HomeMy WebLinkAboutDWG_C-10 General Details - Franklin Industrial RIGHT-OF-WAY WIDTH ENCLOSE TOP & SIDES OF ROCK
WITH NON WOVEN GEOTEXTILE FABRIC
SAND GREASE TRAP (ISPWC SD-624) OR
WIDTH STREET WIDT14 BACK OF CURB TO BACK OF CURB WIDT
SEDIMENT MANHOLE (ISP C SD-61 1) 1 -FT MIN TYi' 6' MIN TYP 18" DIA. HOPE OR PVC
❑ENAL LDC'AL 18" DIA, CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ PERFORATED PER
CENTER CF20WN 8EYwEEn1 e� Bs RING &- OF? PVC PIPE PERFORATED ATED PER CHIPS, INSTALL WOVEN ENCLOSE TOP & SIDES Of ROCK SCHEDULE BELOW
2a 2 2% 2% 2� F,1gx- COVER PER PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS WITH NON WOVEN FILTER FABRIC OBSERVATION WELL #1
W ISPWC SD-617 SEE COVER
TREES 8c SHRUBS AND DRAIN ROCK NOTES � ON OPPOSITE SIDE OF STREET IN SIDEWALK OR
{ {Tl'P} ARE NOT PERMITTED Oi35ERVATIifd OPTIONAL STORMWATER STORAi;i< t. cep • MIN (}' DISTANCE
ON TOP OF SEEPAGE ; -
'�fLL C>�+��1BER5, SHAPE �c SIZE
BED
� VARY PER MANUFACTURER '••
t 3 ELEV BOTTOM PERT �_ � r � � '�i +' � 18 ' 12 W O
I EE DIES
�' WOVEN GEOTFXTILE BETWEEN �;;, :•, ,
ELEV Bflf'fOhf BAF LF / 1GTt5 1;.3••. •. •*..i•. ...••..•.,,.. [n = I� H
CHIPS AND 2" DRAIN ROCK � ` w 12" DMA. HDPE a
OVERLAP P WOVEN AND NON Ld OR PVC D PIPE Z a
a e a a + a o 18� m� I �. u
5 SEE 0 0 0 0 0 0 0 0 0 0 0 0 0 :: :::' f 1hOVEN GEOTE7tTILE A MiIN OF yr 1: PERFORATED C w
MOTE 11 STD , ', NATIVE k 1-FT ON ALL SIDES 2" WASHED DRAIN Ldi 2" WASHED BRAIN PER SCHEDULE
TYPICAL CURB & GUTTER SECTION a SLOPE F .: `-4 A
�� � � E20CK OR CHIPS �� RACK 3D�2 CHIPS �� f�IOTOWI SEE �
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2" WASHED 2" WASHED � � � CM -MAINTENANCE URAIh1 ROCFC PLAN SHEETS DRAIN ROCK .� 1.5-FT -I 1 DIVERSION STRUCTURE WITH---' ACCESS TO
5' OF 113" SOLD 1. RAISED INVERT OR WEIR WALL STRUCTURES
ASTM C33 ' . '-ATM C33 T � WIDTH VARIES ASTM C33
WALL PIPE WITH 1. -FT ,
LEGEND OF PIPE BEDDiiG FILTER SAND F= AND, 3-FT PER PI�4lV F1LTEf t t�1A7� 441DTH HIGH FLOW BYPASS PIPE WO PIPE,
2SAND SEE NOTE 11 ON BMP 20 PERF TOP HALF
CRUSHED +tGGR£GATE $A$E COURSE UryoER cues two $IT)EWkLK. REFER 7O SO-709, NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5-FT IN� --- "�� _ (1 aE 3) � w
MrNIMUM OF 1—F7 TOT' AND BED NON-PERFORATED ELEVATION OPTIONAL CHAMBER STANDARD CL �
6" 5T}sN¢AIR❑ CURp AND i;,UTfER- I
SIDES ONLY TO PERFORATED PIPESECTIONECTi - ``
SECTION A
HiDT PLANT MIX ASPHALT CONCRETE SURFACE COURSE.
CRUSHED AGGREGATE BASE OR LEVELING COUR5t'.
N.T.Q. N.T.S.. . N.T.S.. . CL
z
CRUSHED OR 04CRUSHED AGGREGATE BASE COVRSE, NOTES. QE35Ei?V #T WIDTH ad
i. BhtP 1 -4 OR VEGETATED PRETRi;A1t�ENT I REOUrRED, 4YELL �� � I �
2- CONTACT DESIGN PROFE5510NAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE � �� '� � �� ' f � PLAN-SEEPAGE BED
OUTSIDE ROADWAY S TL ED I � _R O�
MAX HSGW ELEVATION CN
CD
3- ALL VAULTSr MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED N.T.S. �0
4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS ur � - _ _ _ OBSERVATION WELL #1 � Lj I
5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS � ar � �ON OPPOSITE SIDE OF STREET IN SIDEWALK OR Q � � Li LL
6. ALL GEOTEX71LE SEAMS SHALL OVERLAP 1 i'OOT MINIMUM I `�', �` MIN, 5O' DISTANrF z N � O �
7- EL- IN }= EL- BOTTOM PERFORATIONS IN 18" PERF PIPE 4 •I h i wp s� < p w
NOTES: 8. MAXIMUM BED LENGTH 15 400-FT BETWEEN MANHOLES A A }8" PERF PIPE 12" PERF PIPE JS SAP �
9. BED WIDTH SHALL REMAIN CONSTANT � wo BYPASS SEE NOTE 11 �'y !�Q w
Al-1, C1)NSTRUGTION SHAM BE PAR LSPWC SPIEC9FICATIONS. 10. WATERTiGHT CONNECTION REQUIRED 6 t
11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF 0100 VE1_00TY THROUGH STRUCTURE > 0-5 FPS OBSERVATION PERFORATION SCHEDULE
S7REET PROfILE GRADES 0-4% MINIMUM UNLESS OTHERWISE APPROVEt BY THE OWNER. J WELL �I� 3f8` PERFORATION$ Ill VALLEYS THIFLOWBYPAS PIPESID PIPE
RIC.HT-OF-'HAY WIDTHS ANT] a"TREET VWDTHS 5ET UY LOCAL POLICY AND TYPE OF U5E- COVER MOTES: ACROSS STREET OF CORRUGATED PIPE. 5 EA ON N0 1 ON 'BF�1P 2VOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT—OF—WA` : W17HIN SIDEWALK 18". 8 EA ON 12" f 3}
MINaMUM ASPHALT ANp AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTL&M- YFLICKNESS SRALL BE DESIGNED 1, A MIN3M4UM 1.`5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED
\�
BY ENGINEER BASED ON TRAfFIC INGE-9 ANp "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY-
MINIMUM CONCRETE PAvEME AND AGGREGATE &;SE THICKNESS SET BY LOCAL AND TYPE OF UISE. ACTUAL THICKNESS SKALL FOR SEEPAQi' BED$ IN PUBLIC RIGHT-[]F—wYAY:
r;r � P�RF I�IF v x M o
K I)E54NED I3Y EftiGINEER 13ASEID ON TRAFFFD INDIFX AND SOIL TYPE. SEE $ECT10N-7Q0. 1. A MIhN3MLJM 1.0—FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED ,deWo F *4� �M N
--BACKFILL OVER BED TO SUBGRADE WITH 6"-BA MINUS PITRUN
F STANDARD CURB AND GUTTER R€COrAMEHd3'D, WITH ROIL CURB USE BASED 4N LOC�4L POLICI', SEA SECTIOa� 7{10.
--WOVEN GEOTEXTILF FABRIC REOUJRED OVER TOT' OF BED
CONCRETE SIDEWAL-K REQUIRED W113TH SET DY UMAJL POLICY AND TYPE OF L15E- SEE SECTION-700- --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0-F'T BELOW PAVEMENT SUBGRADE OBSERVATION WELLS: 2 REQUIRED PER BED PLAN �
� 2. Ir < 1-0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR J" TO 2" ROCK IS REOLliREID WITH � � 4VQ PIPE, DIVERSION STRUCTURE WITH
^J STIREET CORNER RAD11 SIZES SET BY LOCAL POLICY AND TYPE OF USE. MrNIMUM 50% SINGLE FRACTURED FACE 1N PLACE OF 2" DRAIN ROCK, . . PERF TOP HALF RAISED INV OR WEIR WALL Z o�F
I 5UPER ELZVATIaN. VERTICAL CI,R< AN❑ HORIZONTAL CURIE REOUIREMEWS DASEP ON 5[T,HfT 015TANCE, VEHICLE SPEEDS. SET 3- FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE � o
BY LOCAL POLICY AND 1YPE OF LIs�- SUBGRADE REQUIREh�Ef�TS FOR FACILITIES IN RIGHT-OF—WAY PLAN-SEEPAGE BED � --I
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4. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RES15TANCE OF THE 1, BED IS LIMITED TO AREA WITHIN 5—FT OF CURB FACE UNDER ROADWAY; UNDER SIDEWALK W
SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE 2, NO GREATER THAN 10—FEET IN DEPTH TO THE BOTTOM O1= THE ROCK; N.T.S.
W
SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES 1 MAY NOT EXTEND OUTSIDE OF THE RIGHT-OF-WAY (MAY NOT ENCROACH ON PRIVATE LOT IN AN EASEMENT); Z
2015 ACHD REVISrim
O M
N O
IQAHOTATk1DA# QS TYPICAL STREET SEEPAGE BED �IITI---I SEEPAGE BED 1�IT1-� SEEPAGE BED WITH
STANDARD �RAWII�#fi D17 STAt+IpARE7 DRAWI�+]C 201 7 SrANE7ARD DRAWING ��1 7 STANDARD DRAWING
FOR PUBLIC WORKS
NO, ACHD STORMWATER DE51GN AGHD S70RMWATER DESIGN AGHD TORMWATER DESIGN v w .•
CDNSTI PLEMN SECTION SD — 01 GUIRELIt�I:S OPTION AL H BEF B P 2 GUI[�ELINES PTI }NAL HAMBEF S B P 2 GUIDELINES OPTIONAL NAL CHAMBERS BMP
{AHD SUPPLEMENT)
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Plans Are Accepted For Public a
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and signing the improvement plans,
ensures the Dstrict t the plansconbro v
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policies and standards. Variances or waivers must be specificallyand A
PreviOuslY approved by the District in writing.r Acceptance of { F the improvement plans by the District does not relieve the
Registered Engineer of these responsibilities.
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BY ILI]ATE•06/18/2024 W ti
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