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<br /> IW
<br /> n
<br /> VARIES o
<br /> SPACING VARIES DEPENDING oL. Imti
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<br /> 33
<br /> ON CHANNEL SLOPE �� 1p,M'AX. C. TOC 6"MESH SPACING)FENCEWOVEN WIRE (MIN 141/2 GAUGE,MAX I -•Lei o o
<br /> • • 1101'11111' + c
<br /> A 36"MIN. FENCE POSTS, 'T'n
<br /> • O •
<br /> IINI:m°11M
<br /> ..' DRIVEN MIN. 16"INTO 1 "' ®o "'"�4•�4 SAME ELEVATION - CREST ''..,I'I' GROUNDFRAME AND GRATE -
<br /> •:` 111••..., 2"x4"FRAME AT TOP OF STAKES o c rr�
<br /> TOE ] 1 c�
<br /> IMMIMMI
<br /> �m
<br /> .,�• O • l III
<br /> y mQ
<br /> •1(!.�� 33 71 E
<br /> imom I HEIGHT OF FILTER -" m
<br /> 'rIr -1_T_I� _ a. imi, 16"MIN. FLOW FLOW w
<br /> A ` I ! 111 I !_1- I I_ 1 Maim. um
<br /> SII: ► I m rR
<br /> PROFILEcn XI
<br /> o� -L I
<br /> NTS o
<br /> ��' 6"MIN.
<br /> --,_ : 1:,',:.:::''::.:‘1.- ','':',:‘''::::',',.::':::'',"...,'::T:.!.:: ' T 1 ''
<br /> 4 1/2x► _ ) \ 5" -
<br /> 5 o, - - - T)
<br /> B SILT FENCE 1_,
<br /> ` \�� .rJ
<br /> N
<br /> SEE DETAIL " z1, \ 1
<br /> 9"MIN. �*i-i ♦ 36"MIN. FENCE POST
<br /> • • ��/ • 5 2 , 2 , FRAME AND GRATE I ., UNIFORM MIX OF 1/4"TO 1"STONE I-t-I �.- 4" .
<br /> 5" irl
<br /> '
<br /> io
<br /> �„ Q O MIN. „ WOVEN WIRE MESH FENCE
<br /> Ir O ♦ 1 1 24 MAX ( T 2X4 WOOD FRAMING(TYP.) _ c ` Illii -.� 4" f_ I -
<br /> QOO (14 1/2 GA. MIN.,MAX.6 MESH ""''
<br /> AT CENTER a r::::.:: .
<br /> • FILTER FABRIC SPACING)WITH FILTER CLOTH I EXISTING PAVEMENT SECTION �' \',
<br /> O D O• OVER 'B ,nc-1_ o n,e 1 [ z j�/��j��%4._A
<br /> SECTION A-A I N iii
<br /> `'=�• 1'3 3/4" 1'4" 4" 1'-4" 1'-3" Revisions: Date: 1
<br /> ,y:.
<br /> FILTER FABRIC ►'a•-• q
<br /> NTS FLOW
<br /> ,•-: :: + 41/2" 41/4" 1 REVISED PER CITY COMMENTS 1/11/061
<br /> 4
<br /> SECTION B-B '� :•af,t1 !.: :.
<br /> NTS EMBED FILTER CLOTH I I • WEEP HOLES FOR y " " .t
<br /> CONSTRUCTION SPECIFICATIONS MIN,6"INTO GROUND \ qo z DEWATERING LAP SILT FENC 6'-31/2 31-10 1/4 2 REVISED PER CITY COMMENTS 2/24/06
<br /> I 17. W1i_ UNDER STONE(fYP,)
<br /> I-IREVISED PER CITY COMMENTS 3/31/06
<br /> 1.STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, CONSTRUCTION SPECIFICATIONS: 3
<br /> GRADES AND LOCATIONS SHOWN IN THE PLAN.; 1. CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION. PARKING LOT DRIVE AISLE
<br /> 2.SET SPACING OF THE CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST CONSTRUCTION NOTES FOR FABRICATED SILT FENCE 4 REVISED PER CITY COMMENTS 4/21/06
<br /> OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 2. REFER TO SILT FENCE DETAIL FOR INSTALLATION REQUIREMENTS. STOP BAR DETAIL
<br /> til
<br /> 3.EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS POSTS: STEEL EITHER"T'OR"U" 3. REMOVE ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED. rJ I
<br /> TO PREVENT CUTTING AROUND THE DAM. WITH WIRE TIES OR STAPLES. TYPE OR 2"HARDWOOD
<br /> 4.PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE: WOVEN WIRE, 141/2 GA. (ALWAYS WHITE)
<br /> AND EROSION WITH STONE OR LINER AS APPROPRIATE. FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. 6"MAX.MESH OPENING N.T.S. 6
<br /> 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER FILTER CLOTH: FILTER X, INLET PROTECTION IN PAVED AREAS DETAIL
<br /> CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES, THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED, MIRAFI 100X,STABILINKA 7 0'
<br /> T140N OR APPROVED EQUAL N.T.S.
<br /> 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL a CI
<br /> MAXIMUM DRAINAGE AREA 2 ACRES. REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE, PREFABRICATED UNIT: GEOFAB, ;° �° 8 -o 33
<br />! ENVIROFENCE,OR APPROVED -• ,• �°°" I m o
<br /> CHECK DAM EQUAL w �a:` �� �, ®Ls .f
<br /> :q-.8 ;� °: °aw •,. e 9 � �(7
<br /> SILT FENCE DETAIL 7. ` a. ax 33,,--1
<br /> N.T.S. " • m m o
<br /> •
<br /> SECURE LIFTING LOOPS TO OR °'', o '"' �'a, `;°m
<br /> N.T.S. d
<br /> ,// UNDER SUROUNDING SURFACE, " ;2' r _
<br /> •:4'
<br /> d • '. .. .1• •..i...:
<br /> s' • ...4•...'°. •• • ��"® ��r '� it;. -+ ®O C
<br /> RZC� I I
<br /> -11-f I �L 1 1 1 1 I I1"r I SAWCUTS ...••
<br /> �;:. . ; °•' " `� ®••. �,. 1�ae
<br /> \\�4j `C�'O INLET GR AE ����������� 4 .• �7-.°:•:•!:..': :4.. p:,e K. ` �� � CM K
<br /> W Z rr�
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<br /> \\\ j \���`��`�`��`'' �` 2"X2"X3 4" •• Ja° -• a' • O
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<br /> :',000;;;;°
<br /> ` '' • ®'°� ,f•�`..• a • to • o�..�`\ i / ♦m.
<br /> RUBBER BLOCK <' e " D/� //'/////k<
<br /> i ♦ ATYP a..3a �® ••• •��� i �� � LOOPS SIZED FOR � ° a" ,:*^�• • 4 - *0 E',�a14, ®�p� 4�/ /� / \ 1" REBAR. LIFT :aa•' ,. r: • :4 . ° " Z ;r L
<br /> /�� / \ \ FILTER BAG FROM `' 1/4" BRIGHTLY :°^ " , •P . ' Seal �'" "' Seal
<br /> \ INLET USING REBAR COLORED NYLON ROPE + ,<." ` a••°. •••••.. ,h °`•
<br /> /o�j/ „j7/ "\ FOR HANDLES, `'� EXPANSION RESTRAINT •
<br /> // \\ 4Z0 1, EMPTY FILTER SACK WHEN BRIGHTLY COLORED
<br /> CONCRETE APRON PROJECT MANAGER DATE
<br /> 0� /\ OVERFLOW HOLES !�
<br /> EXPANSION RESTRAINT CAN NO LONGER BE
<br /> SEEN.
<br /> (OPTIONAL) 2"X2"X3/4' 2. GEOTEXTILE WILL BE WOVEN POLYPROPYLENE
<br /> MASS GRADE ELEVATION EXCAVATE AREA(AS REQUIRED) o- RUBBER • FABRIC THAT OPENING FOR PIPE TO BE PRECAST
<br /> SIDE SLOPE 2: 1 GEOTEXTILE BAG �, �'/BLOCK REQUIREMENTS EN TTHE SPECIFICATIONS TABLE, CONNECTION TO BE SEALED WITH MORTAR PROD ENGINE / RCHITECT DATE
<br /> FOR INLETS IN PAVEMENT FOR FIELD INLETS 1/4" BRIGHTLY Ni f (TYP)
<br /> 3, AN OIL ADSORBENT PAD OR PILLOW CAN BE //�/O�
<br /> _ ;,_, COLORED NYLON ROPE ` PURCHASED WHEN OIL SPILLS AREA CONCERN, 11 1
<br /> 'I'l;��i- . . .I" :r :;-:11 4 EXPANSION RESTRAINT d
<br /> :)'
<br /> _ 4, INSPECT PER REGULATORY REQUIREMENTS,
<br /> ' LOOPS SIZED FOR r 5. THE WIDTH, "W", OF THE FILTER SACK WILL PROJECT DESIGNER DATE
<br /> REBAR. USE REBAR L Dep MATCH THE INSIDE WIDTH OF THE GRATED 9
<br /> EXCAVATED DEPTH, FORA HANDLE TO TN INLET BOX, q
<br /> GRAVEL-SUPPORTED BY a • - - - - L ,-1
<br /> MIN. 11-MAX.2' C EMPTY FILTER SACK '(1 O V 6. THE DEPTH, "D", OF THE FILTER SACK WILL BE �
<br /> BELOW TOP OF INLET HARDWARE CLOTH TO ALLOW AT A SEDIMENT COLLECTION LOCATION- / d BETWEEN 18 INCHES AND 36 INCHES. •
<br /> WEEP HOLES FOR DRAINAGE AND RESTRICT .6 7. THE LENGTH, "L", OF THE FILTER SACK WILL t -
<br /> DEWATERING SEDIMENT MOVEMENT, INLET BOX, nPne Engi• neering MATCH THE INSIDE LENGTH OF THE GRATED INTO THE MANHOLE ONLY TO P g
<br /> i STORM SEWER TO EXTEND Co right 2006
<br /> i� ELEVATION VIEW "-°�.'; """�¢�
<br /> A POINT WHERE OUTSIDE OF
<br /> . • - °° • y'�� INSTALLEDIFLE ILTER SACK SEWER MEETS THE INSIDE WALL Drawing Alteration
<br /> CONSTRUCTION SPECIFICATIONS: v ' . . a •• - OF THE MANHOLE
<br /> • ° ' It is a violation of law for any person,unless acting under the direction of
<br /> •
<br /> 1. CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION. licensed Architect,Professional Engineer,Landscape Architect,or Land
<br /> LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
<br /> !F a a � ' , Surveyor to alter any item on this document in any way.
<br /> 2. GRADE APPROACH TO THE INLET UNIFORMLY AROUND THE BASIN. �c>. a ° ° .a a • PROPERTIES TEST METHOD UNITS
<br /> h'�� Any licensee who alters this document is required by law to affix his or
<br /> 3. WEEP HOLES SHALL BE PROTECTED BY GRAVEL. .r ,, GRAB ENSILE STRENGTH ASTM D-4632 300 LBS her seal and to add the notation"Altered By"followed by his or her
<br /> • GRAB TENSILE ELONGATION ASTM D-4632 20 signature and the specific description of the alteration or revision.
<br /> 4. UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA,SEAL WEEP • ° PUNCTURE ASTM D-4833 120 LBS
<br /> HOLES. FILL BASIN WITH STABLE SOIL TO FINAL GRADE. COMPACT �� ° • a. `,aa , MULLEN BURST ASTM D-3786 800 PSI PLJ_1N I m
<br /> IT PROPERLY AND STABILIZE WITH PERMANENT SEEDING, a ' TRAPEZOID TEAR ASTM D-4533 120 Les DO NOT SCALE PLANS T
<br /> oll: ' UVRESISTANCE ASTM D-4355 80 % RETICULINS FRAME&GRATE(SEE PLAN FOR ELEVATION) Copying,Printing,Software and other processes required to roduce oMAXIMUM DRAINAGE AREA 1 ACRE. % I a APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE pa a FLOW RATE ASTM D-4491 40 GAL MIN SQ FT TOP OF GRATE TO BE 1/2" BELOW EDGE OF PAVEMENT these prints can stretch or shrink the actual paper or layout. Therefore, o33PERMITTIVITY ASTM D-4491 o.ss sEc -i ANCHOR 2"X 3/16°X 4" scaling of this drawing may be inaccurate. Contact APD Engineering moEXCAVATED DROP INLET PROTECTION DETAIL •
<br /> - OPENING OF EQUAL SIZE&SHAPE OF GRATE with any need for additional dimensions or clarifications. o o
<br /> MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE WELDED TO FRAME p C
<br /> PROPERTIES TEST METHOD UNITS (4 REQUIRED) BRICK COURSES BONDED BETWEEN "'n
<br /> N.T.S. a. �: Cnn ....
<br /> GRAB TENSILE STRENGTH ASTM D-4632 265 LBS W/1/2" MORTAR =, -<w
<br /> GRAB TENSILE ELONGATION ASTM D-4632 20 % -0 .
<br /> PUNCTURE ASTM D-4833 135 LBS 6"CONCRETE APRON
<br /> ISOMETRIC VIEW MIN.4 COURSE, MAX. 6COURSE -
<br /> MULLEN BURST ASTM D-3786 420 PSI W/6x6 10/10 WWF D
<br /> TRAPEZOID TEAR ASTM D-4533 45 LBS \ FINISHED GRADE ,.„011
<br /> FILTER SACK UV RESISTANCE ASTM D-4355 90 I 1 1111111 111111 1
<br /> APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE PRECAST ECCENTRIC TOP SLAB 1 x a
<br /> FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PORTLAND CEMENT = - , e
<br /> PERMITTIVITY ASTM D-4491 1.5 SEC -1 - - (ASTM C-478) _ 1 m
<br /> n N.T.S. 11101 in 03
<br /> .• K
<br /> / \ 1 •
<br /> STEEL REINFORCED �.' it- :11
<br /> = {, - I
<br /> 0" (N.T.S.) POLYPROPYLENE s 4"WEEP COVERED W/FILTER FABRIC
<br /> P Engineering
<br /> MANHOLE STEPS WAND 2 CUBIC FEET OF MIX OF I
<br /> 3 Winton P
<br /> ocnm
<br /> 33
<br /> .1 _ • STONE 1"TO 1/2"
<br /> OR APPROVED EQUAL � - -` - _ 445 in lace-Suite 208
<br /> COMPACTED SELECT Rochester,
<br /> n�` t "O" RING JOINT OR NY 14623
<br /> STOP BACKFILL
<br /> APPROVED ALTERNATE 585.273.0273
<br /> I . 585.273.0276.fax
<br /> PAINT INSIDE AND OUT v- •-.
<br /> SEE PLAN PRECAST MANHOLE RISERS www.apd.com
<br /> W/2 COATS KOPPERS -► (ASTM C-478)AS REQUIRED
<br /> BITUMASTIC BLACK OR ESPIGOT END DOWN Lowe's Drive Aisle
<br /> n APPROVED EQUAL 12 (TYP) ESEE LEVATION PLAOR INVERT
<br /> 1
<br /> A \ f
<br /> 1 0"(N.T.S.) OF EXISTING PPEETERJOINT AT 1/2 �. HA F OF SAWCUTEXISRETING P OVE TPEP Add ItI OI 11 ,
<br /> �1 f SUPPORT EXISTING PIPE 1
<br /> REFER TO SIGN 2" SQ. POST Z SIGN SCHEDULE ♦` . WITH 4000 PSI CONCRETE
<br /> SCHEDULE FOR O g TYPE OR MANHOLE BASE r•r•
<br /> SIGN TEXT Store#0220
<br /> o TEXT KEY DESCRIPTION MOUNT HEIGHT QUANTITY (ASTM C-478) i
<br /> 1• 1'PAY LIMIT(TYP.) • 1171 Dillon Road
<br /> cto, 1 NYSDOT ITEM#304.03 OR 304.05
<br /> 4 BELOW 0 FINISHED GRADE 11 1r 10 8"MIN. �� ����% City of Louisville
<br /> 0NO, STORAGE 12"X18" WALL 7'-0"
<br /> (50' O.C.) 1"ASPHALT SURFACE COURSE SECTION
<br /> 2"SQ.POST O T TO 95%DENS/TYPER SPECS.) ' I
<br /> z 1 MOUNTED (COMPACTEDBoulder County CO
<br /> STORM INLET MANHOLE OVER EXISTING PIPE DETAIL
<br /> TACK COAT
<br /> '' 2 1/2"SQ. SLEEVE ►\o ,` T- co N.T.S. Project Name & Location: I
<br /> 4"BELOW / POST 2 ASPHALTS/NDER COURSE
<br /> FINISHED GRADE ° s� ESERVICE
<br /> NTRANCE 12"X18" 7'-0" 2 (COMPACTED TO 95%DENSITY PER SPECS.) 5'MIN. "
<br /> ,,o _ ONLY MOUNTED SHOULDERAREA 5 1" REFERENCE C
<br /> . o. - Co8"COMPACTED STONEBASE
<br /> N CONCRETE I (COMPACTED TO 98%MODIFIED PROCTOR) SECTION 02751 [)et�i I Sheet a
<br /> \,°i, N Z FOUNDATION O COMPACTED SUBGRADE(PER SPECS) 1"RAD/US OFLOWES DIVISION D o
<br /> 2 1/2'SQ.SLEEVE i , , ► STANDARD SITE SPECIFICATIONS 1 ach
<br /> 2 1/2 SQ. SLEEVENBUILDING PROJECT SPEC/AL PROVISIONS o
<br /> PARKING REFERENCE 11-I I1-III- I I-11••;••rD , �"
<br /> 0,••• 0 R7-4 12"X18" 71 0" 1 '1=111=1 I I I I�:;•,'• :': 1 s' ►`�
<br /> CONCRETE N ANY - ; I Drawing Name:
<br /> FOUNDATION 0 L MOUNTED "'" " SECTION 02300T
<br /> 0 T w i : ♦' rte` • `.•r T.. ".. it�T.� i s Ti.�f�r..11 ---.11 , 1 1-1 1 : : m
<br /> �` TIME
<br /> ,� --.,., ° � *44400#4000.0.414410,...0,0040040,0, ,
<br /> "...� ,.�. AA�! * App Apo � �* •�. . �IA*�• SECT/ON 02400 1=N I I 1='..a..•. °� �. T � �
<br /> 2 1/2"SQ.SLEEVE 7- ` .,'-,1► i v►C1sl► • • . * =11 I- 11-)I a b '•1 , ' .7;,A: J n
<br /> / # 400 . 144, ', "' • # , SECT/ON 02741 --, ProectNo.
<br /> ". . +�••.:s. r!z. ..` '• • ° •. •i• w�" "' III- 4 > � .
<br /> 00, �7// 1 ±A ._ rti -.1.V. �' :IZitir Crit i a _.ldr OFLOWE'S DIVISION2 .°. ^•;t. 12/14/05 = z
<br /> : .. ,,..; ....7- 1Date: = c
<br /> �_ \ �� .I El I.lel...I.El.L 1-1.1:� I.I I 1.x.1-1l:l=l�l I.�>,1=1.1.1 1 .1 y STANDARD SITE 2,0" USE 4,000 PSI CONCRETE
<br /> _� 1 0 OCTAGONAL POST SPECIFICATIONS.//.�/ SQ. ; STOP R1-1 7 -0 1 05-�2rJ9
<br /> 1'-0" 1713WHITE ON RED MOUNTED NOTE:USE LOWESMINIMUM PAVEMENT PROJECT SPEC/AL CONTRACTION JOINTS 10'O/C T pe: W
<br /> SQ. \----% SECTION IF GREATER THAN PROVISIONS ()EXPANSION JOINTS 100'0/C y I
<br /> GEOTECHNICAL ENGINEERS RECOMMENDATION
<br /> 33 ALL JOINTS SEALED PER SPEC ; -
<br /> TYPICAL SIGN POST INSTALLATION NOTE: SIGNS TAKEN FROM "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" DATED 2000.
<br /> TON ------ --- ---- - --- --- ---- ------ ----•- ----- --- ------- ---•---
<br /> TYPICAL SIGN POST INSTALLATION � N � � � � *t .,
<br /> ,a
<br /> a c z,
<br /> E FOR TRAFFIC CONTROL :��.., `,..,.�
<br /> E ARE FOR PERMANENT SIGNS. SIGNS D T O O �' :;, ,.
<br /> QUANTITIES GIVEN S G G SUS O C C � � .�.�� .r `>z'
<br /> Q
<br /> U S G O S S �� �,.;. �,. fl..,.. a.
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<br /> N,
<br /> N.T.S. DURING CONSTRUCTION ARE NOT INCLUDED. H
<br /> D ETAI L
<br /> U GCO S
<br /> DETAI L
<br /> N.T.S.
<br /> Scale: N.T.S. Drawing No. I
<br /> i
<br />
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