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HomeMy WebLinkAboutSW6110105_Details_201103071 3 CI 5 I. 5 .I T.C. BATTER T,P, bo M o CO N SLOPE o � Q ° Q io D 2'— 0" NORMAL GUTTER C L:J n M U ~ jw w a�Z W�� otnD 0100 0 M M NOTES FOR CONCRETE CURB AND C01 1, CURB AND GUTTER TO BE CONSTRUCTED 2. 'f EXPANSION JOINTS SHALL BE PROVIDEI TO EXCEED 50 FEET, AT THE ENDS AND h RETURNS, AND AT ANY POINT WHERE TH ABUTS OTHER CONCRETE STRUCTURES, V PARALLEL AND ABUTTING THE CURB AND OF 15# FELT INSTEAD OF THE '/i INCH EXI 3. 5 FOOT LONG TRANSITIONS SHALL BE PR1 NORMAL GUTTER AND PITCHED GUTTER, UI THE CONTRACT PLANS. 4, TRANSVERSE SLOPES ON NORMAL CURB AND GUTTER SHALL BE 1 INCH PER FOOT. 5. TRANSVERSE SLOPES ON PITCHED CURB AND GUTTER SHALL BE '4 INCH PER FEET. 6. BATTER SHALL BE SLOPED 1 INCH IN 6 INCHES, 7, CONCRETE SHALL BE MADE OF PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI. DETAILS OF CONCRETE COMBINATION 1 CURB AND GUTTER DETAIL 5 5" T r 03 CS561 N.T.S. c" o C, 8" 8" I I OF PARKING SPACE INTERNATIONAL HANDICAP SYMBOL 1 N.T.S. PARKING SIGN PER LEGEND 'AL POST LK OR EMENT 'ESERVE PARKIN[ IVAN ACCESSIBL GREEN LEGEND AND BORDER WHITE SYMBOL ON BLUE 5" BACKGROUND 1/4"� ROUND N �- SOLID GREEN LEGEND ON REFLECTIVE WHITE BACKGROUND. 0 "RESERVED PARKING VAN ACCESSIBLE" Z 9I0-. WHITE LETTERS & BORDER ON GREEN BACKGROUND LAWN WALK OR PAVEMENT PARKING SIGN LEGEND lO "RESERVED PARKING - VAN ACCESSIBLE" 2O"LOW EMITTING AND FUEL EFFICIENT VEHICLES ONLY" LOW EMITTING AND FUEL EFFICIENT VEHICLES ONLY mommmmmo N EFFICIENT ITVE CES ONLY" 2 PARKING SIGNAGE DETAIL CS1o3 CS501 N.T.S. 6" BASE COURSE PROJECTION (WHEN CURB OR CURB & GUTTER IS NOT SPECIFIED) SLOPE 3" BITUMINOUS SURFACE COURSE CONCRETE COMB. CURB & GUTTER (NORMAL) �111VIIW\vft - COMPACTED SUBGRADE 10" COMPACTED STABILIZED AGGREGATE BASE COURSE BITUMINOUS TACK COAT NORMAL SLOPE 3" BITUMINOUS SURFACE COURSE 6" DIAMETER CONC. FILLED SCHEDULE 40 STEEL PIPE 1-1/4" GALV. METAL POST SECTION NOT TO SCALE i! ddV J8A-aN3Q -BATTER 1" IN 6" 2" R. In r-Y R. u L 3' TRANSITION PAVEMENT THICKNESS *—UNLESS INDICATED OTHERWISE ON PLANS 1 INTEGRAL CURB DETAIL N.T.S. BASE COURSE ANCHOR I.D.SLEEVES FOR 5/8"X V-6" --- ----- RODS ----------------- M 03 BARS 03 BARS CONT. PLAN 6'- 0 _V-23'-8" 1'-2 i Lo i 1'-2 1'-4 V-2 3/4" I.D. SLEEVES ELEVATION 5/8'': ANCHOR ROD . 7 ANCHOR ROD END VIEW �i:.:;..:.... SLOPE CONCRETE p D a .p ' PAVEMENT a a a NOTE -APPROVED STANDARD MANUFACTURED COMPACTED SUBGRADE '4INCH EXP. tO WHEEL STOP MAY BE USED CONCRETE COMB. 10" COMPACTED STABILIZED AGGREGATE CURB & GUTTER BASE COURSE JOINT (PITCHED) D D BITUMINOUS TACK COAT REVERSE SLOPE 2a" NOTES: 1. BOLLARDS SHALL BE PAINTED MISSION BROWN MEETING FEDERAL BITUMINOUS STANDARD COLOR 595B DARK BROWN, 20059. C 102CS501 PAVEMENT SECTIONS 6 PIPE GUARD DETAIL CS 03 CS102 CS501 N.T.S. 3 03 BARS CONT� a T BARS A 14 C C WHEEL STOP DETAILS 03 C5561 N.T.S. 1. rev C,.,�5.16LF _�V212,01/ US ARMY CORPS OF ENGINEERS SAVANNAH a > r m 0 0 N w N Q N Z O a w w > w 0 z w w o- af 0 LL 0 w > w of O 0 m 0 0 z o w z z z pin p0 < ❑ p aL � ��° a w <N O z O w <a ❑ O o U 0— Z w < ma ❑ � u z Y. 0 V) r mo m wwwwwcoz rN W ❑ j fo U co U � W c� of w z Z Lw Zzs U' LL Q F 0 z w CL z Q= F of0a V� a0 Uco ai z co 0 0 �Q � U Q 2 J oof 0 w o 0 I-_ w m oa U- 0 � fn 0 LL PLATE REFERENCE NUMBER CS501 SHEET 023 FOR OFFICIAL USE ONLY SSDGNSPECSS SSSYSTIMESS SSUSERNAMESS M � U L U L w . a a z. zo ou SSSVSTIMESS _ SSUSERNAMEff v v v v v v 4 L 1 CONTRACTION CONSTRUCTION EXPANSION JOINT JOINTJOINT ri SURFACET SURFACET o POURED POURED o SEALANT v SEALANT o F v . � v MATERIAL INI TAL SAWCUT T 'JOINT OR INSERT BOTTOM MA '*-_JOINT BOTTOM 3UTTED JOINT JOINT /FILLER 1 3/4" NOTES ON POURED JOINT SEALANT: MIN.oil 1. DEPTH (D) OF SEALANT EQUAL 1 TO 1.5 TIMES THE WIDTH (W) OF THE SEALANT RESERVIOR. 2. WIDTH (W) OF SEALANT RESERVIOR IS !f' MIN TO V' MAX. 3. DEPTH OF INITIAL SAWCUT (T) OR INSERT TYPE JOINT FORMER (CONTRACTION JOINT), '4 THICKNESS OF SLAB WITH PAVEMENT LESS THAN 18". 4. TOP OF SEALANT WILL BE 3+' BELOW TOP OF PAVEMENT. POURED JOINT SEALANT DETAILS FOR 11 RIGID PAVEMENT (WITH BACKER MATERIAL 31CS503 N.T.S SEE JOINT SEALANT DETAILS ,� & 2 CS503 CS503 CS503 CS503 3" * oIN 2'1 +I /if, 1 l, PIN .c if EXPANSION CAP, DOWEL SLIP FIT PAINTED AND LIGHTLY OILED ONE as END OF DOWEL IF 4111111 3/4" PAVEMENT MINIMUM MAXIMUM DOWEL DOWEL THICKNESS LENGTH SPACING INCHES INCHES INCHES DOWEL DIA. &TYPE < 8" 16 12 3/4—INCH BAR NOTES 1. THE DOWELS SHALL BE DRILLED AND GROUTED ON ONE END UNLESS INSERTED DURING CONCRETE PLACEMENT. 2. D* DENOTES DOWEL DIAMETER. DOWELED EXPANSION JOINT DETAIL N.T.S. NON —REINFORCED CONCRETE PAVEMEN N.T.S. 7.5" B� N-----COMPACTED SUBGRADE T SECTION 2 CONTRACTION JOINT PAVEMENT 'I SURFACE v o v o v vy POURED SEALANT 3 CONSTRUCTION JOINT � 0 0 o O SEPARATING TAPE INITAL SAWCUT (1/8") -JOINT OR INSERTT BOTTOM EXPANSION JOINT PAVEMENT SURFACE 0 0 o Ar-POURED SEALANT--,.6. o � SEPARATING TAPE *,_JOINT BOTTOM 3UTTED JOINT JOINT 4 SEE JOINT SEALANT DE TAILS .� & 2 CS503 CS503 CS503 CS. J. oIN +I -0IN L EITHER ONE PIECE OR THREADED SPLIT —TYPE DOWEL MAY BE USED- 3/4 NOTES ON POURED JOINT SEALANT: MINA 1. DEPTH (D) OF SEALANT EQUAL 1 TO 1.5 TIMES THE WIDTH (W) OF THE SEALANT RESERVIOR. 2. WIDTH (W) OF SEALANT RESERVIOR IS !T' MIN TO %" MAX. 3. DEPTH OF INITIAL SAWCUT (T) OR INSERT TYPE JOINT FORMER (CONTRACTION JOINT), % THICKNESS OF SLAB WITH PAVEMENT LESS THAN 18". 4. TOP OF SEALANT WILL BE V' BELOW TOP OF PAVEMENT. POURED JOINT SEALANT DETAILS FOR RIGID PAVEMENT (SEPARATING TAPE) N.T.S. SEE JOINT SEALANT DETAILS .� & 2 C'3503 CS503 CS503 CS503 SIN +I r IN EITHER ONE PIECE OR THREADED SPLIT —TYPE DOWEL MAY BE USED — PAINTED AND LIGHTLY OILED ONE END OF DOWEL hd = 7.5 INCHES PAVEMENT MINIMUM MAXIMUM DOTHICKNESS NGTH SP�C1EING INCHES INCHES INCHES DOWEL DIA. &TYPE < 8" 16" 12" ? INCH BAR NOTES : 1. THE DOWELS SHALL BE DRILLED AND GROUTED ON ONE END UNLESS INSERTED DURING CONCRETE PLACEMENT. 2. D* DENOTES DOWEL DIAMETER. 3. DOWELS ARE TO BE SUPPORTED BY BASKETS. DOWELED CONTRACTION JOINT DETAIL 11CS563 N.T.S. REINFORCE WITH 6" X 6" W2.9 X W2.9 WWF (END 2"± 1/4" REINFORCEMENT 3" FROM JOINTS) a a a A° e° a s _ a a° -a° a° a° h d= 7.5" a a _ ° ° a _a as e ° • a O ° •.° _ ° ,°' a as a a ° ° ° ° a ° a ° e, e. REINFORCED CONCRETE PAVEMENT SECTION N.T.S. 5 0M® ttJZ S 0d� PAINTED AND LIGHTLY OILED ONE END OF DOWEL PAVEMENT MINIMUM MAXIMUM THICKNESS DOWEL DOWEL LENGTH SPACING DOWEL DIA. & TYPE INCHES INCHES INCHES < 8 16 12 3/4—INCH BAR NOTES 1. THE DOWELS SHALL BE DRILLED AND GROUTED ON ONE END UNLESS INSERTED DURING CONCRETE PLACEMENT. 2. D* DENOTES DOWEL DIAMETER. DOWELED Q CONSTRUCTION JOINT DETAIL CS4011CS503 N.T.S. 8 THICKENED FREE EDGE DETAIL CS401 CS503 N.T.S. 3-#4 CON' CS103 FOR OFFICIAL USE SAND CONTAINMENT CURB 13 N.T.S. �i1J� G_3 /Z�z2/zo/O ONLYSSDGNSPECff ssSYSTIMESS US ARMY CORPS OF ENGINEERS SAVANNAH a > � m O 0 N W N Q r Z 0 0- 0- of U 0 w w af Z w n. O w 0 w U) w m J0 0 0 N p w ui Z O Z O n U O O O < O� a ui U w I <o O O U Z w J m Q Q Z Y U V1 r m(n m a o- w u c 2 z Zm O 0 jm J Nr LL 0 U U) W �Z� w w0c Z Z Z z 0 �U-a w O z Z F ofo> U) x ao< V6 U vi z u) 00 ~ < U U) < = J 0 O O W Z < O W C� w to 0 m w O fr O w PLATE REFERENCE NUMBER CS503 J SHEET 025 1 E 'ii. ._._lei _'l _. �. �_..�e�tL.•:i )..; .._.'.'. ". '.' �_:'...� • .:::__ ... .. .... �•I!''.,... Pi' �t ll.•:i.:.'...LI r_ � ... 3 4 5 LJ L� I_1 M uwjw adz z ow M 0 0 toM M IN w > N FOR FRAME & COVER JQR FRAME & GRATE, SEE 2 OR 4 C6501 CG501 CG501 CG501 6" USE MAX. OF 3" 12" FOR STRUCTURE UNDER TRAFFIC AREAS 8" MIN MAX CORBEL VARIES 1" CEMENT PLASTER 3'-0" MIN BRICK MANHOLE STEPS OR LADDER WHERE RE 'D.- di SEE 3A OR 36 FLOW CG501 CG501 CG501 CG501 --- FLOW 0 4 1° e I°` I ,o I e° _ 4 4 ° 4 0 #4 BARS- N 9" Z 12" O.C. EA. WAY a J a z_ li z Z a D FLOW > 'n � INLI FLOW = > J u > a T U _ J N � oo Q 1 DETAILS FOR MANHO VARIES 17-1 9" 3'-0" MIN 9" CG103 CG501 N.T.S. CG10 A —A 16" f 10-3/4" �� NOTES: 1. LADDER OR COMMERICALLY AVAILABLE STEPS INSERTS ARE REQUIRED IN MANHOLES AND INLETS WHERE DEPTH EXCEEDS 12'-0" IN DEPTH. 2 STEPS SHALL PROTRUDE 6" FROM THE INSIDE FACE OF THE STRUCTURE AND SPACED 12" ON CENTER OR PER MANUFACTURE RECOMMENDATION. 3. STEPS SHOWN IS A NEENAH R-1981-J2-D STEP INSERT. OTHER COMMERICALLY AVAILABLE STEP INSERTS WILL BE ACCEPTED AS LONG AS THEY MEET OR EXCEED THE DIMENSIONS SHOWN. CG501 N.T.S. LE STEP DETAILS NOTES FOR STORM DRAINAGE MANHOLES AND CATCH BASINS: 1. STANDARD OR JUMBO BRICK SHALL BE USED FOR WALLS CONSTRUCTION OF MANHOLES AND INLETS. SOLID CONCRETE BRICK OR BLOCK ARE OPTIONAL WALL CONSTRUCTION MATERIAL. 2. PRECAST STRUCTURES MADE OF CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI MAY BE USED IN LIEU OF BRICK MASONRY CONSTRUCTION. 3. EITHER CIRCULAR, RECTANGULAR OR SQUARE MANHOLES AND INLETS MAY BE USED IF DESIRED, HOWEVER CIRCULAR STRUCTURES WILL BE REQUIRED WHEN ONE SIDE OR DEPTH DIMENSION IS 6'-0" OR GREATER. 4• ALL STORM DRAINAGE STRUCTURES OVER 12'-0" IN DEPTH SHALL BE PROVIDED WITH STEPS 1'-0" ON CENTER. 5. WHEN DEPTH EXCEEDS 12' OR INNER DIAMETER EXCEEDS 6'-0", USE CIRCULAR MANHOLES AND INCREASE WALL THICKNESS TO 12 INCHES. 6. MINIMUM SLOPES ON THE BOTTOM OF MANHOLE AND INLETS SHALL BE 1/4 " INCH PER FOOT IN THE DIRECTION OF FLOW, UNLESS NOTED OTHERWISE. 7. MINIMUM CONCRETE COVER OVER REINFORCEMENT SHALL BE 3". 8. MANHOLES AND INLETS FRAMES SHALL BE SET IN CONCRETE PRIOR TO THE PLACEMENT OF THE CONCRETE PAVEMENT. EXPANSION JOINT MATERIAL SHALL BE PLACED BETWEEN THE CONCRETE SETTING THE FRAME AND THE NEW CONCRETE PAVEMENT. NOTES FOR MANHOLE AND INLET FRAME AND COVER/GRATE: 1• FRAMES AND GRATES FROM OTHER MANUFACTURE SOURCES WILL BE ACCEPTABLE AS LONG THEY MEET OR EXCEED THE DRAINAGE REQUIREMENTS OF THE FRAME AND GRATE SPECIFIED IN THE DETAIL. LES OR CATCH BASINS 500 /8_� Lr) I 00 L 12 ,1 NOTES: 1. LADDER OR COMMERICALLY AVAILABLE STEPS INSERTS ARE REQUIRED IN MANHOLES AND INLETS WHERE DEPTH EXCEEDS 12'-0" IN DEPTH. 2 STEPS SHALL PROTRUDE 6" FROM THE INSIDE FACE OF THE STRUCTURE AND SPACED 12" ON CENTER OR PER MANUFACTURE RECOMMENDATION. 3. STEPS SHOWN IS A NEENAH R-1981-J STEP INSERT. OTHER COMMERICALLY AVAILABLE STEP INSERTS WILL BE ACCEPTED AS LONG AS THEY MEET OR EXCEED THE DIMENSIONS SHOWN. MANHOLE STEP DETAILS 1 N.T.S. HALF PLAN 1 1/4„ 41 /4,. 2'-9 1/2„ 4" 2'- 3" 6" e . MIN c '• FOR MANHOLE F COVER 4" '� 2'-0" LARGE LETTER 'D' SHALL BE CAST IN CENTER OF COVER i N 7L— — — — — — — — 1 5/16" 2" 1/4„ 1 1/4" TYPE "E" CATCH BASIN FRAME & GRA N.T.S. NOTES: 1. WATERWAY OPENING SHALL BE 288 SQUARE INCHES MIN. SIMILAR FRAMES AND GRATES DIFFERING ONLY IN NON -ESSENTIALS DETAILS WILL BE ACCEPTABLE. WEIGHT OF GRATE TO BE NOT LESS THAN 160 LBS, 2. ADA COMPLIANT GRATES SHALL HAVE OPENINGS 3,6" MAX. IN WIDTH. AN EXAMPLE OF AN ACCEPTABLE GRATE IS THE 24" X 24" NEENAH R-4808 GRATE. C.I. PIPE— t8"X18"X8„ TO SURFACE CONCRETE PAD 00 Z EARTH -FINISHED GRADE 7 ST0 PERYPE o �'--CLEANOUT 900 ELBOW SEE PLANS FOR SIZE AND LOCATION CLEANOUT IN EARTH AREAS FINISHED GRADE (PAVED) SCREW TYPE STOPPER —FRO APR APR 0 5 2011 DW() FOR SIZE, SEE SITE PLANS— "Y" OR DOUBLE "Y" BRANCH PIPE PLAN VIEW FOR CURB wrA INLET COVER iv Q iii�lc.l. PIPE SEE PLANS FOR > TO SURFACE SIZE AND LOCATION 6„ CLEANOUT o Llr7 _ ---4� MiN HALF SECTION 1 " :.....:..':•` 3' CURB INLET /2 D HALF SECTION SECTION 2'X2'-6"X12"— 3/7AW11 TURF AREA NOTE: CONCRETE PAD 21-6"� f;/ssoio 1. APPROXIMATE WEIGHT OF FRAME AND COVER 300LBS. CLEANOUT IN PAVED AREAS MANHOLE FRAME & COVER CLEAN OUT TO DETAILS FOR TURFED AREAS r� GRADE DETAIL (C.O.T.G.) N.T.S. CG501 N.T.S. US ARMY CORPS OF ENGINEERS SAVANNAH a > � m 0 0 N W N Q N ❑ z 0 a a U m W w > w 0 z w w d' 0 w 0 w cn > w of J m w 0 o w w z U o z ou Uo a ❑ a tz o °cc ¢� O 0 ¢a ❑ W U U Z J m� Q Z Y U Vl H oW ❑ W� �K N Li < Zw �a mco ~ z zm g 0 Q j N LL N N U [if U Ei n a� w z Z ui Zzo FD n U_ Q = is z 0 z w C/) Z Os �0Q V6 Qaco U uj z co 0 0 E a U J Q 2 0 o 0 w z wQ 0 m LL 0 � U) 0 w PLATE REFERENCE NUMBER CG501 EET 031 Y Y FOR OFFICIAL USE ONLY I ! i SSOGNSPECSS SSSYSTIMESS SSUSERNAMESS q 4 SSSYSTIMESS i SSUSERNAMESS e