECORATIVE PAVING,DECCIRA-fiYE ROCK(NOT LOOSE),OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,SWALES AND DRAINAGE pREAS,THE PARKING li. ' LOT SETBACK,RIGHTS OF WAY,AND ADJACENT PROPERTY DISI R 1 0�, F ED DURING CONSTRUCTION. Q ' THE PROPERTY IS NOT LOCATED WITHIN THE FLOODPLAIN.FEMA FLOG®PLAIN MAP #48041CO182C QRfAo 4 `• k _ _ k Q O. I � I CONCRETE / Ck BROTHERS PONIV ARK , Z SOUTHWOOD VA L ¢c 13 - Vo1.508A x.567 8.85 ACRES i 0. CAn 9� / cc + W i n,- < Q I O ry C j V WATER LINE i FOR DRINCING FOUNTAIN I O n I - I i I I I k PARK I SIGN I I ELECTRIC EASEMENT IN VOL. 508, P. 567 5.Uh DATE: MAY! 2010 1" WATER METER PROJECT M NAGE 70'ROW RIO GRANDE DAVID WOOD (979) 764- 1888 - - - - C,ULLL4 ._ w; REVISIONS DEVELOPMEp7. 8��E. PLAT FILED: 3s. 1E'V� PPI - F fll � 60 0 60 � ' 120 180 JUL o 200 _ SHEET: 0LLg .. Scale 1" = 60' X 36" PAPER SIZE OF • r • / Ck BROTHERS PONIV ARK , Z SOUTHWOOD VA L ¢c 13 - Vo1.508A x.567 8.85 ACRES i 0. CAn 9� / cc + W i n,- < Q I O ry C j V WATER LINE i FOR DRINCING FOUNTAIN I O n I - I i I I I k PARK I SIGN I I ELECTRIC EASEMENT IN VOL. 508, P. 567 5.Uh DATE: MAY! 2010 1" WATER METER PROJECT M NAGE 70'ROW RIO GRANDE DAVID WOOD (979) 764- 1888 - - - - C,ULLL4 ._ w; REVISIONS DEVELOPMEp7. 8��E. PLAT FILED: 3s. 1E'V� PPI - F fll � 60 0 60 � ' 120 180 JUL o 200 _ SHEET: 0LLg .. Scale 1" = 60' X 36" PAPER SIZE OF REMOVE OLD SIDEWALK AND CURBING REPLACE WITH NEW ADA RAMP RE: DETAIL J SHEET 4 OF 5 SILT FENCING DURING CONST. REMOVE OLD WATER CROSSING --AND REPLACE WITH A NEW 16' BRIDGE RE: DETAIL P SHEET 5 OF 5 2"X4" WIRE MESH ASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST PLEASE 8 OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APART WITH COMPACTED BACK FILL IT'S THE ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR THING TO DO SLOPE FOR SEDIMENT TO HAY BALES TO BE ACCUMULATE. ALIGN FENCE USED IN AREAS OF IT'S THE LAW ALONG SLOPE CONTOURS. DRAINAGE FLOW. F ON OF FLOW NATURAL GROUND DIRF- 4„ C 4"X4" MIN. TRENCH 4" 20" v SILT FENCE ASSEMBLY REMOVE AND HAUL OFF 1150' OF EXISTING 4' CONCRETE WALK REPLACE W/NEW 8' WALK REMETAILS K,L,O, SHEET 4 OF 5 DOWEL INTO EXISTING WALK RE: DETAIL L SHEET 4 OF 5 I DO NOT REMOVE THIS SECTION OF EXISTING 4' CONCRETE WALK TOP OF CONCRE ALK AND WALL 90' TO BE SET AT EL ON OF WOOD DECK 25' OF RETAINING W AT DECK NOT TO INCLUDE CHAM V I� e� 80' REMOVE 10' DOWEL INTO EXISTING WALK SILT FENCING INSTALL 170' CONCRETE RE: DETAIL L SHEET 4 OF 5 EXISTING CONCRETE DURING CONST. RETAINING WALL LOW WATER CROSSING RE: DETAIL CONCRETE WALL SILT FENCINGr� SECTION RE: DETAIL S SHEET 5 OF 5 U G CONST. �1D EXISTING 5'R INSTALL PET WASTE STATION POND . WOOD DICK RE: DETAIL B SHEET 2 OF 5 INSTALL 170' CONCRETE RETAINING WALL RE: DETAIL CONCRETE WALL SECTION RE DETAIL S SHEET 5 OF 5 1 0' NOT TO SCALE SECTION 2NOT TO SCALE 2 SECTION Y 1 NOT TO SCALE 1 I-UKU1LLCKA a 1 Vf4LkbULbKm w- LOR). AVAILABLE THRU ACME BRICK / _INSTALL 4" DRAINPIPE RE: DETAIL M SHEET 4 OF 5 R 20' REMOVE AND HAUL OFF 1150 LF. OF EXISTING 4' CONCRETE WALK REPLACE W/NEW 8' WALK RE:DETAILS K,L,O SHEET 4 OF 5 ING BA BA - REM V ND HAUL OFF 200 SOFT. OF HALF COUR EXIST G ONCRETE WALK. REPLACE W , 0 SORT. OF NEW WALK„ RE:D A S K L O SHEET 4 OF 5 DOWEL- E m WALK INTO EXISTING PI I NIT RE: DETAIL L SHEET 5 L EW WA INTO E G GAZEBO RE: DETAIL L T 4 OF 5 DOWEL NE K XIS INTO EXISTING PLA PLA RE: DETAIL L SHEET 4 O REMOVE 125 SOFT. EXISTING WOOD DICK AND REPLACE WITH CONCRETE DETAIL O SHEET 4 OF 5 REMOVE 241 LF. OF EXISTING RED DOG GRAVEL/W STEEL EDGING JOGGING TRAIL. HAUL OFF STEEL EDGING AND REPLACE W/NEW W CONCRETE WALK RE: DETALS K,L,O SHEET 4 OF 5 SILT FENCING�� DURING CONST. INSTALL 4" DRAINPIPE RE: DETAIL M SHEET 4 OF 5 EXERCISE STATION REMOVE OLD RAMP AND CURBING REPLACE WITH NEW ADA RAMP RE: DETAIL H SHEET 4 OF 5 Mutt Mitt (102040) GREEN MUTT MITT PARK DIPENSER t 4X48ROWN RECYCLED PLASTIC POST PET WASTE STATION NOT TO SCALE 11 DOWEL NEW WALK NTO EXISTING PICNIC UNIT RE: DETAIL L SHEET 4 OF 5 DOWEL NEW WALK INTO XISTING COURT RE, DETAIL L SHEET 4 OF 5 REMOVE 10' INSTALL 4” DRAINPIPE XISTING CONCRETE LL : DETAIL M SHEET 4 OF 5 LOW WATER CROSSING T XERCISE STATION REMOVE 955 LF. OF EXISTING RED SILT FENCING OWEL NEW DOG GRAVEL/W STEEL EDGING JOGGING TRAIL. DURING CONST. ISTING COURT HAUL OFF STEEL EDGING AND RE: DETAIL L REPLACE W NEW 6 CONCRETE WALK SILT FEN REPLACE _ INSTALL 4" DRAINPIPE SHEET 4 OF 5 - E: DETAILS K,L,O SHEET 4 OF 5 = ` DURING CONSTI RE: DETAIL I `SHEET 2 OF PET WASTE STATION RE: DETAIL B SHEET 2 OF 5 IST DOWEL NEW WALK INTO S SET EXISTING SWINGSET RE: REMOVE 20' DETAIL L SHEET 4 OF 5 EXISTING CONCRETE, INSTALLPE TING LOW WATER CROSSING WASTE STATIO EXERCI STATION- YGRO D RE: DETAIL B SHEET 2 OF 5 STj --EXERCISE STATION INSTALL PET WASTE STATION RE: DETAIL B SHEET 2 OF 5 SWITCH THESE TWO EXERCISE STATION WITH EACH OTHER REMOVE AND HAUL OFF 650 LF. OF EXISTING 4' CONCRETE WALK 20' REPLACE W/NEW 8' WALK RE: DETAILS K,L,O SHEET 4 OF 5 MOVE EXCERCISE PARK TATION W FURTHERSIGN EXERCISE STATION BACK FROM STREE�� 0 RIO GRANDE a to 60 rk t`"6 JUL 0 2 2010 COLLEGE e4y�AJ1001 ENGRNEERING BASEBALL PRACTICE FIELD 0 60 REMOVE OLD RAMP AND CURBING REPLACE WITH NEW ADA RAMP RE: DETAIL I SHEET 4 OF 5 Scale T' = 60' 120 Ii 180 Z Z LLA 0:*' It It Q z Ann o0> 1—W in O W Z "PmI.1,F = Ul O o (q La I. .J Q o 3 =j W o. 3 oV VW L16 0 O Z V� a Cn Z F z W - � J Lu LiO Z 'ROW 4REMO SIDEWALK AND CURBINGH NEW ADA RAMP SHEET 4 OF 5 Ck R O am �y 0 O Q 0 Lj 0 z 0 L DEV LOP UIT ERVI("TS PLAT FILED: DATE: MAY 2010 PROJECT MANAGER: DAVID WOO (979)764-388 REVISIONS: SHEET: OF 5 PLEASE PICK UP AFTER a YOUR PET IT'S THE COURTEOUS INFORMATION SIGN THING TO DO PROVIDED BY THE CITY AND IN COLLEGE STATION IT'S THE LAW F Mutt Mitt (102040) GREEN MUTT MITT PARK DIPENSER t 4X48ROWN RECYCLED PLASTIC POST PET WASTE STATION NOT TO SCALE 11 DOWEL NEW WALK NTO EXISTING PICNIC UNIT RE: DETAIL L SHEET 4 OF 5 DOWEL NEW WALK INTO XISTING COURT RE, DETAIL L SHEET 4 OF 5 REMOVE 10' INSTALL 4” DRAINPIPE XISTING CONCRETE LL : DETAIL M SHEET 4 OF 5 LOW WATER CROSSING T XERCISE STATION REMOVE 955 LF. OF EXISTING RED SILT FENCING OWEL NEW DOG GRAVEL/W STEEL EDGING JOGGING TRAIL. DURING CONST. ISTING COURT HAUL OFF STEEL EDGING AND RE: DETAIL L REPLACE W NEW 6 CONCRETE WALK SILT FEN REPLACE _ INSTALL 4" DRAINPIPE SHEET 4 OF 5 - E: DETAILS K,L,O SHEET 4 OF 5 = ` DURING CONSTI RE: DETAIL I `SHEET 2 OF PET WASTE STATION RE: DETAIL B SHEET 2 OF 5 IST DOWEL NEW WALK INTO S SET EXISTING SWINGSET RE: REMOVE 20' DETAIL L SHEET 4 OF 5 EXISTING CONCRETE, INSTALLPE TING LOW WATER CROSSING WASTE STATIO EXERCI STATION- YGRO D RE: DETAIL B SHEET 2 OF 5 STj --EXERCISE STATION INSTALL PET WASTE STATION RE: DETAIL B SHEET 2 OF 5 SWITCH THESE TWO EXERCISE STATION WITH EACH OTHER REMOVE AND HAUL OFF 650 LF. OF EXISTING 4' CONCRETE WALK 20' REPLACE W/NEW 8' WALK RE: DETAILS K,L,O SHEET 4 OF 5 MOVE EXCERCISE PARK TATION W FURTHERSIGN EXERCISE STATION BACK FROM STREE�� 0 RIO GRANDE a to 60 rk t`"6 JUL 0 2 2010 COLLEGE e4y�AJ1001 ENGRNEERING BASEBALL PRACTICE FIELD 0 60 REMOVE OLD RAMP AND CURBING REPLACE WITH NEW ADA RAMP RE: DETAIL I SHEET 4 OF 5 Scale T' = 60' 120 Ii 180 Z Z LLA 0:*' It It Q z Ann o0> 1—W in O W Z "PmI.1,F = Ul O o (q La I. .J Q o 3 =j W o. 3 oV VW L16 0 O Z V� a Cn Z F z W - � J Lu LiO Z 'ROW 4REMO SIDEWALK AND CURBINGH NEW ADA RAMP SHEET 4 OF 5 Ck R O am �y 0 O Q 0 Lj 0 z 0 L DEV LOP UIT ERVI("TS PLAT FILED: DATE: MAY 2010 PROJECT MANAGER: DAVID WOO (979)764-388 REVISIONS: SHEET: OF 5 SHEET: OF 5 H NOTES : -�) LIGHTS INSTALL #10 WIRE IN 1" CONDUIT 36" DEPTH MIN. 1.) TRENCH IN CONDUIT, 48" BELOW FINISHED GRADE FOR ELECTRICAL 2.) INSTALL "CAUTION" TAPE 18" ABOVE CONDUITS FOR ELECTRICAL 3.) SMOOTH OUT/CROWN ALL TRENCHES AND HAUL OFF ROCK OR DEBRIS OTHER THAN SOIL. 4.) KEEP TRENCHES OUT OF TREE DRIPLINES AS MUCH AS POSSIBLE 5.) MAKE WIRE SPLICES/CONNECTIONS AT HAND HOLES AT EACH POLE 6.) INSTALL 2" SLEEVES UNDER CONCRETE WHERE ELECTRIC LINES CROSS UNDER MARK LOCATION OF SLEEVES WITH STAINLESS STEEL BOLT IN CONCRETE 7.) JUNCTION BOXES ARE TO BE CONCRETE 111" [689m ] 18.1' [ 460mm ] Optional Photocell 14.0" Receptacle Location [ 356m In ] Convenient, Interlocking { 7Mounting Method 3.9" [ 100mm ] 2.1' [ 53mm ] FI "A" BetaLED "THE EDGE" LUMINARE CAT# BLD -ARE -26 -AA -051 -LED -B -UL -BK 277V FUSING, TYPE 2. PROVIDE PROPER MOUNTING BRACKET FOR ADJUSTABLE ARM LONESTAR PRESTRESS ROCHESTER SERIES CAT# 161214-FB(BLK ETCHED FINISH W/ACRYLIC SEALER) 2-3/8" O.D.TENON, POLE EMBEDDED CONCRETE MOWSTRIP RE:CONCRETE MOWSTRIP DETAIL THIS SHEET /71 \ RUN WIRES THRU HOLE IN CONC.POLE /x MIN.OF 30" DEEP \j�\ : , j\ / CEMENT SAND BACKFILL (USE \\j�\/// /j // j/K,\� CEMENTIOUS EARTH BACKFILL -MIX ONE PART DRY CEMENT POWDER TO FIFTEEN PARTS CLEAN, WASHED SAND) 8" PATH LIGHT NOT TO SCALE INSTALL #10 WIRE IN 1" CONDUIT 36" DEPTH MIN. INSTALL #8 WIRE IN 1" CONDUIT 36" DEPTH MIN. INSTALL #8 WIRE IN 1" CONDUIT 36" DEPTH MIN. INSTALL #8 WIRE f s IN 1" CONDUIT 0 + 1 s 36" DEPTH MIN. oOVp WOOD_ DECK 4 P1'ism, atu R1p1Tmw HOLOPHANE "GRANVILLE LED" LUMINARE CAT# GVE-116-AS-6-4-B-S-B SOLAR ONE "SO BRIGHT" SOLAR PANEL RE: SPECS LONESTAR PRESTRESS ROCHESTER SERIES CAT# 161214-FB(BLK ETCHED FINISH W/ACRYLIC SEALER) 2-3/8" O.D.TENON, POLE EMBEDDED CONCRETE MOWSTRIP RE:CONCRETE MOWSTRIP DETAIL THIS SHEET ,\// , ` RUN WIRES THRU HOLE IN CONC.POLE MIN.OF 30" DEEP j\�CEMENT SAND BACKFILL (USE CEMENTIOUS EARTH BACKFILL - MIX ONE PART DRY CEMENT POWDER TO FIFTEEN 8" PARTS CLEAN, WASHED SAND) AREA LIGHT NOT TO SCALE NOTES 1. REMOVE & HAUL OFF 6 EXISTING DEAD TREES. REPLACE/INSTALL 6 NEW 45 GALLON TREES. REFER TO TREE PLANING SECTION 2.) SEED ALL DISTURBED AREAS 2 LBS. OF UNHULLED BERMUDA PER 1000 S.F AND 5 LBS. OF RYE GRASS PER 1000 SF. 12 GAUGE GAL WIRE ENCASED / IN 1" DIA. RUBBER HOSE LANDSCAPE LEGEND 'T NOTES OW',A_ (2) MONTEZUMA CYPRESS 1) PLANT SO THAT TOP OF ROOT BALL IS 1- 2" ABOVE FINISHED GRADE. 2) ADD NEW TOPSOIL MIX MIN. OF 30" DEPTH Q TREE, / (4) HIGH RISE LIVE OAK 6' x 6' AREA COMPACT ALL NEW SOIL SLIGHTLY. 3.) 45 GALLON TREES TO HAVE HOLE (3) 2x 2x 8 METAL T POSTS — 2" MULL DUG Q 6X6 DIAM X 30" DEPTH. 30 GALLON TREES TO HAVE HOLE STAKE ABOVE FIRST BRANCHES OR AS DUG Q 4X4 DIAM X 24" DEPTH. NECESSARY TO KEEP FROM SLIPPING 5 GALLON PLANTS TO HAVE HOLE DUG Q 2X2 DIAM X 18" DEPTH FORM TREE WELL 8" FINISH GRADE IN HEIG FERTILIZER TABLETS REFER TO NOTES FOR DIAM. & DEPTH (20-10-5, 10 GRAM, 2 YR. FORMULA) TOPSOIL MIX (1/3 TOPSOIL, 1/3 COMPOST, - 1/3 DECOMPOSED PINE BARK MULCH). WATER & TAMP TO REMOVE AIR POCKETS BOTHERSRPOND PARK INSTALL IRE IN 1" COND 36" DEPTH MI . INSTALL IN 1" CO G 36" D IN. r INSTALL #8 WIRE IN 1" CONDUIT 36" DEPTH MIN. INSTALL #3 WIRE IN 1" CONDUIT 36" DEPTH MIN. INSTALL JUNCTION BOX EXISTING TRANSFORMER AND METER - INSTALL 1- 40 AMP BREAKER TO' ' EXISTING METER FOR AREA LIGHT CIRCUIT INSTALL #8 WIRE IN 1" CONDUIT Q — 36" DEPTH MIN. CONCRETE WALK CONCRETE LIGHT POLE USE CONCRETE SIDEWALK SECTION. DOWELL INTO EXITING SIDWALK CONCRETE MOW STRIP HALF COURT XIS SW GSE' — �s' EXISTING / LAYGROUN \1lI1® INSTALL CONC.LIGHT POLE TO BE DIRECTLY BURIED 4' DEPTH RE: DETAIL 4 THIS SHEET INSTALL #10 WIRE ` IN 1" CONDUIT �+ 36" DEPTH MIN. XERCISE SL INSTALL #10 WIRE IN 1" CONDUIT G 36" DEPTH MIN.. XERCISE STATION INSTALL #10 WIRE IN 1" CONDUIT 36" DEPTH MIN. TREE PLAN NOT TO SCALE i 60 t EXISTING BASEBALL PRACTICE FIELD T IN 0 460 Scale V = 6 2411 G SECTION _ IIEVVED O 1AMCP GULLL'Uk; ,Z DEVELOPMENT ERVICES PLAT FILED- 4—'! 120 180 DATE: MAY 1010 PROJECT MAN' GER: DAVID W0,1 (979) 764-3ii88 D REVISIONS: II SHEET: OF 5 NOTES: SECURE G -SEAL TO THE EXPANSION JOINT W/NAILS, SCREWS, OR STAPLES 18"O.C. G -SEAL EXPANSION JOINT EXISTING PROVIDES A FINISHED JOINT (DO NOT TOOL.) RAMP CONC. WALK PLACE EXPANSION JOINT EVERY 30' ' SMOOTH DOWEL BAR, SAWED OR FORMED COMBINATION SEAL WITH EXPANSION NOT TO SCALE G -SEAL #624 1/2" O x 18",12" O.C. JOINT MATERIAL, MIN. 1/4" R 3/4" (CO TED W/HEAVY GREASE) 3/8.. R 1/8" TO 3/16" _ - ,1.- '• .' , 1 `• ' 411 , .� •, ' ` E 3 LONG METAL ORP ASTIC CAP, INSIDE DIAMETER TO BE ' � � • ' 1/2" FIBER EXPANSION BOARD �� �I 16 GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE 6' 4� LONG ENOUGH TO COER��" OF DOWEL AND HAVE STOP SO y0 END OF CAP IS 1" FROF BAR. SIDEWALK CONTRACTIONJOINT SIDEWALK'�EXPANSI N JO1 T �NOT TO SCALE & CONSTRUCTIO14JINT ? 44 4" NOT TO SCALE ?%S SMOOTH DOWEL BAS: 6' �OpF SEAL WITH SONNEBORN SLA 1/2" O x 18",12" O.C. 10111/4" R 3/4" (CO TED W/HEAVY GREASE) 4„ _ ,1 r04 1/2" FIBER EXPANSION BOARD ­,/3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE �i i6 GREATER THAN DIAMETER OF'!DOWEL BAR. CAP MUST BE cv LONG ENOUGH TO COVER 2 OF DOWEL AND HAVE STOP SO 5, END OF CAP IS 1" FROM END OF BAR. EW TOEXISTI NNG CURB OR f. SIDEWALK EXPANSION J E & CONSTRUCTI R JOINT EXPANSION JOINT EXISTING CONC. WALK CORD NOT TO SCALE EXPANSION JOINT) EXPANSION JOINT EXISTING CONC. WALK/ ANSION JOINT NOT TO SCALE #3 REBAR 12" O.C. B.W. 2 4"DIAM. SCH.40 DRAINPIPES - ^Q. CUT 45 OFF END OF PIPES 1' #3 REBAR 12" O.C. B.W. <1v v 2'x2'CONC. SLAB @ EACREND OF PIPES DRl - 1 PI ISE SEC -i1 NOT TO SCALE EXPANSION JOINT AS REQUIRED —, SIDE FLARE (TYP) ---I E II DETECTABLIN E WARNING WARNING PAVER No. 3 REBAR AT_/ 18" (MAX,) ON -CENTER BOTH WAYS RAMP SLAB NOT TO SCALE SWEEP SAND INTO ALL JOINTS CONC. SIDEWALK NO.3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH TR NCATED DOME SURFACE 1" MORTAR BED - SHALL CONFORM TO APPLICABLE SPECIFICATIONS CONTROL JOINT PERMISSIBLE MIN. 4" CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECimr!O 112 ' 80' o ci 6" TYP. p °D 4" 7.5t# EXISTING —�— - 0- " --- — VARIES CONC. WALK ACCEPTABLE 6TRAFFIC RATED 0„ PAVER MATERIAL S�OpE 2% MAX. o " 1" MAX. SAND LAYING COURSE4 COMBINATION RAMP NOT TO SCALE SIDEWALK PAVER SECTION o 0---7—o SEE NOTE 4 GENERAL NOTES: 1 = #3 BARS @ 12" O.CE.W. OR 28 -DAY CONCRETE 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. \ #4 BARS @ 18" O.C.E.W. STRENGTH 3000 p81 2, FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP @ INTERVALS EQUAL TO THE WIDTH OF THE SIDEWALK. (4" THICK MIN.) EXPANSION JOINTS @ 40'0.C., SEE GENERAL NOTE 3 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) SEE FINISH NOTE. WITH #3x12" BARS @12"O.C.OR#4x12"BARS @18"O.C. 4• COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS 0 CONCRETE SIDEWALK DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT NOT TO SCALE S. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. 124" X 36" PAPER SIZE I 0 DATE: MA PROJECT MANAGER: DAVID WOOD (979)764- REVISIONS• 2010 888 SHEET: OF 5 BRIDGE ABUTMENT RE: DET PIERS @ BRIDGE, . DETAIL M L 6„ 7. .� 8' 1. NOTES: 1.) VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY PROJECT MANAGER ANY DIFFERENCES 2.) BRIDGE TO BE FURNISHED & INSTALLED BY GENERAL c CONTRACTOR. ELEVATION = 279.3' 3.) REF. SITE PLANS FOR ' BRIDGE LOCATION 4.) REGRADE TO KEEP SLOPE 1:12 MAX i 5.) RE: SPECS FOR BRIDGE TYPE 16' BRIDGE BRIDGE FOUNDATION NOT TO SCALE Q 12/36 PIER NOT TO SCALE NIMUM OF Di .OF PIER. 'OIL i'SURFACE =,WI.I:iG.::i'1..m 04a=- ImIffm.ic7som. I i IKRZ.=F=JIt M=:.1I,= 1m I I,.:a N,',m.�A� 2� 1I � d - BRIDGE NOT TO SCALE 1.� esOR A'S DIRECTED BY MANUFACTURER AND AFIFFOWED 0-1 EHSINEER.- ELEVATION = 279.3' ADJUST TO MATCH HEITH OF BRIDG EXPANSION JOINT RE: DETAIL E ­\ �411� SIDEWALKn; d 4 s - /\// 4. 1.) BOL TYPE AND PLACEMENT OF ANCHOR WILL B DETERMINED UPON RECEIPT OF''BRIDGE MANUFACTURER SPECIFICATIONS 2.) ATTACH BRIDGE TO PIER WITH 2"X 2° 4'GALAVANIZED ANGLE IRON 3 - #6 13ARS > #3 TIE ' @ 12" C -C 6 MIL P LY 3/\\6 /�\RS/\ i\\' !AV BRIDGE ABUTM NOT TO SCALE NOTES: 1. SIDEWALK EXPANSION JOINT (30') W/G-SEAL 11°410 & 1/2" EXPANSION BOARD SCORE JOINT SPACING (5'). 2. HANDRUB EXPOSED CONC. SURFACE AFTER REMOVAL OF FORMS. VARIES 8' MIN. SOD ALL DISTURBED AREAS W/ TIFF BERMUDA 1% CROSS SLOPE I 2" SAND BASE; #3 CONT. @ '12" O.C. #3 STIRUPS @ 24" O.C. '(2) #5 CONT. @ TOP AND BOTTOM �► SECTION: CONCRED PO EB N . T SECTION V HALF SECTION ROUND TREE GRATE (SUNRISE M7265) NOT TO SCALE FRAME JIG WELDED ROM 1- 3/4X1- 3/4" x 1/4" STEEL ANGLIE •,. •.:. -• .� . e /w .E GRATE HEAVY BROOM FINISH—;3„ CHAMFER 6% POND EXISTING , GRADE ORDER/WALK AME (M7201F) 24" X 367, PAPER SIZE 9 r• DATE: MAY PROJECT MAAGER• DAVID WOE, (979) 764-3888 REVISIONS: 010 D SHEET: OF 5 PROJECT NUMBER GE STATION Uz N LOCATION MAP RED PAVESTONE CAP BLOCKS RED PAVESTONE WALL BLOCKS 9" X 12' XV THICK (AVAILABLE FROM HOME DEPOT OR LOWES) THICK CONCRETE BASE RE: SIDEWALK DETAILS SHEET 6 OF 6 2 #3 REBARS,CONTIN000S aft Am& %;u WALL NOTES: I TI P 1. RETAINING WALL EXTENSIONS TO BE PLACED ON A 4" CONCRETE FOOTING NOT TO SCALE 2. EXTENDED WALLS TO STEP DOWN IN BLOCK HEIGHT TO MEET GRADE. 3. BLOCK MATERIAL QUANTITY SHOULD APROXIMATELY BE: (150) 4XSX12 BLOCKS AND (60) 2XSX12 CAPS CYLEX COLOR TO BE C205 BROWN,2 SIDED 4.USE ADHESIVE (LIQUID NAILS TO GLUE BLOCKS TOGETHER 6, PAINT TREE DARK GREEN (2 COATS)-\ 2" RADIUS Georgia K.Fitch Park 3• HELVETICA MEDIUM PAINT TRUNK CONDENSED LETTERS DARK BROWN )UTHWOOD VALLEY - 4, MULTI - FAz PAINT W/ 2 COATS 2" ROUTED BEIGE ENAMEL BORDER PAINTED FEMA 100 YEAR FLOOD PLAIN Wft Alk 9% OAF AM EXISTING HOSE BIB CONCRETE METER CURB/SIDEWALK WHERE APPLICABLE MARK LOCATION WITH GALVANIZED CARRIAGE INSTALL BOLT IN WALK EADWALL BOLT 3/8'X2' 2 4"DIAM. SCH.40 DRAINPIPES n CUT 60 oOFF END OF PIPES VNII 1 - EXTEND END 12' BEYOND #3 REBAR 3 REBAR BOTH ENDS D TAPE 12" O.C. B.W. 12" O.C. B.W. p. p. V_ 0 0 3' SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. 2'X2'CONC. SLAB @ EACH END OF PIPES PVC SLEE MRAINPIPES.ECTION IOT TO SCALE ALK •Y NSTALL NEW 6' WIDE CONCRETE SIDEWALK / EXPANSION JOINTS 30' O.C. AND SCORE JOINTS W O.C. +.' RE: DETAILS SHEET 6 OF 6 TOP OF WALKS TO BE 1' ABOVE EXISTING GRADE -- LEAR 6" TREES OR SMALLER AND UNDERSTORY FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW BRUSH AT AN 8' WIDE PATH FOR SIDEWALK. 284 • �_`'�� '' • A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH -- SEDIMENT CONTROL FABRIC 30 FASTENE D SECURELY TO OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY INSTALL 4"DRAINPIPE WIRE MESH E: DRAINPIPE SECTION DETAIL B" OF FIL THIS SHEET—�---" ;;::.:.•• 282 _ �� AND BE ANCHORED INSTALL 4' X4% ONC.SLAB WITH C & PILOT ROCK TRASH CAN RE:S�ECIFSCATIONS •Y NSTALL NEW 6' WIDE CONCRETE SIDEWALK / EXPANSION JOINTS 30' O.C. AND SCORE JOINTS W O.C. +.' RE: DETAILS SHEET 6 OF 6 TOP OF WALKS TO BE 1' ABOVE EXISTING GRADE -- FEMA 500 YEAR FLOOD PLAIN INSTALL V X N CO C.SLAB DWELL INTO EXISTING PIC IC & PI OT ROCK TRA H CAN RE: DETAIL SWI -02 SHEET 6 :: ' : , }x. % -' • ; ' • •- RMSPECIFIC%►TIONS 280 ' INSTALL 4" DRAINPIPE E: DRAINPIPE SECTION DETAIL " THIS SHEET t: CONTR.TO ISTALL PVC SLEEVE INSTALL SILT FENC G PRIOR TO CONST.OF WALKS 4• . 4\ 284 ;. 4. 1E K I�FIT%A";kH ® CONTR.TO 1 SN TALL. •s WELL INTO EXISTING PICNIC SLAB GE®'� K. ��TC ��� _ • ` �•' • •; :RE: DETAIL SWi-02 SHEET 6 OF 6 � • XISTING SOUTHWOOD VALLEY VOL. 5085 P. 571 SHELTER : a• J3ELOCATE EXISTING DRINKING S B & MO IST. TA WATER FOUNTAIN EXTEND 3/4" PVC LINE, EXISTING DRAINLINE,& ADD BALL VALVE PLAYGROUND EXIST. ON .CURB CONTR.TO INSTALL PVC SLEEVE 10° VALVE BOX & CONC.SLAU / RE:DETAIL THIS SHEET EXISTING AREA LIGHT / E 1ST. XTEND WALL 10' FRONL "ISTING AL ALL. RE: WALL NOT -- ADD 1 ROW OF BL CKS & 1 OW EXTEND WALL 20' FROM EXIST G+ XISTING 4° WATERLINE OF CAPS TO EXISTING WALL,30'NG IIVALk. FiE: WALL NOTES RE: DETJVLS AND SPECS XISTING EXTEND' SIDEWAL f � . / / XISTING VEGETATION XISTING ELE LINE :!•. - i "'' , • )OWELL INTO EXISTING SIDEWALK / RE: DETAIL SWi-02 SHEET 6 OF 6 EXIST)NG BASKETBALL EXISTING / C�O�R 4" WATERLINE CXISTING EMOVE AND HAUL OFF APROXIMATELY 25' ASKETBALL �� 450 SQFT OF CONCRETE SIDEWALK ELECTRIC / COURT LIGHTS ca ' REMOVE EXIST.PARK SIGN CONTR.TO INSTALL PV SLEE FOOTINGS,AND STE G WA RE:DETAIL THIS SHEET INSTALL N RE:DETAIL *__�EXISTING ELECTRIC METER 1 EET \ 60' OW ewFNISTINQ SIn• ; RE: DETAIL SWI -02 SHEET 6 OF 6 - . •+ XISTING 1" WATER METER REMOVE EXISTING SIDEWALK AND CURBING AND REPLACE WITH A NEW ADA RAMP RE: COMBINATION RAMP DETAIL THIS SHEET. BALCONES -- - - -- 286 XISTING BACKSTOPS CONCRETE SIDEWALK GENERAL NOTES: 40' ELECTRIC E) 0 HE: SWI -02 NOTES SHEET 6 OF 6 REMOVE EXISTING SIDEWALK AND CURBING AND REPLACE WITH A NEW ADA RAMP — RE: COMBINATION RAMP DETAIL THIS SHEET ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED 2"X4" WIRE MESH FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW / FASTENED TO TI POST A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH -- SEDIMENT CONTROL FABRIC 30 FASTENE D SECURELY TO OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY T -POS'& WIRE MESH METAL T -POST B" OF FIL ER FABRIC TO EXTEND AS REO•D. TO MAINTAIN. INTO A TRENCHN AND BE ANCHORED SPACED 6' APART WITH C PACTED BACK FILL ALLOW 2 ' TO 5' AT TOE OF SILT FENCE AND OR SLOPE FOR SEDIMENT TO HAY BALES TO BE ATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. (I \ACCUML I.I OF FLOW NATURAL GROUND? I ( pl ECTION 4" 4"X4" MIN. TRENCH e K� 20" SILT FENCE ASSEMBLY SWPPl-03 FEMA 500 YEAR FLOOD PLAIN INSTALL V X N CO C.SLAB DWELL INTO EXISTING PIC IC & PI OT ROCK TRA H CAN RE: DETAIL SWI -02 SHEET 6 :: ' : , }x. % -' • ; ' • •- RMSPECIFIC%►TIONS 280 ' INSTALL 4" DRAINPIPE E: DRAINPIPE SECTION DETAIL " THIS SHEET t: CONTR.TO ISTALL PVC SLEEVE INSTALL SILT FENC G PRIOR TO CONST.OF WALKS 4• . 4\ 284 ;. 4. 1E K I�FIT%A";kH ® CONTR.TO 1 SN TALL. •s WELL INTO EXISTING PICNIC SLAB GE®'� K. ��TC ��� _ • ` �•' • •; :RE: DETAIL SWi-02 SHEET 6 OF 6 � • XISTING SOUTHWOOD VALLEY VOL. 5085 P. 571 SHELTER : a• J3ELOCATE EXISTING DRINKING S B & MO IST. TA WATER FOUNTAIN EXTEND 3/4" PVC LINE, EXISTING DRAINLINE,& ADD BALL VALVE PLAYGROUND EXIST. ON .CURB CONTR.TO INSTALL PVC SLEEVE 10° VALVE BOX & CONC.SLAU / RE:DETAIL THIS SHEET EXISTING AREA LIGHT / E 1ST. XTEND WALL 10' FRONL "ISTING AL ALL. RE: WALL NOT -- ADD 1 ROW OF BL CKS & 1 OW EXTEND WALL 20' FROM EXIST G+ XISTING 4° WATERLINE OF CAPS TO EXISTING WALL,30'NG IIVALk. FiE: WALL NOTES RE: DETJVLS AND SPECS XISTING EXTEND' SIDEWAL f � . / / XISTING VEGETATION XISTING ELE LINE :!•. - i "'' , • )OWELL INTO EXISTING SIDEWALK / RE: DETAIL SWi-02 SHEET 6 OF 6 EXIST)NG BASKETBALL EXISTING / C�O�R 4" WATERLINE CXISTING EMOVE AND HAUL OFF APROXIMATELY 25' ASKETBALL �� 450 SQFT OF CONCRETE SIDEWALK ELECTRIC / COURT LIGHTS ca ' REMOVE EXIST.PARK SIGN CONTR.TO INSTALL PV SLEE FOOTINGS,AND STE G WA RE:DETAIL THIS SHEET INSTALL N RE:DETAIL *__�EXISTING ELECTRIC METER 1 EET \ 60' OW ewFNISTINQ SIn• ; RE: DETAIL SWI -02 SHEET 6 OF 6 - . •+ XISTING 1" WATER METER REMOVE EXISTING SIDEWALK AND CURBING AND REPLACE WITH A NEW ADA RAMP RE: COMBINATION RAMP DETAIL THIS SHEET. BALCONES -- - - -- 286 XISTING BACKSTOPS CONCRETE SIDEWALK GENERAL NOTES: 40' ELECTRIC E) 0 HE: SWI -02 NOTES SHEET 6 OF 6 REMOVE EXISTING SIDEWALK AND CURBING AND REPLACE WITH A NEW ADA RAMP — RE: COMBINATION RAMP DETAIL THIS SHEET ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT,MEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 30 EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY PROJECT LIGHT HORIZONTALLYSIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 100% 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 &NSTRUCTION. J. THE PROPERTY WITH DEVELOPMENT IS NOT LOCATED WITHIN THE FLOODPLAINXEMA FLOODPLAIN MAP #48041CO182C SIT SOUTHWOOD VALLEY R - 4, MULTI'- FAMILY TO SHEET Scale V 30' i SIZE all ............... PETER B.VANECEK ............... 602 STER.�' �<v �RG� DATE:.! U LY 20, 2011 PROJECT MANAGER: Peter B.Vanecek (979) 764-3412 REVISIONS: A J. ............... PETER B.VANECEK ............... 602 STER.�' �<v �RG� DATE:.! U LY 20, 2011 PROJECT MANAGER: Peter B.Vanecek (979) 764-3412 REVISIONS: BetaLED "THE EDGE" LUMINARIE ARE=EDG-2MB-AA-06-C-UL-BK-F(120)-R TYPE II )E PROPER MOUNTING BRACKET DJUSTABLE ARM M 'AR PRESTRESS 3TER SERIES 61214-FB(BLK ETCHED W/ACRYLIC SEALER) ' O.D.TENON, POLE EMBEDDED ;ONCRETE MOW STRIP E: CONCRETE MOW STRIP DETAIL 'HIS SHEET RUN WIRES THRU HOLE IN CONC.POLE MIN.OF 30" DEEP CEMENT SAND BACKFILL (USE CEMENTIOUS EARTH BACKFILL - MIX ONE PART DRY CEMENT POWDER TO FIFTEEN PARTS CLEAN, WASHED SAND) 'ATH LIGHT DETAIL "C" NOT TO SCALE EXISTING AREA LIGHT TO REMAIN (SAME AS BASKETBALL COURT LIGHT) MOUNT PUSH BUTTON TIMER FACING BASKETBALL COURT ON POLE AT A 54" HEIGHT THAT WILL TURN ON BASKETBALL COURT LIGHTS e EXISTING 200 AMP ELECTRIC METER PEDESTAL (MILBANK CATALOG # U324U) WITH EXISTING 20 AMP MAIN BREAKER AND EXISTING 20 AMP CIRCUIT BREAKER IN PANEL THAT SERVES BASKETBALL COURT LIGHTS AND AREA LIGHT 1) REPLACE EXISTING 20 AMP MAIN BREAKER WITH 60 AMP MAIN BREAKER 2) ADD (1) 20 AMP CIRCUIT BREAKER TO EXISTING PANEL FOR PATHWAY LIGHTING CIRCUIT 3) ADD (1) 20 AMP CIRCUIT BREAKER FOR IRRIGATION CONTROLLER WHICH WILL BE INSTALLED ADJACENT TO THE METER PEDESTAL XISTING ELECTRIC LINE -CONTRACTOR TO REPLACE DAMAGEI LENS COVER - CI TO SUPPLY COVEF BASKETBALL COURT LIGHT SIDEW K "----INSTALL (2) #8 Cu STRANDED THWN AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. -EXISTING SIDEWALK J 0 1 1MOMMIM M111 CONCRETE LIGHT POLE 3' USE CONCRETE SIDEWALK SECTION SW1-02 SHEET 6 OF 6. DOWEL INTO EXISTING SIDEWALK 4" THICK CONCRETE WITH #3 REBARS,12" O.C., if BROOM FINISH COVER BASE OF POLES WITH DUCT TAPE PRIOR TO NVENIENT, INTERLOCKING 3' POURING OF CONCRETE UNTING METHOD CONCRETE MOW STRIP NOT TO SCALE CRETE SIDEWALK NOTES PATH LIGHTS 1.) TRENCH IN CONDUIT, 36" BELOW FINISHED GRADE FOR ELECTRICAL 2.) INSTALL "CAUTION" TAPE 18" ABOVE CONDUITS FOR ELECTRICAL 3.) SMOOTH OUT/CROWN ALL TRENCHES AND HAUL OFF ROCK OR DEBRIS OTHER THAN SOIL. 4.) KEEP TRENCHES OUT OF TREE DRIP LINES AS MUCH AS POSSIBLE 5.) MAKE WIRE SPLICES/CONNECTIONS AT HAND HOLES AT EACH POLE 6.) INSTALL 2" SLEEVES UNDER CONCRETE WHERE ELECTRIC LINES CROSS UNDER MARK LOCATION OF SLEEVES WITH STAINLESS STEEL BOLT IN CONCRETE AVOID NEW TREES AND IRRIGATION LINES IN THIS AREA INSTALL (2) #8 Cu STRANDED THWN AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. 1" WATER METER E CAREFUL TO NOT BLOCK VIEW OF THE 2 SIDED PARK SIGN WITH THIS PROPOSED PATH LIGHT GEORGIE K FITCH PARK ETE SIDEWALK BALCONES �e $7089 0 �; F`'CENSaG��,: Z h��wo �~ F-2664 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY REX N. WOODS, P.E. 87089 AUGUST 2, 2011 NOT VALID UNLESS SIGNED. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. McCord Engineering, Inc. is responsible for the electric design of this project only. Mc CORD ENGINEERING INC. Texas Registered Engineering Firm F-2664 916 Southwest Parkway East College Station, TX 77840 INSTALL (2) #8 Cu STRANDED THWI\T� AND (1) #8 Cu STRANDED THWN - GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. INSTAI I (2) #10 Qj STRANDFD THWN AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. ;�7 �-- N 0 = W �NSTALL LINSTALL (2) #8 Cu STRANDED THWN C9 (2) #8 Cu .STRANDED THWN AND (1) #8 Cu STRANDED THWN �) �QO U AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC W U W GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. UU W CONDUIT AT 36" DEPTH MINIMUM. 0= INSTALL 9 PATH LIGHTS Un -- TO BE DIRECTLY BURIED ® 4' DEPTH n RE: DETAIL E THIS SHEET NSTALL (2) #8 Cu STRANDED THWN AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH. MINIMUM. AVOID NEW TREES AND IRRIGATION LINES IN THIS AREA INSTALL (2) #8 Cu STRANDED THWN AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. 1" WATER METER E CAREFUL TO NOT BLOCK VIEW OF THE 2 SIDED PARK SIGN WITH THIS PROPOSED PATH LIGHT GEORGIE K FITCH PARK ETE SIDEWALK BALCONES �e $7089 0 �; F`'CENSaG��,: Z h��wo �~ F-2664 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY REX N. WOODS, P.E. 87089 AUGUST 2, 2011 NOT VALID UNLESS SIGNED. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. McCord Engineering, Inc. is responsible for the electric design of this project only. Mc CORD ENGINEERING INC. Texas Registered Engineering Firm F-2664 916 Southwest Parkway East College Station, TX 77840 INSTALL (2) #8 Cu STRANDED THWI\T� AND (1) #8 Cu STRANDED THWN - GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. INSTAI I (2) #10 Qj STRANDFD THWN AND (1) #8 Cu STRANDED THWN GROUND IN (1) 1" SCHEDULE 40 PVC CONDUIT AT 36" DEPTH MINIMUM. ;�7 �-- N 0 = W 00 � O� C9 �xO0 0 M—> �� �) �QO U �U)x WCD oWCn W U W 0 UUP n- U UU W 0= Un -- Q n DATE: JULY 2011 PROJECT MANAGER: Peter B. Vanecek (979) 764-3412 REVISIONS: SHEET: 30 0 30 60 90 I Scale 1" = 30' �h JOB CODE - CPR -4-G.1 2411 X 36" PAPER SIZE DRAWING # - MEI -9541 OF 5 (3) 2"x 2"x 8' METAL "T" POSTS ANGLED AWAY FROM TREE STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO KEEP FROM SLIPPING FORM TREE WELL 8" IN HEIGHT REFER TO NOTES FOR DIAM. & DEPTH TOPSOIL MIX (1/3 TOPSOIL, 1/3 COMPOST, 1/3 DECOMPOSED PINE BARK MULCH). WATER & TAMP TO REMOVE AIR POCKETS TREE PLANTING NOT TO SCALE TOPSOIL. FOR EXPOSED BB COURT SLAB \ SEED AND WATER. RE: SPECS KEEP WATERED DAILY FOR AT LEAST 2 WEEKS IF NO IN 0 Caw -6 oq0 0 �i c EXIST. '- `F POL 0 12 GAUGE GALV. WIRE ENCASED IN 1" DIA. RUBBER HOSE EXISTING WOODED AREA TOPSOIL. FOR -AREAS ALONG RETA LLS. SEED AkID- ATER. RE: BASKETBALL COURT zZ 1 EXIST. TREES 1 CATHEDRAL LIVE OAKS,15 GAL. CHINESE PISTACHE,15 GAL. SPACE SHADE TREES AT LEAST 25-30' O.C. AND 8-10' FROM SIDEWALKS EXIST. CREPE - 'MYRTLES - ts, GENERAL NOTES: 1.) IRRIGATION AND LANDSCAPE CONTRACTORS ARE TO COORDINATE TREE AND BUBBLER LOCATIONS. 2.) SEED ALL DISTURBED AREAS WITH 2 LBS. UNHULLED BERMUDA AND 5 LBS. ANNUAL RY GRASS PER 1000SF. 3.) TREES TO BE INSPECTED BY PROJECT MANAGER PRIOR TO PLANTING ACCORDING TO THE SPECS AND HAS THE RIGHT TO REJECT THEM. 4.) TREES TO BE KEPT WATERED BY HAND DURING INSTALLATION UNTIL IRRIGATION IS WORKING PROPERLY. NSTALL TREES RE: TREE PLANTING 3� DETAIL THIS SHEET AND SPECS ALTERNATE # 1 30 CREPE MYRTLES 15 GAL. 15' O.C. IN GROUPS OF 3 10' BACK OF SIDEW /-CONCRETE SIDEWALK LC1:tqjL1ptC11:§Lqw.11wq;1M ALTERNATE # 1 _1 Lacebark Elm,30 gal. • \4 EXIST. RALCONES ALTERNATE # 1 LANDSCAPE LEGEND Q71 30 CREPE MYRTLES,15 GAL. 15' o.c. \ Dynamite Red variety 1 Lacebark Elm,30 gal. 111/ //� I 1 CATHEDRAL LIVE OAK,15 GAL.. /0�///I IIN\\ i I \�� � 2//li IlN\ EXIST.GUY WIRES , Q_�_ ETE SIDEWALK ALTERNATE # 1 1 CATHEDRAL LIVE OAK,15 GAL. ��- 30 1 0 301', 60 90 L Scale 1' _ 30' 24" ► 3 PAPER SIZE i i 4 4 • • • • • • • • • • • • • • • PETER B.VANECEK ••••••••••••••• :•,Q 602 <•: 0 �y�S �. ;� STE�:•���v c'1pE • ARS DATE: JULY 2011 PROJECT MANAGER: Peter B.Vanecek (979) 764-3412 REVISIONS: NOTES 1) PLANT SO THAT TOP OF ROOT FLARE IS 2" ABOVE FINISHED GRADE. 2.) HOLE DEPTH TO BE SAME DEPTH AS ROOTBALL LESS 2" 3.) 45 GALLON TREES TO HAVE HOLE DUG ® 8' DIAM. TREE WELL. 30 GALLON TREES TO HAVE HOLE DUG @ W DIAM. TREEWELL. 15 GALLON PLANTS TO HAVE HOLE DUG @ 4' DIAM TREEWELL. 4) COMPACT ALL NEW SOIL SLIGHTLY. 3" MULCH PLANT BASIN LANDSCAPE LEGEND \/ FINISH GRADE ego o FERTILIZER TABLETS° meq°° GAL. (20-10-5,10 GRAM, 2 YR. FORMULA) 11 WATER OAKS,15 EXISTING WOODED AREA TOPSOIL. FOR -AREAS ALONG RETA LLS. SEED AkID- ATER. RE: BASKETBALL COURT zZ 1 EXIST. TREES 1 CATHEDRAL LIVE OAKS,15 GAL. CHINESE PISTACHE,15 GAL. SPACE SHADE TREES AT LEAST 25-30' O.C. AND 8-10' FROM SIDEWALKS EXIST. CREPE - 'MYRTLES - ts, GENERAL NOTES: 1.) IRRIGATION AND LANDSCAPE CONTRACTORS ARE TO COORDINATE TREE AND BUBBLER LOCATIONS. 2.) SEED ALL DISTURBED AREAS WITH 2 LBS. UNHULLED BERMUDA AND 5 LBS. ANNUAL RY GRASS PER 1000SF. 3.) TREES TO BE INSPECTED BY PROJECT MANAGER PRIOR TO PLANTING ACCORDING TO THE SPECS AND HAS THE RIGHT TO REJECT THEM. 4.) TREES TO BE KEPT WATERED BY HAND DURING INSTALLATION UNTIL IRRIGATION IS WORKING PROPERLY. NSTALL TREES RE: TREE PLANTING 3� DETAIL THIS SHEET AND SPECS ALTERNATE # 1 30 CREPE MYRTLES 15 GAL. 15' O.C. IN GROUPS OF 3 10' BACK OF SIDEW /-CONCRETE SIDEWALK LC1:tqjL1ptC11:§Lqw.11wq;1M ALTERNATE # 1 _1 Lacebark Elm,30 gal. • \4 EXIST. RALCONES ALTERNATE # 1 LANDSCAPE LEGEND Q71 30 CREPE MYRTLES,15 GAL. 15' o.c. \ Dynamite Red variety 1 Lacebark Elm,30 gal. 111/ //� I 1 CATHEDRAL LIVE OAK,15 GAL.. /0�///I IIN\\ i I \�� � 2//li IlN\ EXIST.GUY WIRES , Q_�_ ETE SIDEWALK ALTERNATE # 1 1 CATHEDRAL LIVE OAK,15 GAL. ��- 30 1 0 301', 60 90 L Scale 1' _ 30' 24" ► 3 PAPER SIZE i i 4 4 • • • • • • • • • • • • • • • PETER B.VANECEK ••••••••••••••• :•,Q 602 <•: 0 �y�S �. ;� STE�:•���v c'1pE • ARS DATE: JULY 2011 PROJECT MANAGER: Peter B.Vanecek (979) 764-3412 REVISIONS: V D UBLE CHECK VALVE,FEBCO 805Y OR EQUAL .!UMBO BOX TOP TO BE LEVEL 10" PLASTIC WITH FINISH GRADE ►,LVE BOX 1 MASTER (AMETEK) ® ELEC. VALVE WASHED GRAVEL (3/4"-1-1/2" SIZE) BRICK SUPPORTS IRRIGATION O. 6 SCALE ® ELEC. VALVE (RAINBIRD PEB) ® BALL VALVE Y STRAINER RAINBIRD ADJUSTABLE FULL CIRCLE BUBBLER MOUNT ON 1/2 POLY NIPPLEJ' ABOVE TOP OF MULCH 1 ALVE NUMBER SIZE 1" 15 GPM ♦ CONTROLLER rMOUNT IRRITROL WIRELESS RAIN SENSOR TO EDGE OF SHELTER q AWCUT(FROM CONCRETE ENCASING) EN VALVE FOR WATER DRINKING FOUNTAIN / MOVE 3' TO GRASS AREA AT EDGE OF CONCRETE,ND RiPLACE BROKEN VALVE AND-A6D A HOSE BIBB VAC,BREAkE IN A 18" X 24" ME rE BOi. �1T 1" BALL VALVE 10" PLASTIC (ALVE BOX AMETEK) 2" 1" BRONZE WYE STRAINER AssEM��y 1. INSTALL (5) 1" VALVES AND (3)11/2" VALVES. 2. ALL MAINLINE TO BE SCHEDULE 40 PVC. ALL OTHER LINE TO BE CLASS 200. 3. INSTALL DRIP VALVE KIT IN A 12"X18" BOX 4. SPRINKLER SYSTEM IS DESIGNED FOR 75 PSI. 5. IRRIGATION SYSTEM WILL BE PROTECTED BY A DOUBLE CHECK VALVE AND INSTALLED AS PER CITY ORDINANCE #2394 6. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE #2394 7. ALL LINES RUNNING UNDER SIDEWALKS ARE TO BE IN 4" SLEEVES AND MARKED WITH STAINLESS STEEL BOLTS. e 1/2" PLACE RACK MOUNTED IRRIGATION CONTROLLER NEXT TO BREAKER PANEL RE: DETAIL THIS SHEET Hpr� 6 30 0 30 60 90 Scale 1 " _ 30' 24" X 36" PAPER SIZE 1/2" 3/4" IF BROKEN FROM TRENCHING 3/4' 3/4" 1" 1" 1/2", 1/2" EXISTING 1" �- WATER METER \INSTALL IRRIGATION SYSTEM FOR TREES RE: PLANS AND SPECS. 3/4" 4' WIRES TO BREAKER PANEL IN 4" PVC GRAY CONDUIT 1/8" GALV. STEEL PLATE. - OUTDOOR CONTROLLER (RAINBIRD ESP SMT,4 STATION WITH EXTRA MODULE - MOUNT IRRITROL WIRELESS RAIN SENSOR TRANSMITTER WIRES TO VALVES IN 1" SCH. 40 GRAY PVC CONDUIT 1-1/2" DIAM. GALV. STEEL OR ALUMINUM FENCE POSTS i- EXISTING GRADE FV11101111 NOT TO SCALE 3/4" G"ECORGIE K* FITCH PARK COORDINATE 2 ZONES FOR CREPE MYRTLES '15 WITH LANDSCAPE CONTRACTOR &PARK BSD WITH ALT NATE # 1 PLANNER FOR EXACT TREE LOCATIONS TING WATERLINE I FROM TRENCHING n 3/4" 3/4 1/ � si 3/4" i:1'-� EXISTING 1" WATER METER IRRIGATION TIE-IN ASSEMBLY RE: DETAIL THIS SHEET GEN.CONTRACTOR TO INSTALL 3" SLE VES WITH SIDEWALK CONSTRUCTION 1/2" 3/4" 3/4" -1'' A 1. 0 3/4n /4" ) 3/4n 3/4" 1n ONCRETE SIDEWALK R3 ,uc0NES 1/2" ` GEN.CONTRACTOR TO INSTALL 3' SLEEVES WITH SIDEWA LK CONSTRU 1 3/4" 3/4" 1/2- /2° 1/2- 1/2" GN Lai 0�0 Q ®� "o 0, Q a• XO> 1®- L F_ 0 U). vaX LijIW6�F 0 1J. w ® ® tq W 3 J 00� Qv AIN& Cd otv O v Cem Q a. 4 W P��• 0 L <�• •-I (PETER •0 B.VAN0 -0ECEK00*00*000000000 5411 : ol• r•A,� �40 CD... •� `` 1R DATE: JULY 2011 PROJECT MANAGER: Peter B.Vanecek (979)764-3412 REVISIONS: CROSS SLOPE 2% MIN. CROSS SLOPE CROSS SLOPE 2% M, A 1% MIN. z J PAVEMENT CURB \ \ of w (_ 0 8' TYP. - Ir NOTE: o THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS © 40' O.C.,CONTRACTION JOINTS @ 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION QX, ETC.) WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS O 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1 /4" 1 /2" 0 X 18", 12" O.C. 3/4" (COATED W/HEAVY GREASE) 3'-0" MIN. I•�-�5'-0" VARIES 4' I 27 MAX: RECYCLED MATERIAL, 1/2" SEE NOTE 4 THICK AS MANUFACTURED3" LONG METAL OR PLASTIC CAP, INSIDE BY J.D. RUSSELL CO. OR DIAMETER TO BE 1/16" GREATER -THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST #3 BARS @ 12" O.C.E.W. OR -28 -DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF #4 BARS ® 18" O.C.E.W. STRENGTH =3000 psi DOWEL AND HAVE STOP SO END OF (4" THICK MIN.) CAP IS 1" FROM END OF BAR. SEE FINISH NOTE SIDEWALK EXPANSION ALONG LOCAL STRLLTS CONSTRUCTION JOINT SIDEWALK SLOPE REQUIREMENTS NW I-v cW1-v O SAWED OR FORMED, 1/8" TO 3/16' SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3/8" 4"x4"x3/16" STRUCTURAL STEEL TUBING ' O.C. MAXIMU -8' O.C. MAXIMUM 12" O.C. 4„ SIDEWALK CONTRACTION JOINT SWEEP SAND - -6" O.C. MIN 8" INTO ALL JOINTS 4"x2"x3/16" STRUCTURAL STEEL TUBING MAX 24" CONC. SIDEWALK STEEL3/16"STRUCTURAL 1"xt"x3/16' STRUCTURAL STEEL TUBING 3-1/2" TUBIN SEE CONNECTION DETAIL C D D• O' C C TYPICAL PEDESTI� DIA. BOLT p o - GUARDRL CONNEC7IONDE7�IIL 6„ AI -1" MAX. SAND LAYING COURSE SW 1-01 ACCEPTABLE GENERAL NOTES. TRAFFIC RATED PAVER MATERIAL ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SIDEWALK PAVER SECTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. CONCRETE SIDEWALK -0„ MIN - 6'-0" - - 2% MAX. �- SEE NOTE 4 #3 BARS ® 12" O.C.E.W. OR 28 DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH =3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER ACCEPTABLE TRAFFIC RAT A� 8 .E- 27 r'�� SEE NOTE 4 F .. . SEE NOTE 3 28 -DAY CONCRETE #3 BARS ®12" O.C.E.W. OR STRENGTH =3000 psi #4 BARS ® 18" O.C.E.W. (4" THICK MIN.) SEE FINISH NOTE ALONG MINOR COLLECTORS AND LARGER SWI -02 r 2,r- 1 I'r- 4' 'I 1'--� 1'r°- %VARIES 1' 4 3/16" VARIES NEENAH GRATE BOLTED CO -VARIES 1' 4 Nominal Annular Space /-IN PLACE OR APPROVED EQUAL 3' GREEN SPACE .IA L'Pq0, 3 A L'Pq g' •^- > n• SIDEWALK Pi S , •�� 6, SIDEWALK FS {� 6" :, No. 4 BARS Of �.. ' AMS ;6 DETECTABLE 6 -1 -VARIES WAKNING -� !F I DETECTABLE 12:1 (TYP)AMf SURFACE WARNING 0 12.1 SURFACE \ c _MW . PROPERTY LINE ENCH RATE MAY e PROPERTY LINE - ALLOWED WITH PRIOR OAPPROVAL ?S. / FROM THE CITY ENGINEER AND 2`S• / `% 01 NO O STORM SEWER SERE THERE(SYSTEM TMER G AVAILABLE. M23' (10' CURB RADIUS) p 21.5' (20 CURB RADIUS) 16.5' (25' CURB RADIUS) �C� • • w CROSS SLOPE NOT TO EXCEED Y M23' (10' CURB RADIUS) 3 2% OR BE LESS THAN 1% ON ANY a z 21.5' (20' CURB RADIUS) a POOON OF RAMP OR TRANSITION w TU STREET o W 16.5' (25' CURB RADIUS) N V) T > CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY > _ PORTION OF RAMP OR TRANSITION \' TO STREET .. 6. Isomark 5' 3' View 5'/6' SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-01 TRENCH GRATE SW3-02 SW3-00 CROSS SLOPE NOT TO EXCEED ]CROSS SLOPE NOT TO EXCEED ?CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY • 2% OR BE LESS THAN R ANY PORTION OF RAMP OR TR PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TRANSITION TO STREET TO STREET TO STREET / \J5 + ti� �Pp/ SPO y + PROPERTY PROPERTY PROP,7RTY / LINE DETECTABLE LINE / DETECTABLE LIN DETECTABLE WARNING '// WARNING WARNING SURFACE SURFACE 4 r SURFACE +,k+ Y � + Y y 8' SIDEWALK y T"I y / z RAMff? °eee z RAM Y 6' SIDEWALK 11 p , 5' SIDEWALK SCOP z RAMP? =b SLOPE r MAX. w 1:12 / SLOPE MA _ LEXPANSION JT. & 3' EXPANSION JT. & 3' SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, 1/2" DIA. X 16", WITH 1/2' DIA. X.16", WITH CAP ®12" O.C. EXPANSION JT. & CAP @ 12" O.C. : _ (COATED W/HEAVY BACK SMOOTH DOWEL BAR, BACK (COATED W/HEAVY BACK 6' MIN. GREASE) OF CURB 1 /2" DIA. X 16' , WITH OF CURB 6' MIN. GREASE) OF CURB 6' MIN. CAP 12" O.C. (COATED W/HEAVY GREASE) 8' SIDEWALK AMBULATORY RAMP 6' SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES SW3-03 SW3-04 SW3-05 DETECTABLE WARNING SURFACE 6" MIN. \- FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STRE Er EDGE SW2-00 o � Landing N � U CL 0 4" Max and Usual 000000000' 0 000000000 000000000 N SE 000000000 000000000 Detectable warning surface (Domes to run parallel to pedestrian travel) \-- 6" min \,-Face of 10" max curb TYPICAL PLACEMENT OF DE 1 LCT ABLE WARNING SURFACE ON SLOPING RAMP RUN SW2-01 5' x 5' o LANDING 0 rn - . N � EL v X a � J 0 ma uJi SIDE FLA N 1:10 SLOPE MAX. TYPICAL) _ 6'-- --- -- 6'-- - Face of (TYPICAL) 4' RAMP WIDTH (TYPICAL) curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS SW2-02 REQUIREMENTS UNIT OF ASTM BASKET WEAVE PATTERN C-936, C-33. LAY IN A TWO BY TWO OR AS DIRECTED. i= LANDING � LAY F CONST 0<La IRST FOLLOWED BY CLOSURE UNITS T 25 PERCENT OF A FULL UNIT. CUT 0 wo o_ 000.000000 4" MAX. 00.000000000000000 0 AND USUAL DETECTABLE WARNINGS -1 00000000 0 _ N 000000000. 6" MIN. \- FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STRE Er EDGE SW2-00 o � Landing N � U CL 0 4" Max and Usual 000000000' 0 000000000 000000000 N SE 000000000 000000000 Detectable warning surface (Domes to run parallel to pedestrian travel) \-- 6" min \,-Face of 10" max curb TYPICAL PLACEMENT OF DE 1 LCT ABLE WARNING SURFACE ON SLOPING RAMP RUN SW2-01 5' x 5' o LANDING 0 rn - . N � EL v X a � J 0 ma uJi SIDE FLA N 1:10 SLOPE MAX. TYPICAL) _ 6'-- --- -- 6'-- - Face of (TYPICAL) 4' RAMP WIDTH (TYPICAL) curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS SW2-02 1" 2' , I REQUIREMENTS UNIT OF ASTM BASKET WEAVE PATTERN C-936, C-33. LAY IN A TWO BY TWO OR AS DIRECTED. _�^ 2?" LAY F CONST GENERAL NOTES FOR IRST FOLLOWED BY CLOSURE UNITS T 25 PERCENT OF A FULL UNIT. CUT u ^ DETECTABLE WARNINGS PEDESTR AN FACILITIES DETECTABLE WARNING AVER UNITS USING A POWER SAW. ' GENE AL NOTES -��" 1 �'� Landing arning004 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT OUND PAVER INSET 8" "EXPANSION truncated d e JOINT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE.,LEAST POSSIBLE SLOPE THAT WILL DE7T1C7A13LL' WA]WING PAVET AS REQUIRED FLARE 1" MORTAR - APPLICABLE SPECIFICATIONS' SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE cAe E WandUsual flare pical) 7Face (TYP) CONTROL JOINT PERMISSIBLE r INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED OF APPROACH SIDEWALKS AS DIRECTED. n DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED G curb No. 3 REBAR AT � �MIN. 4" CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2, LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY O 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. DETECTABLE WARNING PAVER SECHO A -A NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF w S�V)-03 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4' X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE o' TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. ON SIDEWALK AND CURB RAMP IS 2%. 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURN D CURBS MAY E E;USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RIMP, EITHER BECAUSE THE ADJACENT 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN SURFACE IS PLANTING ORTHER NON -WALK NG SURFACE OR BECAUSE THE SIDE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP L CATION, DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY BE FOUND IN THE CURR T EDITION OF THE TEXAS ACCESSIBILITY 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE STANDARDS (TAS) AND 16 rAC §68.102. EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM O DETECTABLE OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE CORNER RADIUS. OVER OR THROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, B. CROSSWALK DIMENSIONS, CROSSWALK MARKGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. AS SHOWN ELSEWHERE IN THE MARKINGS ARE NOT REQUIRED, PLANS. AT'I CURB RAMP TERSECTIONS WHERE CROSSWALK SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED 9. EXISTING FEATURES THAT BY THE ENG OMPL-Y WITH TA EER. MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLAND. 10. HANDRAILS ARE NOT REQ IRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRAT S) A CURB. w O 11. SEPARATE CURB RAMP AND LANDINGS FRC ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT F 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE TF CURB RAMPS CONNECT TO THE STREET. i 13. FLARE SLOPE SHALL NOT EXCEED 10% ME NSURED ALONG CURB LINE. GENERAL NOTES (PAVER 'S) DETECTABLE FURNISH WARNING PAVER UNITS MEETING ALL 1" 2' , I REQUIREMENTS UNIT OF ASTM BASKET WEAVE PATTERN C-936, C-33. LAY IN A TWO BY TWO OR AS DIRECTED. _�^ 2?" LAY F CONST LL -SIZE UNITS TING OF AT LEA IRST FOLLOWED BY CLOSURE UNITS T 25 PERCENT OF A FULL UNIT. CUT u ^ �� 0 0 o DETECTABLE WARNING AVER UNITS USING A POWER SAW. 4"_ Q Q O O O O O O -��" 1 �'� Landing arning004 NO. 3 REBARCECTABLE OUND PAVER INSET 8" "EXPANSION truncated d e JOINT WARNING PAVER WITH RUNCATED DOME SURFACE BED SHALL CONFORM TOSIDE coon DE7T1C7A13LL' WA]WING PAVET AS REQUIRED FLARE 1" MORTAR - APPLICABLE SPECIFICATIONS' cAe E WandUsual flare pical) 7Face (TYP) CONTROL JOINT PERMISSIBLE r curb No. 3 REBAR AT � �MIN. 4" 7RUNCA7ID DOMEPA7TERN CURB RAMP 18" (MAX,) ON -CEN BOTH WAYS ER TOAAPPIICABLERSPECIFI _ ATIONS CONFORM DETECTABLE WARNING PAVER SECHO A -A con -- S�V)-03 O V1 V w O U CITY Or BRYAN 775e Good Life, Texas Style." DRAWN BY: C.L.M. DALE: 01 -01 - SCALE: N T S APPROVED: W. P. K. SHEET: 11F 5 LANDSCAPE CALCULATIONS SITE AREA = 161,200 SQ.FT. QUANTITY POINT VALUE SYMBOL 161,200 =161.2 1 000 161.2X30= 41836 PTS. REQUIRED j° aa� 825 STREETSCAPE-=_ 719 'OF STREET FRONTAGE 719' =22 CANOPY TREES CATHEDRAL LIVE OAK 32' OR 44 NON CANOPY TREES 75 REQUIRED =1,760 PTS. CD TOTAL POINTS REQUIRED = 6,596 POINTS ✓�WNIe��a nv�/�d�Pku+\ (3) 2"x 2"x W METAL "T" POSTS / ANGLED AWAY FROM TREE —/ STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO KEEP FROM SLIPPING VI FORM TREE WELL 8" IN HEIGHT `.,: `._:'•.•. i REFER TO NOTES FOR DIAM. &DEPTH ,� � •,.>^.•.• • •'�.••,� �:, TOPSOIL MIX (1/3 TOPSOIL, 1/3 COMPOST, 1/3 DECOMPOSED PINE BARK MULCH). WATER & TAMP TO REMOVE AIR POCKETS SYMBOL LANDSCAPE LEGEND SIZE NAME & TYPE QUANTITY POINT VALUE POINTS 15 GAL,WATER OAK 11 75 825 (Quercus nigra) 15 GAL CATHEDRAL LIVE OAK 11 75 825 (Quercus virginiana 15 GAL. CHINESE PISTACHE 4 i 300 (Pistachio chinensis 30 GA LACEBARK ELM 1 )0 4 (2" cal.)Ulmus parvifolia j' D sempervierns 12" CAL. WATER OAK 4 160 (EXISTING) 40 NC BARRICADE T' CAL. SHUMARD OAK 2 40 80 (EXISTING) NO BARRICADE 14" CAL. LIVE OAK (EXIST.) 1 500 500 BARRICADED 3-4" CAL. CREPE MYRTLES,EXIST. BARRICADED 6 35 210 6" CAL. TREEFORM YAUPON,EXIST. BARRICADED 1 35 35 4" CAL. EXIST.CEDAR ELM 1 330 3�Q BARRICADED 8" CAL. EXIST.CEDAR ELM 1 400 400 BARRICADED ��p 0 5" CAL. EXIST.WATER OAKS 2Ow �0 BARRICADED 6" CAL. EXIST.POST OAK 1 400 400 BARRICADED 12" CAL. EXIST.POST OAK 1 4�0'�" 4\10\010 BARRICADED \\ 12" CAL. EXIST.CEDAR ELM 1 �0 �0� 4\QO 510 BARRICADED �� STREETSCAPE LEGEND SIZE NAME & TYPE QUANTITY POINT VALUE POINTS 15 GAL. CREPE MYRTLES (Lagerstroemia indica) 30 40 1400 TOTALS 6,785 EXISTING HEAVILY WOODED AREA,PART OF PARK p5E 1.1NE_•-•--- ---� ` 285 EXIST. EXIST. 8" WATER 8" WATER A K �\��Il��d// OAK INSTALL BARRICAD FENCING'-,,, INSTALL BARRICADE ' FENCING EXIST.12"POST OAK O\ EXI .5" WATER OAK EXIST.6" PO T OAK----' 0 EXIST.12" CEDAR ELM EXIST.5" WATER OAK • EXISTING 14" WATER O K 2 1' :. EXISTING DOUBLE TRUNK 4a ` WATER OAK 12" EACH p •b� DELI ER AND INSTALLS YARDS OF TOPSOIL. F R EXPOSED BB COURT SLAB d TOPSOIL. FOR AREAS ALONG THIS RETS LL. SEED AICD Y�ATER. RE: • EXISTA BA EXIST.LIGHT z ALL COURT O ©qf�� 'AUPON ED AND WATER. RE: SPECS KEEP TERED DAILY FOR AT LE T 30 DA IF NO RAIN ^ , EXIST. POL 4T.14" 0 • TREE %ANTING NOT TO SC LANDSCAPE LEGEND c� df q0 i4e.520'o 11 WATER OAKS,15 GAL.,1-1/2" CAL.MIN., alp Q? MEASURED 12" ABOVE ROOT TOP 0 10 CATHEDRAL LIVE OAKS,15 GAL. 1-1/2" CAL.MIN .MEASURED 12" ABOVE ROOT TOP • 4 CHINESE PISTACHE,15 GAL.,1-1/2" CAL.MIN. MEASURED 12" ABOVE ROOT TOP SPACE SHADE TREES AT LEAST 25-30' O.C. AND 8-10' FROM SIDEWALKS 12 GAUGE GALV. WIRE ENCASED IN V DIA. RUBBER HOSE NOTES 1) PLANT SO THAT TOP OF ROOT FLARE IS 2" ABOVE FINISHED GRADE. 2.) HOLE DEPTH TO BE SAME DEPTH AS ROOTBALL LESS 2" 3.) 45 GALLON TREES TO HAVE HOLE DUG @ 8' DIAM. TREE WELL. 30 GALLON TREES TO HAVE HOLE DUG @ 6' DIAM. TREEWELL. 15 GALLON PLANTS TO HAVE HOLE DUG @ 4' DIAM TREEWELL. -3" MULCH 4) COMPACT ALL NEW SOIL SLIGHTLY. PLANT BASIN vC FINISH GRADE FERTILIZER TABLETS (20-10-5,10 GRAM, 2 YR. FORMULA) 1'- GENERAL NOTES: 1.) IRRIGATION AND LANDSCAPE CONTRACTORS ARE TO COORDINATE TREE AND BUBBLER LOCATIONS. 2.) SEED ALL DISTURBED AREAS WITH 2 LBS. UNHULLED BERMUDA AND 5 LBS ANNUAL RY GRASS PER 1000SF 3.) TREES TO BE INSPECTED BY PROJECT MANAGER PRIOR TO PLANTING ACCORDING TO THE SPECS AND HAS THE RIGHT TO REJECT THEM. 4.) TREES TO BE KEPT WATERED BY HAND DURING INSTALLATION UNTIL IRRIGATION IS WORKING PROPERLY. ALTERNATE # 1 / +yY Y Y� Y�• ��1{ f//i 8" BUMELIA ON F/ 04" EL W ATE OAK \ 6" ELM CS 3 TRS! K BU ELIA,6 o TRUNK BUM IA ' 3 EXIST. a EL CREPE I , �AYRTLES INSTALL BARRICADE II\\\\�NSTALL TREES RE: TREE PLANTING DETAIL THIS SHEET AND SPECS ALTERNATE # 1 30 CREPE MYRTLES 15 GAL. 15' O.C. IN GROUPS 10' BACK OF SIDEW —L - _.--i!,_ /-CONCRETE SIDEWALK LANDSCAPE LEGEND 30 CREPE MYRTLES,15 GAL. 15' o.c. Dynamite Red variety,1-1/2" CAL. MULTI TRUNK MEASURE 12" ABOVE ROOT TOP 1 Lacebark Elm,30 gal.,2" cal.min. EASURED 12" ABOVE ROOT TOP /\ \\ 1 CATHEDRAL LIVE OAK,15 GAL,1-1/2" c MEASURED 12 ABOVE ROOT TOP /lli III EXISTING HEAVILY WOODED AREA I / / 169 LIGHT POLES BY ELEC.CONTRACTOR GEORGIE K. FITCH PARK GEORGIE K.FITCH PARK SOUTHWOOD VALLEY,VOL.508,PAGE 571 3.7 ACRES,THIS PHASE 11.3 TOTAL ACRES UP TO FM 2818 ALTERNATE # 1 ,1 Lacebark Elm,30 gal. EXIST. ONES EXIST.GUY WIRES ti \- SIDEWALK 100% COVERAGE GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE) OR A PERENN GRASS IS REQUI D IN PARKING LOT ISLANDS,SWALES,AND DRAINAGE AREAS,THE PARKING LOT SETBA RIGHTS OF WAY AND ADJACENT PROPERTY DISTUREBED DURING CONSTRUCTION. L 0 W W Z O oc J �1111U/ � — W 41 350 - - -- Q =V L Q W 1 O ALTERN TE #11 W 1CATHEDRAL LIVE OAK,15 GA . �vkiI1V�D/// ����\1111//�i�� /M II\ \ 30 0 30 60 90 I. Scale 1 = 30' 2411 X 36" RAPER SIZE • 771CY • ............... PETER B.VANECEK 602 4PE ARG�j DATE: JULY 2011 SR.Park Planner Peter B.Vanecek (979)-764-3412 REVISIONS: Oct.3,2011 SHEET: OF 6 FASTENED TO T=POST 2X4" WIRE MESH .::::::::•:a.:_ .f, .... - CURB/SIDEWALK WHERE APPLICABLE = SEDIMENT CONTROL FABRIC MARK LOCATION WITH FASTENED SECURELY TO f� y� GALVANIZED CARRIAGE INSTALL BOLT IN WALK wx, � T -POST &WIRE MESH F BOLT 3/8"X2` METAL T -POST 8" OF FILTER FABRIC TO EXTEND CYLEX COLOR TO BE C205 BROWN,2 SIDED AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED �y n . 0o s' e SPACED 6' APART WITH COMPACTED BACK FILL y �p� PAINT TREE DARK \ \ ALLOW 2.5' TO 5' AT TOE OF GREEN 2 COATS 2" RADIUS �'l/ //\\ SHAYILT FBALES TO BENCE OER ACCUMULATE. ALIGN FENCE �j" � SLOPE FOR SEDIMENT TO ( EXTEND END 12" BEYOND i / USED IN AREAS OF ALONG SLOPE CONTOURS. CONCRETE AND TAPE . DRAINAGE FLOW. BOTH ENDS NORTH Georgia K.F,ich Park.' NATURAL GROUND DIREC11ON OF/ FLOW M 4.. LOCATION MAP 3'. SCH 40 PVC PIPE , 3• 12' BELOW TOP OF GRADE TYP. 4"X4" MIN. TRENCH--::) HELVETICA MEDIUM PAINT TRUNK 20" CONDENSED LETTERS DARK BROWN PAINT W/ 2 COATS 1/2" ROUTED PVC SLEEVE BEIGE ENAMEL BORDER PAINTED ?'s• ��, SILT FENCE ASSEMBLY RED PAVESTONE �TTm�y _O� CAP BLOCKS �, �/�/ 1' j RED PAVESTONE _-" PARK SIGN WALL BLOCK GRADE VARIES O X 12' X 4' THICK TO MATCH EXIST.ON SITE KEEP AT LEAST i BLOCK (AVAILABLE FROM & CAP ABOVE EXIST.GRADE / HOME DEPOT OR �/ / \ \ � / / / � / / ' -- ` \ \ � \\ � FEMA 500 YEAR'. \ \ ( FOOD PLAIN WALL TO BE I--8- 284 \ \ \ \ \\ 1 4` THICK CONCRETE BASE \ \ ( 286 22° HT.MAX. I I � \ • 3 REBARS,CONTIN000S 278 / ( I � � \ \ \ \. � \,� 0000 � \\ I \00 �• V PHASE LINE WALL NOTES: / � � --�-------- FEMA 100 YEAR / I _ _ _ _ i. RETAINING WALL EXTENSIONS TO BE PLACED EI A 4' CONCRETE FOOTING FLOOD PLAIN — - OWEL INTO EXISTING PICNIC�SLA¢ 2. EXTENDED WALLS TO STEP DOWN IN BLOCK HEIGHT TO MEET GRADE. i � RE: DETAIL SWi-02 SHEET 6 OF 6 1 � �\ 3.4X8X12 BLOCKS AND (60) 2X8X12 CAPS / • 4.USE ADHESIVE (LIQUID NAILS TO GLUE BLOCKS TOGETHER LOCATE! WALK OUTSIDE OF WOODED AREA l t 1 \ \ MARK OUT WITH PARK-PLANNERE RhIOR'TO-EXCAVAT10N AND CONSTRUCTION • / / \ INSTALL. 4' X W CONCALABi ROCKTRASHb • / / / E • .:.;.: ,'. .. RFS ECIFIC4►TIOtS & PI • ;,, :, �...� �.'1� / // 284/ . • - _ • _' o".-_ "' / / // :•, _, ::•: : : ••. 'L '. F i/ CUTHILLSLIGHTLY .'+•.'•""' gid.,,`" _"`°.-.,�i' i ` 1 / / :• ..t ' '< f .:' • • / /_ .— ...-. '• a' i < < � \ ' \ � \ \ ` -"wI ( / / J�'� �i : \\ PAlIS.JOINTS CONTR:TO INSTALL • / / I / / / / \ PVC SLEEVE 282- SEED ALL DISTURBED AREAS -INSTALL SILT FENC < \ 111 • J J �// \\ INSTALL 4' x 4%�oNcs�.aB UE TO CONSTRUCTION AND \ 111 SOUTHWOOD VALLEY / \ BOTH SIDES OF WALKS EXISTING/ i & PILOT R CK TRASH CAN \ \ 1, I / CONCRETE METER BOX// RE:SPECIFICATIONS ' RE:SEEDING SPECS 1 / 9 ` i l R ' 4, MULTI •FAMILY TOP OF WALKS c \ \ 1 INDER CARE LEARNING CENTER TO BE I" ABOVE \ \ \I KC PROPCO,LLC. • / / / .• / CUT HILL SLIGHTLY _ - 284 EXISTING GR�4,IiE __ _-- • ' EXCAVATE 3-� ;_ , • �, / / .; / PRIOR TO INS rAeo1:1WG \ 1 / _ .•.: NSTALL NEW 6' WIDE CONCRETE SIDEWALK / / - • i / / / / .:.• • I EXPANSION JOINTS 30' O.C. AND SCORE JOINTS & O.C. 1 CONCRETE RE: DETAILS SHEET 6 OF 6 --- — \ ` � � � � � •• _ _ � TOP OF WALKS TO BE i"ABOVE EXISTING GRADE �/ / %/ •' / Imo'— ••• \ Env— m m7ou - — — 0 y •t �� • •�' / I E ® F I I C PPACONT9i.TO1NSTALL PVC SLEEVE 1 XISTING r O{I.EL INTO EXISTING PICNIC SLAB G EORG' E FITC % 4• \\ }, \ / 'DETAILSWi-02 SHEET 60F6 /� R SHELTER t •. •` / �+ A < SQ.FT. • /�:<••� // S®llTWW®OD VALLEY VOL. 505, P. 571 �! ­61-Rd—,16' �� •- A _ — 286--___ \�I � J SEAT WALL : / / R EXIST. PLA ROUND- -� FR___ E HT. •:: <•;' PANS.JOINTS � � /�-�"� - - - -"-" - - - - - — - - - - \\ 1 1 ` WATER FOUNTAIN S AB & MOV _ TA C PS:.. j - �i H/�+►\�7 E SITE \ \ \ \ \ C ACRES 1 ' • EXTEND 3!4' PVC LIME' REA 3■ \ \\ f DRAINLINE,& ADD.BALI VALVE G F% EXIST. ON .CURB i TOTAL PARS AREA IJP TO FM 2�1 = 11 \ \\ / \ 10' VALVE BOX & CONC.SLAIB �� : • i / ■3 ACRES . V \ / • \ / EXIST . / CONTR.TO INSTALL PVC SLEEVE • / EXISTING AREA LIGHT WALL ' / RE:DETAIL THIS SHEET / / \ ~: • \ \ ' 1 XTEND WALL 10'FRO • ISTING ALL. RE: WALL NOT f �/ \ ••�t. / ADD ROW OF BUCKS & 1 Ow. EXTEND WALL T' FROM EXIST' G / XISTING "WATERLINE / OFAPS TO EXISTING WALL,30' NG,(14°, WA.,RE: WALL NOTES / RE: DET/1,'LS AND SPECS • _ � ( j / \ -- � 16' NT AT TIE IN TO EXIST' ' ! / / \ : =f • ( \ '� • ` / i� ND TAPER T W AT ENDJ f� ALL BY. XPA R.JDINT \ / NSTALL AP_ T ALL i \ '/ 20°" POINT TO TO E STING ✓ r ` XISTIN ! / / / / ( ELECTRIC EASEMENT \\ \\ \\ 1 AND PER TO 6' J \ .@ D OF WALL / SIDEWA \ 0 n XISTING VEGETATION / ! •r \ \ I 1 \ �/ f 1 \ XISTING ELE LINE \ � � _,.., �� :-. ;, .. • •' • / ( � i EST. \ j • XISTING BACKSTOPS / POWER / ` \ OWEL IN O EXISTING SIDEWALK / z � POLE , I • \ i / / I / / RE: DETAIL SWI -02 SHEET 6 OF 6 / - OVERHEAD HIGH TR DISMISSIONle BASKF7BALL E%Ictlr�r / i � ELECTRICAL LINES� 1 I \ • / / OR 4- WATERLINE 1 / 02 XISTt NOTE:A SHOE; ET OF R EMOVE AND HAUL OFF APROXIMATELY ° CONT OTO INSTALL - lr 50 SOFT OF CONCRETE SIDEWALK, 4' WIDE XISTING - & REPOUR & SIDE WALK 4PVC S E,RE:DETAIL\THIS SHEET S'IOUTHWOOD VALLEY \ / T \ < 25' • I /. • \\ ' ( )BASKETBALL ELECTRICE R - 4, MULTI - FAMILY • I !, // COURT LIGHTS ` _ L`h] f:•.{ \\ ` XISTING CONCRETE SIDEWALK \ / c / MWIIII�/CORP. CONTR.TO INSTALL PVC S E 41 >REMOVE EXIST.PARK SIGN RE:DETAIL THIS SHEET FOOTINGS,AND STE G I INSTAL N RE:DETAIL ALC O 1 ^' V Es I 1 XISTING ELECTRIC METER 1 ,\\� E ET • 11 AND BREAKER PANEL Y 60• OW _ �j 1 5' XISTI Own ExisTmr, sin RE: DETAIL SWI -02 EET 5 OF 5 77 REMOVE EXISTING SIDEWALK AND CURBING AND -� REPLACE WITH A NEW ADA RAMP RE: TYPE 3 TXDOT DETAIL (ON DWG.IN SPECS) 1 l 30 0 30 60 Scale 1 " = 30' 24" X 36" PAPER SIZE � � � � GENERAL NOTES: a ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED S I _ bryp FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM / A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH � \ r J THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. EXTERIOR BLDG. & SITE LIGHTING WILLE _ M ET THE STANDARDS OF SECTION 7.10 90 v OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY - PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 100% OF GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSELOR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT �.1 THE PARKING OT SETBACK,RIGHTS F WAY,AND ADJACENT PROPERTYSWLESNDISTURIBED D U NGSCONSTRUCTION. THE PROPERTY WITH DEVELOPMENT IS NOT LOCATED WITHIN THE FLOODPLAINXEMA FLOODPLAIN MAP #48041CO182C �`17 000*00000000000 PETER B.VANECEK ............... :�,�, 602 Q�: Cj STEL:' CgR�••aG DATE:AUG.16,2011 PROJECT MANAGER: Peter B.Vanecek (979) 764-3412 REVISIONS: AUG.25,2011 'I4 f 000*00000000000 PETER B.VANECEK ............... :�,�, 602 Q�: Cj STEL:' CgR�••aG DATE:AUG.16,2011 PROJECT MANAGER: Peter B.Vanecek (979) 764-3412 REVISIONS: AUG.25,2011 U (7z NOR... LOCATION MAP RED PAVESTONE CAP BLOCKS RED PAVESTONE WALL BLOCK 9- X 12' X 4' THICK (AVAILABLE FROM HOME DEPOT OR. LOWES) =1 I 1=1 11= \-4" THICK CONCRETE BASE 2 #3 REBARS,CONTIN000S WALL NOTES: 1. RETAINING WALL EXTENSIONS TO BE PLACED ON A 4' CONCRETE FOOTING 2. EXTENDED WALLS TO STEP DOWN IN BLOCK HEIGHT TO MEET GRADE. 3. BLOCK MATERIAL QUANTITY SHOULD APROXIMATELY BE: (150) 4XSX12 BLOCKS AND (60) 2X8X12 CAPS CYLEX COLOR TO BE C205 BROWN,2 SIDED 4.USE ADHESIVE (LIQUID NAILS TO GLUE BLOCKS TOGETHER 6' PAINT TREE DARK M"" n1mPLA4C W1 In A t.CW AUA ■fAMY RE: SIDEWALK DETAILS SHEET 6 OF 6 Cu"'MBINATION A NOT TO SCALE CURB/SIDEWALK WHERE APPLICABLE MARK LOCATION WITH GALVANIZED CARRIAGE INSTALL BOLT IN WALK BOLT 3/8'X2" 4 4 EXTEND END 12' BEYOND CONCRETE AND TAPE \�\ BOTH ENDS 3' SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. PVC SLEEVE SILT FE. NC , ASSEMBLY NJ IL Cys Fswppi-031 ALK ♦, .: win i \ / \ ` ♦,` i FEMA500Y R FLOOD PLAIN 284 \ \ \ i N IN, \ � _ ( � � 286 \ �\ � \ \ � \\ 1 \,♦ ' ' • � .. � r r - / \ 278 to to go 110 to 44 nnGREEN (2 COATS )-\ � 1 1 \ — j _ -\ OWEL INTO EXISTING PICNICJ SLAIP � 2" RADIUS � \ RE: DETAIL SWI -02 SHEET 60'F 6 1 1 \ ` FEMA 100 YEAR \ 11` INSTALL W X W COIIC.SLAB • ,/ FLOOD PLAIN �' LOCATE WALK OUTSIDE OF WOODED AREA ; _' ' , KPI OT ROCK TRASH CAN • Georgia K.Fitch Park 2� 1 RE:SPECIFICATIONS r a• MARK OUT WITH PARK PLANNERE / 'y' ' ' •.'. PhIOR!TO EXCAVATION AND CONSTRUCTION --280 '' ` / :•% - :• HELVETICA MEDIUM PAINT TRUNK / � � •`-' • R �'. •� I J / ••' \ \ I CONDENSED LETTERS DARK BROWN PAINT W/ 2 COATS 284..E ., r \ 1 // \ BEIGE ENAMEL 1/2 - BORDER ROUTED PAINTED ae• / l \ . f • �' i ( ::• ::a. ` ;�'.. •... . t . , . , / LAA CONTR.TO INSTALL I •, . PVC SLEEVE LU _ I II _— ARK /�� \\ `` 282-- SEED ALL DISTURBED AREAS INSTALLsaTF1ENC G �• \\ / \ /' I ' ' `' \ 1 SIGN DUE TO CONSTRUCTION AND PRIOR To coNST.oF WALKS \ SOUTHWOOD VALLEY / EXISTING" \ INSTALL W X *CONC.SLAB \ 1 / CONCRETE METER BOX i i �� \\ & PILOT R9CKTRASH CAN BOTH SIDES OF WALKS :,• \ 1 ( R . 4, MULTI - FAMILY - / RMSPECIFICATIONS RE:SEEDING SPECS \ 1 TOP OFWALKS / TO BE i ABOVE 1Arm 284 — EXISTING GRADE \ 1 EXCAVATE 3.4" \ 1 - .. _. NSTALL NEW 6' WIDE CONOI4ETE SIDEWALK ` `-k'�Ri®117i O :'7�`STs+�L'�IN�ai \ 1 • � / / _ � � � . � �.'. -• / EXPANSION JOINTS 30' O.C. AND SCORE JOINTS 6' O.C. CONCt , - - ET: - _.•• \ RE: DETAILS SHEET 6 OF 6 _ TOP OF WALKS TO BE 1" ABOVE EXISTING GRADE-- G--EO"U M - --- law LAN AMMM =a 1E ®ir T( -H EftAArj=LRK CONTR.TO INSTALLLU PVC SLEEVE:\ -- _ VDEL INTO EXISTING PICNIC SLAB XISTING DETAIL SW1-02 SHEET 6OF6 ///' G 0RG' K. FITCH A ••� \ \ \ HELTER i 4 ` / SOUTHWOOD VALLEY VOL. 508, P. 571 �\ � � � / •- /' 286— — — \ / EXIST. � ��--"-----"� ,�`•:,• PANS.JOINTS ///--_�__-.-.-•-------------- `"'-•`\ WATER FOUNTAIN S AB & MOV �► / • \ EXTEND 3/4' PVC LINE / \ ` 1 EXISTING LU DRAINLINE,& ADD BALI. VALVE / PLAYGROUND EXIST. ON .CURB / / / • \\ 1 ' \ 10' VALVE BOX & CONC.SLAB / U /AP // • \ EXISTING AREA LIGHT ? i CONTR.TO INSTALL PVC SLEEVE / / / \\ • \ \ 1 EXIST. XTEND WALL 10' FRONLS�(ISTING ' � RE:DETAIL THIS SHEET I ALL. RE: WALL NOT • � ADD i ROW OF BLOCKS & i OW `�. EXTEND WALL 20' FROM EXIST /� XISTING a" WATERLINE / / OF CAPS TO EXISTING WALL,30' NG WAALL.._RE: WALL NOTES "• // CQ \ \ RE: DET/>rILS AND SPECS �\ • � / / / • ' \LU XISTING \ SIDEWAL / \ ♦ 40' Planting or other I \ /\ / non -walking surface ) ELECTRIC EASEMENT \ \ \ 11 / \ / % \ if dropeff \ / / • / ISTSNG ELE LINE •' ■ •� _� _ .• • •e� nd9 • 8R. a3m' , XISTING BACKS TOPS DWELL INTO SIDEWq / -\ \ � OF T IREI DETAIL SWI -02 SHEET 6OF1 RoP \\ �p�. • •' • •.F + EXIST NG J/ / BASKETBALL XISTING, - _ - - - - - I i // COUR P' WATERLINE + 1 \ PETER B.VANECEK ` i - RE: SW1.02 N(.1TES SHEET 6 OF 6 \ 5' Ramp Limits / - \ 602 V ;: r, ur R • Q � of Poyrt�e 2' min run at 8.3'/. CONTtTOINSTALL �'Q�FG/ RF'.� ! XISTING \ 1 1 EMOVE AND HAUL OFF; ; • PVC S EEVE,RE:DETAIL\THIS SHEET `sCgp• TE G SOUTHWOOD VALL Y \ TYPE 3 ` / BASKETBALL \ :.. 1 450 SQFT OF CONCRETE 25' R. 4, MULTI - FAMILY COURT LIGHTS 1 1 ELECTRIC E / \ - REMOVE EXISTING'SIDEWALK AND CURBING AND \ 1 1 - J XISTING CONCRETE SIDEWALK REPLACE WITH ANEW ADA RAMP CONTR.TO INSTALL PV SLEE ~ 1 1 REMOVE EXIST.PARK SIGN • / RE:DETAIL THIS SHEET 1 1 FOOTINGS,AND STE G INSTALL N RE:DETAIL 1 XISTING ELECTRIC METER 1 1 \, 1 3 SIiEETB 9WF! L INTO EXISTIN . cID `■■ 1 1 ` RE: DETAIL SWI -02 SHEET 6 OF 6 - - :• iXISTING i° WATER METER \ ` -REMOVE EXISTING SIDEWALK AND CURBING AND REPLACE WITH A NEW ADA RAMP RE: COMBINATION RAMP DETAIL THIS SHEET. ` 60' RE: COMBINATION RAMP DETAIL THIS SHEET gAUCONES GENERAL NOTES: ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 30 030 60 OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 100% OIS REQUIRED F GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL GRASS 5 TIED SOT STBACK,RIGHTF PARKING AY,AND ADACENY PROPERYDISTURBDURNGCONSTRUCTION. Scale 30 THE PROPERTY WITH DEVELOPMENT IS NOT LOCATED WITHIN THE FLOODPLAINXEMA FLOODPLAIN MAP #•48041CO182C 211 X36 PAPESIZE )ATE:AUG.1692011 PROJECT MANAGER: Peter O.Vanecek (979) 764-3412 REVISIONS: `2"X4" WIRE MESH FASTENED TO T=POST / C 00 SEDIMENT CONTROL FABRIC FASTENED SECURELY TO ®,�•■ T -POST & WIRE MESH METAL T -POST - AS REQ'D. TO MAINTAIN. SPACED 6' APART 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL W, XZ SILT FENCE AND/OR HAY BALES BE ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE rn am 00> 1=111 I USED IN AREAS OL A DRAINAGE FLOW, ALONG SLOPE CONTOURS. ,iein W 44 UP NATURAL GROUND DIRECTION OF FLOW 4" Willi Y/ 4"X4" MIN. TRENCH 4" OW 20" CONTR.TO INSTALL PV SLEE ~ 1 1 REMOVE EXIST.PARK SIGN • / RE:DETAIL THIS SHEET 1 1 FOOTINGS,AND STE G INSTALL N RE:DETAIL 1 XISTING ELECTRIC METER 1 1 \, 1 3 SIiEETB 9WF! L INTO EXISTIN . cID `■■ 1 1 ` RE: DETAIL SWI -02 SHEET 6 OF 6 - - :• iXISTING i° WATER METER \ ` -REMOVE EXISTING SIDEWALK AND CURBING AND REPLACE WITH A NEW ADA RAMP RE: COMBINATION RAMP DETAIL THIS SHEET. ` 60' RE: COMBINATION RAMP DETAIL THIS SHEET gAUCONES GENERAL NOTES: ALL ROOF & GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC ROW OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE GRADE.SUCH SCREENING SHALL BE COORDINATED WITH THE BLDG.ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. EXTERIOR BLDG. & SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 30 030 60 OF THE UNIFIED DEVELOPMENT ORDINANCE.THE LIGHT SOURCE SHALL NOT DIRECTLY PROJECT LIGHT HORIZONTALLY.FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. 100% OIS REQUIRED F GROUNDCOVER,DECORATIVE PAVING,DECORATIVE ROCK(NOT LOOSE),OR A PERENNIAL GRASS 5 TIED SOT STBACK,RIGHTF PARKING AY,AND ADACENY PROPERYDISTURBDURNGCONSTRUCTION. Scale 30 THE PROPERTY WITH DEVELOPMENT IS NOT LOCATED WITHIN THE FLOODPLAINXEMA FLOODPLAIN MAP #•48041CO182C 211 X36 PAPESIZE )ATE:AUG.1692011 PROJECT MANAGER: Peter O.Vanecek (979) 764-3412 REVISIONS: (3) 2"x 2"x 8' METAL "T" POSTS ANGLED AWAY FROM TREE - STAKE ABOVE FIRST BRANCHES OR AS NECESSARY TO KEEP FROM SLIPPING FORM TREE WELL 8" IN HEIGHT -� REFER TO NOTES FOR DIAM. & DEPTH TOPSOIL MIX (1/3 TOPSOIL, 1/3 COMPOST, - 1/3 DECOMPOSED PINE BARK MULCH). WATER & TAMP TO REMOVE AIR POCKETS TREE PLANTING 12 GAUGE GALV. WIRE ENCASED /— IN 1" DIA. RUBBER HOSE NOTES / 1) PLANT SO THAT TOP OF ROOT FLARE IS 2" ABOVE FINISHED GRADE. 2.) HOLE DEPTH TO BE SAME DEPTH AS ROOTBALL LESS 2- 3.) 45 GALLON TREES TO HAVE HOLE DUG @ 8' DIAM. TREE WELL. 30 GALLON TREES TO HAVE HOLE DUG @ W DIAM. TREEWELL. u " 15 GALLON PLANTS TO HAVE HOLE DUG ® 4' DIAM TREEWELL. 4) COMPACT ALL NEW SOIL SLIGHTLY. ALTERNATE # 9 LANDSCAPE LEGEND < 30 CREPE MYRTLES,15 GAL. 15' o.c. Dynamite Red variety GENERAL NOTES: 1.) IRRIGATIO4 AND LANDSCAPE CONTRACTORS ARE TO 1 Lacebark EIm,30 gal. COORDINATE TREE AND BUBBLER LOCATIONS. 2.) SEED ALL DISTURBED AREAS WITH 2 LBS. UNHULLED BERMUDA AND 5 LBS. -ANNUAL RY GRASS PER 1000SF. 3.) TREES TO BE INSPECTED BY PROJECT MANAGER PRIOR TO PLANTING ACCORDING TO THE SPECS AND HAS THE RIGHT TO REJECT THEM. 4.) TREES TO BE KEPT WATERED BY HAND DURING INSTALLATION �`Qw/4,, 3" MULCH 1 CATHEDRAL LIVE OAK,15 GAL. UNTIL IRRIGATION IS WORKING PROPERLY. — PLANT BASIN LANDSCAPE LEGENDego FINISH GRADE d° FERTILIZER TABLETS t°q (20-10-5,10 GRAM, 2 YR. FORMULA) ©v bQ°° 11 WATER OAKS,15 GAL. NVAr I CATHEDRAL LIVE OAKS,15 GAL. NOT TO SCALE :j 4 CHINESE PISTACHE,15 GAL. SPACE SHADE TREES AT LEAST 25-30' O.C. AND 8-10' FROM SIDEWALKS EXISTING WOODED - =AREA - J a ��a 4 ,�P 111 11\�\ TOPSOIL. FOR -AREAS ALONG RETAINING , LLS. SEED Ali- ATER. RE: SPEC , ® , ©V TOPSOIL. FOR EXPOSED BB COURT SLAB I II\�\\\\ 2A -4 AND WATER. RE: SPECS M �i a �} KEEP WATERED DAILY FOR AT LEAST. BASKETBALL COURT Qv- 47 2 WEEKS IF NO INq a bcs ©q •3Q� 0000....:. . EXIST. lll II\\\ TREES a�;\� EXIST. /CREPE �./ MYRTLES EXIST. POI i- TE SIDEWALK \�\ NSTALL TREES RE: TREE PLANTING DETAIL THIS SHEET AND SPECS GEORGIE PARK ALTERNATE # 1 1 Lacebark Elm,30 gal. ALTERNATE # I EXIST.GUY WIRES - 30 CREPE MYRTLES - 15 GAL. 15' O.C. IN GROUPS OF 3 10' BACK OF SIDEWAL �EXIST. P ONCRETE SIDEWALK BPALCONES I I ___-z 'n ALTERNATE # 1 1 CATHEDRAL �IIIV/ LIVE OAK,15 GAL. / /M�N ` 41- I 1- 30 0 301 60 90 Scale 1 " = 30' 24" 36" ,PAPER SIZE ............... PETER VAN EK 00.0 . 0 0 0 0. 0 0 0 0 0 0 0. y •,�,� 602 OS ;� STE�.'�� cgpE • ARG DATE: JULY 2011 PROJECT MANAGER: Peter B.Vanecek (979) 764-3412 REVISIONS: SHEET: 0F J 4' ar : i 4 i ............... PETER VAN EK 00.0 . 0 0 0 0. 0 0 0 0 0 0 0. y •,�,� 602 OS ;� STE�.'�� cgpE • ARG DATE: JULY 2011 PROJECT MANAGER: Peter B.Vanecek (979) 764-3412 REVISIONS: SHEET: 0F J rbr eKC&E--b s BeTvEa'J �m A -ND Se�� 7D `r2 }11or/ �Rto(z -70 T dw s -ram r vI i e w Mal p. G;)46J� f sg28 1 0L caws tyw Gr bzrl, ,i Ny t a?-0fel. 5-7---7A40d IM -I,v NO I;Alvdx? o(� L2 c6 tk VI �771 C3 7 Allw Xlz E 43 3 JIL 0 k 8' TY NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REOUIREMENTS . BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. CROSS SLOPE 2% MIN, CROSS SLOPE z CROSS SLOPE SIDEWALK n 2'/. to 41. 2% MAX-- 1% MIN. E r �0 z a rc P. o. y * w :. " • `®�` arc y w •' ..!�dpipplSloewpl4 • + w w SIDEWALK SLOPE REQUIREMENTS 4'k4"0/16" STRUCTURAL STEEL TUBING P O.C. MAXIMUM----- -'-- 6' O.C. MAX' O.C. GUARDRAIL T AS O.C. SWl I"x2"x3/16" STRUCTURAL STEEL TUBING STRUCTURAL STEEL TUBING )ON DETAIL DIA BOLT SW1-01 GENERAL NOTES: " o I ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTIO SHALL DEVELOPEDUATELY BLOCK AREASWHERE GRASSED OR S PRESENT DMULCHED DWATERED BLOCK S WILL IN EVELODBE REOUIR D. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED CONTROLTIME EARTH AS BEEN BARED BYION CONSTRUCTONEANDRSHA.L ES STAY IN PLACE UNTIMUBE INALLEDILLINACCEPTABLETHER VEGETATI ET GROWTHHIS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. 2. FINISH! LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS O 40'0.C.,CONTRACTION JOINTS O 4-O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB. JUNCTION BOX, ETC.) WITH •3 x 12" BARS o 12" O.C. OR •4 x 12" BARS O 18" O.C. 4. COMPACTION; COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE G-AIX WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL 1/4" R- NON-EXTRUDING SMOOTH DOWEL BAR 1/2" 0 X 18", 12" O.C. 3/4" (COATED W/HEAVY GREASE) 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE -� '/r' GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS V FROM END OF BAR. SIDEWALK EXPANSION & CONSTRUCTION JOINT SAWED OR FORMED, 1/8" TO 3/16" SEAL WITH EXPANSION JOINT MATERIAL, MIN. 3/8" R 4" SIDEWALK CONTRACTION JOINT 3.1/2" SIDEW. 3'-0" MIN. g•--•• VARIES- 4- 2%\MnAX. `nn SEE NOTE 4 •3 BARS O 12" O.C.E.W. OR, \-28-DAY CONCRETE •4 BARS O 18" O.C.E.W. STRENGTH a 3000 psi (4" THICK MIN.) SEE FINISH NOTE ALONG LOCAL STREETS 6'-0"VARIES-•; iF 2% MAXI iem I iA SEE NOTE 4 •3 BARS O 12" O.C.E.W.ORA \-28-DAY CONCRETE •4 BARS O 18" O.C.E.W. STRENGTH- 3000 psi (4" THICK MIN.) SEE FINISH NOTE _ ALONG MINOR COLLECTORS SWEEP SAND INTO L OTSJRETE SIDEWALK Ly.LR V� 5. ACCEPTABLE PAVER MATERIAL 8'-0 6" . SAND LAYING COURSE SEE NOTE 4 TT TT77 SEE NOTE 3 � ` 28-DAY CONCRETE PAVERS C \ •3 BARS O 1 ' " O.E.E. . STRENGTH a 3000 psi •4 BARS IB" O.C.E.W. (4'• THICK MIN.) SEE FINISH NOTE NG MINOR CO CTORS AND LARGER CONCRETE SIDEWALK SWI-02 o F fl CITY OF BRYAT, The GmdT✓oT 9�k' FIGURE% v VV ALL EROSION CONTROL MEASURES kHOULD BE CANED OF SILT AFTER EVERY RAN. NOTE, TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40- APART AND AT ALL RADIUS POINTS, P,T: S AND P.C: S. TYPE "B" CONTRACTION JOINTS IN CURB E. GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 4 BAR 6 �;'R a Q ;'i'R I/2, -« AIRS CONTINUOU 1" 3" CLEAR TYP. LAY OWN 'ER SEC ON TYPE "G" EXPANSION JOINTS IN CURB t GUTT R SHALL BE SPACED AT A MAXIMUM OISTANCE 0 40-APART AND AT ALL RADIUS POINTS, P.T; S AND P.C: S. TYPE "B" CONTRACTION JOINTS IN CURB 6 GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 1/4"R • = •4 BARS 0 = 3/4" X 18" SMOI EXPANSION DOWELS TYPICAL COMBINED STI-00 1J NOTE: TYPE "G" EXPANSION JOINTS IN CURB 6 GUTTER SHALL BE 1/2" CHAMFER SPACED AT A MAXIMUM DISTANCE OF 40'APART AND AT ALL (TYPICAL) JOINTS POINTS. P.T:s. AND P.C:s. TYPE "B" CONTRACTION JOINTS IN CURB 6 GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10'APART TYPICAL \ RIBBON CURB F,_ • : K4 BARS 0 =3/4" % 18' SMOOTH EXPANs16N DOWELS 3" 6" 3.. BARS 17 r 6 1/2" DETAIL NOTE: 1. TYPE "G" EXPANSION JOINTS IN CURB d GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40-APARY AND AT ALL RADIUS POINTS, P.T; s. AND P.C.'s. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART 2. PIPE EXTENDED V-2" FROM SOC TO BE COVERED WITH FABRIC AND TIED IN PLACE MIN 1/2Y.' V 6" SLOPE R 12•• 4 � 6 3/4" 4" 3••� • -*4 ARS 0 - 4' X fallSMOOTH EXPANSION DOWELS TYPICAL COMBINED SPILL CURB STl-03 3TI-04 3•• TYPICAL WEEPHOLE CURB 12' (MID SLAB)i" MIN. TQ �4 BARS 0 18" 0 C.E.W. 6" MAX. SECTIONA A TYPE "G" EXPANSON JOINT ALLEY PAVING 46, STI o � H w C!1 � W E— w w w CD C!1 t� I� u y �N U IR CTTY OF BRYAN TM(m1LYCT .fDk' FIGURE, �/I'�I U cmVVT I nP 1 DETECTABLE WARNING SURFACE o i Vy�� LANDING W K B 4" MAX. AND USUAL a lV :nn' A. 6ri'A 6" MIN. FACE OF 10'. MAX, CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE c ° Landing 0 0 a 5'0 Mox I Usual GENERAL NOTES FOR DETECTABLE WARNINGS 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE T1 CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTI 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED rnNrRFTF. UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2.DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4.SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE OETECA8LE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" 1 DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6.OETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. PEDESTRIAN FACILITIES GENERAL NOTES 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL STILL ORA)N PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE OF APPROACH SIDEWALKS AS DIRECTED. 2.LANDINGS SHALL BE A 5'X 5'MINIMUM WITH A MAXIMUM 2Z SLOPE IN ANY DIRECTION. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE < THE PARALLEL VEHICULAR TRAVEL PATH. 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 21. 5. CURB RAMPS W17H RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS) AND 16 TAG 668,102. 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM OF 5'WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE Detectable worning surface AND CONCRETE. AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REOUIREO.CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL (Domes to run parallel to CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. pedestrian travel) 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. Side (lore f0. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER (TYpicali ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. ILSEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED Face of BY THE ENGINEER. 10" max curb 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET r OF D ECTABLE 13. FLARE SLOPE SHALL NOT EXCEED 107. MEASURED ALONG CURB LINE. TYPICALAMBULA'I'ORY RAM; W1 FLARED WINGS SW2-01 rr'-"j _/i 2%-= —T 4EI Y 0 fV 0 Lantling o° 'a Delectable worninqQ cover with truncolad 4" Max and Usual \�Foce of of curb I ( TRUNCATED DOMEPAULM' CURB RAMP SIDE (TYP) QFNERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936. C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. x No.3 REBAR AT IS" (MAX.) ON -CENTER BOTH WAYS 3 REBAR AROUND PAVER INSET TRUNCATED WARNING PAVER WITH C BSPECIFICATIONS NFORM TO APP CABLE CONTROL JOINT PERMISSIBLE aa� oa= MIN. 4" $� 0 6 fl CTTv OF BRYAN DETECTABLE WARNING P1 SECTIONA A FIIGUUREE;n, B Ian coo ao+ ou— o}cf- :O T} Z N 0 }�0 T oo€ ERa w a - a L woo L owl 0 ..0 wF o °Jna o N—"O ooc eco It-x w Warning Sign Sequence In Opposite Direction Same as Below SM-2 YIELD iN 42' X 42' X 42' }_ SRI-2bT7, 48- X 36. TimE NOTE 6) Channelizing devices separate work area free traveled way. f END �l ^ •+- ROAD WORK G�J ONE LANE 'X2 BE ROAD 4a• x z4• AHEAD PREPARED CW20-40 TO STOP 48' X 48• o= - FCW20-7b 48' X 48' o c (SEE NOTE 21 �. FCM20-7a 4e• x 98' F500 EET o 3< Type III barricade, channel lung devices, or n shadow vehicle with orange ■ flags or warning lights. When shadow vehicle Is ` required, It shall be equipped X with Truck Mounted Attenuator. ■ I x 142' SRI-2 . x 42' K 42' I TZ SRIOTE 48 X 36" ( (SEE NOTE 1, O I x / \ YIELD SN3-2a I 98% 48' x ONE LANE ROAD AHEAD f 111' X 40 40' x 4a• I x ROAD l .� WORK AHEAD CW20-ID 40' % 48' (FLAGS -SEE NOTE I) TCP (1-2a) One Lane Closed Adequate Field of View r/ 00 =N c C n L END ROAD WORK G20-2a 48' % 24' \ T 11 The requireeent for shadow vehicles will be listed in the project GENERAL NOTES, Item 502, Barricades, Sipes and Traffic Hondling. ^ CW20-1D :AD 40' X 48' LIF AGS-SEE NOTE1) ,a° ROAD WORK G20-2a 48• % 24' 150' Min. Type III barricade, channel lzing devices, or shadow vehicle with orange flags or warning ITable. When shadow vehicle is required, it shall be equipped with Truck Mounted Attenuator. FCW20-7a Z 40' IT 48* 500 FEET NO ROAD x ✓ AHEAD Z20-4D % 48' x ROAD A. _ WORK AHEAD CW20-lD 48' X 48' (FLAGS -SEE NOTE 1) TCP (1-2b) One Lane Closed Inadequate Field of View BE PREPARED TO STOP - FCW20-7b 48' x 48' (SEE NOTE 2) 2 1�4"R l 98• I 1 Y2" 3 LEGEND e� Type III Barricade ■ 111 Cho Aelizing Devices q Flag Heavy Work Vehicle ® Truck Masted Attenuator Trailer Masted Portable Changeable Flashing Arrow Panel M Message Sign Flogger A Sign Post Minim- oeelrabla taper Length. ** Sug..ted Spacing W.I. of o.VI.. Ml ninm Stan spaohp Posted Speed* Fw-nula to, Off., IV offset 12' Offset of a Taper On a Tangent X Dteta ce 30 2 L= 60 150' 165' 180' 30' 60'-75' 120' 35 205' 225' 245' 35' 70'-90' 160' 40 265' 295' 320' 40' 80'-100' 240' 45 L-WS 450' 495' 540' 45' 90'-110' 320' 50 500' 550' 600' 50' 100'-125' 400' 55 550' 605' 660' 55' 110'-140' 500' 60 600' 660' 720' 60' 120'-150' df600' 65 650' 715' 780' 65' 130'-165' * 700' 70 700' 770' 840' 70' 140'-175' 86800' *Cmventlawl Road. Only **Taper l.ngthe have been rounded off. L•Lenoth of Tabor (FT.) WWIdth of Offset (FT.) S-Posted Speed 0411) TYPICAL USAGE; MOBILE SHORT DURATION SHORT TERN STATIONARY IMTEPoEDIATE TERM STATIONARY LONG TM STATIONARY GENERAL NOTES: 1. Flags attached to signs ore REOUIRED. 2. All traffic control devices Illustrated are REQUIRED except those denoted with the triangle synbol may be omitted when stated elsewhere In the plans. 3. The BE PREPARED TO STOP sign may be Installed after the ONE LANE ROAD AHEAD sign, but proper sign spacing shall be maintalned. 4. ROAD WORK AHEAD sign may be repeated if the vlsiblIlly of the work zone is less than 1500'. TCP11-2a) 5. YIELD sign traffic control may be used an projects with approaches that have adequate sight distance. Far projects In urban areas, work zones should be no longer than one half city black. In rural areas an roadways with less than 4000 ADT, work areas should be no longer than 400'. 6. YIELD TO ONCOMING TRAFFIC sign shall be placed an a support at a 7' minlaxxn mounting height. TCPI1-2b) T. Flappers should use two-way radios or other methods of canunicatlon to control traffic. 9. Length of work area should be based an the ability of flaggers to '. camunicote. 9. Distance along curve of work area should be adequate length far motorists to Identify and react to flogger signals. �- 0�"JC:Ml�ivll� TRAFFIC in Ilf Ilf 4%2" 6' D 41r2" 6' D AV,' 6- E 4v2' SRI-2b Letters - Black Baokground - White 48' x 36' Reflective Only ms-aldllfled protlwfe Shall be used. A Ilat of compliant graduate and tlwir saAvas awry be obtained by writing or fadrq; sta de Enpl.x Traffic Operatlons Olvhum - TE Tex. Deporitwnt of Tran$P aMm 125 East I IT, Strout Watin, Tex. 70701-2483 Plwn. (512) 416- 335 F. (5121 416-63161 Email TRF-STANDAROIImIIgv.dot.staH..fx.ue W a 0 x Note: See Table 614-2 for the meaning of symbols. Posted ', "X" Sign Speed , Speoings MPH Feet 30 or Less t2n Typical Application 1 61'M x F� Posted G W'Sign Spead Spacings MPH : Feet 30 or Less 120 40 . 240- �.�"� arts 600 5 64 606 _ 65 70d ...70-__ � 1� Truck -Mounted Attenuatar (op0onak} 6H-17 N i o I I m C iI tO J w N P W N -- (_n N N NN N O N m !g y OA W <° �t°T v m N C 0, °O. � m OS. 3 � O N m-0 N d ti rt �� N# C� m� m nip m , N O• rt C° O❑ p 0 m �0.Z°•y3m 50wm ] 0, 0, mDO3 mq pc JJ 6 OmAO y'Om 0Jw , 03 'O o N C N '° = J m Om N m �° rt y w ry C. M w O = 0 O1 M< U rt K w 0•• 3 C N ° S a p -i 6. w .p -n p 3 O 50, - — M C-. JP ip y a O O R C 0. m m N ay D O= OOD _. I .rm 3I 03 �.mpj N C < 0 y i Nx n.0. P. Oav(wp _jam°�a, ONNE!co m rty 0 0 4m y y R a 0 C O w f0 D X N- w\ O V 70 O~ S \ p .A O — �. \ p= I w O � N a p + No �oxll p m'. fall cr Oo O w O j s m' v mZ❑0v �. 3000 m°; oc 1 [�No ao; m IIv crteER / N > m 0 °< m m n 0��°D'/f o m $y��e !°. c �3 y .Grt a... v 0 R \ ' p i �"' �.. 0. 3 _0 +fTrtri o +� f' `;�-z co Q d 3 O 3 0 4 a oo CAm m F m m c p o O m_ c o_? D m N 3 p o O C y FLn p rt ❑ K. O A S D. �. 0. m N o O N S "p•.O i m 0' rt m -i - m o m 0 a. ❑ s 0 m 0 2 % C \O 2 A O ,yy. O ° m r°r 7 °O j c m 3 a — \ a m, F 0 Th 0 C y 0 0 mfn o .+ c n m ❑ =. O m o o a p ❑ C au C A' m O m— � v s ..'� o M O + n. O 0 ° ❑ CO ❑ 0 3 ^ = n o 0 a 3 y m C y 3 U n O O6 S .Z7 °a �.❑m+ v�. ❑ j O ❑ A '°a c Of nw p ❑WoNto m°Wmrt 0y 0a?m cm s m< p Zm D ❑m o D A D m C o° n T 0 ao mZm o°0 o ° -• oD `Y 5. 1 A .n f— °y y �(Gm mo,-n m ❑. n v o 3 m o i — °°cv ,2-„ mv Zo X 0 3 o m 0 0 O D °'O O0> 0. go O Cc) O nn0 n 0 7 O Un) a 3-0 0 OR a,myCSnd m0 n <0 ❑ DO 3, ❑.+ Q 'Nv �m�+' a 2 o y �❑ ❑ o�❑ m c�°I� � o n 00m o o S 3o m a N° m O _y m 3• o- mp c y 0� o o j 0w°0rt . w= m = N ❑ Z xaaMG) :1 oa S-oZa yN 00 ❑ < O OSm O, a ❑ y rt 0 n am °"o oC-� m�c®m-(•n = _ I y°p 1 Dp° o,°_°�®m' "Dam Om Om a^m 'AFD' 0 mCOfnA n® smrt O Aom m y S m O° rtO :0 N C D 0�3 0 n W0 y O " 0 =n '»' En y n I C (A n ^� 7 y rt y S VI '0 O tp 0 °' m ._C-`, S rr S ❑ C �, m O. O .Pa ❑ A C m fn N o m .rt+ Q a N v° O °o O❑ O. f*I ® O N �, co 0 V .P M <u ° m° ' 3 o a ° m v_ ° y m m I J w ` z `<. m C N m_ n m 0, O' m y 0 :3 a� S 0 0 0 0 O] V VI P J — O 3 ❑ m ort W ��"' y F a ,x0 ?. 0m° ❑. �' ° 'A' N n W O m En J rt i .°. -,m y o D s> j° a a m o n m �O„ o o .{'i cmi� I rn 0 OO N N 0- O y m rt �° O 0 S O m N m O v a) N (N71 N O O rt 3 C N 3 -. O O m y. In ry m m 0 4 cmi, `<rt � t0 o❑ c T m w W r-a" s i ❑. A 4 " I rn I ❑ m � '0 m 0 y S 6 a 0 S O �_ 0 0 C m 3 f) -°i, -p N p •O r� N �. N S 0 "mi o i 0 0 0 0 0 f0 3• O' n O w 0 m 0 -n 3 x o o m m sum m "• 'pmn N fD m p fU n w -° N� O 0 0 ry+ i Ort a O ry-r m O C a O m O ry m ❑ -+, p 7 y D o co m y ❑ o c m^ . . o w° ? m f :� 3 x, �ti ° 3 v a N y Q N a a c c /\J m m m ° o❑° m m m vmi 9 m t� ° 0 n p: 3 rt A S N ° C 7 p 0 0 0 0 m ❑ t0 y❑ J rt p y a f N M �❑ m A m 0 a � A �f n 1 Revisions Prepared 7r-. __. ,,,, a m ,� Comm a -. _sue ❑: 3 ,Pjl 8 zea r 240\4 r a \ 2405-- �` 1905_ % 0 Grz -=- , I IMF" AWK-4 •44 PNN MR o- -artL Izn a WF_ Or ir I, o' 4� f � � An ¢z�kq hij?. m -'L e� 1* 'm >> a`a�' a'a' c: .. �{ C C N \ A A A N _ A O � U y �, A W ,n �+ O � rt O `• � � � w B phi � N ° N N