HomeMy WebLinkAboutDWG_C-8 General Details - Franklin Industrial 4.5 LF OF 12" DROP INLET
48" CL III RCP PIPE, W/0 GASKETS z � N:707553.13 40'-0" N:707552.11 � (NON-PERFORATED) C-900 PVC PIPE
PREMANUFACTURED E:2467900.68 E:2467938.67
GALVANIZED END SECTOIN REINFORCED, BANDED EXPANDED 18" ADS N-12
W/ TRASH RACK STEEL TOP BOLT TO MANHOLE WRAP
PFIPIPE ND WITH
DOUBLE
OUBL PLACER SPIPOE
4 PLACES MINIMUM OF
27.65 VARIES 5' SOLID PIPE 0
INV LID o 0 0 o U
9'-0" W O
0 0 0 0 a
° 5'-0» C) a
CONTRACTOR TO PLACE 6"-10" IR
/ // ry 18" PERFORATED PIPE ADS OCOBBLES, FILL BOTTOM AND WALLS TO 1' OVER PIPEN:707546.13 N-12 (OR EQUALS) N:707575.11
:2467900.50 E:2467938.48BACK OF SIDEWALK
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STRUCTURE TO HAVE
o ° HS 25 TRAFFIC
PLAN VIEW
° 12 37
4" PERFORATED PVC MONITORING WELL RATED TOP 37.
WITH METAL CAP AND LOCK. (TYP.) PER SIDEWALK CONCRETE THICKNESS 37.13 37.12 TVC
ACHD SD-627. SEE DETAIL SHEET C3.0 PER SD-709 (9" THICK) PROVIDE GRADE LID LID
36.12
RINGS AS NEEDED TOP OF STRUCTURE w
EVANS DRAIN INLET DETAIL
A
0
36.00 MIN 1' COVER TO 2'-0" MIN. ° ° z
COMPACTED NATIVE FILL TOP OF PAVEMENT SUBGRADE TO TOP °
TRENCH 35.35 1 OF PIPE 7.5
48" CL III RCP PIPE, 48" CL III RCP PIPE, TOP OF DRAIN ROCK MIN 6" COVER ) a ER O
W/O GASKETS W/O GASKETS TRENCH OVER PIPE TOWS �\ 0 0 0
VARIES S=0.000% 20"
INV VARIES __ �
z M o a- N
INV 32.95 O W N Cn
O Of
MIN 8 -0 5' SOLID PIPE INV OUT 33.95 iP �P
II~_II APPROX. EXIST. DITCH ° o > ,� ,� ,� ,� ° INV IN 6" 0-
S�P� Ld
BANK I 2" WASHED DRAIN ROCK
I
° ° ° ° ° ° 12" MINIMUM " MINUS ` WRAP TRENCH ROP &� 1000 GAL SAND/GREASE
a ° AGGRETE (COMPACTED) SIDES WITH AMOCO 4545
I I d 27.OF OR EQUIVALENT a N
1"-2" CRUSHED ROCK 48" m CL III RCP BOTTOM OF o N
TRENCH � x
CHIP BEDDING PIPE INSTALLED 1.5' OF ASTM C-33 FILTER SAND N
WITHOUT GASKETS 3' MIN. w a w
1'-6" 72rr IRRIGATION MANHOLE EXTEND 1.0' BELOW BOTTOM OF SAND
NOT TO SCALE \- EXCAVATE 1' MIN INTO FREE
DRAINING MATERIAL, TYP. FOOT PLATE F
0 22.1 FOOT PLATE z o
AMOCO 4545 NON-WOVEN APPROXIMATE GROUNDWATER ELEVATION ~ N
FILTER FABRIC GEOTECHNICAL REPORT SEEPAGE TRENCH W
EVANS DRAIN PIPING DETAIL GEOTECHNICAL ENGINEERING REPORT PREPARED BY MATERIALS SECTION VIEW GRADE RING NOTE:
TESTING & INSPECTION FILE NUMBER B200470g DATED APRIL 8, 2020.
H:512" USE GRADE RINGS (TYPICAL). 12"<H 24" USE 24" DIA. RCP RISER. 24"<H N
CONTRACTOR NOTE DRAINAGE SYSTEM NO. 1 120" USE MANHOLE CONE AND 48" DIA RISERS. Z H
1. ACHD MUST VERIFY THE INFILTRATION RATE WHEN THE NOT TO SCALE W a
FACILITY IS FULLY EXCAVATED. a
2. INFILTRATION RATE OF 1.25 IN/HR USED FOR THIS DESIGN o
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VARIES SAWCLIT Z
PER SEC, _00. {� LEGEND
VARIES (D TROWEL SMOOCH
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a + EGGE Or GUTTER
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a 1,75" X 1.75- k If4' ANGLE IRION.
F y STANpARD GRATE FRAVE
SEE SO-1609 AND SD-$1CA
PAVEMENT SURFACE- A A
EXISTING EXISTING i-
GRA4f 57AN0�4Rb GRACE AND CRATE
L FltauiE, all , 3-INCH ASPHALTIC CONCRETE
5 ,r,
N COryrN } O 5�649 OR !SD-610a� PAVEMENT DRIVEWAY
o PAWk#ENT 4" X 4` X 3f8" ANGLE IFION 4-INCH CRUSHED AGGREGATE
L
BASE COURSE 10-INCH STRUCTURAL
TYPE "W TYPE " �'
(3) N0,4 i3ARS SUBBASE
CONCRETE GRAVEL 3,-o. 1/1a� uP -' 4- - 9-INCH PORTLAND CONCRETE � M
� T
EYISTINC 89' _ a
ASPHALT 2 4 � 4' 1$` Ii" a
w PAVEMENT ROUND VARIES r R1/2' TOP VIEW e a 3�4""
o $ i 6 1 f2"
a q�_ SET 13 TWSVERSE BARS O ~
a AT 45 DECREES- �� w Zj
m
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' ASPHALT
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N ASPMALr � .. � � I M " � � Coln
ppyEM T � $ COMPACTED SUBGRADEFLOWARLE FILLE)({ST1NG
(LEAN CONCRETE) ASPHALT 11 0.20% MIN SLOPE SECTION A-A ISOMETRIC
�i I'AVEMEN-r CE
VARIES -UTILITY TO BE LOCATED. ' # , 3' WIDE ON-SITE VALLEY GUTTER
a PLACE 6EDDING MA.TERIAL GRATE
"T TYPE
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a AS RE4 4 UY U71U TY OKTJER I f s I { L
TYPE 7P' TYPE •P' a NOT TO SCALE V
POT HOLE REPAIR AFPHALT o
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oI PLANa"
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N,T,5,
NOTES. LEGEND-
N REFER TO SECTIDN-307 FOR MATERIALS AND
y WORKMANSHIP REQUIREMENTS. 3/4" MINUS COMPACTED ACII BASE COURSE d' a
o FOR LOCAL ROADS. 12" FOR ARTERIAL OR COLLECTOR a'�A" �'-4" y
€S 9ELO*
PATC14 MOTHS ARE NEVER TO BE LESS THAN 4' IN 1NDTE+. ROADS CR MATCH THE THrCKNESS OF EI@ST'ING GRAVEL. SEE NIpT �
lb LOCATE THE MATCH OF THE NEW TO EXISTrNC, PAVEMENT WHICHEVER IS GREATER F" 2'-A" L*
TOP OF CURD � � C. p. � p.
OUT OF THL WHIC4E WHE E1, PATH OF THE 5TREEE7- r U A r A
2" CUF5 aLLO1N1 0 ONLY Ab,IACENT TQ Gi1T 95 PRINCIPAL ARTERIAL ROADWAYS SHALL BE PAVED 5' SECTION A- +ti 27 1/2' I.D. U C � 7
THICK. IN 2 EOUAL LIFTS, A$ A MINIMUM. I FLOWUNE OF CURE] N.T.S. G N
E GOHCRCTE PAVCMCNI MUST RE: RPL ACEP IN FULL PANELS UNLM MINOR ARTERIAI, RQAOWAY$, COLLECTOR. II � I w
AUTIIORIZEO IN riRITING BY ACHD. COMMLRCIAL AND LOCAL INDUSTRIAL ROADWAYS € CURB SHALL RE PAVED BACK Y TRICK, A5 A MINIMUM- Plans Are Accepted For Public
O
TACK ALL COLD JOINT SURFACES %TH EMULSION VmsCH LOCAL RESIDEN-114L ROADWAYS AND ALLEYS SHALT- BE
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o HAS SEEN 'BROKEN' PRIOR TO PATCHINEi, PAVED BACK 2-5' AS A kFlrylk+U Street Construction M- � X�hs I I.,-. I
-III-TIE_
Al E INDICATES
ACwp DEVELOPMENT PpLICY, S{AT10X1 LACE-ENT BASCDIpN, � PORTLAND CEMENT CONCRETE SHALL BE C.LA59 40DO Pei g improvement plans,the Registered
THFBII-I� 1-'�/4' x i-3f4' x If4'
a INpICAFES 'SPECIFIC ktp7ERIA5L DHICNE55 PLACEMENT BASED ON 2B- y stamping and signing the i a
a AN() COMPLY WITH SECT1bri--7O6- A I B I r= STEEL ANGLE
ROADWAY C4AS50CATION FOR STREET CUTS AND SURFACE I�I I-� Engineer ensures the District that the plans Conform to all District � � W
REPAIRS. BETWEEN THE CONTENTS OF THE ISPWC ANO ACHI) I END VIEW policies and standards. Variances or Waivers must be SDEYELOPk+ENT POIiCY THE krOST STRIMGEHD i- TtiE TFilOI(E$7 i{EEP TRAFF10 OFF 72 l IOURS, UNLESS OTHERIVI$E �2 TOP E and r@Vi0u8 pBCiflCallySECTION) REOIJIREYENT MUST T3E MET FOR FlELO PLACEMENT FPPP RA IC 3F 2 HO ITT. LL- previously approved by the Distdct in writing. Acceptance of
ACCEPTANCE- the improvement plans by the District does not relieve the ■� ■� A � x
FULL PANEL KPLACEMENT REOUIR1=O FOR SURFACE RESTORATION. I� GRATE � � DETAIL
��� I � Registered Engineer of these responsibilities,
HL€ REPAIR NOT ALLOIHEd CORE SECth5 IJ
IN NcT1 loi
o R POTO 2' CUTS ALLOWED ONLY AIE}JAsCENT TO CURBS, .� I I -
UN4-rS5 AUTHORIZED IN riR111h1G 8Y ACHE}, p
r 3f4" MINUS AGGREGATE SURFACE COURSE (B") OR N-T-S. BY 4 ! - 06/18/2024 N F'
THIGKhiESS OF E1IY5TING GRAVEL. 1hir11pHEVER IS GTtEATER. --___4---- 1-III NOTES ADA COON HIGHWAY DISTRICT❑ATE z
z POUR-SIDED FRAWE IS REOUrRED LEGEND w W
^I COMPACTED TRENCH BAGKFlI.L AS PER SD-3Ar AND - ��
o S�CT1ON-306 OF THESE SPEQFICATION, i I I t-1/2- x 3/4' STEEL EMS (TYP-)-
li- t/4" fILLET WELD ALL BAARS, w
N CUT A$PFIALT L A NEAT STRAWHT LIF II 1 FR i THE EDGE j 4 PLACES (TYP-)
N pF TRENCH, UNLESS OTFIER�ISE SI'ECII II;D- SECTION + v
6" OF 3/4- MINUS CRUSHED AGGREGATE RASE (MIN.) U14LESS Wab {4) 1/2-o- 5ruos, w o
A GREATER 4EPTH I$ OTNERM$E $PEi�IFIEO, 2015 ACHD REVISIpN A
2015 ACHD REVISION
0 2015 ACHD RE ASiON v v
IDAHO STANDARDS
JJ STANDARD DRAWING IDAHO STANDARDS STANDARD DRAWING� � � INLET CATCH BASIN IDAHO STANDARDS STANDARD DRAWING PUBLIC WORKS ,o- =O �sBLIC ro�KS N°- CATCH GRATE
CONSTRUCTION SURFACE REPAIR DETAILS Q - . or T1 �� I D - � TOR PUBLIC WORKS NO-
{ACHD SUPPLEMENT) (MHO SUPPLEMLNE) CONSTRUCTION T CEI D - 0 � DRAWING NO.:
ACHD SUPPLEMENT) -
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U Call before you dig. SHEET 8 OF 10