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<br /> GENERAL NOTES. 1'
<br /> IRON BODY FERRULE WITH BRASS 1, ALL FITTINGS AND D.I. PIPE TO BE M. ��i+l 34' 24• m' D 0 M
<br /> SCREW PLUG, MAY BE FLUSH OR WRAPPED IN POLYETHYLENE AND TAPED -7.- -=--!nt'_._ 25 3/4' 1:›
<br /> w
<br /> RECESSED DEPENDENT ON LOCATION. 2. 5' UNOBSTRUCTED AREA AROUND -
<br /> OOOaDO
<br /> 3, 6YSACKTCONCRETE KICKBLOCK I �"1WI ��� I. 000000013000000 TO
<br /> CONCRETE PAD �' wl a CLEAR I aa0000a000000a T� 33
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<br /> 4. ALL FITTINGS SHALL BE RESTRAINED X s 0 0' B a a 0 a a a 0 a a a 0 a a 0 D D
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<br /> NTORMEGALUG, •
<br /> •liersAll
<br /> 11. 111 /�n0f-1f-1II PLUG
<br /> VAWE BOX �
<br /> LARGER THAN RISER PIPE rc CLEAR
<br /> 1 HALF PLAN
<br /> fti
<br /> 12" MIN, i/3 CUBIC
<br /> RISER PIPE u FIRE HYDRANT PLACEMENT FOR iu
<br /> 6' VALVE BOX YARD 3/4' r c, 5' •.„
<br /> NOTES: CURBWALK ANB S.D !ALK ?
<br /> RI
<br /> SDR 35 D-3034 in WASHED
<br /> PVC PIPE 4' MIN. vI OR 1 t/
<br /> L CLEAN-OUT SHALL BE CONSTRUCTED 6' GATE VALVE ROCK znv �+�rti
<br /> SO THAT THE SURFACE LOAD WILLJrilI• [- r.rH 1' 1'
<br /> NOT BE TRANSFERRED TO THE MAIN. HI' 11
<br /> _ SHRUBBERY SHRUBBERY
<br /> � tt! t 111
<br /> 2. CONCRETE PAD SHALL BE INSTALLED --
<br /> PLAN 3/4=-..- -+�-•.-2 1/2'
<br /> 11=1.11182
<br /> 3/4' -.•.- 24 1/4' -y1.......-3/4, 11SO THAT THE WATER WILL RUN AWAY ..- I - 1'--.- I -+-3'
<br /> FROM THE INSTALLATION. . _��, ��_, (I
<br /> II
<br /> +i + -1/t6' I/16'--I SECTION B-B
<br /> SWIVEL TEE L6' LATERAL (LATERAL ��� X
<br /> THRUST BLOCKHE KEPT CLEAR MUST BE DUCTILE IRON) UNDISTURBED �I• •to 3' jkl
<br /> •��• 3/4' �1 3/8' 1 1/4'
<br /> LONG SWEEP WYE DRAIN HOLE MUST ,,
<br /> BOND SOIL /7 _:�_ %//////i%-
<br /> CONCRETE 4! BREAKER / 2 GENERAL NOTES, 1..8'
<br /> 7/8' --T-
<br /> ENCASEMENT c ' //-
<br /> ..4 BLOCKTHRUSFIR£ 24 1/4' +► 4' T
<br /> .°. 14121,1 HYDRANT I'II aoI�I t
<br /> a a A
<br /> . 1. 5' UNOBSTRUCTED AREA AROUND 1/2' 1/2'RISER° ,.�. n �� SIDEVIE. I
<br /> OL•
<br /> • HYDRANT. SECTION A-A _..1 L�
<br /> z NOTES+ I I
<br /> •
<br /> 1. CS.TI DESIGNATION A-4:NOR GLASS 25, ��
<br /> \ \ , • ~ 2.CASTING TO BE DIPPED ASPHALT BASE PAINT I t
<br /> O • • 0 3.ALL BEARING SURFACES BE MACHINED.
<br /> i II FIRE HYDRANT PLACEMENT FOR 4.LETTERING ON COVER AS EQUIRED (WATER, FRONT VIEW
<br /> A11111111 ,, -13//34'C
<br /> /3 CUBIC YARD MODIFIED CURB, AND VERTICAL SEWER, OR STORM).
<br /> 5. TOTAL MINIMUM WT, APPROX. 405 LBS.
<br /> j CURB AND GUTTER. 6. LIFTING NOTCH 1' x 1 1/4' DETAIL 2
<br /> 13
<br /> 3/4. OR 1 1/2' 7. 24' RING I. COVER FOR 48' DIAMETER LIFTING NOTCH
<br /> WASHED ROCK THRUST _
<br /> BLOCK MANHOLE BARRELS
<br /> SECTION CONCRETE BLOCK HYDRANT SUPPORT SECTION A
<br /> 8. 30' RING 8. COVER FOR 60' & 72' Z
<br /> r D 'D DIAMETER MANHOLE BARRELS 2
<br /> REVISIONS ® DRAWN BY: BATE REVISIONSDRAWN Bl DA E REVISIONSL
<br /> DRAWN BY: „ATE O
<br /> ! `CITY OF LOUISVILLE M.L. JAN, 94 Si CITY ❑F L❑UISVILLE M.L, JAN, 94 CITY ❑F L❑UISVILLEM,L, JAN, 94REVISIONS-1h DRAWN BY: DATE DATEI BY I DATEI BY DATE BY REVISIONSG DRAWN BY: DATE 033
<br /> CITY ❑F LOUISVILLE M,L, JAN, 94 ENGINEERING DEPARTMENT APPROVED DATE ENGINEERING DEPARTMENT APPROVED DATE ENGINEERING DEPARTMENT APPROVED DATE CITY ❑F LOUISVILLE M.L. JAN, 94 m o
<br /> DATE' BY ENGINEERING DEPARTMENT APPROVED DATE I BY D.B. IJAN, 94 BY:D.B. IJAN. 94 BY:D.B. IJAN• 94 DATE BY ENGINEERING DEPARTMENT APPRDVED DATE - - D D
<br /> FIRE HYDRANT
<br /> BY:D.B. JAN. 94 FIHY -1 FIRE HYDRANT INSTALLATION SHEET_$E_OF_$Q_ FIRE FIRE HYDRANT PLACEMENT SHEET_$5_OF_$Q_ HYCLEAR CLEARANCE DETAIL SHEET_ 4_OF_$Q_ BY:D.B. JAN, 94 a 33
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<br /> ' CLEAN OUT DETAIL 1 SHEET_I,Q_OF_$Q_ 5SEW6 24" MANHOLE RING & COVER SHEET_4Z_OF_$Q_ .. m D Z
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<br /> HAND COMPACTED $ LENGTH (SEE TABLE SHEET ll R > G
<br /> GRANULAR BEDDING < 1 Z ❑
<br /> MATERIAL APPROVED GRANULAR 10' TRANSITION C & G 2.0% m
<br /> \ BEDDING MATERIAL AT P.C.R, IF NECCESSARY EXPANSION JOINT 6' VERT. C. & G, SLOPE n T
<br /> •• --+ -4 1/2' I I Alf
<br /> II ' VARIES D :0
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<br /> z _• O ' SECTION A-A z
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<br /> M4 REHAB VERTICAL 1 1/2'R1 - #,Sj - .p,I I-•-1 1/2' FLOW FROM GUTTER
<br /> OPIV
<br /> 12' °'C'
<br /> 1;.•!!.:7' CURB & GUTTER 12' �?Z B 6' VERT. C. & G. I `6� 2.0% SLOPE s
<br /> .o • 12 t/2' EXPANSION
<br /> �� / / i'te•° SELECT BACKFILL 95%
<br /> i I %� TOOLED JOINT JOINT. -...-2,0Z-,-.
<br /> 2.6Z
<br /> \ i o / Al J SEE SHEET 64 OF 77 FOR SECTIONS I_y�
<br /> � iti N z 6' MIN. ArAi‘l/56.
<br /> 2'Z PLAN VIEW ? FLOW TO GUTTER
<br /> %_• SECTION A-A
<br /> 4 1/2' 111r v
<br /> 01NHANDICAP RAMP N0. 3 REBAR 6' LONG WELDED NON-SLIP RAISED PATTERN I
<br /> 6' 1 1/2'- 9 G TO PLATE AT 18' O.C. EACH STEEL PLATE FOR THICK-
<br /> 3` CLEAR 6° MIN,I� GRANULAR 2 ® 15' RADIUS TABLE-1 , ,� SIDE (1/2' ANCHOR BOLT MAY NESS, T,P„ SEE CHART.
<br /> MIN. SQUEEGEE BEDDING 1'-0'--
<br /> TYPICAL TYPICAL WATER & SAN. SEWER MATERIAL 11/2'R.- E6�
<br /> TYPE OF LENGTH OF HE USED.) - �2•
<br /> CONCRETE CRADLE SECTION GRANULAR BEDDING SECTION 11/2'R.� I 1.) LOCAL STREET WALK PLATE
<br /> T� WI TO LOCAL STREET :ALK
<br /> 4'-4' . ./4111111 Ell
<br /> s 111111111111111 d MEDIAN t/2� 112' 4' DET. VARIES EXP. JOINT -• ., ,/' , /8'.a �4,
<br /> `CAREFULLY COMPACTED N.- �,- '�- s" CURB & GUTTER' �' L -� 6' MIN. I t\'4'
<br /> VARIES
<br /> \ ORDINARY BACKFILL `�`'` -_
<br /> / , , EXP. JOINT
<br /> .'': ,0 SEE NOTE 1.
<br /> 1/2' EXPANSION JOINT
<br /> .....L
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<br /> 3' CLEAR ^,
<br /> . _ P.0 R. <TYP.)CAL CURB E MIN. )'-
<br /> Z132.
<br /> °- - ' M4 REBAR _ • STORM SEWER 4'
<br /> 7'- \ 12' O,C. GRANULAR BEDDING SECTION '
<br /> I UNDERDRAIN r 6, EXPANSION JOINT 4' MIN,
<br /> I \\ PIPE 2-0' 2'0' 4'-6' td2 MAX. �4' 6' WHEN FLOW IS TO GUTTER 2 E PLUS WIDTH OF OPENING I
<br /> r I!\ //t(1 ' I E=8' WHEN FLOW IS FROM GUTTER
<br /> \, // ( / I 6•� t 1/2' 6' �- illSECTION B-B W.O. T.P
<br /> COMPACTED APPROVED
<br /> z y.. _ d GRANULAR BEDDING 3' • i TYPICAL �- t 1/2 R. _�
<br /> 7� WIDTH THICKNESS
<br /> ;p� "",,i MATERIAL 3' `•�
<br /> NOTES. CURB & GUTTER �mg \ OF OPENING OF PLATE
<br /> FILTER FABRIC _' AT DRIVEWAY1111Mili4•0A#° ,,, 6` 3/8'
<br /> Gy \ PER THE RECOMMED- ;�� "'�-
<br /> ATION OF A GEOTECH- •.-•N1••• t. DEPTH OF BEDDING BELOW PIPE, MONOLITHIC POUR k.47,4* 6'-12' 1/2'
<br /> UNDERDRAIN PIPE NICAL ENGINEER, D CKMIN,)
<br /> (WHEN REQUIRED) VARIES 2T 8, SMALLER 3'
<br /> STABILIZATION CK 0 RAMP * t
<br /> 6' 30' to 60' 4' DEPRESS BAVERIICAL CURB EXP, JOINT1 h 12' MIN. Y2'-l8'MAX. 9/16'
<br /> MATERIAL 66' & LARGER 6' DETAIL SECTION A-A / 1' CURBWALK %t*
<br /> II
<br /> 2. GRANULAR BEDDING SHALL BE PLACED FROM THE TRENCH BOTTOM TO `, PACK OF WALK r--- td2 SLOPE
<br /> TYPICAL CONCRETE ENCASEMENT NOTE. 1/a' �,/"- TOP of cuRB ' I 13
<br /> AND UNDERDRAIN SECTION THE HORIZONTAL CENTERLINE E THE PIPE,
<br /> TYPICAL UNDERDRAIN SECTION 3. SELECT BACKFILL FROM THE CENTERLINE TO 12' ABOVE THE PIPE
<br /> SHALL BE PLACED IN 6' LIFTS AND HAND COMPACTED TO 95X. 1. AT THE LOW PN THE E EACH MEDIAN, A 1'x4' BOARD SHALL BE USED 70 IIS
<br /> NOTE+ THERE SHALL BE A MINIMUM OF 30' OF BACKFILL OVER THE PIPE BEFORE FORM A SLOT IN THE MEDIAN C. & G. THROUGH WHICH DRAINAGE CAN SEEP. ISOMETRIC VIEW
<br /> ANYTHING OTHER THAN HAND COMPACTION EQUIPMENT IS USED IN THE TRENCH. MULTIPLE CHASE E
<br /> WHEN OPENINGS ARE LARGER THAN l8' ❑
<br /> SECTION B-B E 5
<br /> REVISIONS i CITY OF LOUISVILLE DRAWN BY1 Dar; 94
<br /> REVISIONS CITY ❑F LOUISVILLE DRAWN BY: DATE 94 REVISIONS IIECITY ❑F LOUISVILLE DRAWN BY: DATE REVISIONS ®CITY ❑F LOUISVILLE 'DRAWN BY: 'Dari 94 REVISIONStwill CITY OF LOUISVILLE MRAWN BY: DaN 94 DATESIBYS CITY ❑FLOUISVILL 'DRM,LAwty BY: IDari 9a E DDDATE BY DATE BY DATE BY DATE BY DATE BY m OENGINEERING DEPARTMENT APPROVED DATE ENGINEERING DEPARTMENT .APPROVED DATE ENGINEERING DEPARTMENT .APPROVED DATE_ ENGINEERING DEPARTMENT .APPROVED DATEENGINEERING DEPARTMENT APPROVED DATE 2_95 M L. ENGINEERING DEPARTMENT APPRDVED DATE
<br /> BY:D.B. JAN. 94 I BY:D.B. JAN, 94 BY:D.B. JAN. 94 -
<br /> BY,D.B. JAN, 94 I BY'GB, JAN. 94 BY:D.B. IJAN, 94 m D Z
<br /> STORM SEWER STREET CURB & GUTTER HANDICAPPED CURB RAMP SHEET_Z2_❑F_$Q_ I SIDEWALK CHASE SHEET_�Z_OF_$Q_ sTR1I SIDEWALK CHASE SHEET_�$_OF_$Q_ z z ❑
<br /> WTR2 PIPE BEDDING CLASSES I SHEET_15._OF_$Q_ sTlatY .� TYPICAL TRENCH SECTION SHEET_44_°F_$Q_ STI9 I SHEET_EE_OF_$Q_ STR16 - _ 1 STR10 1
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<br /> �' a l b12 td2 F1 +fir JOINT �A' I
<br /> o I MAX. MAX. 9 9 S
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<br /> MONOLITHIC POUR ', 4 ,.O Ai
<br /> x ----t- j- NOTES SECTION A-A �� ���
<br /> CI
<br /> //\/ 0 1 1. CONTRACTION JOINTS ARE REQUIRED AT EACH SIDE OF WRAPPED SECTION AND EVERY ii NO
<br /> 1/4' LIP- 10' (MAX> ALONG THE DRIVEWAY, 0 d
<br /> 2. EXPANSION JOINT REQUIRED IF CONCRETE DRIVE IS USED BEHIND CURB CUT, @I
<br /> 3. BACK OF CURB CUT EXTENDS TO BACK OF WALK OR BIKE PATH,
<br /> CO / 4• NO END OF CURB SHALL BE CONSTRUCTED WITHIN 5'-0' OF A PROPERTY LINE
<br /> Qom) ... „ �^��^I J ELEVATION OR 30'-0' OFA PROPERTY CORNER,
<br /> 5, TRAFFIC ENGINEER SHALL APPROVE LOCATION OF CURB CUT BEFORE CONSTRUCTION. W rn
<br /> 6. 6 SACK CONCRETE WITH FIBERMESH REQUIRED. '- 'D 13 Z
<br /> TYPE OF CUT iWIDTH OF I TOTAL I MINIMUM
<br /> Y-1/2'-VERTICAL CURB '.N+1 Z///41[-� CURB CUT WIDTH THICKNESS ..- w w Z
<br /> 1' CURBWALK r O W W W
<br /> LO N SINGLE FAMILY 16'-16' 22'-2 ' 8' Z y w x 0
<br /> r' A MULTI FAMILY 16'-25' 26'-3 8' �'ti O I'rl
<br /> ^OMMEt C1AL 30'-40' 40'-50' 10' O Z
<br /> u� REVISIONSLDRAWN BY: DATE REVISIONS ■ AI I EYS DRAWN BY: DATE e' REVISI❑NSEDRAWN BY: DATE o O ? 0
<br /> 33 0
<br /> DRAWN BY: DATE CITY OF LOUISVILLE M.L. JAN, 94 l `CITY OF L❑UISVILLE mt. .JAN, 94 CITY OF LOUISVILLE M.L. JAN. 9a D D
<br /> rn REVISIONS CITY OF LOUISVILLE IM.L, IJAN, 94 DATE BY DATE BY DATE BY ° o n 9
<br /> DATE BY ENGINEERING DEPARTMENT APPROVED DATE ENGINEERING DEPARTMENT APPROVED DATE ENGINEERING DEPARTMENT APPROVED DATE ENGINEERING DEPARTMENT APPROVED DATE D D r
<br /> Q Illa
<br /> BY:D.B. JAN, 94 2-95 M.L, BY:D,B. JAN, 94 D
<br /> BY:D.B. JAN, 94 BY:D.B.DBJAN, 94 g { > N
<br /> - I HANDICAPPED MID-BLOCK RAMP RAMP DRIVE FOR CURBWALK T ' 1 STANDARD RAMP DRIVE z o
<br /> ' CURB STOP INSTALLATION I SHEET_$$_OF_$Q_ I ` STR20 SHEET_7 _❑F_$Q_ I ` STR12 SHEE:_69_OF_$Q_ sTR13 _ SHEET_7Q_❑F_$Q_ _I m z W
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<br /> F- PREPARED BY: Drexel Barren. & CO. En sneers SUrve OrS PREPARED FOR: PROJECT INFO: DESIGNED BY: REVISION DESCRIPTIONS DATE DRAWING INFO, !DATE: JOB N0: SHEET . m z '16 ,, X
<br /> .. D AACHR. CONSTRUCTION C PROPERTIESLLC °LE MAY 1998 -
<br /> .. .,,, .., g' SMAN , DRAWN 8YL27 3
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<br /> o t.n ,-jzzr.mm. 4g4O PEARL EAST C'4CLE, SUITE 114 BOULDER, COLORADO 80301 (303) 442-4338 P.O.POBOX 772 'TI
<br /> E 5018 D o cw
<br /> a�a<.....„.., v _ NIWOT COLORADO 80544-0772 CL DETAIL SHEET
<br /> co Baa =..o.. 6365 CORPORATE DRIVE` COLORADO SPRINGS, COLORADO 80919 (719) 260-0887 303 449-0077 CENTENNIAL VALLEI�
<br /> �� SCALE: D AWING NO.: SHEETS 1 T
<br /> a°° ' ('AAAA 5401 W. 10TH STREET, SUITE 100A GREELEY, COLORADO 80634 (970) 351-0645 CHECKED BY; I H' AS SHOWSD •
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<br /> AM H RI MAN V 0 0 n
<br /> '�° �"°°°' CONTACT: JAMES B. C S
<br /> °°°°°° °�° � LOUISVILLE, COLORADO v: tt
<br /> �, „a. . .> Qk..° CONTACT 1
<br />
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