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Home My WebLink AboutSW6221102_Plansheet D-5 - Misc. Detail_20221128d rM LO I N N L QI F- 0) 3: Ui _J F- LLJ n 0 U) I O a1 C_ 3 a ,v 0 / Q, 41 CD a� Q N N J O / t7 Z 0 0 Q ¢ H= ,UU LLJOH 0065=z 1 II III 1 QUA_ " 1 11i1 II I I O[--LL�Jz3Hwj L99 = .> 90 00 tl 0 111 I11 I r 1111 II I I SIDEWALK ___ SIDEWALK L — — - SEE NOTE 12 NOTE 4 SEE NOTE 10 4'-0" (TYP) ;LK STOP LINEz CO SIDEWA *3:[4'-0" IDEWALK � SIDEWALK �, 'SIDEWALKSEE cc NOTE 1 (TYP) LL oC Uj NOTE 3 o STOP LINE iD CC: SEE NOTE 4 ,� \ z _ SEE NOTE 10 \ H = ----— ----- \�`\\� — — — =AIDEWALK ,, Ir O Z \\�\ ¢ O < DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS ca PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONSCC ` Z U DETAIL SHOWING TYPICAL LOCATION OF CURB Cl) LU RAMPS PEDESTRIAN CROSSWALKS AND STOP LINES 0 O CL O O - ROADWAY PLAN SYMBOL - C R - PROPOSED CURB RAMP W/ LANDING ALLOWABLE LOCATIONS FOR PROPOSED PROPOSED OR FUTURE SIDEWALK ------------------- DUAL RAMP RADII........... ANY CURB RAMP - SHEET 2 OF 3 848.05 i GRASS MEDIAN OR CONCRETE ISLAND 2 6" g FC .A EXPANSION JOINT 9" 9„ 1B" Z U:) RADIUS Q Q ;4" RADIUS U H F- 00Cn3: 840.03 FRAME, GRATE AND H000 N I = O Q JOINT > 1$d" RADIUS tilt" RADIUS w < <LL = Q.V �� CD SECTION - AA o vn = VAR. VAR. 9" O_ O B 3'_tY2„ t0, 0„ 9" ID e" TO 2._0.. , o 1,_6„ LSD RADIUS -4". RADIUS C - I " RADIUS PLAN 194" RADIUS LU SECTION - BB o Q - — � LL Co C'3 NL=o --- --- - - Z Z Q DEPRESSED GUTTER LINEIr =2 ¢ Q m EXPANSION JOINT I I I EXPANSION JOINT =p (� SEE STANDARD NO. 840.01 OR 840.02cc ELEVATION oPPss �� 0P5t� o LL L¢" RADIUS - ir,� _ O OZ (- 3" RADIUS .�� A 07 tR" RADIus o�GP� OY > ui tPaOPPO 10 �P Y �PSZN ¢ Q O 2,_A„ 5 oR 0 GpCO C) Fi O 1 9 E FO ccSECTION - CC g �i4'iga'� Fm o �PQEP ?POlop, S 10 4P�5'L�S GONGP�•( SHEET 1 OF 1 1'-6" CURB AND GUTTER 1852.051 SYM. DESCRIPTION DATE z TOP OF FILL TOP OF FILL. TOP OF FILL O O H r F- GROUND LINE H GROUND LINE H GROUND LINE - H LL0 H U 00co=Z m=rn=ucur==eu=ar�r�nr= Rr=4r.=n_ar_ sm_agrr�ni_ W < m �grHu_rrr_=m_ar_ru®D+= Q Z LL = 1-U<OOe in m <[ COMPACT AFTER - "' "' COMPACT AFTER � _)- z H PIPE IS PLACED - — - - '=t ' _ — - '° PIPE IS PLACED LLI &PRIOR TO u+ ie O LL HO •--t PLACEMENT OF TYPE 2 + r,r r &PRIOR TOcc a FILL •ur GEOTEXTILE -1 - JAI n PLACEMENT. OF O O O CC :',•. = FILL z H ra - > rnargn=rir l• I.D. 6 MIN. r -- / 1 ("- r NOT LESS LD./6 MIN. I.D./6 MIN.-'=u,=n,=urp�rr_ rq_n,_rrr THAN 6" rr, ",_w_"l=trr=rrl_ rn=_rD_ru- EARTH I QO NOT LESS THAN 6" O.D. + 3' NOT LESS THAN 6" - 3/2" PER FOOT 0 'H' BUT NOT LESS THAN 12" ROCK O.D. + 3'. NOR MORE THAN 24" O.D.-+ 3' NORMAL EARTH FOUNDATION ROCK FOUNDATION AS DIRECTED BY ENGR. PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION TOP OF FILL TOP OF FILL - TOP OF FILL Z O 1-i o I— MIN.O.D.H MINO.D.MIN. O.D. . .- MIN. O.D. LL MIS N. O.D.E T H MIN. 0.0. ._ _— O---.__ _ � ''�—� , GROUND LINE 1 !�GROUND LINE -1 �•r H Q GROUND LINE- 7EGEOREXTILE 2 _____-- — - - — _ _nrTPACT AFTER g--.� •. _ 1 - p H 0- '- m4 •. ,'•• '4•' , •• ❑, —PIPE IS PLACED 1 �' ' •. ,p 1 Uj COMPACT AFTER I.D./6 MIN. _ PLACEMENT & PRIOR OOF Cr J • •. .. _ PIPE IS PLACED Q W PLACEMENTOOF NOT LESS THAN 6" 1III;F51II="r _rn;rrt_ ra _rrl=n, FILL I.D./6 MIN. rrr_I!r_u _"l,r,r_ rrr _ur=_rrr �AS DIRECTED 0 a m FILL O. D. + 2' I.D./6 MIN. NOT LESS THAN 6° MIN. O.D. MIN. O.D. BY ENGINEER Z ~ X NOT LESS THAN 6" O.D.+ 2' Q a W h" PER FOOT OF 'H' F- NORMAL EARTH FOUNDATION ROCK FOUNDATION BUT NOT LESS THAN 12" coNOR MORE THAN 24' {L PIPE ABOVE GROUND UNSUITABLE MATERIAL FOUNDATION Q O GENERAL NOTES: j I.D. =THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. - DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS ¢ O BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST.3 FEET OF APPROVED MATERIAL. O = O.D. = THE. MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. — - — - - SPRINGLINE OF PIPE _ W H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ® SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1 �" ALONG THE PIPE FROM THE TOP OF THE PIPE TOTHETOP ABOVE AND BELOW SPRINGLINE. - OF THE EMBANKMENT AT THAT POINT. - APPROVED SUITABLE LOCAL MATERIAL. TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. ,rFyrr_=ur_rr UNDISTURBED EARTH MATERIAL - LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. SHEET 1 OF 3 ACCOMPLISH COMPACTION. 300.011 00.0 DETAIL SHOWING TYPES OF GRATES 2'11 USE ACCORDING TO WATER FLOW. LL fl- TYPE "G1l TYPE "Ell TYPE "F" L C6\ —+-- WATER FLOW - SAG — WATER FLOW --------------------------------- 1%2" 23,/4 O FH- Q H00V 1" OOaSz z �0<oC 1 9%8;, 1 =~zw fA)-�O J 19 z > CL i oUj O - � 1g/Ir — — — — — — — — — — — — — — — — — — — — — 1/2 �8+ SECTION B-B --------------------------- ----- 13/4 21/„ Z —� WATER FLOW SAG WATER FLOW O O Cl) VIIA SECTION A -A U_ = m TYPE "Fit TYPE "E" TYPE "Gil 9 TYPE E Q Z Q RAISED FLOW ARROW °C Q U RAISED FLOW ARROW 23/4't �ft---.--- l %6" HIGH 23/ _.I ., /fill HIGH -� L—L. D � oc W o Q Z O O - m\ Z Q O 1 cm 1 %2,r *- *- 'I C7 1 _ r " r _ 1/ " r\o Q W cLoLW Q' O � � 1% `cv 4 13/ rl $ Q Q O ,r 13/' r.-I %$n 2 1 %2"R 1 ,r _ ( Cr 2 -113/4 {� 2'-113/4" �$ O %2»"� ��I �$it 1 �2" —L 13ZA SECTION A -A TYPE - F TYPE G 7 SECTION A -A SHEET 2 OF 2 840.03 CROSS SECTION (1209 R Engineering, 150 S. Page Street • Southern Pines, NC 28387• (910) 684-8646 • Cert. No. P-2587 Z TOP OF FILL TOP OF FILL TOP OF FILL O O ¢ Q 5 GROUND LINEf-4 . H GROUND LINE H GROUND LINE H LL _J Q_1--t Z Or_jw 77C - al�trt��l_I/tom=Ill�ar�'fl:I/lam Irl=ll,=tf_ttr� trl�9grrftf_ Itl sr/la �l_Iif� slll�flgll-.flr� W ¢ ¢ (.L= t in t nr , m QU=00, inIr-r a ur en rn H H COMPACT AFTER - _ COMPACT AFTER PIPE IS PLACED I - — '_! ' - — '�' PIPE IS PLACED � )_.., LL 0 J & PRIOR TO it w TYPE 2 R' C - r & PRIOfl TO CC PLACEMENT OF l = PLACEMENT OF O HQ a FILL _ •m GE07EXTILE _ �' FILL Z H� -jj� cruar>_ur=fir r I.D.16 MIN. rh •• •'a - ~H I.D. /6 MIN. J •.•. • • • •. •• •: NOT LESS - d NOT LESS THAN 6" I.D./6 MIN. rtl=••r_fr!_ fit r_ la=Mtn=,lfl THAN 6" Iq[11=01=fit=111y11 of=u _ur EARTH WO O.D. + 3' NOT LESS THAN 6" L2" PER FOOT A ' O BUT NOT LESS THAN 72" ROCK 0•D• + 3' NOR MORE THAN 24" O.D. + 3' NORMAL EARTH FOUNDATION ROCK FOUNDATION AS DIRECTED BY ENGR. UNSUITABLE MATERIAL FOUNDATION TOP OF FILL rut• Ur t'ILL wr ur r1Ll Z O H H H.. H _ LL Q GROUND LINE GROUND LINE Z MIN. O.D MIN. O.D. —� MIN. O.D. MIN. O.D. MIN. O.D. IN. O.D. GROUND LINE - - — - — - - — TYPE 2 — _ _ ♦ - �--�"�,--- •.� � � _ GEQTEXTILE � � - — — !•� � N W ul=nr, rF=rrr_nr_nr-a-,u 7r• _ COMPACT AFTER p• _ ll 1..� H _ .t'.. _ 1 . :.)•'_' _ .,. i, PIPE IS PLACED }•' It 1 O d & PRIOR TO _ • �—I.D./6 MIN, '- PLACEMENT OF • • .• • . ..• • - CC W NOT LESS THAN 6" `n,_m_nr=ln_DI_ ra=nf_nr FILL ru=rn_.rn=ur=urc rrr_rR=_Dr Q. I.D./6 MIN. LAs DIRECTED Z H O COMPACT AFTER O.D. + 2' .D.16 MI7N +L NOT LESS THAN 6" MIN. Q.D. MIN. 0.0. BY ENGINEER H PIPE IS PLACED NOT LESS 6' O.D. 2 Q a, & PRIOR TO 112" PER FOOT OF 'H' (- - BUT NOT LESS THAN 12" CA PLACEMENT OF ROCK FOUNDATION NOR MORE THAN 24" LL PILL NORMAL EARTH FOUNDATION PIPE -ABOVE GROUND UNSUITABLE MATERIAL FOUNDATION � o GENERAL NOTES: DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS <C O Z.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN .PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. — — - SPRINGLINE OF PIPE UJI H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS II, - G - ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP ® BELOW SPRINGLINE. OF THE EMBANKMENT AT THAT POINT. APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE. TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. aq,lE3frr_It UNDISTURBED EARTH MATERIAL LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 }'•'�.: SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE • FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. SHEET 2 OF 3 - UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL - ACCOMPLISH COMPACTION. 1300.011 FLEXIBLE PIPE Round Corrugated Steel Pipe 2 2/3 x Y2 corrugation ** Diameter Minimum cover Maximum Height of Cover (feet) inches inches (Ga) 16 14 12 10 8 12 12 224 256 15 12 162 204 18 12 135 169 239 21 12 115 145 204 24 12 100 126 178 30 12 79 100 142 36 12 65 83 117 152 42 12 55 70 100 130 160 48 12 48 61 87 113 139 54 12 54 77 100 123 60 12 69 90 111 66 12 81 100 72 12 74 91 78 12 81 84 12 69 Round Corrugated Aluminum Pipe 2 2/3 x 1/2 corrugation ** Diameter Minimum cover Maximum Height of Cover (feet) inches inches (Ga) 16 14 12 10 8 12 12 123 155 218 281 344 15 12 98 123 174 224 275 18 12 81 102 144 187 228 21 12 69 87 123 160 195 24 12 60 76 108 139 171 27 12 67 95 123 151 30 12 60 85 111 136 36 12 50 71 92 113 42 12 60 78 96 48 12 52 68 84 54 12 46 50 74 60 12 50 62 66 12 51 72 12 41 ** FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION. REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS CSP - AASHTO M36 CAAP - AASHTO M196 HOPE (Minimum fill) 2' for pipe diameters >_ 12 and < 60" HOPE - AASHTO M294 & HP * (Maximum fill) 20' for pipe diameters < 24" PVC - ASTM F949 or AASHTO M304 17' for pipe diameters a- 30" and S 60" PVC - * (Minimum fill) 2' for pipe diameters >_ 12" and < 36" NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING * (Maximum fill) 30' for pipe diameters >_ 12" and < 36" AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE V MINIMUM COVER FOR ALL SIDE DRAIN PIPE TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS RIGID PIPE RCP - * (Minimum fill) 1' for Class IV & CLASS V 2' for Class III & Class II REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS * (Maximum fill) 10' - Class II pipe RCP - AASHTO M170 20' - Class III pipe 30' - Class IV pipe 40' - Class V pipe (For fills > 40' & < 80' use LRFD Direct Obsign Method) NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 50' RIGHT OF WAY TO BACK OF 50 24- 22' STREET 1 CONCRETE 1 • ••SLOPE •� - �..-..ter--r-.r r r ��:t i• f •�1 -• :• t l�f- f t t t- t 1 t t" t t I t t t I I F t t t' t t I t t! f t_ t t- !-t f- t- t I t I t t t t! t I.'I- t t ►:.�� :. �r..� �.+g� t J :f •• f�.• :1 �t • f*-• t i t i! i :• t♦ t t hf t f t t t t t 1 - -- - Oil F t 1 t 1 1 1 I t 1♦ t l I 1 t t I I'• t t I t t• t♦ I t i�•t •- 1 tJ • 1�.•�:I�.%t • • t :1 • I a t_ t_ I- t t 1t 1- tt 1 1 tt . I •w ..� 1 - i •III_�I�I�I_�I:.I�.1�I�I�I^'I:'�'I�t_ tI I t�1�t�1�11I t 1_�i_ I� i • ' • 1 - • • t ��J�1J_I_1=1�►a��_i_t_r_f=i:e=;i ': '. ��>'�'� �'•r•�•: :-..�,..� _ -_-_- _ _�_� _ _ .-�:.r.�:.�ty�t:.'�=1_I_� t_t_trl t I�R:,��.1:.�: -i • 1 1 •1 1 • -•.r -• • • - -•�r r IMPROVEMENTSUTILITY MISCELLANEOUS • -ATE ' • FOR CONSTRUCTION Z O O F- ¢¢ ,Z-t0C=.'SV LL_ -i O " 0 0 cn = z ¢ U 0 H F- C~LLOJ h 0000C Z H _ Uj H W 0 f 0 Z O N LL J J F-L Q w j� J cc o Z H N W _ ¢ CD Z M W �EL = O LL J ¢ O LL ¢O 0 = F— W r SHEET 3 OF 3 300.01