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HomeMy WebLinkAboutDrawingsI vi REVISIONS 0 PRE-BID SET A POS BID SET ISSUE DATE ISSUE DATE DATE DESCRiPpON LANDSCAPE LEGEND OUTLOT 8 09114109 <>I PIPAPPLICAT'ON SYM KEY CITY. COMMON NAME OC ROOT SIZE HEIGHT SPREAD LOT 1 1 BLOCK 2. SCIENTIFIC NAME RETAINED B Y r Bold Cypos@ BC 5 N/A B&B 3.5" cal. 14' min. 5' Taxodium01 distichum min. CORINTH PROPERTIES RAP H CCALE 2.829 ACRES.. 0 30 60 90 120 150 FEET IDECORA 71VE LANDSCAPE. PLAN 4- 3.5,B LD CYPRESS TIE INTO EXISTING CONCRETE SIDEWALK, TO BE CONSTRUCTED By n774FR-V 5 48°43'46" E 67,3 REFER' 1O L KEWWWA Y DRIVEAW % P PLAN IDECORA17W LANDSCAPE PLANTER lypROvEyrNT DE57GN CONSTRUCT 7131 L.F. 10' CT 0 S U W (BY OTHERS) CONCR ZE IDEWA C E S v, 0 I W1 157 BALD CYPRESS- � �' (BY OIF/ER3 LAKFW AY DRIVE. MULK 10 DErAILS) :: . d . 't> ........... ZUR 19h 11 swjarft�_ t> W, ", ; --- _ .6. 1 . INSTALL 20 t F. 6* PVC C_ NON -PERFORATED PIPE -OF-WAY) VE LANDSCAPE PLA DECORA77VE LANDSCAPE PLANTER (80' RIGHT INSTALL 1 L.F 6 PVC DECORAZI W/ J-5 'BALD CYPRESS. NON-PERFURAIrD PIPE 3.5' BALD C)PRESS ACRES 'APE PLSANTE IDECORA VE LANDS( "ES W1 15' BALD CWRM DARREL K ....................... •12 ­0� ',p 83947 47 lN. .ODX OP N Will 110'1.922 MIN. I.SLOPE a I W1115 FRENCH DRAIN W/ 6" PERFORATED I�120' wN. N A L CONNECT 6 PIPE TO S 77NG JUNCTION BOX REFER TO SCS DETAIL SI -03) 10074 oc> I> 110'CONSTRUCT A.D.A. RA (BY OTHERS) (REFER TO DETAIL ENS IVA AW INSTALL 92 ;* L.F. 6- VC -PERF ORA 70 PIPE NON P t� I> -IT I> 1.00X SLOPE AND 2' COVER A> A-1-7i.f MI.....'M%.." 1. C-,3 jl�tt� t> < S 34 °45'03" E • FIELD T PIPE TO JUNCTION BOX 1AMR TO BCS DETAIL Si -03 FRENCH DRAIN W1 PERFORA TED PIPE AROUND Z KU MIN. LOOX SLOPE INSTALL 370 + L.F. 6 PVC DRAIN W1 6 PERFORATED TED NON -PERFORATED PIPE AROUND WELL MIN. 1.00X SLOPE AND 1FRENCH DRAIN Wl 6 PERFORATED . I 1 PIPE AROUND TREE WELL 1 65.94 - % R 0 -------- E3 -------- Q- ------ 4 4. < d ° °`.e Q O �q' < 4 4 < < < < < < 4 < 4 4 < < < < < < 4 < < •< < 4 < < < y is _j IXT UWj 4 < < .4 < 0 Z U) < < 0 & < 0 VJ 4 < < W < < .4 < L 0 WE'S HOME CENTSA ROAD 1805 CURTIS BRIDGE, REEC DOCK WILKESBORO, NC 2 336.658.4000(VI) 336 13257(F) 7HISDRAKqNGIS7HEPROPETTYOFLC4FSHOME cEArIER.9 11vo. NvYus5oRREPRoDi1c WHOLE OR PART Is Pl?oHIBIzED wwo 70NIN T 7�yc VORRESSEDPW17TENCMEWOF401 FSHOME NOTES. COMERS, PVC. COPMIGHr2MALL RA VED M SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. GENERAL NOTES (PAVERS) FINISH: LIGHT BROOM FINISH. . JOINTS TO 13E TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS' 1" 2" FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO 0 40' O.C.,CONTRAcTION JOINTS 0 4' D.C. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 x 12" BARS 0 12" O.C. OR #4 x 12" BARS 0 18" O.C. 4AW^jA w(I 27 UNIT BASKET WEAVE PATTERN OR AS DIRECTED. UNITS COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 987. OF MAXIMUM DRY DENSITY AS -4% WET OF THE OPTIMUM MOISTURE CONTE DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0 NT 0 0� LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA "n I WA SHALL BE PROVIDED FOR EN RE LENGTH OF S DE LK C -I DETECTABLE WARNING PAVER UNITS USING A POWER SAW. .2 0 0 00 4 O b o o rn -6 anding NO. 3 REBAR AROUND PAVER INSET SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR I - fp -' W Detectable warning truncated 1/4" R 1/2" 0 X 18, 12 O.C. �j + ; < `7 over with DETECTABLE WARNING PAVER WITH dome surface 4" Max EXPANSION JOINT TRUNCATED DOME SURFACE DETECTABLE WARN PAVER f and Usual AS REQUIRED 1" MORTAR BED SHALL CONFORM TO COATED W/HEAVY GREASE) A Stz -AL H I.H j 'A SIDE FLARE APPLICABLE - SPECIFICATIONS CICT 0 8 2009 _r 'ide flare (TYP) (P) CONTROL JOINT PERMISSIBLE 0 I L C) �Typical) iV E I j . RECYCLED MATERIAL, 1/2- ]Z3' AN' SAL T. THICK AS MANUFACTURED THICK COL L 23 \__Face "'MIN. LONG METAL OR PLASTIC CAP, INSIDE BY J.D. RUSSELL CO. OR DIAMETER TO BE 1 16" GREATER -THAN tM, EM r4 0 f 4 curb APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2"OF 7REE GRA TE Jto No. 3 REBAR AT 7R UNCA TED DOME PA.77ERAr 1$" (MAX,) ON -CENTER DOWEL AND HAVE STOP SO END OF NEENAH FOUNDRY CO. R -8738-A I 41 -4 CLWBRAW BOTH WAYS CLASS A CONCRETE SHALL CONFORM TO APPLICABLE SPECIFICATIONS CAP IS 1" FROM END OF BAR. PLANTING SOIL (REFER TO SPEC/FICA r10N 02920) S�UA CONCRETESIDEWALK SECTIONA-A PEDESTRIAN FACILITIES SIDEWALK EXPANSION GENERAL NOTES DETECTABLE WARNING PAVER [SW2-03 1. ALL SLOPES ARE MAXIMUM ALLOWABLE. THE LEAST POSSIBLE SLOPE THAT WILL N & CONSTRUCTION JOINT ❑ STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE STONEBASE OF APPROACH SIDEWALKS AS DIRECTED. SAWED OR FORMED, rn .2. LANDINGS SHALL BE A 5' X V MINIMUM WITH A MAXIMUM SLOPE IN ANY DIRECTION. 1/8" TO 3/16" SEAL WITH EXPANSION JO❑ INT MATERIAL, MIN. RE F N IVCHDRAI Uj CROSS SLOPE NOT TO EXCEED 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 3/8" IDSCA PLANTER W 3: 2% OR BE LESS THAN 1% ON ANY THE PARALLEL VEHICULAR TRAVEL PATH. DECO)IM T1 F L A PE DETAIL PORTION OF RAMP OR TRANSITION TO STREET GENERAL NOTES FOR 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP 19 2%. 4" z PROPERTY LINE DETECTABLE WARNINGS 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT 5. CURB RAMPS WITH 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 SIDEWALK CONTRACTION JOINT 0 W CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION APPROACH IS SUBSTANTIALLY OBSTRUCTED; OTHERWISE, PROVIDE FLARED SIDES. D 12ff > W 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, LA < < DETECTABLE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED TABLE WARNING DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED SURFACE CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS.. 6. FORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE ADDITIONAL IN AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 968.102. TSOE St MIN 8" IN ATL OIDTS MAX 24" SIDEWALK z ❑ 0 SIDEWALK + 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND VE AS A PEDESTRIAN REFUGE AREA, THE D BE A MINIMUM 7. TO SER MEDIAN SHOULD /-CONC 3-1/2" H > W a. RAMP. NOT ALLOW WATER TO ACCUMULATE. 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE 6 4" v I M. III0 U_ 9 0 W E MA ::'::: 1:12 SLOPE MAX AS SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK C P_ T -VARIES- 314 COARSE Q z EXPANSION JT. & 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE SMOOTH DOWEL BAR, APPROXIMATE LOCATION FOR THE DETECABLE WARNING TICAL MARKINGS ARE. REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. • v"', T, la D 1 A MA L V FPT AGGREGATE TEIII _y_ C) Uj _j W 0 2� DIA. X 16", NTH SURFACE FOR EACH CURB RAMP TYPE. 1A . . "6' 2 % MAX. < 0 _j _j W BACK OF CURB @ 12" O.C. C FACES SHALL BE A MINIMUM OF 24" IN 5. DETECTABLE WARNING SUR (COATED W/HEAVY GREASE) DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 0 0 0 00 MIN. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE 1" MAX. SAND LAYING COURSE SEE NOTE 4' PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. SEE NOTE 3 MIR4F1 14ON NOM WO VEN FIL CRITERIA 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER C PT�B MA t�j 28 -DAY CONCRETE STRENGTH= 3000- FABRICOREQUAL ISSUE DATE. PERMIT SET ISSUE LA TE. - EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A 11. SEPARATE CURB RAMP AND MAXIMUM OF 10" FROML THE EXTENSION OF THE FACE OF CURB. ELEMENTS WITHRREMOLD OR BOARD JOINT OF 3/4- UNLESS OTHERWISE DIRECTED AMBULATORY RAMP 1�1 O.C.E.W. OR psi A MA I L #3 BARS @ 12 E.W. OR #4 BARS @ 18" O.C.E.W. (4- THICK MIN.) 8' SIDEWALK DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. BY THE ENGINEER. SIDEWALK PAVER SECTION SEE FINISH NOTE AT STREET INTERSECTION & DRIVES 7. ACCEPTA13LE PAVER MATERIAL SHALL 13E CLAY, VITRIFIED 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. ALONG MINOR COLLECTORS v W1_rnbPvCP1PE ORAS R A S SPECIFIED CONSTRUCT/ON SETISSUEDATE. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, AND CONCRETE. 13. FLARE SLOPE SHALL NOT EXCEED 107. MEASURED ALONG CURB LINE. AND LARGER TO BE UrILIZEDAS AAMORASSNOWNC 9j ?ECTEDqr rHEPLANS THE GEOTECHNICAL ENGINEER DRAWING NUMBER: SW4-00 CONCRETE SIDEWALK FRAIEWCH DRAIN I fl I vi --------------/-----------------I-------------I--------------F---------------I-------------r------------T------- EXISTING WOOD FENCE IGRAPHIC SCALE 0 30 60 90 120 FEET i '------------- -- ----- a —.---- ---- — •• =''-. - - - a— _— '�' A_ —" —q .. d — T -.— —.— —a Qpp. — Q .— - a — — — — — — — ---------------------------------- - _—=—_—___---_----__—__—__—__—___ = o = �_= .—_= =p- == _:= a== -D -- _-_—_--- __._ _ PROVI� INK) BUBBLERS PER ME wE L FOR LauEWAY MW, storm L.AKEWAY DRIVE eY DEVELOPM ( IAKEWAY DRIVE PIANS) 51' S 1.5" 5 1.5" 1.5" 5 ° D D. — —_ — — ---------------------�—_ _— IRRI III III I I I I N LEGEND 1 1.5 50 riling,: of V CJLLONSPER VE N JMBER MINUTE VALVE ZONES telephone, the owner and engineer if any discrepancies ons VfiLVE plans. Any costs incurred as the result of not co ZE structures shall be borne by the cont © 0 RAIN RAIN BIRD AND ESP- CONTROLLER WITH FREEZE SENSORS ® IRRIG %I WATER METER (2') CITY,OPPROVED II Eii4CKFLOW PREVENTER (1-1/27 I M .�..�� AGRIIVLVI GATE VALVE (SIZE TO LINE) R4/N BIRD all SERIES ELECTRIC W REHC G�ONTROL VALVES U RAIN I LRD QUICK COUPLING VALVES O RAIN SPRAY BIRD HEr 1800 PRS -SERIES POP-UP WITH MPR SERIES NOZZLE 15 CST 15 �� RAIN SERIE BIRD NOZZLE 11800 POP-UP SPRAY HEAD WITH 15 STRIP (15CST (1.2 GPM) do 15EST(60 GPM)) RNNB/RD ( PC 1400 BUBBLER ON 1804 POP-UP SPRA HEA, D (1.0 GPM) (2 PER TREE) 3�--- RAINBIRD 00 SERIES ROTOR (4.6 GPM ®55 PSI) 5 RA/NQiRD i 000 SERIES ROTOR (5.7 GPM ®55 PSI) Mammalians— PR UREJ MANN - SCHEDULE 40 PVC �;, 4METER) PIPE t'2 CLASS' 206 PVC PIPE LATERAL UNE (MAX VELbaW - 5.0 FPS) 2"I> ° D $ D 3 A D D.. ° G P d D' D _ D ° III III ," 3 1" 3 - 3 3 3 II I III 20 1 3 3 ,. 3 1• 3 ,. ,• 1.5• 1" �" _ , ° III III 6 42 1.5' III 1 5 5 5 - � �---�� �""• '�- IIIIII -- —----------------- — --- ----- II 3 1• 3 3 1^ 3 �" 3 3 1^ 31 3 �� 3 1" 3 IIIIIIIIIIIIIII III1IiIIItIII I III 1.5 1 s 21 61: 5-8 17 a2 42 ° 19 1.5 33 d a ° 22 v a d a a 2" a. ° ° . ° ° Q .a ° 5 a ° ° a 45 5 ° a ° a° - a .° III III ° 4 a d d v ° a °° ° d a °' 4 II I III ° © ° °' ° °� III Q 4 ° ° d a ° —� III I d d a 9 III d d ° 4 d a� 4 — III I ° a a ° a _ ❑ III 5 5 1.5" ° v °4 . a a III a °. .d d ---- lf ° . a III III ° • °• (� d. ° ° III ° ..I d ° ®, ° . III - a d � ° p - � o � -' v . -•' aI IIIA I ° a o -i IIS ��� I �, � � �• ' III IIIM � - • a III I II I a - I III III I �r 23 °� �o ( � o•- a � d - 'I it i I it 2 45 1" LATERAL UNES AND VALVES ARE SHOWN WIMW PAVING I III III FOR CLARl1Y PURPOSES ONLY AND SMLL BE I a III { it 03K 1 ° °. INSTALLED WtMIN ADAM UWDSCAPE ISUN►Ds AS III III 1.5" 1" MUCH AS POSSIBLE: IRRIGATION UNES SWILL BE SLEW WHEN UNDER PAVEMENT. SLEEVES SHALL BE TWO Q III III "' SAES UP FROM PIPE CONTAINED I IN SLEEVE _ F it I III I - .F.E. 285. 0 - ' III II I II ;II . III III '� � •I I IIT Til ° III III - � .•l. II III I � I I � .a i Iil ►il = � � � I � • : I 1 16pi d —(_ 12 it III I a 0 F 1.5 23 a III III I ° III I II � 24 III III d a - a II I III I I 2 45 ° ° d III III M. il i III ,.5" ° ©a o III III ," � III III= I �, III III{ - III III I d: � as d '4 mom*�-I-'-' � � � " y� �' " � " � � � � � � � � �� � � � � � � � � � � � � � �1 � � � � � � � o � � � Imo■ � � � � � � � � � � � � � � � � � ' � rm MATCH LINE - SEE SHEET L-5 13 0 a-4• a ra ' ** NOTICE TO Topographic information provided by notify the engineer and Owner immediately, in riling,: of contractor(s) shall be responsible for confirming �h loca6'an (storm sewer, sanitary sewer, water gas, televisid7, telephone, the owner and engineer if any discrepancies ons and befw plans. Any costs incurred as the result of not co rming th structures shall be borne by the cont 0 REVISIONS OPRE-BID SET POST BID S ISSUE DATE � ISSUE DATE '. DATE DESCRIPTION 06/11/09 O S/TEPLANSUBM/TT !L 07/10/09 O PERM/T SUBM/TIAL 08/28/09 <> B/D SETus 0 OFL4& �y��► 1869 Qy �rFAFI C 40 �� 25 �''t' a z 2 A Q o 2 O • LOWE'S HOME CENTERS, INC. 1605 CURTIS BRIDGE ROA REEC DOCK WIL.KESBORO, NC 28697 I - �336.658.4000 M _ 336.658.3257 I - THIS DRAV41NG IS THE PROPERTY OF LOWEIS HO E CENTERS, INC. ANY USE OR REPRODUCTION IN OLE OR PART IS PROHIBITED WITHOUTTHE EXPRESS WRITTEN CONSENT OF LOWE'S HOME CENTERS, COPYRIGHT 2008 ALL RIGHTS • rr RESERVED oN LU 314" �.0 ` (,L I OD Opp F-- C!) 5r;,Q � W o Q � wJ F J I v �� `sic;• � 0 0 o SLC BEK�E��O • .J U ' a. CRITERIA I ISSUE DATE: I SSUEIDATE: ON TRA C T ORS CONSTRUCTION SET rgisfered Professional Land Surveyors, Tyler TX. The contractor shall ISSUE DATE: y dl�crepanc%s or omissions to the topographic information. The frizorytal/vertices/) of any buried cables, conduits, pipes, and structures DRAWING NUMBER: ta) which impact the construction site. The contractor(s) shall notify they. actual conditions versus the data contained in the construction rctuo{ location (horizontal/vertical) of said cables, conduits, pipes, and con�tracior(s) shall notify the owner and engineer if any errors or wh{ch negatively impact the project Engineer and owner shall be L-6 ult from contractor's failure to notify engineer and owner. 0 m w W U v- O O z iii ���""", �'_, ^ � •� ,��: T� 0 314" �.0 ` (,L I OD Opp F-- C!) 5r;,Q � W o Q � wJ F J I v �� `sic;• � 0 0 o SLC BEK�E��O • .J U ' a. CRITERIA I ISSUE DATE: I SSUEIDATE: ON TRA C T ORS CONSTRUCTION SET rgisfered Professional Land Surveyors, Tyler TX. The contractor shall ISSUE DATE: y dl�crepanc%s or omissions to the topographic information. The frizorytal/vertices/) of any buried cables, conduits, pipes, and structures DRAWING NUMBER: ta) which impact the construction site. The contractor(s) shall notify they. actual conditions versus the data contained in the construction rctuo{ location (horizontal/vertical) of said cables, conduits, pipes, and con�tracior(s) shall notify the owner and engineer if any errors or wh{ch negatively impact the project Engineer and owner shall be L-6 ult from contractor's failure to notify engineer and owner.