HomeMy WebLinkAboutMONTAVA - PHASE D CORE AND IRRIGATION POND - BDR240006 - SUBMITTAL DOCUMENTS - ROUND 3 - Responses (6)City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
City Engineer,
APPROVED:
Water & Wastewater Utility,
APPROVED:
Stormwater Utility,
APPROVED:
Park Planning and Development,
APPROVED:
Traffic Operations,
APPROVED:
Environmental Planner,Approved Sheets Date
Approved Sheets Date
Approved Sheets Date
Approved Sheets Date
Approved Sheets Date
Approved Sheets Date
e.3• ROW (MIN.� LEQEND ABBREVIATIONS
80' ROW (MIN.) g�5� 6.5 PKWY
PKWY '
(Np,) (MIN.) EXISTING 1' CONTOUR '�-�j� _ � AC—FT ACRE FEET
10' PKWY 38' ROADWAY 10' PKWY ATTATCHED 5� 6' ' � 3�� ROADWAY ' g' S� EXISTING 5' CONTOUR / ��925� _// ASSY. ASSEMBLY
5. 6, (TYP.) (MIN.) g► 5• WA� BIKE 8 8 81KE WALK �
WALK BIKE 8' 8' BIKE WALK GREEN (M�N,) (MIN.) PARKING , , PARKING
(MIN.) (MIN.) PARKING ��, ��, PARKING (MIN.) (MIN.) (MIN.� 10 10 (MIN.) (MIN.) PROPOSED 1' CONTOUR �4g2j�� BO BLOW OFF
TRAVEI TRAVEI
z
BLVD BOULEVARD �
TRAVEL TRAVEL PROPOSED 5' CONTOUR �`4925 �
EXISTING RIGHT-OF-WAY - - BVC BEGIN VERTICAL CURVE o �
CONNECTOR LOCAL W/ BIKE LANES W/ � o
ATTACHED GREEN PROPOSED RIGHT-OF-WAY DIA DIAMETER
MINOR COLLECTOR SECTION 1 �T� — — �
�T'� EAE EMERGENCY ACCESS EASEMENT
GOODHEART DR, N TIMBERLINE DR TEALBROOK DR. EXISTING EASEMENT
83' ROW (MIN.) PROPOSED EASEMENT - — — — — — — — - ESMT EASEMENT
6'S� EXISTING FIRE HYDRANT EVC END VERTICAL CURVE
PKWY 6.5' PKWY �-W
(Np,� (MIN.) 60' ROW (MIN.)
71' 36' ROADWAY 7� pKyyY � pKyyy PROPOSED FIRE HYDRANT EX. EXISTING Q
Al?ATCHED 5� 6� � 6� 5� ��'� CM�N�� EXISTING ELECTRIC —E E �
GREEN W'� B1� 8' s' eiKE wnuc
(MIN.) (MIN.) PARKING F 10, ��, PARKING (MIN.) (MIN.) 5� 36' ROADWAY 5� FES FLARED END SECTI N
(MIN.)
TRAVEL TRAVEL WALK 8' 8' W� PROPOSED ELECTRIC —E E FG FINISHED GRADE m
(MIN.) PARKING 10, �p, PARKING (MIN.)
TRAVEL TRAVEL EXISTING GAS —G G FH FIRE HYDRANT DRAWN
BRB
CONNECTOR LOCAL W/ BIKE LANE3 W/ PROPOSED GAS —G G FL FLOW LINE
CHECKED
ATTACHED GREEN FS FINISHED SURFACE DAP
�T"� CONNECTOR LOCAL EXISTING IRRIGATION —I I
TEALBROOK DR. DESIGNED
�T'� PROPOSED IRRIGATION —�—►�� GTV GATE VALE BRB
INBETWEEN N TIMBERLINE AND HARWOOD LN LONGWOOD DR, MOUNTAIN WILLOW WY
HDPE HIGH DENSITY POLYETHYLENE PIPE FILENAME
PROPOSED IRRIGATION SERVICE � 0009_Cover
EXISTING SANITARY SEWER SS� HP HIGH POINT
IN INCH �P�� ��c
66' ROW (MIN.) .••••.
5� 74' (NOT ROVI� PROPOSED SANITARY SEWER ��.• � ��P��
W� �' PK� g(Np,� 6(MIN.� PROPOSED SANITARY SERVICE INV INVERT • '� PQQ O�G 0
(MIN.) (TYP.) 62' 36' ROADWAY ��G �c�'�
g' 6� g� EXISTING STORM LINE L LEFT ��p �,� O'�
BIKE 8' 8' 81KE WALK Q �O�
(MIN.) PARKING ��, ��, PARKING (MIN.) (MIN.) PROPOSED STORM LINE W/MANHOLE LF LINEAR FEET �0� �G��
•....•• �
�0 E
TRAVEL T�A� EXISTING WATER W/ VALVE —W W LP LOW POINT NAL
MH MANHOLE
CONNECTOR LOCAL 1 W/ ATTACHED GREEN PROPOSED WATER W/ VALVE
�T� MIN MINIMUM
PROPOSED WATER SERVICE �
TEALBROOK DR. B�ERLINEORDWOOD DR AND N EXISTING UTILITY PEDESTAL/VAULT ❑E FO ❑T MRJ MECHANICALLY RESTRAINED JOINT
NTS NOT TO SCALE
EXISTING TELEPHONE —T T
PC POINT OF CURVATURE
EXISTING FIBER OPTIC FO
63' (NOT ROVI� 77' ROW (MIN.) P CR P OI N T OF CU R VE R ETU R N
EXISTING CABLE TV TV
WALK 7' PKWY 6� PK� g(MIN.� PI POINT OF INTERSECTION
(MIN.) (Np.) 51, ��'� 47' ROADWAY EXISTING OVERHEAD ELECTRIC OHE
g� 6' 6' PRC POINT OF REVERSE CURVE
BIKE 8' eiKE WA�K PROPOSED FLOW ARROW �
(MIN.) �9� 10' 10' P�KING (MIN.) (MIN.) PROP. PROPOSED
PARKING �� �A�- TOP OF FOUNDATION ELEVATION TOF=51.13
PT POINT OF TANGENCY Z
FINISHED GRADE F.G.=50.63 O
PVC POLY VINYL CHLORIDE (PIPE) �
CONNECTOR LOCAL 2 W/ ATTACHED GREEN PROPOSED SWALE CROSS-SECTION � PKG PARKING �
Kra �
TEALBROOK DR. BETWEEN GOODHEART DR. AND �
PKWY PARKWAY Q Q
MONTAVA AVE PROPOSED THRUST BLOCK �
R RADIUS M �
PROPOSED STORM INLET [c o1� I� W W Z
RD ROAD � � W
PROPOSED SEDIMENT CONTROL LOG �
83' ROW (MIN.) 72' ROW (MIN.) ROW RIGHT OF WAY � Q �
7' PKWY 7' PKWY 7' PKWY
7' PKWY PROPOSED CURB INLET PROTECTION � W
�rn,.� (MIN.) T�• 36' ROADWAY CMIN�, PROPOSED RIPRAP PAD S SLOPE � � �
47' ROADWAY , , 5• g► s' 5' SF SQUARE FEET a
5� g� 8' BIKE WALK WA� BIKE 8' 8' BIKE WAUC PROPOSED VEHICLE TRACKING
�M�� �M,N� �g' ��, ��. PARKING (MIN.) (MIN.) (MIN.) (MIN.) PARKING ��, �p, PARKING (MIN.) (M�N•) CONTROL PAD SS SANITARY SEWER �
P�ARK�INDG ��� �A�' �� �A�L PROPOSED SILT FENCE SILT �
ST STREET O
DRAINAGE BASIN x STA. STATION �
CONNECTOR LOCAL 2 W/ BIKE LANE3 X = AREA, ACRES AB-c
CONNECTOR LOCAL 1 W/ BIKE LANE3 AB-C = BASIN NUMBER Y ST-X STORM SEWER
KTa '�T'� Y = BASIN % IMPERVIOUS
TEALBROOK DR. FLINT HILL DR. TB THRUST BLOCK
INBETWEEN N TIMBERLINE RD AND HARWOOD LN �
PROPOSED DRAINAGE DESIGN POINT TOF TOP OF FOUNDATION
PROPOSED STORM DESIGN POINT O TOP TOP OF PIPE
TRM TURF REINFORCEMENT MAT
102' ROW (MIN.) PROPOSED BASIN BOUNDARY ■ � � � � � � � ■
TYP. TYP I CAL
PROPOSED LIMITS-OF-DISTURBANCE � �.00�
10' PKWY 20' ROADWAY—� �20' ROADWAY ��� PK� EXI STI N G SI GN � W� WI TH
5, (TYP,) � � (MIN.) 5,
WA� g• g� W� PROPOSED SIGN � WL WATER LINE
(MIN.) pqRKING , , PARKING (MIN.)
12 32, �2 VC VERTICAL CURVE
��' �� PROPOSED CONCRETE SURFACE � ° � °
a a
a a
PAIRED ONE-WAY LOCAL ERGED PAI PROPOSED PAVER SURFACE
� �
tiT+a
MONTAVA AVE. (ABOVE SYMBOLS ARE NOT TO SCALE)
TST, INC.
CONSULTING ENGINEERS
,
5' S' 51 ROW (MIN.� Suite 200aFort Collins
ESMT ESMT 6.5' PKWY 6.5' PKWY Colorado 80525
28' TRACT 25' TRACT (TYP.) (MIN.) Phone: 970.226.0557
5' 5'
28' ROADWAY J08 N0.
�T 1.0' LS. 1.0' LS. �T 2.5' LS. 2.5' LS. 5' 5' 1230.0009.00
26' CONCRETE 20' CONCREIE WALK 8' WALK
(MIN.) �0' 10' PARKING (MIN.) SCALE
rn�vEL �►va. N�A
DATE
JULY 17, 2024
SHEET
RESIDENTIAL LOCAL
ALLEY TYPICAL 3ECTION 1 ALLEY TYPICAL 3ECTION 2 '�T� 2 of 216
KTa KTa MOUNTAIN WILLOW WY, MIDDLE FARM WY, NANNA LN,
ALLEYS A, B, C, D, E, F, G, H, I, J, K, L, M, N, 0, P, Q ALLEYS 0, P, Q HARWOOD LN
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'`��� INFRASTRUCTURE PER SEPARATE 1 ';:' o" oo ,�,a'` � � � � 'Y"�� '�' LOT 34 LOT 33 LOT 32 � LOT 31 LOT 30 LOT 29 LOT 28 ��.'��� ���P���
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6
h�� �' ``� � �ao/ / �/ LOT 8 - I �I � � INFORMATION.
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` � �� I - �• F.G.= 11.06 gj� �„�o \ \ I \ � BRB
I �.� \/ \J i \ . . .. �� �a ��1L� �O � O I \ \ \ I � \
1 � � �
LOT 31 LOT 30 LOT 29 LOT 28 0.:. LOT 10 LOT 9 _ o \ `�g,�� � �� \ \ � \ O�� FILENAME
- � � � � o,� \ \ � , � � \ KEY MAP 0009_Grading
81 T.O.F.=11.77 T.O.F.=12.18 T.O.F.=12.18 T.O.F.=11.97 � T.O.F=12.11 T.O.F=12.11 � � prO p.� � T
1�I� . � ` F.G.= 11.101 < F.G.= 11.51 F.G.= 11.51 F.G.= 11.30 � ' � F.G.= 11.44 �7 I F.G.= 11.44 10.76 � � •�� ' � �p 1 �� \ \ �O N. I .S.
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f=� LOT 13 I � � ` � LOT 27 LOT 11 � lo-, F.G. 11.06 \ � \ � � �
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v��� - F.G.= 11.46 l ' .' .. ;�e I T.O.F.-12.15 T.O.F.��2.2� � - ,.��� � .. '" , " 1 I \ 2. THE TOP OF FOUNDATION ELEVATIONS SHOWN
= r I- _ I I I . � F.G.- 11.48 F.G.= 11.54 ; I \ � \ � � ARE THE MINIMUM ELEVATIONS REQUIRED FOR
:'.. _ _. � 1
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: �- � - ti �° � ` �°�- -�� - - � �o '� - - °c �o , . I\,� ,� �`' � PROTECTION FROM THE 100-YEAR STORM.
." �'� ��� � �` � � ' w '��� �� I �`�A °'6 '`�ry �� > .� � ' �° '`� �� � � \ � \ ` MINIMUM FINISHED FLOOR ELEVATIONS ABOVE
^ `�° _ _ -I t ` :' ` �>� � I _ � , �` . o:l ��R� \ \ \ � 1 \ THE 100-YEAR WATER SURFACE IN STREETS,
� - � I r � I� �'-` �� ; - � - � a � � :: 9 ,. i ' I \ \ I \ ` CHANNELS, DITCHES, SWALES, OR OTHER
� . ' � . I: � � ` � \ �
DRAINAGE FACILITIES, AS ILLUSTRATED BY A
v
W ��� ';;''. - - LOT 14 I ' :/� I ,LOT 26 LOT 12 s T � � .-. I
� ��, 4;: I T.O.F.=12.13 � 1 :�• ' � ' � T.O.F.=12.15 � T.O.F.=12.21 � ' �' os ' I I LOT 5 � \� `
i \ \ MASTER GRADING PLAN ARE TO BE SHOWN.
�'� - �� F G.= 11.46 � I /F.G.= 11.48 F.G = 11.54 � • �d� � � `
'' :u'IL. °, � • y `v �4 . � T.O.F.=11 J2 \
W �;.' h � �.. � o � o��'` `� ^`= � `�
�� ,��� i _ o,_ p � I';�_� ti - p- - � � �ti _ _ _ oe� _�o�I �� � F.c.= ��.05 � �� � � 3. REFER TO STREET PLAN & PROFILES ON
� , o,���. -.:o�. _ �.o��o I � a. . �.� ��s' .R ,�, ? . pe :j � � _ � .... � � �
� � ' o,• � � ,., �.sj . . \ � I SHEETS 144 - 176 FOR FLOWLINE PROFILE
�:� {'' ; o� . z I J � o � \ I � \ � \ INFORMATION.
� I ! \ J v N � \ \ �
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:;'�. � , � I �c�'• � 1 � o � } '� ►.o`•y�- \ � ir �rn � o� � �
� LOT 15 � � .' � ` � � LOT 25 o LOT 13 � oT . � I: `� �o g� � _. \ � I \ \ \ �
. ,�. �� F.OG.F 11.20 � ' v� • � F.�G.F 11.25 � o. T.O.F.=12.01 � v :.� :: 6 � `' N o� w I \ ` �
,_.:;� ' I � � „�� _ o �/ lo �.q , i � �- � Q �,, � F.G.- 11.34 � �� I �I � � o \ M$�' I o \ � ` \ �� \ \ LEGEND �
, i :��6- �o� ��s + aQ v ��,h o�? - �?o = $ �tio - - ,�o�o� { :' � � \ LOT 4 \ � o�� � ` � � � \ � - Z
- �� ; ° �. � � � � --r I I \ \ o I o \ \ \ PROPOSED CONCRETE ° � Q
� T.O.F.=11.18 � � .� . �
I C. � 5,.'00 �..�. � o,� J
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' ��� I T.O.F.=11.62 � 1 I " '�v � - I °�. I I I � � o INFRASTRUCTURE � `
':, ;:��,` ::ti'. - I ' � " T.O.F.=11.69 , T.O.F.=11.81 � w �, . W
� F.G.I- 10.95 � I � •o• � �F.G.= 11.02 �_�� F.G.= 11.14 � ''• �. '.�. 9�_ � � . M SHOWN FOR \ � �
I � \ REFERENCE ONLY � � \ � CI� Z
� � _ � J I-;o . o �o o. � � _ ,y , a.' i � ' s .' $ �i
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� a s ' � �� �� � � � 1 � � � Q = 0
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'��, •:=A I �T.O.F.=11.37 � I �'•.. �. I T.O.F.=11.45 � T.O.F.=11.60 I �. � T.O.F.=10.90 � � I � I �$ \ Q �
-
�. rp, +d I I- 10.70 i a l . .= 10.78 F. ._ . 3 I F.G.= 10.23 \
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T.O.F.=11.12 LOT ZZ � T.O.F.=11.35 0 � .` ...
v'; � � F.G.= 10.45 � {° s4 ° � T.O.F.=11.17 I F.G.= 10.68 � � ' I I ��� I\ \ � � \ \
�' 1 I � �� n - h �9 1 . ^ L � � F.G.= 10.50 I � � � � . . v , � I LOT 2 � � I \ \
:*... � �,`. � � $ � � �L- . " T.O.F.=10.56
d
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,� :� � .:':j LOT 20 1 LOT 21 � LOT 18 � � �o� � � � \ I
,. :' V � FG = 9.62 I nn� `
-/ �;::. T.O.F.=10J2 T.O.F.=9.88 � I �`� - M � � Q;.. 1
F.G.= 10.05 _ I T.O.F.-10.94 � e� . \ � \
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� � T.O.F.=10.72 I � I. I � � � II cos�
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; '_.�:-.p o.� .a.= _ a
3.99 • �. 5.45 _ � ` •�� i : � �l o:i ..
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.9 ' . �
, . ' 5007 � �
- - - - - - - - - - - •S h�` `� . - - - - - - - - - - - - - 1 v =- - - - -- - - -h• O _�°' _ �0• 5.51 • � � A �- 1• � A �.
`- / A �• \ o. : I 4.22i � - - - - �, i - - - - - - - - i / / �- � - �/ co- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
� . � �
� � cc
� � k< . I � �` • /` � LOT 30 s.so � � � z
R � �• LOT 1 '. , f � � / � � �
� o
°j T.O.F.=8.35 � :; N �
a�: �.I T.O.F=5.92 � � `y. - G .�� - - � � LOT 24 __ o I� ' z �
� . y F.G.= 7.68 �
94.52 �:� .� F.G.= 5.25 � , ' �' / �,- - • _ _ / / ,es T.O.F=9.08 ,�� �� •�9 O c�n
: o
o. j`.o %� � '�` , 9g- ,-- _r_- ` .�"�- - - � ' : i � ? � F.G.= 8.41 7.60 ) . N wo
,I• � i� i -i � : � �:�. 6.29 rO� � 6, �.� �.��� 9 � � / � � � ,o •�� p I_ w
4999 ` '�' - ,�99 s f o`I. LOT 32 LOT 31 ��.:-. o. _os 6. .e�99 � � � �1 � � 8 � _r 'a o� � LOT 22 �
o i��, .. �.� ��p '` T.O.F=7.47 T.O.F=7.47 > :o. � / �o. / �� � � ���' - - - - -� I T.O.F.=10.04
�
� �m . .� ' �q F.G= 6.80 F G = 6.80 �/ �' :. I LOT 29 - / � � / o' '�°� � /7 7 �LOT 2cJ � ^� , �SO . `9 . �. ,o � F.G - 9.37 - aL -�
�d ��^ o�'. � � I aR�� o=.' � " � T.O.F=8.37 / � � >/ r°� /� �T.O.F=9.08 �� . ..,��. �' '. E'., '�' o�'� Sp .
�� ��� . �. T � ' •os�T{ s;l ' :o � F.G.= 7J0 /� � ��� � , , � F.G= 8.41 � -,�;�4�• . '°�,i�:�^� •. � R�y �P
pp I p> i L� I 2 I.. _ o'. o . , � � �Qr / � / � •s� �:��' `9 �
� � � � � T.O.F.=6.29 � 'J � �' i l LOT 21
�, � o. : :J � � � � � �:- �. .. 9� I '�
��� �g� �.. F.G.= 5.62 � �; �: :o+.. y'' ,.� B � l f � \ �_ � 8.15 � � o :�j .o. . i<,'.. ,` . I T.O.F.=10.04 �
co I u� �- og . - / / � � � . >. ' o '�. �'• F.G.= 9.37 Q
�� $N� I V� � v.. I. as I � / �v � \ � •?� . � `'•s B ~J� ��-B �
: 1np . . . :. ' �.: , . . , . � '� � � ../� • ` ' 1' �' Ra9:.
/ � � � : I . �. '� .. �- �- - - - - - - -�s _ _ T . ��/� s.�s s.o� s.o� � :6� �/'�'� �L - v .9f� : ,,i
` � ' I o> ..: . `. 'y - ro� - •) cL �, / T.00.F.-9.07 / ':.. _ -
: .
v�•
\ I r / . s
\ � . .. . �.. . • - . . . , . .
_z
. �
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< - . .
... , .
o ��L- cS h h o �, � (r� � �� F.G.= 8.40 � o. �� . � Rr•'. >-
:1 3.7: ' � . ti �`�e -.o - '� .� . _, . �~. � J� �LOT 28 _ �_ _ °�' , �..�. �` e.�°`� .< �. �� .b ' � � I LOT 20 m
ALLEY G ' ''P v .� /, T.O.F=8.37 � � � / o : _ � . \ _
< �I�. . , a °� o h �h I •a � 8.01 'o. '\ '�.00 � T.O.F� 9.95
2.00% d.. �°� o �';� . �� F.G.= 7.70 ��- / �/ � P � _
I -� �" � � o � 5.05�'s - � � . ag� ;�--�--- � '• � - �' � , � � � � / " � �� � � . ' .�o `�''• '� > �g F.G. 9.28 � _� DRAWN
o:� I �o;. I � BRB
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♦
� , �9 �:a ,% . . ,� � 5.32'. � � s� � � �� �� :. -� . � . �� �
2.009' LOT 3 _ ' < a � � � / 6� LOT 27 / "
I o j' ' I - -� .-4�- ' -`.�� ' .. \ ` t "` y 9 CHECKED
�- o I, T.O.F=6.29 '�� ;.�:. ., � \ � / 6 w � � v> ..
F.G.= 5.62 � � � o: o a \\ \ I / �`� T.O.F.=8.93 � � � - �_ r �/ �� . ..I o. .� � DAP
' � �� 'r. �� J- '. ' / / � �F.G.- 8.26 > �.. LOT 19
I �o � / \ , \ / . I ..
� d� �y
��o I I� / ...o. \_ ,.2� 6� �J.83 / '�'' ' Y l'. • '` l T.O.F.=9.76 DESIGNED
,.I. �� �_. � y ,,F / � � � � \ � .s� 9 / - •''`. I F.G.= 9.09
=d. I / 'I `. = e�' LOT 27 � '� � <� � �.so � '` � �, �- -� BRB
, � Y o� s' h• � � 5.83 � � / �' � \, ;�: I .,9 P e 6� _�,;,; . �c� .�o .
: 2 .= �, s o�: %:. T.O.F=8.12 C � � � a+ � �; -
's o FILENAME
, .o• -
o � �� �o : �: � � ,v o= � \F.G.= 7.45 _ a� / � ' LOT 28 � � s� � �`�::�� � , -� �� :;�4 �r � KEY MAP 0009_Grading
: - :
.
.
: � . . . : � I. � e�,- I:o. / , �,� . .�w.
:- ":
. o , .. LO 1 '
- Y ;: a . r. /• . / � � � / / � r°'� � r.o.F.=s.�2 �/ � � 1 �;: . I I ,� T s o- N.T.S.
I O ���. . � � � ,� < . / � � � � \� � / � � F.G.= 8.05� � �., `o' .. � � � { o:. Q.`o � �/ T.O.F=9.50
. :
� ' .�� � � 6,9 6+ � / ; �� � . / `� _ � � � '� F.G = 8.83 DO L/
< m ;.� LO T 4 � I: ' ' , � \ ?R� . / � o� �� �.s� � �- �s l p� �o:, - 6� .yti- -s i : ���P �
I Q a _ I '�. �` ,�- ti'� LOT 26 \�, � � -�/ � � � � � '..;o'.. /�' �� � �" . � R'� ��':' ���� pJP�' p�
w T.O.F.=6.03 �j , h � � `� / / \ \ � v . � o � � � ,�
. /'': T.O.F.-7.89 <
H � v F.G.= 5.36 � v a ~. � o `"�i � a'` :1 � '� ` � / - Q G
.
�: `�. '� � F.G - 7.22 � � \� 7 � .� � ' s ' � I � I ` � P.Q ,��
�.�..� � � 6 � � � o , � � / ��,ti � LOT 29 � / • / � i;� � �� " I LOT 17 \ G S
J� p; � � ;
I �. ,• I ``• �' �`o , :: � � � / � / rO� � � � T.O.F=8.46 �',. `flc� _ . T.O.F=9.24 � ��\ G� • �
, � ' ' % ':� d ' . : / � �-��� \ 4 � \ , �o F.G.= 7J9 y " ` � � � � Q �� .
� �" .�`L- A� s�. �, a, � g,7 ,� / / � \ � � � .�o L - - - �- - J ��� 6p - - - - F-G.=. 8.57 - - - - �' � �� . .•�0��
I . . � � � 9� ,� , y / . :` � � � . � -� �� �� , �G
-:,� ti � � ' �.8�' � � / � ��oo� � -�g � �.�� � �' ,< �' � -� -� soos ��, � "" �
. � . � �� . i :/ ya�. �� � LOT 25 � / c� � �y� � / :� .. o _��- � . . . �.. �9 � �NAL
'.a. � a.l . � _ �� - � ���a. , ` ��' . s��:e 9 ..`.. /. .tQ � . . $ � .
�': . �� .�... o � T.O.F� 7.66 � � / / \ � �` ' .0�1 � _ � �. ;I�
i o" sr o �� � _ / 6' { �'• c �o :nj o r�c � e.
� '1 f=�. F.G.- 6.99 � I � � � 4999. . : o.- j � �'... .�. ALLEY .J ' - s
� , . :.
...
. : . :
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"
�9� I .. . .� � j' .� �� \ - p; / � �� - . _ s s�: .' , � v
g. ` I > LID#3 (RAIN � , ,� LOT 30 � � �� �� . s � ws����`. �
�. � '�,. > � � � � � h. � •�- �9 '. �e - : �.. . o NOTES
o:.is:.v i� �1- � : T.O.F=8.25 7 6': o. �� � � '�: ..
I i� GARDEN � � � / ,e '�- o' �� \ :.�:�.�:
LOT 5 a ) °� "� / � � � � - � �'. 9 . � '����4 0.
� o�� , w� �'� p / � � F.G. 7.58 �� - �.- - - -�•- .� T„�:- - � . -
'� � _ I �v:.. � ,51 �/ �/-' � / � � -- / � "ALLEY J s - - - -
��' r.o.F-s.o� ., '.,,. � / � s s � � � �� - � �e 1. TOP OF FOUNDATION ELEVATIONS TO BE
4 .� I. �;, � � � �', � � � � ,' , , s_ h'� � � � s ' � �o-
F.G.= 5.34 � '� \ i •� e - ��
6�0 �� iY: I� J . , i . /. o Q-.° ' �. � LOT 24 l� e,� � � 7.12 � � o. ` o.. ,? � �o• �- - s� - - -��- 'oo -6. PROVIDED WITH SECOND ROUND.
�• i 6' TYPE A/3 J� . . � r . . .= 3 I- / � / / �� I
I �:�• ' I Q �o..( � ` . ' � �TOF� 7.4 � / � a / � ��C �
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>
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6 '-� � �� •�<• ; . •� � ..� o < � o' '' �F.G= 6J6 � o / � \ s� ;7: :'.. :'.�., �/ 6.85 s:� � �Sp� � � 0 2. THE TOP OF FOUNDATION ELEVATIONS SHOWN
ISE C OSSW L P �o . . �1. � � h
RA D R A K ER '.I � s A � :: . . / ; . � . o .
�.� '�e : .`. °� •o •s . . ..` , �4 d . . . . � ; � � z / >�� i LOT 31 � � / � � o� �, .�. \
LCUASS DETAIL 1613 _ . . � . `ti R R s ' , q p' i I • : . , ., . .. .; � \ � : / � � � ` � � �, LOT 12 y.�� \�soo ARE THE MINIMUM ELEVATIONS REQUIRED FOR
/ � � / � � � y. �� .
� a . ; ' A I /, . . . ' �/ � 29 � Q � ' 'F'-8' � .r� / .: i �,� ��7 PROTECTION FROM THE 100-YEAR STORM.
_ _ _
. h; . •9� • o�. q : . ,ao I 6• / �.w: / � � F.�G.= 7.37 a T.O.F=7.57 o LOT 13 OT 14 LOT 1�5 LOT 16 M�N�MUM FINISHED FLOOR ELEVATIONS ABOVE
j � a h , � SS � Z � � � � .�. � F.G.= 6.90 / -
..o �j Fr�� ,,.� � .. : \ � , _ _ _ _ -
� o, e� LOT 23 � ��: . / � � � / � •.o - T.O.F� 8.�s T.O.F� 8.3ojT.o.F� s.42 �T.O.F. 8.42 THE 100 YEAR WATER SURFACE IN STREETS,
I , . e� . . ._ . � .. � i -
: O �!�„ \ : � �• .•• � oa . ��. T :� \ �T � / o � /.: 5.89 63 'F.G.= 7.75 F G.= 7.75, ,>
Q.. • -' / s ..�� / 2 \ "' / F.G.= 7.51 F.G.= 7.
� C .. . o.,F .. _ . F.�.F 6.54 ; crj \6.88 \ �'. , LS, D ES, S ES, 0
p. ` '.s . � e � I �- _ _ � 0=_. ;
• � 1 �.:: � � ;. '� 99/� � � ' - � � • l � sL I� � ' ° ^ " � DRA NAGE FACIL TIES, SA ILLUSTRATEDEBY A
• , , . ,.� a . ` �/
�
�� I �� .X I _. $ . J / .- . � , -. As � � ,� d h`•� LOT 32 �� •�s Y �.� ` �s.s5 � � ,�
d � � �< �o ,.�� � -. / .°Q. , 4999' �+ \ �� -` � � MASTER GRADING PLAN ARE TO BE SHOWN.
I ► .4. LOT 6 I ` `..:�` o:.. i �g. , �� \ \ � 9 °`% / RAISED CROSSWALK FO F.-7.$�� � � / . _ . � � LOT 11 � �(- - - \ \' , s O
: : o. . _ � '��...` .!:: ;• ° �<. � '�? / P ER LCU ASS � ;� ( � � ..�o ...` :..o: s.74 � .. s.7s �� �o� �� �� � e .- 3
: o. T.O.F.=5.96 _• ... : : � � �> . �R . :''' : i / � � ' 6'` ��6.68 � � /�. . ' . T.O.F.=7.57 �• �.,�•��• _y ��. . REFER 0 S ET LAN & PROFILES ON
- . .
I . TR
`' 66.00' ROW .'.` F.c.= s.2s I _ ,.:a, . . � _ . - �• DETAIL 1613 - / / r�F.c = -. o ..� � �°�. � W SHEETS 144 - 176 FOR FLOWLINE PROFILE
.
• > �. , I :. I ./. . �./ ' ��`� \ LOT 22 � \ �. / i � ��_ ( .Q .' ;a. � �x6. _ � , �o. . I •'... W INFORMATION.
�
� �.90 / .:o.
. �. TYP� �� , . � 5.12�c. ���1. � S I
o i:• � o:A.� •` I F .. '�o. � T.O.F=6.67 / � �� •h• LOT 33� � se � Z
�I o > �F.G.= 6.00 � � a � � " � /. / �' t �
N• 36.00' p�- R �t •I �.:'.. � � _ IB x . : �T.O.F.=7.60 �� ; + � LOT 10 5.60.' � l � 4
. � ' . 1
�
� .... � � � • ^�.I • � - � i`� FG = 6.93 ,5 ' T II ( " O
'.
O' , FL-FL :.� . �' � A : . ' , �. v � \ , y�� 5.12 li � �� T.O.F.=7.40` p.. W �
6 ;i / �' / \5,5 � \/ R � � .56 F.G.= 6.73 �lY \ �.� �
I :�� � o' ' � � � A ��9 / �� /\' � � � � 6.24 � � �
� . � o. � . ' - %� � � ��r�� LOT 21,� � �� / � / /// � �s �.'.;� o./- � d / / . ` - � �.. LEGEND � Z
�� � � ' .. � ' . �v .
/
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T.O.F.-6.67 �
. o /
6.12 .
: A . .
�; � � . ti� � � > a
. +
�
I �. I o . . : ;*. �F.G.= 6.00 � . � � - _ / L 5.29 �g9 CONCRETE °
> � P OSED �
o � 7: , � �.o � OT 9 h• ROP
: . : �.
- / / � � � o � � p .
. ,.
. . LOT 7 I -o ; o � _ >;_ _ � , � _ . � �°� _ J
.
. a : � � - %, � a . � � � / 489 % LO T 3 4 \ h'� � T.O.F.-7.16 ` � ��„a,f Q
/ \ � �� /: � / � �
�. T.O.F=5.89 � >j �. � �' . � � 5,g3 � / S /� 8' �. . 4.87 � " � o, •�ro F.G.= 6.49 , / PROPOSED PAVERS �� Q�
, .:
9 0 .: � � 1. T 0 F.=7.09 / M
I �� F G.= 5.22 � a :y. $' �, ' � . '+ �'�� �L�T 2� \ $ ` � /�Q�y/ � � F G = 6.42 ,hry J. . o' _ ,� / � � W
o. . � � �+6+� �s �
i � / / � q . -� ' W
S. , /
�� . 2 <.. •�
I 8 , �P S
_ .� /-
�
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I o, .��� , ` 9. v \ �T.O.F.-6.55 � � / ��� /� � �� � 6.12 � \ ��' '� 'o. /O 5.76 •p3 .. �/ �o / � � �
' � FG - 5.88 �
\ ' � '•��� X�� XO� ..'v �. � & \ .�, � : � � I / � \ s � • o � � / , a. �
l �T � L � � �I , / � LOT 35 � �o � � RAISED CROSSWALK PER j��� . Q Z
d `�! � �%.� � o� . �� \\ 5•�' � � ,d � � / �4.ss � \T.O.F=7.04 � _ - o� . Q:� � LOT 8� 4.s2. �'q; LCUASS DETAIL 1613 Q =
� . ` . ..�. s.� '�a v s ,
0 4:" � � : o• e�°� �� LOT 19 � � R� o� � P; � � • e e �: T.O.F=6.73 \ �
: :Y - , _ . .- . s �s
' ''
: . (�
/ . � o I � 'p.:, � I o -. o. "` .' • \ \T.O.F.=6.36 � / �J � \ � 5.92 \ � �Q .. '`' �5.71 F G - 6.06 II�,� / o. 5001 � �
, _
� . --.. _ s � ' -;.�. �� / / �� � •;..
r - � I a
I ':. �' -> �. ; ' LOT 8 � . . I�Soo . o . � \ F.G. 5.69\ ,� � � "� � `R� Y ��' -� � "��,�;� '•`i,� ; � Q �
� _ .o � � � 1� _ � � ,
� �,� - 1 T.O.F-5.61 � y' �C �` �5 Z� � �� \ LOT 36 � _ •�, � �"'
. 9 'P � l 4. .. � 1 � ��� LOT 7 � 4.ss o ��. �,� � �
'F.G.= 4.94 I o /� �' � '� �_/ � T.O.F.=6.84 A A Z
1 I ' �. � � ` ' , ��' � A � � •: \ F.G = 6.17 �•' . . . . .��_� T.O.F.=6.63 � 3.85�,�0
�I� , � � . Q'�• �`� LOT 18 � "?? o / �' ���� � _, / % ' � � 5.57�.G.= 5.96 � > 3.96 , l FINAL PARK O
:.o T.O.F.=6.19 � � �� � � 9�� - .o � � � � ' `
� I �.g`L �s� .`��� , '' ' ;' � � ��F.�.= s.s2 � ; s / �� � 5.72� / f � , / �� � -, o ; GRADING DETAILS TO
' .a s• p. . � 4.s `:� � R ,l. ,o s LOT 6 4.56 v' BE PROVIDED NEXT �
� �' l � � , � � � � �... a� _ _ Si �
� o. '�o �� _� '. .P � �O \ \ / � '/ -�4.22 � LOT 37 � ? /• A� T.O.F.-6.49 / -a •p�. ROUND
p i � / o � / � � � � T.O.F.=6.64 . 1 F.G.= 5.82 iQ � < \ .,,
. 'a I •• �
'.
,
o . � , �' ' � >i � �� "; �,l � / y� � $0 . � � � � F.G.= 5.97 � � :� =, ' S.44 I o O
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F.G.= 3.44 � - w I O.
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LOT 24 F.G.= 10.05 i ��I ;'. .1� � LOT 6 �' � � � � � z �
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T.O.F=9.08 � 6 `L � -
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�LOT 26 \ > . � � a F.G = 9.11 \ \ \ \ o
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T.O.F=9.07 � / �.. ... ' o� . ` � , •6' _ ' •.�� � � O
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F.G.= 8.40 � ` o<' :'' ��° � FL-FL � ' � � ` \ m
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�� a �� F.G.= 9.28 �� _� h �_ F G= 9.92 � J . �;� Y � �- � BRB
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=8.93 � � �` ''` � r � '�I DESIGNED
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- - � � LOT 11 � : �9 � � I T.O.F.=9.37 ,.
s.2s � . • � LOT 19 z -- I �'1 . '::I. I
1 \ � •st �� s`•� 7 •• � � T.O.F.=9.76 J T.O.F.=10.36 � - w F.G.= 8J0 �>
80 � �9 • � '`� � F.G.- 9'09 0- -� � F G = 9.69 � J o � � f: � u / \ � \ \ BRB
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� °o � � { o'.- Q.�o. � �/ T.O.F.=9.50 'e T.O.F.=10.07 � '. a�{ _� �
/ � � ' .''/. . " � � \ � F.G_,�,_8.83 �, -� p�_ F.G.= 9.40 j .,, -o.. I I / \ \ �PpO.L/C
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/ � L - �l � O - - - - F_G.- 8.57 - - - - � 0 6.57 �0 FG = 9.10 ) s.� . _� � � � ) �'�� •��C
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o . • '�� o -s �.� � � • ' � s.s� � _ - �y ;�,� LOT 2 ` 2.� r
� '� A " �'ALLEY J - �- � - -e� � - -�"^"` `� - � � - 6.11 �O � '� o ` � F= I \ 5� 1. TOP OF FOUNDATION ELEVATIONS TO BE
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., , •� h . •s _ _ _ .�,_ _ .o _ �00 . I:. �RI I F c.= 7.ss � � \ PROVIDED WITH SECOND ROUND.
/� ' . /� 6 'I �' ��� ° �� � � � LOT 15 I ` � ° �:�, � ��.: o���, � � �
./p� ' � � �I '. c� `
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o T.O.F� 9.19 � ✓ � � � o'`�"� `b ��°� � g � 2. THE TOP OF FOUNDATION ELEVATIONS SHOWN
•�� � . , ��. . , / 6.85 ,`�y oDo� �� � �h � � _ � . ` � o<�,�, > � � o � ARE THE MINIMUM ELEVATIONS REQUIRED FOR
� � �`S.00, F.G.- 8.52 � �L 7c � �n
7 J � ; �. �. /�� L, LOT 12 �y ` � � � °c� �```�'� ' °�� �- 0 �I 1� `�S ` PROTECTION FROM THE 100-YEAR STORM.
T.O.F=7.57 � ^'� � ' �`� �-�?� y : 'I�. : "' \ MINIMUM FINISHED FLOOR ELEVATIONS ABOVE
� � �� =�� / F.G.= 6.90 / � � LOT 13 LOT 14 LOT 15 LOT 16 � o -. .. I , - '� _
i� - - = , = T � • \ � � \ THE 100 YEAR WATER SURFACE IN STREETS,
�.'�Z- . op, / � T.O.F.=8.18 T.O.F.=8.30,T.O.F.=8.42 T.O.F.=8.42 � a . �� � ;, , � � � \
j, �• v . . . . 5,gg � F.G.- 7.51 F.�.-`7.s3''F.�. 7.75 F.G.- 7.75 . �� LO _ 16 I '� v�.� � . o . � o , � � \ CHANNELS, DITCHES, SWALES, OR OTHER
9 �, . � i I TYs�'�- -� �Y � �'� : �� � i��� � T 0 F.-8.89 \ DRAINAGE FACILITIES, AS ILLUSTRATED BY A
/.°Q �43gg � 6.65 / ` ' / / `\ �� � 5.42 v '`'` F G=�8�� _60 e � : � � LOT 1 � 1
� MASTER GRADING PLAN ARE TO BE SHOWN.
� - � � � LOT 11\L 'o - - \ \ �' �� � <6 � I�� . ' p 'I I ` - � ' \ `\ 3. R FE TO ST ET PL N & PROFILES ON
\ \ � T.O.F.=8.15 �
' � � `. o � 5.74 -- 5.79 ,�� �e� �� ��. s 5.87 �� �I' I ` F.G. 7.48 0�. � E R RE A
�:� • T 0 F.-7.57 � h �h• h• h• ��e. .. � � �: . ; . ,.. -rYF;. , ,
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� INFORMATION
Q :d. l x6.48 / � o. 5.35 O� � - � � o , •:� � � 6+ �� �� � ' � ` \ '
� ' T.O.F.=8.60 '
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I 36.00 / : � / - � � �Q� ,. ,
�� FL-FL � ' � � F;G.= 5.47 m � . . . . . � ►. o-� �/ R9 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 ` :• RE �-
� i � �,�. � � ` A9 ' - = T.O.F.=4.93 - ' � I �'. �P' �
� *' 6. 5.27 \ ��a ,, s.. .� ;: . / � T.O.F=5.35 T.O.F=5.35 FO:F. 4.56 F.�GF= 4.48 F.G.= 4.26 F.�.F 4.141 T.O.F=4.61 � •y� � V • � Q�� G'��
: :, . .
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` �'` LOT 19 �u � _ _ , LOT 29 LOT 30 LOT 31 LOT 32 �y �p GO ; �
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: �
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3.65 F.G.= 3.81 F.G 4.
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� � � � . �,-:. ` �� a 4 82 e�999� � - -` LID#5 (UNDERGROUND � � 1. TOP OF FOUNDATION ELEVATIONS TO BE
I �\ �`�' ?o r / ( -� � I INFILTRAl10N � �' o RAISED CROSSWALK PER PROVIDED WITH SECOND ROUND.
� ti ? ' � :� `oo I � /� \I I_ - � � � ,
v . o� � � y � � o o LCUASS DETAIL 1613 2. THE TOP OF FOUNDATION ELEVATIONS SHOWN
RAISED CROSSWALK PER � � � � � J / �
� . END CONCRETE � � � � � ��9 ARE THE MINIMUM ELEVATIONS REQUIRED FOR
LCUASS DETAIL 1613 ,'` � -�� � � � �,�� � � 99 .v e
PROTECTION FROM THE 100-YEAR STORM.
I , �" � � � �5000 �\ , � � � z � � MINIMUM FINISHED FLOOR ELEVATIONS ABOVE
�q , �� ..' � 1 . � � �� � � 1�g9��, � � Q � s � THE 100-YEAR WATER SURFACE IN STREETS,
I �;.a � •q . r I �- / - � � z � CHANNELS, DITCHES, SWALES, OR OTHER
, � RAISED CROSSWALK o � �' DRAINAGE FACILITIES, AS ILLUSTRATED BY A
�j, ��� ! � PER LCUASS �A � � � MASTER GRADING PLAN ARE TO BE SHOWN.
/ � �.' �_ I � � `�� � DETAIL 1613 ,,.�
I � � � / w �.V:, � 4999, N
js h�> �. E � / � I 1 � '� � I '�m� � � � 3. REFER TO STREET PLAN & PROFILES ON
� � , � "� '`' ` � �� �y� � I � ' � � � I- SHEETS 144 - 176 FOR FLOWLINE PROFILE
rn i - -� oo� � a' �s � w
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Y � T O.F.=4.491 .T.O.F �
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'/ � I � � I � �: . � � LOT 57 T.O.F=5.11 �
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!I C,� / � ' 0� ,� ►i ✓ F G.= 3.82 • - F.G.
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pp �,.. :� ' �- �\ � I ��� � y'� T.O.F.=4.23 , �o T.O.F-4.37 T.O.F=4.61 F.G= 4.22 F G'i I 4 4 I19 �
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I � � � �s �.G.- 3.56 F.G.- 3J - 3.94 ' �' � °r� PROPOSED CONCRETE � . .; ,:�: �
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_ � PROPOSED PAVERS
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1 .�?�'� � LCUASS DETAIL 1613 I �,°��O ''�� ��
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I � e O' ��O �5pp1 Goo o �o�S '� � � �- `L �0�` � � N N CONSULTING ENGINEERS
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T.O.F.=5.38 T.O.F.=5.57 T.O.F.=5.72 'T.O.F.=5J2 T.O.F=6.20 T.O.F=6.39 T.O.F=6.61 T.O.F=6.79 T.O.F=6.97 T.O.F=7.14 T.O.F=7.32 T.O.F.=7.51 LOT 16 � � '• � : :. 5.86 � � � � H
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' ,. - - - - 53 F.G.= 5.72� F.G.= 5.94 F.G.= 6.12 F.G = 6.30 F.G.= 6.47 F.G.= 6.65 F.G.= 6.84 T.O.F.=7.76 `, \ ' . , ' 1• � _ $' �
-+ F.G.- 4.71 F.G.- 4.90 F.G.= 5.05 F.G.- 5.05 F.G.- 5. � � W
+ � � �"� -G�P� B I Yf�t: %� p-i. r ��_ o •.
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5.26 T.O.F.-5.09 T.O.F.-4.98 � � \ � ` \ \ , . \ -�� � � � "-
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`' LOT 27 LOT 28 �, • ' °. LOT 29 LOT 3,0�LOT 31 LOT 32 �y �• o�• e�• F.G.= 6.91 � ` � -.. .o. , ., + _ �oQ? � Q� � o.
T.0 F.-4.30 T.O.F.-4.14 � ; T.O.F.-4.32 T.O.F.-4.48 T.O.F=4.75 T.O.F.=4.92 ^ � ` � T O.F.-7.20 � . , t� t�0 �� <c/
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F.G = 3.63� F.G.- 3.47 1 F.G.- 3.65 F.G.- 3.81 F.G.- 4.08 F.G.- 4.25 LOT 33 LOT 34 LOT 35 LOT 36 \ I �
' I � � . I _ ,_' u f ,. y�� T.O.F.-5.37 T.O.F.-5.47 T.O.F.-5.63 T.O.F.-6.04 y I, � I � � � � ,^� ro.� \ a � _o . � � � � 3.96 . / 1 /pNAL E�
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,�ti6� ��e ' ,� F.G,-� 4.70 F.G.- 4.80 F G= 4.96 F.G= 5.37 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 ` �• � ` ' � ` � � ro � �
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F G.- 5.63 F.G.- 5.82 F.G.= 6.02 F.G.= 6.21
F.G.= 6.58
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� � �� RAISED CROSSWALK PER '= -. ' �Q �N '= � :� � �
� LCUASS DETAIL 1613 �. , o� � �� R ��� �`•�'� �°�' ��Ok �� � `'� � \ . o; . P-� {� � � \ � � �� ` �� 2. THE TOP OF FOUNDATION ELEVATIONS SHOWN
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m � s 8 ' � -. � � PROTECTION FROM THE 100 YEAR STORM.
� 9�;�. • ' � , . T.O.F.=7.32 0 �
� Z ` � -•; 1 � �, �•: •�° ' `�`o � ' ,� o � 1s �..�. �� � � " o MINIMUM FINISHED FLOOR ELEVATIONS ABOVE
F.G.= 6.65
� � Q � . : � � oo "' .; - �. � �� �'" I �\ THE 100-YEAR WATER SURFACE IN STREETS,
\ , � � , •: o �+ s '"t° o\ 1 � �� � � N CHANNELS, DITCHES, SWALES, OR OTHER
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RAISED CROSSWALK�o � �� e ' a '' �1 s �� ' ,��� 1� s -' \ � � , � "'� �, DRAINAGE FACILITIES AS ILLUSTRATED BY A
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PER LCUASS � '.� :. R o ` xp sr? � A As A� so R s��_ \ � �a � � � � � MASTER GRADING PLAN ARE TO BE SHOWN.
� DETAIL 1613 '� y 4�s -� � , '.�a� o .. i � s �c � � ��� �-I I ` a 1 s.�s � LOT 7 `
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� �°`"' � / 9l �-` °j . ..` . � g, � _ \ 3. REFER TO STREET PLAN & PROFILES ON
H �c°-� / . �'� � � � ' � � � � � \ � �� . `b+\'�\ F.�GF 6.4$ � ` SHEETS 144 - 176 FOR FLOWLINE PROFILE
W . � ` M\ \ � � ��'P � � � ' � INFORMATION.
W ?s ?� ���� 1.00 , 0 �� � ? � � � � � 1 °° ` � _ tO \
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F.G.= 3. LOT 29 ' .... '` ' . LOT 59 T.O.F.=4.89 F.G.=_4.44 F.G.- 4.66 F.G.v- 4.75 F.G.= 4.90 F.G.=: 5101 F G.=c5.62 F.G.= 5.80 F.G.-_5.98 F.G.- 6.16 F.G.- 6.39 F.G.- 6.67 F.G.= 7. -...� � ; 1
.. . . . LOT 58 - \
y'� T.O.F.=4.23 ;... o. I . ,. . , .. . _ 22� p :_,�_ E� � o _ � � �Y�� � uY?!_. ? u Y =, [� � !��a ;3 � � y I . ,_ � y � 3 39
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, �, ' NOTEs N . T. S.
� � �
I �� 1. ALL POTABLE & NON—POTABLE WATER MAINS SHALL BE CLASS
� � 150, C900 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS
� � OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT.
� cn �I 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET
� HORIZONTAL SEPARAl10N BETWEEN WATER AND SEWER MAIN
� � LINES AND SERVICES.
� I 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL
� � � SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR
� SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH
� THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING.
I �� ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR
I GREATER SHALL BE INSTALLED.
� � �� 4. ALL EXISTING U1ILITY LOCAl10NS SHOWN ARE APPROXIMATE
� AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO
� �I CONSTRUCTION. _ Z
� 5. NO TREE(S) SHALL BE LOCATED WITHIN 10 FEET OF DISTRICT O
� FACI LI Tl ES. �
�� c�'n I 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES (n
� I UNLESS OTHERWISE NOTED. �
� 7. SANITARY SEWER SERVICES SHALL BE 6� PVC UNLESS � Z
� OTHERWISE NOTED. � Q
� � � 8. SANITARY SEWER MANHOLES SHALL BE 48� DIAMETER UNLESS � 0 J
� � OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE m �
I � PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. W
I � 9. ALL MANHOLES SHALL BE AIR 11GHT AND VACUUM TESTED IN � �
� � � ACCORDANCE WITH DISTRICT REQUIREMENTS. (n � �
� 10. CONTRACTOR SHALL WSTALL CLAY CUTOFF WALLS 10' �
I� � � UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q = J
ENCOUNTERED. � � �
�� � 11. ALL POTABLE AND NON—POTABLE WATER SERVICES SHALL BE �
� U, I 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1" Q �
U' I TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. �
I METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND
� � SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS. Z
� � 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED O
I cn IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL �
I `� �� REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER.
� � LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM
� � THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER
� PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED
� � I � ss AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL.
I s' `o� 13. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE
�� � SFi�F� OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT.
� MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED
� SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO
I c�'n � �
I � o THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE
� � N �, OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE
I �
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SANITATES T• �
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I� � � CONSULIING ENGINEERS
I � 748 Whalers Way
I � SS_�� Suite 200 Fort Collins
I � 15" SEwER Ph nelor970.226 0557
� I
I � I �oB No. 1230.0009.00
� II SCALE 1" = 30�
I �
I� � � �A� JULY 17, 2024
� � 50 � 50 100 SHEET
� I scale 1"=50' feet
' 47 of 216
SEE SHEET 50
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EX. 20
B�XTp,T ON �
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DISTRICT ��NA�E
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� � �
� NOTEs N . T. S.
� � EX. 21" SANITARY SEWER
� cn � 1. ALL POTABLE & NON—POTABLE WATER MAINS SHALL BE CLASS
�� U' I 150, C900 PVC, BURIED WITH 5 TO 6 FEET OF COVER UNLESS
� I Ss—o� OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT.
� I 15" SEbt,ER 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10—FEET
1 � HORIZONTAL SEPARAl10N BETWEEN WATER AND SEWER MAIN
LINES AND SERVICES.
� � �� 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL
I � SEPARATION IS LESS THAN 18—INCHES, THE CONTRACTOR
� � SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH
THAT NO PIPE JOINTS ARE WITHIN 10—FEET OF THE CROSSING.
I� � � ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18—FEET, OR
� � GREATER SHALL BE INSTALLED.
� I 4. ALL EXISTING U1ILITY LOCAl10NS SHOWN ARE APPROXIMATE
I AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO
�� � � CONSTRUCTION. Z
� 5. NO TREE(S) SHALL BE LOCATED WITHIN 10—FEET OF DISTRICT O
1
FACI LI Tl ES. �
� �� 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES (n
I UNLESS OTHERWISE NOTED. �
I � �� 7. SANITARY SEWER SERVICES SHALL BE 6� PVC UNLESS � Z
� � OTHERWISE NOTED. � Q
� � 8. SANITARY SEWER MANHOLES SHALL BE 48� DIAMETER UNLESS � 0 J
� OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE
I
PER STANDARD BOXELDER SANITATION DISTRICT DETAILS. W �
�� � � 9. ALL MANHOLES SHALL BE AIR 11GHT AND VACUUM TESTED IN � �
� I ACCORDANCE WITH DISTRICT REQUIREMENTS. (n � �
� I 10. CONTRACTOR SHALL WSTALL CLAY CUTOFF WALLS 10' _ �
� � I UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q
i J
� ENCOUNTERED. � �
� � 11. ALL POTABLE AND NON—POTABLE WATER SERVICES SHALL BE � �
� � 3/4" TYPE—K COPPER ON A SINGLE METER PIT AND 1" Q �
� � TYPE—K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED. �
I � � METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Z
� cn � SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS.
� � 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED O
� IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL �
� � REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER.
� I LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM
�� U' I THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER
� PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED
� AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL.
I �� 13. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE
I � � OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT.
� � MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED
� � SURFACE, OCCASIONAL SEASONAL MOWING 23' ADJACENT TO
�B � � THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE
OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE
�� c�n �I WITHIN THE EASEMENT.
\ �' I �
� \� I �
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EX. 24" PRPA WATERLINE
� I �
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\ � I TST,
\ \ � CONSULIING ENGINEERS
� � �> � �1� Su te8200�Fo t Co lins
\ \ � �- Colorado 80525
00 �i'� � Phone: 970.226.0557
\ �G I�o• F �oB No. 1230.0009.00
� \ �`+ � �� ��\\
� �i �� �� ` � SCALE 1" = 30�
\ I \ � DATE
EX. 12" ELCO WATERLINE �� , �`, \
� ` \ JULY 17 2024
\ '
� � \ �'S'� 30 � 30 60 SHEET
\ \ � `•.
� � \ scale 1"=30' feet
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SEE SHEET 51
SEE SHEET 50 N
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� �° �' ��° � � � N . T. S.
�� � �� � NOTEs
� �o ,� �o �
�/ �,Z,� � / � � 1. ALL POTABLE & NON-POTABLE WATER MAINS SHALL BE CLASS
\ 150 C900 PVC BURIED WITH 5 TO 6 FEET OF COVER UNLESS
� \ � , ,
� � �p �� � �o OTHERWISE NOTED AND/OR APPROVED BY THE DISTRICT.
\ � � � � 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10-FEET
� \ \ / HORIZONTAL SEPARAl10N BETWEEN WATER AND SEWER MAIN
�\ / �
� �p / ''� /� o / LINES AND SERVICES.
\ / � / � 3. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERT1CAL
\ \ / � -
�
SEPARAT10N IS LESS THAN 18 INCHES, THE CONTRACTOR
� � \ o�� �� �O �� �, � SHALL CENTER THE WATERLINE OVER THE CROSSING SUCH
� \ Q- ''� � THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSING.
/y o� �� \ EX. 24" PRPA WATERLINE � / �o��o� � �o �
\ ONE LENGTH OF PIPE, WITH A LAYING LENGTH OF 18 FEET, OR
w ,�. � / / GREATER SHALL BE INSTALLED.
\ �,�'' � / p � � 4. ALL EXISTING U1ILITY LOCAl10NS SHOWN ARE APPROXIMATE
� �y .� � \ / � � � o AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO
� �Ci ,\ EX. 12" ELCO WATERLINE � � � CONSTRUCTION. Z
�Ty\ � �y � � � 5. NO TREE(S) SHALL BE LOCATED WITHIN 10-FEET OF DISTRICT
r(, ��y �` // O � / O
FACI LI Tl ES. �
� �ST� ,� / '� � ��o � 6. ALL HYDRANT TEES ON THE MAIN LINE SHALL BE SWIVEL TEES (n
\ � / O UNLESS OTHERWISE NOTED. �
� \ � � � �- �
'�' � �tiF' �/ � ��, / 7. SANITARY SEWER SERVICES SHALL BE 6 PVC UNLESS � Z
��,,J � o � � �� � OTHERWISE NOTED. Q
\ � O o �
\ / 8. SANITARY SEWER MANHOLES SHALL BE 48 DIAMETER UNLESS � 0
\ EX. ELE EX. EL O F
\ CTRIC ECTRIC / "� � J
� � � � �F / /� ��' � / OTHERWISE NOTED. ALL SANITARY SEWER MANHOLES SHALL BE m �
\ \ /� / � / � 9. ALL MANHOLES SHALL BE AIRNIIGH� ANDSVAICUUM TESTED IN � W
oy� � .,��'� �� � �� ACCORDANCE WITH DISTRICT REQUIREMENTS. (n � �
\ � '
\ � 10. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10 Q �
� \ � � / �
\ \ � � � / UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q = J
\ \ / p ENCOUNTERED. �
\ �o / � /� � � 0 11. ALL POTABLE AND NON-POTABLE WATER SERVICES SHALL BE � �
\ � � � � �
�� � \ �� � � � 3/4 TYPE-K COPPER ON A SINGLE METER PIT AND 1 Q �
EX. 24" PRPA WATERLINE \ TYPE-K COPPER ON DUAL PITS UNLESS OTHERWISE NOTED.
� \ �� � / �
� \ � � � o � � �o � METER PITS SHALL BE LOCATED WITHIN THE EASEMENT AND Z
� � SHALL NOT BE LOCATED UNDER DRIVEWAYS OR SIDEWALKS.
� / `F� � / � � 12. LANDSCAPING WITHIN THE TRAIL EASEMENT SHALL BE PROVIDED O
\ �
�,, iy � � �� ��o IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL �
EX. 24" ELCO/NWCWD WATERLINE � \ � /� �� / REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER.
� \ � � j EX. FIBER OPTIC LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM
� \ THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER
\ PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED
� ,c `� � O �
\ p � AND MAINTAINED TO AVOID OVER SPRAYING ONTO THE TRAIL.
� \ � /� � � 13. THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE
� � \ � OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT.
\ ° MAINTENANCE CONSISTS OF SNOWPLOWING OF THE PAVED
\ � �� F � �� � SURFACE OCCASIONAL SEASONAL MOWING 23' ADJACENT TO
� w fE� THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE
� \ � ,,`j Dy �\ OF THE TRAIL, AND ALL OTHER LANDSCAPING MAINTENANCE
�, � �o � WITHIN THE EASEMENT.
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\ TST INC.
�
� � � CONSULIING ENGINEERS
� � 0,5,� 748 Whalers Way
� � � \ Suite 200 Fort Collins
/ / � � � Colorado 80525
� �O \ � Phone: 970.226.0557
/ / \ JOB N0.
� \ 0 1230.0009.00
� \
\
� / / \ �� �� � SCALE �» = 30�
/ \ \
�\ DATE
� � / �y JULY 17, 2024
� � \ \ 30 � 30 60
/ / � SHEET
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: F 51 of 216
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DRIVEWAY PROPERTY LINE DRIVEWAY PROPERTY LINE DRIVEWAY PROPERTY LINE �
3.0' OFF 1.0' FROM 1.0' FROM 2.5' OFF 1•5'-7.5' FROM 1.5'-7.5' FROM 2.5' OFF 1•5'-7.5' FROM 1.5'-7.5' FROM
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SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK
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SINGLE FAMILY ATTACH� - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACH� - SINGLE FAMILY ATTACHED - 22FT SINGIE FAMILY ATTACHED - SINGLE FAMILY ATTACHED -
COMPACT LENGTH LJVE/WORK 22EI 22EI
COMPACT LENGTH (�MPACT IFNGTH COMPACT LENGTH IXTERIOR CORNER 'COM�PA�RT LENGTH LJVE/WORK CEOMERI�CRT LENGTH LJVE/WORK
EXTERIOR CORNER INTERIOR EXTERIOR
OCCUPAT10N: 66.0� FRONT YARD ; FRONT YARDI, FRONT YARDI,
OCCUPAT10N: 61.096 OCCUPATION: 78.5% OCCUPAT10N: 63.996 COVERAGE: 83.57L OCCUPATION: 80.09L OCCUPAl10N: 68.47L
COVERAGE: 72.OX COVERAGE: 89.8% COVERAGE: 75.3X F.B. PRIMARY: 1009L COVERAGE: 90.OX COVERAGE: 86.09L
F.B. PRIMARY: 10096 F.B. PRIMARY 1009G F.B. PRIMARY: 10096 F.B. SECONDARY: n/a F.B. PRIMARY: 1009L F.B. PRIMARY: 100�
F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY n/a �; SIDEWALK y SIDEWALK �; SIDEWALK
N IJ N T5 N IJ
SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED - SINGLE FAMILY ATTACHED -
IXTENDED LENGTH EXTENDED LENGTH IXTENDED LENGTH
IXTERIOR CORNER INTERIOR EXTERIOR
OCCUPATION: 68.3% OCCUPATION: 71.4X OCCUPATION: 60.97G
COVERAGE: 90.6X COVERAGE: 95.4X COVERAGE: 80.77G
F.B. PRIMARY: 100% F.B. PRIMARY: 100% F.B. PRIMARY: 100�G
F.B. SECONDARY: 69.6X F.B. SECONDARY: n/a F.B. SECONDARY: n/a
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EXTERIOR CORNER COMPACT LENGTH COMPACT Lf:NGTH COMPACT LENGTH COMPACT LENGTH COMPACT LENGTH
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OCCUPATION: 83.19L
COVERAGE: 89.5�G OCCUPATION: 86.996 OCCUPATIONi: 74.OX OCCUPATION: 78.696 OCCUPATION: 83.196 OCCUPAnON: 67.696
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TST, INC.
CONSULIING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
20 � 20 40 SCALE 1�� = 20�
scale 1"=20' feet �a�
JULY 17, 2024
SHEET
52 of 216
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INTERIOR EXTERIOR CORNER IXTENDED LENGTH IXTENDED LENGTH IXTENDED LENGTH
IXTERIOR CORNER INTERIOR IXTERIOR TST, INC.
OCCUPAl10N: 52.3� OCCUPATION: 50.596 CONSULIING ENGINEERS
COVERAGE: 77.6X COVERAGE: 78.3'X, OCCUPATION: 58.796 OCCUPATION: 71.4X OCCUPATION: 60.9% 748 Whalers Wa
F.B. PRIMARY: 77.8� F.B. PRIMARY: 77.896 COVERAGE: 77.996 COVERAGE: 90.07G COVERA(�: 80.796 y
F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. PRIMARIf: 10095 F.B. PRIMARY: 1009L F.B. PRIMARIf: 100X Suite 200 Fort Collins
F.B. SECONDARY: n/a F.B. SECONDARY: n/a F.B. SECONDARY: n/a Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
20 � 20 40 SCALE 1�� = 20�
scale 1"=20' feet �a�
JULY 17, 2024
SHEET
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TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
J08 N0.
1230.0009.00
SCALE
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CONSULTING ENGINEERS
748 Whalers Way
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Colorado 80525
Phone: 970.226.0557
J08 N0.
1230.0009.00
SCALE
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� 1. REFER TO COVER SHEETS FOR LEGEND AND
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BARRIER MATERIAL AT A MINIMUM DISTANCE
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WIDTH OF TWELVE INCHES (12�). SEE SHEET �
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TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
J08 N0.
1230.0009.00
SCALE
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1. ALL STREET INLETS ARE CDOT TYPE 13
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2. ALL ALLEY INLETS ARE CDOT TYPE 13 INLETS
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TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE
H:1"=50' V:1"=5'
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TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE
H:1"=50' V:1"=5'
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1. ANY UTILITIES NEAR CONSTRUCTION ACIIVITY NEED TO BE
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2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A
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3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA &
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TST, INC.
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748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
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JOB N0.
1230.0009.00
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DATE
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NOTES:
1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL
RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED
TO A MINIMUM OF 95� MODIFIED PROCTOR DENSITY. �
2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Z W
ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT O J
5020 5020 SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER �
ALLEY G AFTER SUBGRADE INVESTIGATION. MINIMUM PAVEMENT � LL
- - - - - SECTION SHALL BE DESIGNED FOR HEAVY-DUTY TRUCK � O
- HIGH POINT ELEV = 5005.4s TRAFFIC ON ALL SUBDIVISION ROADS. � �
- HIGH POINT STA = 10+81.30
PVI STA = 10+83.23 �
5015 PVI ELEV = 5005.5� 5015 MINIMUM ALLOWABLE PAVEMENT SECTION PER Q Q �
A.�. _ -�.22� PRELIMINARY GEOTECHNICAL REPORT BY EEC:
K = 32.8s ASPHALT PAVEMENT AGGREGATE BASE � W O�
M 40•F� 00� = THICKNESS(,IN) THICKNESS�IN� � �
LOCAL CONNECTOR/COMMERCIAL 5.5 11.0 � Q Z
"'� N M MINOR COLLECTOR 5.5 7.0 = a
5010 +o +0 5010 Q J
�� �� � � �
- �� �� - - - - 3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITTED a
_ m�m w�w = _ - PROPosED - TO THE CITY OF FORT COLLINS PRIOR TO PAVING. � �
GRADE � W
5005 0.55� 5005 4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS
-o.s7� O
o.00� -o.b89e NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED �
- - - sTA = �2+ss.4� TO A MINIMUM OF 95% PROCTOR DENSITY. �
- ELEV = 5004.07 STA = 13+28.41 �
- - - ELEV = 5004.07 �
- - - ExisTiN� 5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT.
rjQ�� o � GRADE _ - _ - - rj���
o � �� � _ - _ - - - _ _ _ _ _ - - � 6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD,
- o � J� -- _ N N ALL-WEATHER DRAINING SURFACE CAPABLE OF
SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORAl1NG
ii u � � PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING.
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9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50
TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE
H:1"=50' V:1"=5'
DATE
JULY 17, 2024
5� � 5� ��� SHEET
scale HORIZ: 1"=50' feet ��� O� ���
VERT: 1"=5'
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FILENAME
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5004 5004 13+00 13+50 5004 5004 5004 5004
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_ �°� �.� 4998 4998 — _ _ _ — � 4998 4996 4996 4996 4996 4996 _ _ _ — — — � 4996 Z
4996 4996 4996 4996 4994 4994 4994 4994 4994 4994 O
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17+50 � �
5002 5002 NOTES: � � 0
5000 Z � 5000 18+00 18+22. �J6 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL m W �
RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED
4998 �73 4998 5002 5002 5002 5002 TO A MINIMUM OF 95� MODIFIED PROCTOR DENSITY. � � V
�6�8.73 �
4996 � _ _ _ _ _ _ _ _ 4996 5000 5000 5000 — — — _ _ _ _ _ _ _ _ _ 5000 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL Q = �
4994 4994 4998 4998 4998 4998 SECTI0NRT0 BE DETERMIN DC BYNGEO?ECHNICAL ENGN EER � � �
499240 —20 0 20 404992 499640 —20 0 20 404996 499640 —20 0 20 404996 AFTER SUBGRADE INVESIIGATION. MINIMUM PAVEMENT Q �
SEC110N SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK
TRAFFIC ON ALL SUBDIVISION ROADS. ~ �
z a
MINIMUM ALLOWABLE PAVEMENT SECTION PER O W
PRELIMINARY GEOTECHNICAL REPORT BY EEC: � _
ASPHALT PAVEMENT 0
THICKNESS(IN� O
MINOR COLLECTOR 5.5 7.0 O
�
3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITIED
TO THE CITY OF FORT COLLINS PRIOR TO PAVING.
4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS
NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED
TO A MINIMUM OF 95% PROCTOR DENSITY.
5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT.
6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD,
ALL—WEATHER DRAINING SURFACE CAPABLE OF
SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING
PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING.
so' ROW (MIN.) TST, INC.
CONSULIING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
10' PKWY 38' ROADWAY 10' PKWY Colorado 80525
5. 6. �TYP.� (MIN.� 6• 5► Phone: 970.226.0557
WALK BIKE 8' 8' BIKE WALK JOB N0.
(MIN.) (MIN.) PARKING ��, ��, PARKING (MIN.) (MIN.) �Q 1230.0009.00
TRAV0. 1RAVEL PROPOSED GRADE
SCALE
- - -DpSTiNG GRADE 30 � 30 60 H: 1"=30' V:1"=7.5'
scale HORIZ: 1"=30' feet �a�
vERT: �"=7.5' JULY 17, 2024
MINOR COLLECTOR SHEET
N.T�
177 of 216
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DRAWN
BRB
CHECKED
DAP
DESIGNED
14+50 15+00 15+50 BRB
13+5 0 14+0 0 5010 5010 5010 5010 5010 5010 FILENAME
0009_CROSS SECTIONS
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NOTEs: o o O
19+00 1. SUBGRADE TO BE STABILIZED PER GEOTECHNICAL m W �
RECOMMENDATIONS PRIOR TO PAVING, AND COMPACTED
5012 5012 19+5 0 TO A MINIMUM OF 95� MODIFIED PROCTOR DENSITY. � �
� Q �
5010 � 5010 5010 ��+ 5010 2. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL
5008 5008 5008 5008 � �
ENGINEER DURING CONSTRUCTION. MINIMUM PAVEMENT
SECTION TO BE DETERMINED BY GEO?ECHNICAL ENGINEER � � W
5006 � �13 5006 5006 5006 AFTER SUBGRADE INVESIIGATION. MINIMUM PAVEMENT Q
5004 5004 5004 5004 SEC110N SHALL BE DESIGNED FOR HEAVY—DUTY TRUCK � Z
TRAFFIC ON ALL SUBDIVISION ROADS. �
5002 5002 5002 5002 Z �
- - - - MINIMUM ALLOWABLE PAVEMENT SECTION PER O �
5000 — — — — — — — — — — — — 5000 5000 5000 PRELIMINARY GEOTECHNICAL REPORT BY EEC:
4998 4998 4998 4998 � W
—40 —20 0 20 —40 —20 0 20 m
ASPHALT PAVEMENT
THICKNESS(IN� �
MINOR COLLECTOR 5.5 7.0 �
�
3. FINAL PAVEMENT DESIGN WILL NEED TO BE SUBMITIED Z
TO THE CITY OF FORT COLLINS PRIOR TO PAVING.
4. AGGREGATE BASE COURSE SHALL BE PLACED IN LIFTS
NOT EXCEEDING SIX INCHES AND SHOULD BE COMPACTED
TO A MINIMUM OF 95% PROCTOR DENSITY.
5. FLY ASH TO BE ADDED PER FINAL PAVEMENT REPORT.
6. FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD,
ALL—WEATHER DRAINING SURFACE CAPABLE OF
SUPPORTING 40 TONS. PRIVATE DRIVES INCORPORATING
PAVER DESIGN CAN HANDLE FIRE TRUCK LOADING.
so' ROW (MIN.) TST, INC.
CONSULIING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
10' PKWY 38' ROADWAY 10' PKWY Colorado 80525
5. 6. �TYP.� (MIN.� 6► 5► Phone: 970.226.0557
WALK BIKE 8' 8' BIKE WALK JOB N0.
(MIN.) (MIN.) PARKING ��, ��, PARKING (MIN.) (MIN.) �Q 1230.0009.00
TRAVEL TRAVEL PROPOSED GRADE
SCALE
- - -DpSTiNG GRADE 30 � 30 60 H: 1"=30' V:1"=7.5'
scale HORIZ: 1"=30' feet �a�
vERT: �"=7.5' JULY 17, 2024
MINOR COLLECTOR SHEET
N.T�
178 of 216
N
� �
APPROX. 2 FEET OF ADDITIONAL ASPHALT '
WILL BE ADDED TO EACH SIDE OF THE EX.
ROADWAY. CONTRACTOR TO SAWCUT BACK TO CENTER
OF PROP. BIKE LANE, PLACE 4' OF NEW PAVEMENT • r e
THEN MILL & OVERLAY ENTIRE BIKE LANE FOR BOTH �
SIDES OF ROAD FOR EXTENTS OF IMPROVEMENTS. � .:� o
CONTRACTOR TO MATH EX. SLOPE OF ROAD, AND TIE
BACK TO EX. GROUND AT NO GREATER THAN 4:1. � � �
� z �
O p U
:e� � � w
SAWCUT AND REMOVE � APPROXIMATELY 2306 �? �
MILL & OVERLAY APPROXIMATELY 4128 ��g � � S.F. PROP. ASPHALT. �
APPROXIMATELY '
6403 S.F. EX. _ _ _ _ _ _ _ S.F. EX. ASPHALT. _ _ e °
- - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ASPHALT
p:
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485.00' • ° 249.61'
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y ,
I E � O " ! � 1. THE LIMIT OF ALL MILLING SHOWN HEREON
I '�° '
APPROX. 2 FEET OF ADDITIONAL ASPHALT e�, � I IS APPROXIMATE, FINAL LAYOUT TO BE
WILL BE ADDED TO EACH SIDE OF THE EX. I �� :° � ° '' I APPROVED IN THE FIELD BY THE CITY
ROADWAY. CONTRACTOR TO SAWCUT BACK TO CENTER I �;� � � � � � I INSPECTOR.
OF PROP. BIKE LANE, PLACE 4' OF NEW PAVEMENT I ° � � ��` � ` ��` I
THEN MILL & OVERLAY ENTIRE BIKE LANE FOR BOTH � ''d: � ° �,. � � �� ;' I
SIDES OF ROAD FOR EXTENTS OF IMPROVEMENTS. � �� . `. . . o �. . I
CONTRACTOR TO MATH EX. SLOPE OF ROAD, AND TIE � ,=� ;: � . . l;i �
BACK TO EX. GROUND AT NO GREATER THAN 4:1. � :a� 6 ;.. I
� ' k ° ��� � PAVING LEGEND
MILL & OVERLAY SAWCUT AND REMOVE I ' .,�;.� .. ,, �. ry` I APPROXIMATELY 2767
A P P R O X I M A T E L Y APPROXIMATELY 3972 I � •� '<. ` ; m>�; . I S.F. PROP. ASPHALT. Z
6010 S.F. EX. S.F. EX. ASPHALT. _ _ � �.• '; ... . .1. �. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING ASPHALT O
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -ASPHALT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a�� I � u• . �
,.
p� a s � PROPOSED MILL & OVERLAY � �
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�: : .: �, ` 2so.00' REMOVE & REUSE EX. ASPHALT Q Q �
485.00' ' a ° '
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= - - -_ - _ -
� � � N = - _ - — (TO BE MILLED) Q
- _ �-_ ---- _- - - - _- - - - - - - - - - _ - -_- -_ _ -- --- -- --- -_-� --- _�-� -=- __ - -- -- - _- -- - - - -
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` - � N GIDDINGS RD 1 EXISTING STRIPING Q J
_� _
� -- _- _ __ _- _ _.�.--- --. � � - __ __ � e_ .-.— _ . _ _ _ _ _ - — - - - � - , - - - -- - - - - - - - _ (TO BE REMOVED VIA GRINDING � �
�_ _� _
� � _� __ ,,,,.
_. �
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� . _ _ . � METHODS) Z �
-- - �
� � � � PROPOSED STRIPING �
REFER TO TOWN STREET STANDARDS FOR
ADDITIONAL REQUIREMENTS.
MILL AND OVERLAY EXISTING TST, INC.
ASPHALT MINIMUM 2" DEPTH. VARIES REFER TO PLAN CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
� Z Colorado 80525
Phone: 970.226.0557
EXISTING ASPHALT JOB N0.
1230.0009.00
PROPOSED ASPHALT THICKNESS = EXISTING
SAWCUT AND REMOVE EXISTING THICKNESS PLUS ONE (1") INCH. SCALE 1" = 30'
ASPHALT AS NEEDED WHERE 30 0 3o so
EDGE INTEGRITY IS DAMAGED
DATE
A3PHALT PATCHINC� DETAIL sca�e �"=30' feet JULY 17, 2024
N.T� SHEET
179 of 216
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MILL & OVERLAY � �
APPROXIMATELY �
5860 S.F. EX. � m
ASPHALT I
DRAWN
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CHECKED
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NOTES:
1. THE LIMIT OF ALL MILLING SHOWN HEREON
IS APPROXIMATE, FINAL LAYOUT TO BE
� � � APPROVED IN THE FIELD BY THE CITY
I INSPECTOR.
I
� � � SAWCUT AND REMOVE PAVING LEGEND
I APPROXIMATELY 3698 Z
I i S.F. EX. ASPHALT. EXISTING ASPHALT O
� �
I � � PROPOSED MILL & OVERLAY �
I i i � J
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REFER TO TOWN STREET STANDARDS FOR
ADDITIONAL REQUIREMENTS.
MILL AND OVERLAY EXISTING TST, INC.
ASPHALT MINIMUM 2" DEPTH. VARIES REFER TO PLAN CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
� Z Colorado 80525
Phone: 970.226.0557
EXISTING ASPHALT JOB N0.
1230.0009.00
PROPOSED ASPHALT THICKNESS = EXISTING
SAWCUT AND REMOVE EXISTING THICKNESS PLUS ONE (1") INCH. SCALE 1" = 30'
ASPHALT AS NEEDED WHERE 30 0 3o so
EDGE INTEGRITY IS DAMAGED
DATE
A3PHALT PATCHINC� DETAIL sca�e �"=30' feet JULY 17, 2024
N.T� SHEET
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- - � �%V� ' � � J� ����� FROST-PROOF M.H.COVER �
�,,� ,, suRFAce � 2"GALVANIZED AIR t SCREEN HYDRANT DRAIN OPE INGS
�� `UNDISTURBEDSOIL UNDISTURBEDSOIL � .�\��, ,,� 0:�. J Q Q \\ \\/, (NOTE 2) � � FILENAME
'�/ � �\, O D //\/� VENT LINE(NOTE 1) f X- MESH MUST REMAIN CLEAR o Q '
a a OF OBSTRUCTIONS o 0009_Details
PLUG TYPICAL CROSS-SECTION ' � ` � �� � PRE-CAST CONCRETE � THRUST 6"C900 DR18 PVC PIPE o�o �' •: '•
BEDDING ZONE \\" � j I� � � �=�--UNDISTURBED SOIL GRADE RINGS GROUT B�oCK a • �
BEARING AREAS FOR VARIOUS FITTINGS FT2 \/�\ � (�i / �N o r E s� ° � P�N ��C \,
.
/ ` ' / O O DI \ O �\� M.H. STEPS -RESTRAIN ALL JOINTS �� P••••
l / � \ �. r� __ �, \ I O `� �P' �
/\\/\ - ���� ' �$„ RESILIENT SEAT GATE VALVE V�•� �O �\O
SIZE TEE&PLUG 90°BEND 45°BEND 22�°BEND 11 4 BEND /� / / 'l� p /� COMPACTED $'-F"MIN. BOND BREAK � PQQ ,`��G
s° a.o s.5 3.o i.5 i.o \�/\��. 4 O.D. OR 4" MIN. D V� GRANULAR MATERIAL AIR RELEASE& �NOTE 4--- G S
VACUUM VALVE '� FLEXIBLE PLAN VIEW ��\� G�� ��
g^ 6.5 9.0 5.0 2.5 1.5 \//\//: ;� BRASS NIPPLE ,-,. COUPLING CONCRETE BLOCK TRACER WIRE TERMINAL BOX INSTALLATION e� `�� ; �V
12" 14.0 20.0 11.0 5.5 3.0 � � ` �•� \�
••�•�• �
�s" 25.0 35.0 �s.o io.o s.o �����__ /���� �� ��'��_ ������ SADDLE, FLANGE, ,< _ _ 6�� HYDw>NT GwaVEL o �O � ��
OR BOSS NOTE 3 � � ��NAL
PIPE SUBGRADE; STABILIZATION FITTING BRASS �
20" 38.0 54.5 29.5 15.0 7.5 �� �� ��� ��� � �� � � � G.V.
2a^ 55.5 �a.s 42.5 22.0 ��.o \ \ \ \ \/ MATERIAL IF REQUIRED ;i f o o O
\\�\\ \\ \\ \\ / \ \ \. i i NOTES:
30" 86.5 122.0 66.0 34.0 17.0 '._� ���///�//��//��j ,, ',�//i�//�, GROUT SCREEN-q"x4' MESH 1. NO LANDSCAPING(TREES,SHRUBS,
36" 124.0 175.5 95.0 48.5 24.5 ��' �` � `" ' ` �� / ' CONCRETE FOOTINGS NOTVENTTOBESURFACEDATFENCELINE, OWED WITHIN 10 OF FIRE R FIRE HYDRANT
BOULDERS,ETC.),RETAINING WALLS O
q2" 168.0 237.5 128.5 65.5 33.0 W/2-�BARS IRRIGATION DITCH OR AS ELSEWHERE HY RANT LL
SPECIFIEDBYDISTRICT. 2,�„
2. IF COVER SITUATED WITHIN GRAVEL 2. FIRE HYDRANT PIPING,VALES,ETC.SHALL
COMPACTED 1 ROADWAYLEAVECOVER4"BE�ow BE DOUBLE WRAPPED IN POLYETHYLENE.
NOTES: SURFACE 3. IF REQUIRED BY DESIGN ENGINEER OR TRACER WIRE TERMINAL BOX INSTALLED EITHER RIGHT
1. ALL CONCRETE SHALL BE POURED AGAINST UNDISTURBED EARTH GRANULAR MATERIAL 3. GATEVALVESIZED PERAIRVALVE ELCO OR LEFT OF EACH FIRE HYDRANT ASSEMBLY
2. ALL FITTINGS&PLUGS MUST BE WRAPPED WITH POLYETHYLENE TO PREVENT CONCRETE FROM ADHERING TO THE 4. LOCATE PER FIELD CONDITIONS
BOLTS OR PIPE. 4�-O�� I.D
Date File No. Date File No. Date File No. Date File No.
��`pRIMERCOGy Designed N A N�A esd020_typico%thnrst ��`pR�MER�oGy Designed N A N�A esd006 bedding_c%ss ��`pR�MER��Gy Designed N A N�A esd001_oirwc ��`pR�MER�oGy Designed N A N�A esd017�re h}x�ionf
W ` EAST LARIMER COUNTY WATER DISTRICT Drawn E�v Bizo Drawing No. � ` EAST LARIMER COUNTY WATER DISTRICT Drawn E�v oBizo Drawing No. W - `, EAST LARIMER COUNTY WATER DISTRICT Drawn RKB oB�9� Drawing No. � ` EAST LARIMER COUNTY WATER DISTRICT Drawn E�v Bizo Drawing No.
�L��.�✓�l E✓v a/2o o2a �/:��1 E✓v �o/z� oos L�/:��1 E✓V a/2� aa� �/:��1 E✓v e/z� on
TYPICAL THRUST BLOCK Revised NOT TO SCALE � TRENCH AND BEDDING DETAIL Revised NOT TO SCALE � AIR RELIEF /VACUUM VALVE WITH VAULT Revised NOT TO SCALE � 1YPICAL FIRE HYDRANT INSTALLATION Revised NOT TO SCALE
ArER01SSQ� Approved RS B�10 Sheet Ol of Ol ��A��St�`� Approved RS 8�2� Sheet Ol of Ol ArfR01St�� Approved RS 8��� Sheet Ol of Ol ��A��St�`� Approved RS 8�2� Sheet Ol of 02
� �
TRENCH J
CENTERLINE SECTION 2� (MIN) ' ' 2� (MIN) O a
� �
CARRIER PIPE CASING \ / > �
- � �j� � �
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i Z ���/�
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M � � O
�
� � \ / PVC OR DUCTILE IRON PIPE Q �
,/i,., Q = C)
CASING SPACERS - MIN. 3 PER MAXIMUM � �
PIPE SECTION ON 6' CENTERS O-RING OR WATERSTOP SEE TRENCH W I DTH TABLE PIP(IN�CHES)ER TR�NCH SIj TH >
SEAL ENDS WITH HIGH DENSITY GASKET REQUIRED IF Q �
RUBBER SEAL & STAINLESS FLOWFILL IS USED 12" MIN. �
STEEL BANDS CLAY EARTH MATERIAL 4 28 � �'/�
(NOTE 3) Z �+/
WATER LINE PIPE 6 30 O Z
�� � � 8 32 � O
�//�� ���/� 10 34 U
END SECTION %\� �\� 12 36
MIN. 2 FT. OR AS �� ��
DETERMINED BY \%\\/ %\\� 14 38
I 1 " MIN ENG NEER ICAL LIMITS OF TRENCH '��\ �\/ 16 40
i / / ,
� ». CASING /��� �� �. �.�� �. �. �. ���� 18 42
/� � - � � �� \��j��\��\�� ���\��\��\�/
� 2-0 \\�\/�\� �/�\\�\/ 24 46
,,
/�` ' 1 (MIN.) WATER LINE
i \ CARRIER PIPE
' I LIMITS OF CLAY
I : �--� CUT-OFF WALL
PIPE BELL � �
\ �f \ Date File No.
�
y��p�1�opy� Designed N A N�A esd02T_trench_detoil
�.��
W� ' �� EAST LARIMER COUNTY WATER DISTRICT Drawn RKB �0,9, Drowing No.
NOTES: � �j a �„ J
�� T R E N C H D ETA I L Revised E✓v Bi2° NOT TO SCALE
1. CLAY SHALL BE COMPACTED TO 95% arERpoS���` n r Sheet Ol or o�
CASING�ACER ASSEMBLY pp oved RS a/2o
MAXIMUM DENSITY.
NOTE: 2. CLAY MATERIAL TO BE CLASSIFIED AS SC,
SEE SPECIFICATIONS FOR ACCEPTED CASING SPACER AND END CL OR ML-CL.
SEAL MANUFACTURERS AND MODELS.
3. FLOWFILL MAY BE USED INSTEAD OF CLAY
MATERIAL IF APPROVED BY DISTRICT. TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Date �ie No. Date �;ie No. Colorado 80525
y�`aR1MER��Gy Designed N A N/A esd004_bu�ied_cosing y�`pR�MER��Gy Designed N A N/A esd007_cut_of!_wall Phone: 970.226.0557
"'J �.-� ^` EAST LARIMER COUNTY WATER DISTRICT Drawn RKB 12/93 Drawing No. w�J���., EAST LARIMER COUNTY WATER DISTRICT Drawn RKB 10/Ol/91 Drawing No. �oB No. 1230.000s.00
�._..-, � E✓� e/2o 004 .���� E✓� a/2� oo�
�--- BURIED CASING DETAIL Revised Revised
�����srF'f;,,R;i NOT TO SCALE !y� CUT-OFF WALL NOT TO SCALE
r°���'���' Approved RS 8�20 Sheet O7 of O7 �R��SS� Approved RS 8�21 Sheet O7 of O7 SCALE NTS
DATE
JULY 17, 2024
SHEET
200 of 216
SINGLE METER LAYOUT I NSTALLATION DETAI L BUTTERFLYVALVEDETAIL
Z
0
���� � �
I PROPERTY LINE p �
, BOX INSTALLED TO GRADE � w
4�� INDIVIDUAL ' TO EITHER RIGHT OR LEFT SECTION A-A � o
SERVICE LINE OF ALL NEW FIRE HYDRANT w
,�,. .X>, �
; ASSEMBLIES
VALVE BOX WATER LINE
SINGLE METER , UTILITY BUTT(WwAcSoaj
PIT ' EASEMENT
�
�
� �
- - - - - - - - - - � - - - � 11=� I -=1 I-=1 = � a
0
I � =�I I= I== MECHANICALJOINT
WATER LINE (RESTRAINED)
I I —I I — — — — — — N TE: �
VARIES I — — — o m
� � � I I—I I I � ALL VALVES OPEN LEFT
W I I I
(NOTE 1) + '"� + DRAWN
— — 1 1 BRB
� � �A� �`� �A� CHECKED
� NOTE 1 VALVE OPERATOR DAP
� NOTES:
_W W W W W 1: See Meter Pit Detail DESIGNED
2: Distance may need to LOOP TRACER gRg
be modified if drainage WIRE INTO BOX
GATE VALVE DETAIL FILENAME
or other site specific
D UAL M ETE R LAYO U T conditions dictate °WATER"CAST IN TOP OF TOP OF VALVE BOX SHALL 0009_Details
L
� VALVE BOX COVER BE SET g'-�"BELOW
CF18f1geS t0 tF1eS@ _ ?� � �SURROUNDING ASPHALT
dimensions. � �
TRACER WIRE J�� ������ s,. �PDO�L/�
PROPERTY LINE >��- ����C��U� O .•
I 12-GUAGE VALVE BOX SHALL BE SCREWED DOWN 6" ��a PN `,P�
OR AS DIRETED PER ELCO INSPECTOR V��'`` n��C]O�`\G��O�
4�� INDIVIDUAL ' INSULATED �✓^ < &BURIED BELOW GRADE IF INSTALLED � � �
SERVICETYPE SOLID `_ �k INANON-PAVEDROADWAY • � � O ��`v �
� � i � ` NOTES: `�O� � •�
, COPPER ' ;3v��i� �H11 1. VALVE BOXES SHALL BE Q�. ���i G ' �v
•
� CENTERED AND PLUMB OVER �
OPERATINGNUT. \Q� �������'`\G��
DUAL METER , UTILITY o � ��v��� 2. BACKFILL AROUND VAWE 3-PIECE VAWE BOX �' !�
PIT � EASEMENT � BOXES SHALL BE HAND PLACED S��NAL `
AND COMPACTED FOR A
o MINIMUM 4'RADIUS AROUND
�
� VALVE BOX 2"OPERATING NUT
� t OPEN LEFT
— — — — — — — — — � — — � ��
i
I
VARIES CLEAN 4" ROCK
COMPACTED SOIL
� 2W I TRACER WIRE TAPED
(NOTE 1) 1 NOTES: TO TOP OF PIPE
— — 1. BOX& LID ASSEMBLY SHALL BE CAST IRON � J WATER UNE
i i TYLER SLIP-TYPE MODEL 6865 (TOP ONLY) � /
-� OR APPROVED EQUAL.
2. TRACER WIRE SHALL NOT BE INSTALLED
—W W W W W
(BROUGHT TO SURFACE) IN VALVE BOXES.
MECHANICAL JOINTS(RESTRAINED) GATE VALVE(AWWA C500)
Date File No. Date Flle No. Date File No.
���`aRIMEq�OGy Designed RS 07/29/20 esd013 meterpif/o}rout ��1�a�,MERC�Gy Designed N A ��A esd012_trocer_wire�ox ����,pR�MERCOGyf Designed RKB 08/91 esd016 �o/ue detoi/
"��` EAST LARIMER COUNTY WATER DISTRICT Drawn E�v o��z9��o Drawing No. W T��. � EAST LARIMER COUNTY WATER DISTRICT Drawn E�v 8�2o Drawing No. W��; EAST LARIMER COUNN WATER DISTRICT Drawn E�� ���o Drawing No. �
+��.4�'i�� � A E✓V 8/21 016
� ' �'' a Rs o�/zs/2a o�� "'��'r'��° ' TRACER WIRE BOX DETAIL E✓v 'o/z' o�' '�"'�`'r`�'� VALVE DETAIL Z J
Revised Revised Revised
� fR� WATE R M ETE R LAYO UT D ETA I LS NOT TO SCALE � �,� NOT TO SCALE �J
� � q � 9 ` NOT TO SCALE O �
J Approved RS 07�29�20 Sheet O1 of O1 rfROISt� Approved RS 8�2� Sheet O1 of O1 TfA�ISt�` Approved RS 8�2� Sheet O1 of O1 �
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SURFACE
� � �
i � � �
WATER MAIN CONSTRUCTION: � �
CROSSING UTILITY INSTALL MEGALUG �
IF WATER MAIN IS BEING CONSTRUCTED OVER STORM SEWER EXISTING WATER LINE FLOW FILL EXTEND 3' EACH RETAINER GLANDS (TYP.) � �
CULVERT WITH LESS THAN MINIMUM COVER, BLUE-BOARD COVER 45° BENDS (TYP.) WAY FROM CENTER
LESS THAN MIN. TOP OF WATER MAIN FULL WIDTH OF TRENCH EACH WAY UNTIL 4.5' OF WATER LINE BELOW O Z
(4.5' NORMAL MIN. COVER) MINIMUM COVER IS AGAIN OBTAINED O
, REALIGNED WATER LINE � �
1 MIN. BLUE-BOARD WATER MAIN
;. � .;.. .
.> . � � H (NOTE 4) � � a..
•`4.� � � � � � ` 'P'�� .
GRAVITY � ,
ANCHOR (TYP.) <. ,f a. ..
:.� �n,. •. r o.
(NOTE 5)
1 I �4�-- �—4�� — -I THRUST BLOCK
1" MIN. BLUE-BOARD ' .� '•' es I� $ I I $' I �� •�. a` • (TYP.) (NOTE 5)
1.5' MIN. (FULL TRENCH WIDTH) STEEL CASING (NOTE 4)
GENERAL NOTES:
1. SEE THRUST BLOCK DETAIL FOR SIZING.
2. ALL FITTINGS&JOINTS IN LOWERING AREA TO BE RESTRAINED WITH MECHANICAL JOINT RESTRAINTS.
STORM SEWER CULVERT CONSTRUCTION: 3. ALL D.I.P PIPE & FITTINGS SHALL BE DOUBLE WRAPPED WITH POLYETHYLENE ENCASEMENT.
IF STORM SEWER CULVERT IS BEING CONSTRUCTED 4. IF CLEARANCE "H" IS LESS THAN 18", INSTALL STEEL CASING WHEN CROSSING UTILITY IS 24" DIAMETER OR
UNDER EXISTING WATER MAIN. BLUE-BOARD TOP OF GREATER, OR AS REQUIRED BY ELCO BASED ON SITE SPECIFIC CONDITIONS. FOR CROSSING UTILITY OF
CULVERT THE FULL WIDTH OF TRENCH TO 4' EACH DIAMETER LESS THAN 24", CASING IS NOT REQUIRED UNLESS SPECIFIED BY ELCO PER SITE SPECIFIC
WAY FROM CROSSING. CONDITIONS.
5. ANCHOR AND THRUST BLOCKS TO BE INSTALLED ONLY IF ADEQUATE MECHANICAL THRUST RESTRAINT CANNOT
BE PROVIDED OR AS REQUIRED BY DESIGN ENGINEER OR ELCO. ENGINEER TO DETERMINE DISTANCES TO BE
RESTRAINED.
STORM SEWER CULVERT TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
�aR1ME//CO N A N�A File No. `p�1MEAC Date File No. Colorado 80525
Phone: 970.226.0557
�y` - °y� EAST LA R I M E R C 0 U NTY WATE R D I STR I CT Designed esd00B_crossing_��,�,� y� °°y� EAST LA R I M E R C 0 U NTY WATE R D I STR I CT Designed N A N,A esd019_moin_/owering
JOB N0.
Drawn RKB 05�0,� Drawing No. '� � Drawn E✓V 8�20 Drawing r,a. 1230.00�9.��
����� E✓V e/2� aoa �� ' '�� E✓V a/2� 019
� I N S U LAT E D WAT E R M A I N AT STO R M S E W E R 0 R C U LV E RT C R 0 S S I N G Revised NOT TO SCALE � W ATE R M A I N L 0 W E R I N G D ETA I L Revised NOT TO SCALE SCALE
9 lEA��st��� Approved RS 8�2� Sheet Ol of 02 -- Approved RS 8�2� Sheet Ol of Ol N T S
DATE
JULY 17, 2024
SHEET
201 of 216
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COMPACTED �
MANHOLE SIZE TABLE � STREAMBED z
��' o �-- � MATERIAL �
PIPE SIZE MH DIA. BENCH, ;', ,"o°" MANHOLE SIZE TABLE °e B C � �
(IN.) (MIN.)QN.) SLOPE=2"/FT. �^ a = e -° ' PIPE SIZE MH DIA. BENCH, � ° ;°.° � Z v
15 OR LESS 48 (TYP) (IN) (MIN)(FT) SLOPE=2"/FT. op � O
� �m a p . � o
18 TO 30 60 PLAN 15 OR LESS 48 (TYP)
/�. j
OVER 30 72 18 TO 30 60 PLAN DOWN PIPE m o ° g : ' ep: ° , °� � ° �, o . �
MH FRAME AND COVER HS20 2' RING&COVER-SET OVER 30 72 DIAMETER � _� `� ° - °
LOADING RATED OR EQUAL PARALLEL TO FINISHED - - - - - -
SURFACE DROP BOWL TOP VIEW DROP BOWL FRONT VIEW � - -
v z MH FRAME AND COVER g � � - - - - �
GROUT ~I DROP BOWL MOUNTS TO WALL � �
� � HS20 LOADING RATED 2, �
PRE-CAST GRADE RINGS OR EQUAL RING&COVER-SET TO WITH RELINER STAINLESS STEEL
PRE-CAST ECCENTRIC CONE PARALLEL FINISHED SURFACE HOOD ANCHOR BOLT ASSEMBLIES A
� <ag�� GROUT HOOD BOLTS TO DROP 1 �
g � PRECAST GRADE RINGS C DROP BOWL BOWL WITH INCLUDED o
o ic> STAINLESS STEEL BOLTS
C° M PRE-CAST REINFORCED SECTION VIEW
N INSIDE LIP TO BE HIGHER CONCRETE MANHOLE BARREL PRE-FORMED PLASTIC GASKETS INCOMING PIPE
AND EXTERIOR JOINT WRAP. -- -- m
5"MIN THAN OUTSIDE LIP PER ASTM-C478 WITH STEPS
DOWN PIPE RELINER
AVAILABLE FOR ALL SIZE DROP BOWL DRAWN
O � PRE-CAST REINFORCED DIAMETER DROP BOWLS
PRE-FORMED PLASTIC GASKETS TOP OF BENCH FLEXIBLE PIPE BRB
Z � � CONCRETE MANHOLE BARREL A PIPE PENETRATION DROP BOWL SIDE VIEW OPTIONAL FORCE LINE HOOD
� � = AND EXTERIOR JOINT WRAP. COUPLER
� - � PER ASTM-C478 WITH STEPS 2'MIN. � GASKET PLACED IN CORE CHECKED
Z `_�'-� TO ACCEPT PIPE DROP BOWL SELECTION CHART RELINER STAINLESS DAP
N z TOP OF BENCH ,
A PIPE PENETRATION Q 4000 PSI
� � J 2'MIN. DOWN PIPE DIAMETER BRACKET @ 4USPAOCING 3" 12"CENTERS DESIGNED
O 1 GASKET PLACED IN CORE � MANHOLE DIAMETER � CONCRETE #5 BARS ON
FLAT WALL 4'DIA 5'DIA 6'DIA 7-8'DIA 9-12'DIA (MIN.OF 2 PER DROP)
TO ACCEPT PIPE " � NOTES: BRB
< 4" A4FD6 A4D6 A4D6 A4R96 A4R96 A4R96 DOWN PIPE
a � ` �a � � a , ` 6" A6FD6 A6D6 A6D6 A6R96 A6R96 A6R96 �, / m FILENAME
� � ` a � 1. SEE PLAN&PROFILE FOR CASING LENGTH
N Z °° ° ' 6 ° a° ° 8 ��; e PRE-CAST MANHOLE BASE 8" B8FDB 68D6 B8DB B8DBR84 B8DBR84 68R144 RELINER STAINLESS �
� Q 10" B10FDB 610DB 610D6 B10R96 B10R96 B10R144 STEEL PIPE SUPPORT ° &DEPTH. 0009_D@tdIIS
� MIN. 12"COMPACTED 3/4" AND FIRST BARREL SECTION o . �a; , Q
a �' CAST MONOLITHIC ASTM-C478 12" 24/12FDB 24/12R60 24/12R60 24/12R60 24/12R96 24/12R144 BRACKET
� 6„ < a SCREENED ROCK ` 15" 24/15FD6 24/15R60 24/15R60 24/15R60 24/15R96 24/15R144 w 2. SEE DRAWING FOR DIA.AND SLOPE.
, 8"aM4N. PRE-CAST MANHOLE BASE � BEND AT OUTLET �
z � � � VARIES 18" 30/18FDB 30/18R60 30/18R60 30/18R96 30/18R144 �
Q AND FIRST BARREL SECTION � � p.� ��C
� MIN. 12"COMPACTED 3/4" a 2�" 36/21FD6 36/21R60 36/21R144 W � + � o � ..••.�
PN P�
o CAST MONOLITHIC ASTM-C478 � � 8 a a SANITARY SEWER LINE V�O'`� O� O�
o SCREENED ROCK � •
24" 48/24FDB 48/24R72 48/24R96 48/24R144 w � •
� VARIES J SECTION VIEW a ���� a o � ° • � PQQ� ����
� � DROP BOWL DIMENSIONS MADE IN U.S.A. i � � a, �: #3 STIRRUPS ON �
� � DOWN PIPE DIAMETER U.S.PAT.#6074130 Q ° a / 18"CENTERS O��G G��S�� : �
; SECTION VIEW ; , ` ANCHORBOLT CANADIANPAT.#2269565 � d � � �
o a °� a , SERIES WIDTH"A" DEPTH"B" HEIGHT"C" QUANTITY&TYPE g PIPE SIZE W A B Q� Q � �
� GENERAL NOTES: „ a � GENERAL NOTES: ' ` e qa 4^ �2" 9 5' s 9" 4-�"TAMP-IN = F :
� i � � � $�� 4�� 4�� 4�� O� � G�
o ,< , aa ,
0 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI-318 SPECIFICATIONS. a °` a = a . , � - 0 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI-318 SPECIFICATIONS. A6 6" 12" 11.1" 8.8" 4-1"TAMP-IN � , � '••••'� \
`-' °° ` � ° " SECTION A B8 8" 18" 13.0" 11.5" 4-1"TAMP-IN � � SECTION A 10" 4' 4" 4" S�ONAL��
= 2. SLOPE THROUGH MANHOLE SHALL HAVE A MINIMUM OF 0.2FT DROP FROM = 2. SLOPE THROUGH MANHOLE SHALL HAVE A MINIMUM OF 0.2FT DROP FROM B10 10" 18" 13.5" 11.5" 4-1"TAMP-IN 1 12" 4" 4" 4"
� ENTRANCE THROUGH EXIT. -' , - ` " ENTRANCE THROUGH EXIT. 1 TYPICAL INSTALLATION U
� 3. JOINT SEALANT SHALL BE TWO(2)ROWS OF PRE-FORMED PLASTIC ROPES ON INNER � � < • ' ` � ) 24/12 12" 24" 16.5" 15.0" 6-1"TAMP-IN �
3. JOINT SEALANT SHALL BE TWO 2 ROWS OF PRE-FORMED PLASTIC ROPES ON INNER
AND OUTER RINGS AND ONE(1)EXTERNAL RUBBER SLEEVE. � AND OUTER RINGS AND ONE(1)�XTERNAL RUBBER SLEEVE. 24/15 15" 24" 19.3" 15.8" 6-1"TAMP-IN
- - 30/18 18" 30" 23.5" 18.5" 6-1"TAMP-IN a
m HAND SHAPE FLOW CHANNEL AS NECESSARY AROUND PIPE TO PROVIDE DRAINAGE SECTION q m 4. HAND SHAPE FLOW CHANNEL AS NECESSARY AROUND PIPE TO PROVIDE DRAINAGE 36/21 21" 36" 31.6" 23.0" 8-3"WEDGE m
, 4• , WITH NO STANDING WATER(SEE SECTION A). 48/24 24" 48" 30.5" 30.0" 10-3"WEDGE '
WITH NO STANDING WATER(SEE SECTION A). � o
� 5. FOR DEEP MANHOLES SEE SPECIFICATIONS. �
0 5. FOR DEEP MANHOLES SEE SPECIFICATIONS. o
z z
> > >
� < <
s PREPARED BY: RRL `oEp SA�,� � PREPARED BY: RRL `oEp Se�,� ��oea sa�,t g PREPARED BY: RRL CO N C RETE E N CAS E M E N T ��OEA sq��t
a �,� 9t� � �� 9F� INSIDE DROP �' 9- " "�
� APPROVED BY: BZ STANDARD MANHOLE ° ° % APPROVED BY: BZ FLAT TOP MANHOLE
°m ° m � � APPROVED BY: BZ m �
Q ORIGINATION DATE: 10/24/2014 a ORIGINATION DATE: 10/24/2014 ORIGINATION DATE: 10/24/2014 MANHOLE DETAIL Q ORIGINATION DATE: 10/24/2014 DETAIL
= PHONE:(970)498-0604 Z PHONE:(970)498-0604 PHONE:(970)498-0604 w PHONE:(970)498-0604
� REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG � REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG REVISION DATE: WWW.BOXELDERSANITATION.ORG � REVISION DATE: WWW.BOXELDERSANITATION.ORG
45°ELBOW
j ; TRENCH 2 �
ASPHALT OR % � �
HARD SURFACE j 6"PERFORATED ` �
SEWER UNDERDRAIN 1 �
� I a ��"���,�to°���`rE MANHOLE Cn �
FINISH GRADE \ � W
% � Q\ �
� / AIRTIGHT PLUG WITH Z Q Q
� �
I \ = ` 41N.X 41N. MARKER M M
VALVE BOX WITH LID z % / W
MARKED"SEWER" � SERVICE WYE � • UNYIELDING PIPE BEDDING OF � W O
/ ` . � COMPACTED ROCK OR LEAN � � �
`� � CONCRETE UPSTREAM SIDE CLAY EARTH MATERIAL � �
WATER TIGHT � ' % O-RING OR WATERSTOP
SCREW CAP % SEWER OF MANHOLE GASKET REQUIRED WITH T
4"PVC SDR 35 PIPE& \ MAIN LINE PVC PIPE PIPELINE a i �
w FInINGS(TYP)FROM / / COMPACTED GRANULAR
� I BOTTOM OF j `,. / MATERIAL > � �
� BEDDING ZONE TO ` � � �
TOP OF ELBOW 8 IN. PVC SEWER PIPE
PLAN VIEW � � - � �
�� ,� Z
\ PLAN VIEW MIN.2FT. ORAS �
�
4"WYE % � MAIN LINE GEOFABR C WRAP GEO ECHNICAL O
; � � -.. 24"MAX. ENGINEER LIMITS OF TRENCH
' 4"x45°ELBOW / � � �
� ��/��/� 3/4"MINUS WASHED ROCK
� COMPACTED % �/\�j\�� / �/\
GRANULAR MATERIAL / � 4 IN.x 4 IN. MARKER �����\����� ������������ +
TREN C H i >////////, ////////� �,_ ,
! � j\�%\�%� i\\�\\j�\�� Z PI PELI N E
TO COLLECTOR FROM HOUSE / / �/�\�/�\�/� _ �\/��\/���/� N LIMITS OF CLAY
� SERVICE CLEAN-OUT \/\/\/ ,/\/\/\/, CUT-OFF WALL
LINE OR BUILDING � 45°BEND ONLY \ PVC SEWER P�PE \//\//\//� �. /\/\/\� _
..
' REQUIREMENTS: A CLEAN- � '
/ OUT SHALL BE INSTALLED AS � � � � %� � �
� �\�\�\� O \/\/\� a
� � NEAR AS PRACTICAL TO ���\���\���\-, _ ��\��\���
� CONTINUATION OF / CONNECTION WITH �j�/��/��/' ,. �/��/ ~` \
� � % Ft�c O� BUILDING. � ��/��/��/�� � ` � . �`'\��\��\�/ �
� SEWER LINE � � Q
� � ��/%�/%�/%�//��//`'// �/'�/'�/'�j �/'�j �/ � '/%' ��/ �/ �/ �/�
Q S ECTIO N VI EW � � . ;: � ��,��i��i���i��i��i���i��i��i��i��i��i��i i��i����i��i��i��SODISTURBED o
� � i :: � ° � � \//��/���/\��i,\�\/\��/\��i\��i\��i\���\��i\/\��/\��/\�\\��/\�\/\��// � NOTES:
s S . / /�,.//�
N N j ' "• � � UNDERDRAIN: PERFORATED, CORRUGATED MAINTAIN 6"MIN. �
» N � ; / AIR TIGHT PLUG ^ HDPE BY ADVANCED DRAINAGE SYSTEMS _ 1. CLAY WALL EXTENDS A MINIMUM OF 1'-0"
� SERVICE CLEAN-OUT REQUIREMENTS � / - ' � � OR APPROVED EQUAL GRAVEL FILTER SURROUND � INTO UNDISTURBED SOIL ON EACH SIDE
; ; � � ; ; AND ON BOTTOM OF TRENCH.
% 1. SEWER SERVICE CLEAN-OUTS SHALL BE INSTALLED AS NEAR AS � � ; � UNYIELDING PIPE BEDDING OF � P
PRACTICAL TO CONNECTION WITH THE BUILDING, AND AT A MAXIMUM � COMPACTED ROCK OR LEAN SECTION VIEW � 2. CLAY MATERIAL TO BE CLASSIFIED AS SC,
SPACING OF 100'. NO SINGLE BEND GREATER THAN 45°SHALL BE j�/�/\/�/�/�/\/�/�/�j CONCRETE � NOTES: � CL OR ML-CL.
� ALLOWED. � � 1. UNDERDRAIN INVERT TO BE LOWER THAN SEWER INVERT AT ALL PLACES. �
� � � 2. MAINTAIN POSITIVE SLOPE OF UNDERDRAIN TO DAYLIGHT. � 3. 3000 PS)CONCRETE MAY BE USED INSTEAD
2. CLEAN-OUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CROSS SECTION OF CLAY MATERIAL, IF APPROVED BY
- CODE. - � 3. MAINTAIN 6"MINIMUM OF SQUEEGEE AROUND UNDERDRAIN. - BOXELDER SANITATION DISTRICT
m m m 4. SEE TYPICAL TRENCH DETAIL. m ENGINEER.
� � NOTE: WYE CONNECTION NOT e 5. BSD SHALL NOT ASSUME OWNERSHIP OF UNDERORAINS AND WILL NOT BE �
o ALLOWED ON VCP. o RESPONSIBLE FOR MAINTENANCE OF SAME.
z z z z
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� � � �
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SERVICE CLEAN-OUT h� �"� f h� �"- � �� �9- � CLAY CUT-OFF �� �"- CONSULTING ENGINEERS
N O O N O O N O O N O O
� APPROVED BY: BZ m � � APPROVED BY: BZ SERVICE WYE DETAIL m � � APPROVED BY: BZ m � � APPROVED BY: BZ m �
� � � UNDERDRAIN DETAIL �48 Whalers way
Q ORIGINATION DATE: 10/24/2014 DETAIL Q ORIGINATION DATE: 10/24/2014 � ORIGINATION DATE: 10/24/2014 Q ORIGINATION DATE: 10/24/2014 WALL DETAIL Suite 200 Fort Collins
w PHONE:(970)498-0604 PHONE:(970)498-0604 w PHONE:(970)498-0604 w PHONE:(970)498-0604
� REVISION DATE: WWW.BOXELDERSANITATION.ORG � REVISION DATE: 01/05/2017 WWW.BOXELDERSANITATION.ORG c REVISION DATE: WWW.BOXELDERSANITATION.ORG � REVISION DATE: WWW.BOXELDERSANITATION.ORG COIOI'4CI0 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE
N TS
DATE
JULY 17, 2024
SHEET
202 of 216
�
6 4 11�-4�� 16�-4�� NL ALL INLETS INLETS:H <_5 Fr. iN�ETs:H >s FT. GENERAL NOTES
e° �=s�-o�� * GENERAL NOTES: anR # TT 7�,�
B '�'� 5�/2" L=10'-0" � L=15'-0" $" MA NTENANCE(ACCESS AT BOTHE�ENDSVWITH C RBI FACE � � SEE SHEET 2. MARK OR SPACING TYPE L = 5 FT. L =10 FT. L =IS FT. L =10 FT. L = IS FT. � vr lvl �I/�l SEE NOTE 11 1. CONCRETE SHALL BE CLASS B.INLET MAY BE CAST-IN-PLACE OR PRECAST.
409 409 ,q�l ppD]TIONAL MANHOLE RING AND COVER. 5'TRANSITION SIZE N0.REQ'D. LENGTH N0.REQ'D. LENGTH N0.REQ'D. LENGTH N0.REQ'D. LENGTH N0.REQ'D. LENGTH �SO I �" /� 2. CONCRETE WALLS SHALL BE F�RMED ON BOTH SIDES AND SHALL BE 8 INCHES THICK.
409 J � V 3. INLET STEPS SHALL BE IN CONFORMANCE WITH AASHTD M 199.
- - - - - - - - - - - CUT REINFORCEMENT BAR ACCORDINGLY. �
A 403 { � � WHEN A TYPE R 401 4 11" II 15 21 26 11 11 � 4. CURB FACE ASSEMBLY SHALL BE GALVANIZED AFTER WELDING.
� ' 601 503 601 i 601 , � INLET IS USED WITH 402 4 11" II 7 13 18 7 7 ' ��� � �� � 5. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED �q OF A INCH.CURB AND GUTTER
� � ♦STATION POINT AT MIDPOINT MOUNTABLE CURB AND , „ , , , , i ' i i � �
36" ' i 403 i i OF INLET ALONG FLOWLINE GUTTER,S FT.TRANSITION 403 4 9' II 4'-0 4'-0' 4'-0' 4'-0' 4'-0' � � i i � � CORNERS SHALL BE FINISHED TO MATCH THE EXISTING CURB AND GUTTER BEYOND
i 3 RODS 5 RODS ENDS OF 8 C BEAM SHALL BE CONSTRUCTED. MOUNTABLE i THE TRANSITION GUTTER. Z
FACE OF g��p,C. i IN 10' � IN 15' TRANSITION SHALL BE PAID CURB FACE 405 4 6" VI Il 6'-10" 21 6'-10" 31 6'-10" 11 6'-10" 11 6'-10" �J - - � - - � �
i i 3° CLR. FACE OF o � 6. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 INCH MINIMUM
CURB INLET INLET FOR AS CURB AND GUTTER. MOUNTABLE 406 4 6" VIII 7 8'-10" 7 13'-10" 7 18'-10" 7 8'-10" 7 8'-10" � � - - � J CLEARANCE.ALL REINF�RCING BARS SHALL BE GRADE 60 AND EPDXY COATED. �
_ _ _ _ _+ _ _ _ � _ _ _ _ _ _ � � _ _ _ ____ CURB CURB AND GUTTER
+ ` + + 407 4 9" II 5'-10" 10'-10" 15'-10" 5'-10" 5'-10" � 7. DIMENSIONS AND WEIGHTS OF TYPICAL MANHOLE RING AND COVER ARE NOMINAL. � �
-- - - - - - - - - - - - - - TRANSITION CURB � � ' , , z �
- - - - - - - - -- -- - - - - - - - - 408 4 12" II 3 6'-10" 3 11'-10" 3 16'-0" 3 11'-10" 3 16'-0" � � i i , � � 8. MATERIAL FOR MANHOLE RINGS AND COVERS SHALL BE GRAY OR DUCTILE CAST O
MEET SHAPE OF NORMAL BARRIER � � , IR�N IN ACCORDANCE WITH SUBSECTION 712.06. -
�30" 30" 30" 30" 30" 3",EACH END CURB AND GUTTER HERE. �- FOR A I'-0" PAN SLOPE 2" PER FT. 409 4 8" II 6 5'-10" 6 10'-10" 6 15'-10" 6 10'-10" 6 15'-10" � �\�� ��' (n wQ
ONE 1�/y DIA.ROD DIRECTION 410 4 11" VII 3 3 � Q+ 9. SINCE PIPE ENTRIES INTO THE INLET ARE VARIABLE,THE DIMENSIONS SHOWN ARE �
� I N 5'I N L E T O F F L O W � 4 1 1 4 1 1" I I 3 5'-2" 3 ]0-2" '� �� � TYPICAL.ACTUAL DIMENSIONS AND QUANTITIES FOR CONCRETE AND REINFORCEMENT w
* , , f � SHALL BE AS REQUIRED IN THE WORK.QUANTITIES INCLUDE VOLUMES OCCUPIED BY �
SEE CHANNEL LAYOUT ON SHEET 2. 2�_p�� 4�_4�� 412 4 11" II 3 2'-9' 3 2'-9' `�,� � �1��� PIPES.
�3' INLET PAY LENGTH i 3'-►{ 8" a 413 4 9" II 7 10'-10" 7 15'-10" �S TlO S " 1 �' 10. STRUCTURAL STEEL SHALL BE GALVANIZED AND SHALL BE IN ACCORDANCE WITH
TRANSITION TRANSITION � , $�8•5 1�/4" SLOPE 2/, TO GUTTER
B 1i�2„ 4, SUBSECTION 712.06.
GUTTER PLAN VIEW GUTTER � � #•4 BAR i „ I 501 5 5�/z" IV 11 3'-4" 22 3'-4" 33 3'-4" 22 3'-4" 33 3'-4" PLAN VIEW il. ALL MANHOLE COVERS SHALL BE CAST WITH A "NO DUMPING DRAINS TO STREAM"
I ♦ 18" LONG 1�, R 409,8 O.C. i
+ 601 502 5 5/Z" III 11 11'-5" 17 11'-5" MESSAGE AND A FISH SYMBOL THE SURFACE OF THE MANHDLE CDVER SHALL
THD. 4�� �SLOPE-1"/FT. i HAVE A NON-SLIP PATTERN.
FLUSH WITH i 1°LEG ' e Z„ R 503 5 5/Z" II 5 3'-6" i6 3'-6" 27 3'-6" 6 3'-6" 6 3'-6° T �����
CUT OFF OR BEND BARS TO CLEAR MANHOLE L=5'-0" � L=10'-0" �L=15'-0" 3" CURB FACE . 3�/2 ,°
409 601 503 409 (TYPE 2-SEC.IIB) � 504 5 5�/2" IX 5 8'-4" 23�8��
I I MANH�LE I♦ 409 4O9 • D ' • D $�� 6�� INLET STEPS
„ ,- - , . 403 403 I ' 2�� ��R REQ'D.FOR ALL
g 403 . 403 �i/4) I 4�l �• . �„ H >3'-6" 601 6 2�/2" V 2 8'-10" 2 8'-10" 2 8'-10" 2 8'-10" 4 8'-10" � w
601 2" CLR. ° 601 601 � 601 601 6" 501 5 0 3 - H
401 ' 0 3" CLR. 401 0 ; 401 0 401 ���4� I p;i 5�/p" 0 C 5��z�� �� _ g[g 5 1 5'-10" 1 10'-10" 1 15'-10" 1 10'-10° 1 15'-10" ELEVATION VIEW 1 �
, 11� O.C. e � , 2 BARS�IRO�S - 4 BMS�3 RODS - 8 BPRS�S RODS - 4 BPRS�3 R�DS - B BMS�5 RODS - 23�� 24�� 23��
, " 3" CLR. � � � HS5' • HS5' e I 2:1 i �� 12'�O.C. � #4
�=5, aiH . � i/Z PIPE SPACER MANHOLE COVER (TYP.) �a
. 2 #4 BARS
L=10'OR 15'^�HS5' , o. o. AND 1�/y" LOCK NUT 16�� MAX � VARIABLE REFER TO 7ABLE TWO. � 1l 1 12�� 12��
8„ �9" O.C. TYP � 9" O.C. o o • • • 3" CLR. 3" CLR. ■ REGULAR INLETS DROP BOX INLETS FOR 5 FT.INLET �
��^ �� D, , D. • o INCLUDE #4,18 IN.BARS (SEE CHANNEL LAYOUT). � � m
- �- � `-407 ` �407 - : : . , a
� ' � � °. � � 8� '�. '�. ;'� -°: � s�� WALL (TYP.) - � TABLE ONE� BAR LIST FOR CURB INLETS, TYPE "R" 5-lo NE iyz IN.HOLE 18" 1 1 DRAWN
35" 35" 0
e, n
i ii
• � 407 8 WING � 4 #4 BARS l�z'
407 e 403 403 • 403 ° .° ;o � 9" O.C. 29" 24" 24" 24" 29" HOLE BRB
403 ', 401 _ _ __ _ _ _
�� D,' . D, . D. � D . � . � . D. - . D, � . -. . � ' -• - P � . p' n�� l��q" DIA..x 24" A N D E ER T POR 4 401 407 N0.REQ'D. N0.REQ'D. 6° IQ"12" 6" �4" g��
• e � • I E LENGTH L = 5 FT. L = 10 FT. L = 15 FT.
12" ; , , . . ; � . ,. , 2�� q�� GALV.STEEL ROD 11" �.C. � I � HECKED
2 AM T M ARY �
, , �� ,'o �� HOLE FOR DRAINAGE SHALL 11" O.C. 401 9" O.C. ��H" REGULAR DROP BOX o 0 o F�R 10 FT.INLET 33 ��
' ' ' ' ' � AROUND 10" EMBEDMENT '�• ' � 2'-6 O.C. BE PLACED AT SUBGRADE 11" O.C. - � CONC. STEEL CONC. STEEL CONC. STEEL �e DAP
o. °'� 401 402 410 403 407 403 407 CU.YDS. LBS. CU.YDS. LBS. CU.YDS. LBS. 35"-►�30"-►�-30"�-35" �
� 3" CLR. 405 406 405 406 405 406 �TYP.) ELEVATION OR A MINIMUM � �THREE 1/p IN.HOLES
6" O.C. 6" O.C. 6" O.C. 6" O.C. 6"O.C. 6" �.C. i�q THREE INCHES BELOW $�8�5 DESIGNED
ROAD BASE.THE HOLE � � � - � 3'-0" 2'-S" 1'-S" 10 7 3.2 285 5.3 497 7.4 706 10'-10"
6,_$�� 1��_8�� 16�_8�� 3"x3"x3/B" PLATE SHALL BE PLUGGED WITH 403 ' �\ 3'_6" 3'_2" 2'_2�' 10 7 3.4 305 5J 528 7.9 747 SECTION AT H�LE (TYP.) BRB
CONCRETE BEFORE 9�� �•�•�� PLAN VIEW
SECTION A-A REGULAR INLET ACCEPTANCE OF THE i � q'_p" 3'_8" 2'_8" 12 9 3J 326 6.0 559 8.4 786 17�� 22° 22�� 22�� 24�� 22�� 22�� 22�� 17��
CURB FACE ASSEMBLY - s #a eARs FILENAME
� C �� INLET. � � 4'-6" 4'-2" 3'-2" 12 9 3.9 334 6.4 571 8.8 803 30"
601 C � L=10'-0"� � �-15�-�" I 502 �PLACE ENTIRE ASSEMBLY BEF�RE POURING CONCRETE. i I 5'-0" 4'-8" 3'-8" 14 11 4.1 354 6.7 602 9.3 844 Z�s�6�� 24��g�� 1" 41I_I 4" � 12���2�� � q�� , `��� 0009_Details
503 502 502 504 � �
2" ALL AROUND 5'-6" 5'-2" 4'-2" 3'-5" 16 13 15 6 4.4 375 6.0 607 7.4 850 1" � � j�
� ♦ 4pg 501 409 409 6'-0" 5'-8" 4'-8" 3'-I1" I6 13 I6 6 4.6 382 6.2 616 7.6 860 0 0 0 0 o FOR 15 FT.INLET
g�i o 0 502 � � 6'_6" 6'_2° 5'-2" 4'-5" 18 15 18 8 4.8 402 6.4 637 7.8 880 � 4" 35"-►�-30"-►�«30"�30"-►�-30"-+�-35" FIVE l�p ]N.HOLES
n , ��-o�� s�-s�� s-s�� a�-ii�� 2o n is io s.o a2s s.s ssa s.o ss� _� is�-lo�� �p,p0 L/�
32" 413 � 403 �� �� ' - - 7'-6" 7'-2" 6-2" 5'-5" 20 17 20 10 5.3 430 6.9 664 8.3 907 •PN••• P�
coNSTr�r aos ao3 413 403 �� �� s�_o�� ��_s�� s�-s�� s�-ir� zz is zz iz s.s 451 �.i ssa a.s sz� CHANNEL LAYOUT DETAILS �.�•'
MIN.0.5% SLOPE � � � � � � ELEVATION VIEW WE[GHTS:COVER = 125 LBS. O � � � �
403 � 5-�� 3" CIR. �� � i i 412 8'_6" 8'_2" 7'_2" 6'-5" 24 21 23 14 5J 471 7.3 702 8.7 944 +RING= 135 LBS. SEE CURB FACE ASSEMBLY ON SHEET 1. V�� ��0 G'`��
CONSTANT 408 i� �� 9'_0" 8'_8" 7'_8" 6'-11" 24 21 24 14 6.0 479 7.6 711 9.0 954 •
9" ���� MANHOLE RING (TYP.) TOTAL= 260 LBS. . P.e ,��
g�� � n ii ii 3'-4" 406 405 g�_g�� g�_p�� g�_p�� 7�_5" 26 23 26 16 6.2 499 7.8 732 9.2 974
401 40� ~ �� �f� � �r � 3" CLR. �G �S
413 6"O.C. 6" O.C. 10'-0" 9'_8" S'_8" 7'_Il° 28 25 27 18 6.4 520 8.0 749 9.4 992 TYPE II TYPE III TYPE IV TYPE V TYPE VI TYPE VII TYPE VIII TYPE X `\Q� G� • �
H >5' 411 412 � �� �� �� \'' � ; �c/
t0'-6" 10'-2" 9'-2" 8'-5" 28 25 28 18 6.7 527 8.3 759 9.7 1001 `
403 4l1 412 413 �� �� �� SECTION B-B , 44�� - - - - 12��-I'--� Q !Q ���V
VARIABLE 410 ii ii ii 11'-0" 10'_8" 9'_8" g'_ll" 30 27 30 20 6.9 547 8.5 779 9.9 1022 31' �41" g�� '` � •
� � � � - �r -�r - - ,- - END VIEW � � �o� � �� � r � �O •....••'_\C��
C � C � ii ii i� NOTES:F�R L=5 FT.,L=10 FT.,AND L=15 FT. 2g�� f , � .� Zp�� 405 2p�� 4�6 I 34�� \
i , , REGULAR INLETS:TOTAL QUANTITIES NEEDED ARE OUTSIDE THE HEAVY BLACK LINE.
LENGTH 3�� 12��\ � VARIES 410 � 22" 504 � S/O �
6 6 6 NOTE: MANHOLE RING AND COVER STATION POINT � Spp 11�� NAL
2" CLR. ' DROP BOX INLETS:TOTAL QUANTITIES NEEDED ARE INSIDE THE HEAVY BLACK LINE. pl" 501 � �J�
405 AND OUTFLOW PIPE SHALL BE LOCATED � T � L
SECTION A-A INLET 3-411 AT THE SAME END OF THE INLET. STEEL WEIGHTS DO NOT INCLUDE STRUCTURAL STEEL CHANNEL. i I�az��� �I VARIES�I I�aa���I
12" aos i'" °�C TABLE TWO � BARS AND QUANTITIES VARIABLE WITH "H"
WITH DROP BOX N H>5 FT. SECTIONS C-C & D-D (DOTTED BARS ARE IN SECTION D-D) BAR BENDING DIAGRAMS � (DIMENSIONS ARE OUT-TO-OUT OF BAR)
Com uter File Information Sheet Revisions Colorado Department of Transportation CURB INLET STANDARD PLAN NO. Com uter File Information Sheet Revisions Colorado Department of Transportation CURB INLET STANDARD PLAN NO.
Creation Date: 07/31/19 Date: Comments Creation Date: 07/31/19 Date: Comments
2829 West Howard Place 2829 West Howard Place
� M-604-12 � M-604-12
Designer Initials: JBK R-X CDOT HQ,3rd Floor Designer Initials: JBK R-X CDOT HQ,3rd Floor
Last Modificotion Date: 07/31/19 R-X � Denver,CO 80204 Last Modificotion Date: 07/31/19 R-X � Denver,CO 80204
Phone:303-757-9021 FAX: 303-757-9868 TYP R Standard Sheet No. 1 Of 2 Phone:303-757-9021 FAX: 303-757-9868 TYPE Standard Sheet No. 2 �f 2
Detailer Initials: LTA R-X Detailer Initials: LTA R-X
CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch:July 31,2019 Project Sheet Number: CAD Ver.: MicroStation VB Scale: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch:July 31,2019 Project Sheet Number:
WIRE SCREEN CONCRETE BLOCK
(APPROX. 1/2 IN. MESH)
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, F ;� STEEL OR WOOD POST�
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4'�I,� WOOD POST i � i � �
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I-I I I-I I I-I I I-I_I. I -' APPROXIMA�LY
PLAN VIEW 4 IN. X 4 IN. TRENCH NOTE:
-I I I=I I I-I I I-I I I- =1I I-I II-I I I-I I I- THE GAUGE SHALL BE CONSTRUCTED OF PRESSURE TREATED
WIRE SCREEN I I-I I I-I I I-I I I-I I '-I I I-I I I-I I I- SQUARE POSTS MEASURING 6"x8" WITH BOTH 8" SIDES ROUTED
OVERFLOW� ��I-I I I-I I I-I I I- ��I-I I I-I I I-I WITH 6" NUMBERS AND GAUGING MARKS. THE ROUTED MARKINGS
10 IN. I �� I I I-I I I-I I " -I I I-I I I=� � I AND NUMBERS SHALL BE PAINTED WITH WHITE WATERPROOF
❑ ❑ ❑ �, /' MIN. I-�I I-I I I- f I I-I I I-I I I-I I I-I I I-�� PAINT. THE POST SHALL BE ONE FOOT TALLER THAN THE
t`;:., GRAVEL FILTER -� i � MAXIMUM DEPTH OF THE POND. THE POST SHALL BE EMBEDDED
I I-I I I I I-I I I-I I I-I I I�I I IN CONCRETE WITH A DIMENSION OF 16"x14"x3' IN DEPTH. THE
f ��'� I=III= III=III=III�II GAUGE SHALL BE PLACED NEAR THE DEEPEST AREA OF THE POND,
R U N OFF ❑ ❑ ❑ I-I I I I I-I I I-II I I-I I AND SHALL BE POSITIONED SO THAT IT CAN BE READ FROM THE
�� ���= I I I-!I I-1��- NEAREST POINT OF PUBLIC ACCESS. THE PONDING DEPTH SHALL
���-I I�- BE REFERENCED TO THE DEEPEST POINT OF THE POND.
� f
����-,,�=���'„ �i�'=���-;�.-�� SECTION VIEW DETENTION POND DEPTH GAUGE
N.T.S.
CONCRETE BLOCK
FILTERED WATER
SECTION A-A GENERAL NOTES:
GENERAL NOTES: � ACRESAP RUM00 FEETAOF ENCEIS LIMITED TO 0.25
2. INSPECT AND REPAIR FENCE AFTER EACH STORM
1. INSPECT AND REPAIR FIL7ER AF7ER EACH STORM 2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY EVENT. REMOVE SEDIMENT WHEN ONE HALF THE HEIGHT
EVEN7. REMOVE SEDIMEN7 WHEN oNE HALF oF THE REMOVED FROM TRAVELED wnY OF ROnDS. OF THE FENCE HAS BEEN FILLED. REMOVED SEDIMENT SHALL
FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT
SHALL 8E DEPOSITED IN AN AREA TRIBUTARY TO A BE DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT
SEDIMENT BASIN OR OTHER FILTERING MEASURES. BASIN OR OTHER FILTERING MEASURE.
AREA INLET FILTER GRAVEL SILT FENCE DETENTION POND DEPTH GAUGE
CITY OF APPROVED: CITY OF APPROVED: CITY OF APPROVED:
�Y� . FORT COLLINS DETAIL �Y� ■ FORT COLLINS DETAIL �Y� FORT COLLINS DETAIL
STORMWATER t STORMWATER �.} ^' STORMWATER
��C�l�ns UTILITIES DATE: 01/03/01 ��C�`�ns UTILITIES DATE: 12/27/00 1 `�V���nS UTILITIES DATE: 2/18/05
/"y�, FOKr cor.�.u�rs, co. CONSTRUCTION DETAILS D - 2 4 /"`�, FOKr co�.�.nvs, co. CONSTRUCTION DETAILS D - 2 8 FOKr co�.�.u�rs, co. CONSTRUCTION DETAILS D - 31
(e�o) zzi-e�oo DRAWN BY: NBJ (970) 221-8700
: N � 970 221-8700
TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE
N TS
DATE
JULY 17, 2024
SHEET
203 of 216
— � r1 ' �r' '—I CLASS A BEDDING CLASS B BEDDING
PiPE DIMENSIONS �/a�N "cn��oF�v" T��PF �oo wc. oa
PLAN — g � D E ��������� -����� TRENCH WIDTH AS SPECIFIEDI` TRENCH WIDTH AS SPECIFIEDI`
' I.D. ' � I � I
� � IN. IN_ IN. IN. 1N. IN_ - . .
� � 12 5 1/2 z3 49 7'[ 24 ' ' �
15 7 26 47 73 29
18 11 1/2 �6 48 7a 36 `� I'v
'1 F— Z I i. 5 ii'J.
24� 12 43 54 97 48
E so n _�s a3 96 so � ---� 5 IN. � T LOWER LIMIT OF� LOWER LIMIT OF '
1 12 IN. MIN. 12 IN. MIN.
� F TRENCH WALL TRENCH WALL O
36 18 60 37 97 71 F Z
az 2w 5'� 35 9� �a � 3 I[�I. 3 IN. 1 �'
� � as zs �0 28 es aa T -� SLOPE SLOPE � �
� � sa v es 3s �o0 90
se ao �a 9s 3/�+ iN. �n�vaNizEo nNCHOR ao�rs, Nurs nNo wnsi-itrs, DENSELY / Z �
60 36 MILfi STEEL. ASTM A 307. ROD LUG SHALL BE COATEC �
�2 3a � 2 �s 2� ae ioa wirH ron�-Ta� EPoxv�niNT oR aaaRovEo eoua�. COMPACTED DENSELY � �
(n W
MATERIAL PIPE O.D. COMPACTED PIPE O.D. �
>
r�C�B E 60'Max 30'Min. MATERIAL w
j � DIAMETER F ��, � �
� 18 iGl. - 30 IN. � IN. 1�4 PIPE O.D. � �
DIA. � �6 IIV. - 42 iN. 6 IN.
<� iN. - 60 iN. � i��.l. I 3000 P.S.I. I� COMPACTED
L A t ; 72 IN. - 84 IN. � hu. PIPE O.D. + 8 IN:— CONCRETE GRANULAR ��g pIPE O.D.
- �acanoN oF i iN � MATERIAL
I D�IT oin Ho�_s t/8 PIPE O.D. OR 4 IN. MIN.
�--E�--� CONCRETE JOINT OR 6 IN. MIN.
E FASTENER.
SECTION X—X END VIEW
END SECTION FOR REINFORCED CONCRETE CLASS C BEDDING ROCK EXCAVATION VARIES (2' MIN.) w
CIRCULAR PIPE TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED 1 1 /2�� Q
_ _ - — F � 1 F � � � � 6„ 1 ' (MIN.) 1 ' (MIN.) �
�
I m
F � _— F �SEE F���RE , �F AAs��T�
i PLAN E �u� zos r-oR acru�a� srzes LOWER LIMIT OF
� LOWER LIMIT OF �� ' � � �
i PLAN E � TRENCH WALL 12 IN. MIN. 7}ZENCH WALL 12 IN. MIN. . _ . .,� a ,
� � SLOPE SLOPE �' !��'
�` , ° DRAWN
----- -____ _ — DENSELY � + ' � y a+ ° .. . , n . �, BRB
n
COMPACTED I UNIFORMLY
� i
P PE O.D.
���—'t�B + RISE MATERIAL + t PIPE O.D. GRADED ROCK OR �
A � 1/4 PIPE O.D. � COMPACTED � DAP
� SELECTED GRADED
1 Rlsl E �~I —SPA � GRANULAR MATERIAL DESIGNED
A
L SECTION F—F END VIEW COMPACTED � � BRB
D �� SPAN� GRANULAR 1/8 PIPE O.D.J fi IN. MIN. J FILENAME
EQUIVALENT NOMINAL (IN.) DIMENSIONS (INCh't�; MATERIAL OR 4 IN. MIN.
SECTION F—F END VIEW CIRCULAR �
DIAM. (IN.) SPAN RISE A 8 C D E _ e QI S
�. �� ��s � ,,� 39 3� » 48 UNSTABLE SUBGRADE SUBDRAIN DETAIL
EOUIVALENT NOMINAL QN.) DIMENSIONS iNC�ES 30 36 22 9 1 2 50 q 96
CIRCULAR 43 27 11 1/8 60 35 96 •••••• �
DIAM. (IN.) SPAN RISE A B c o e �i6 �" TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED PN P
42 50 37 15 3 4 60 36 96 7&+
�P� ���
i 8 1 39 33 48 � O O
30 38 24 9 1/2 54 i8 �Z 60 48 58 36 21 60 36 96 ���
36 45 29 11 1/8 60 24 8d 72 O • � � �
42 53 34 15 3/4 60 36 96 �g 54 65 40 25 1/2 60 36 Q6 9�'
00 72 qq 30 60 36 96 56 �
� �•
48 60 38 21 60 36 96 84 2 86 Sq 31 6C 3° 99 120 LOWER LIMIT OF ��•� �� (`��
54 68 43 Z5 , Z so 3h °F Q� END SECTION FOR REINFORCED �owER uMiT oF � TRESLOPEAL—f ' ��G P�S���`,
END SECTtON FOR REINFORCED u TRENCH WALL 12 IN. MIN. O G� �
CONCRETE ARCH PIPE + DENSELY Q � ��i :��
CONCRETE ELLIPTICAL PIPE �'
SLOPE COMPACTED .`F ��
•.....•' G\�
GENERAL NOTES: COMPACTED I BACKFILL �O �
GRANULAR OR + > � S��NAL�
L RE`✓iSED CDOH M-603-10 UNIFORM GRADED � GRAVEL
2. CONCRETE END SECTIONS ARE TO f'E MATERIAL FILTER
FURNISHED WITH TOUGE OR GROOVL AS 4 IN. MIN. �'':
REQUIRED. PERFORATED OR ��G:
6 IN. MIN. SLOTTED PIPE
3. INSIDE CONFIGURATION AND JOINT OF CONCREIE FILTER
END SECTION AND PIPE SHALL MATCH. 1 1/2 IN. �'a '`,,"` } MATERIAL
4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOVd�J ROCK I
ON PLANS, SHALL BE WSTALLED SO THAT A MINIf�1UM NOTES:
01= 15 LINEAR FEET OF THE OUTLET END OF THE LARGE STONES, 1, TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
ARE MECHANICALLY LOCKED TOGETHER. END SECTION BROKEN CONCRETE, ETC.
LENGHTS, WHEN USED, WI�_L DE INCLUDED IN THE QF REQUIRED) 2. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
15 L.F. REQUIRED. SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
CONCRETE END SECTIONS STORMWATER BEDDING REQUIREMENTS CONCRETE TRICKLE PAN
� CITY OF APPROVED: CITY OF APPROVED: CITY OF
� FORT COLLINS DETAIL �Y� FORT COLLINS DETAIL p� APPROVED: DETAIL
�►w, � STORMWATER �� • STORMWATER �Y . FORT COLLINS STORMWATER
�,�',,�0 '� �.V��II1S Fa�o�an�ssco. CONSTRUCTION DETAILS DATE: 01/31/01 D - 15 /""��,� ���ns Fox�c�nissco. CONSTRUCTION DETAILS DATE: 1/12/00 D _ 1 �� �;���ns ��TIES DATE: 12-25-00
(970) zzi-svoo DRAWN BY: NBJ (970) 221-8700 DRAWN BY: SKC �'�� Fox�r co[.r.uvs. �o. CONSTRUCTION DETAILS D-20B
(970) 221-8700 DRAWN BY: NBJ
� �
O J
_ a
� �
A — W
--� � �
„�
3" (TYP.) 6 � �
BACK OF CURB VARIES VARIES m
3/8" BRASS SCREW 18" O.C. EDGE OF STREET SLOPE � W O
WITH COUNTERSINK VARIES 0.5% SLOPE (MIN.) � � � �
N HEAD FLUSH WITH PLATE �� - - - Q �
� 3' (TYP.) EXPANSION �� . , . " � � 1
a Q = V
MATERIAL � > � �
�
._.
� is�� GALV. S ECTI O N A-A Q
STEEL � �
PLATE
cn B 6 �
� t � , p Z
Q EXPANSION SIDEWALK 5/$" GALV. STEEL PLATE 2 3"x2"x3 " GALV. ANGLE � O
� MATERIAL . �Np � SEE DETAIL 1 �
VARIES � °
1' � = 1
z � . z
3� I
EX END WALK 6" ON
cn BO H SIDES O WALK
� BADF tC w C� SECTION B—B
� CURB O
>
12" R � 12" R
A �
5/$" GALV.
STEEL PLATE %$" BRASS SCREW
EDGE OF 3'-3" 2' OPENING 3'-3" 18 O.C. WITH
STREET COUNTERSUNK HEAD
$,_6„ 2' DEPRESSED GUTTER FLUSH WITH PLATE
�
� #4@ 2"
P�N w o.c.
~ �� 3 x2 x/$ #3 REBAR
Q #4@ 12 �� �� 3 ��
O.C. GALV. ANGLE � � ANCHOR
>� %'_i.
11 18 O.C.
#4@ 12 TST, INC.
O.C. CONSULTING ENGINEERS
D ETAI L 1 748 Whalers Way
S ECTIO N C—� Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
METAL SIDEWALK CULVERT FOR VERT. CURB �C GUTTER AND DETACHED SIDEWALK — OUTFALL TO CURB SCALE NTS
�.;�,� CITY OF APPROVED:
DETAIL °A'� JULY 17, 2024
����� . FORT COLLINS STORMWATER SHEET
�� ����ns UTILITIES CONSTRUCTION DETAILS DATE: 7/30/2013 _
FORT COLLINS, �o. D 10 B
(970) 221-6700 DRAWN BY: D. MOGEN
2 4 of 21
SCALE:
N.T.S.
STANDARD
CONSTRUCTION DETAILS
PLAN VIEW
CROSS SECTION
GRATING (WITH HINGED
SECTIONS, EACH SECTION
NOT TO EXCEED 5 FEET
IN LENGTH)
100-YEAR WATER SURFACE ELEVATION
OUTLET PIPE
SIZE =
FINISHED GRADE
WQCV ORIFICE
PLATE AND TRASH RACK
(SEE DETAIL THIS SHEET)
WQCV WATER SURFACE ELEVATION
SHEET
1 OF 2
100-YEAR RESTRICTOR PLATE OPENING
B
D
E
8" WALL TYP.
C
F
#4 BARS @ 12" CTRS. EA. WAY
TYP. FOR WALLS AND FLOOR
DETENTION POND OUTLET (INTERIM POND 427 AND INTERIM
SWALE POND)
A
8"
PREFABRICATED BAR GRATING, CROSS
BARS @ 4" O.C., BEARING BARS 1 1/2" BY
3/16" @ 1 3/16" O.C.
G
H
8"
A
8" ( TYP.)
WQCV ORIFICE
PLATE AND TRASH RACK
(SEE DETAIL THIS SHEET)
B
A B
8"
#4 BARS @ 12" CTRS. EA. WAY
TYP. FOR WALLS AND FLOOR
SECURE ORIFICE PLATE TO
WALL WITH 3/8" BOLTS
GRATE (TOP FLUSH W/ TOP OF STRUCTURE)
1 1/2" DEEP BY 2 1/2" WIDE
GRATE SUPPORT LEDGE
FORMED IN CONCRETE WALLS
BASE SLAB
(6" MIN.)
(24" MIN.)
SECTION "A - A"
8"
GRATE SUPPORT LEDGE
FORMED INTO STRUCTURE WALL
1/4" STEEL
HINGE PLATE
SECURE HINGE
PLATE TO WALL
WITH 3/8" BOLTS
7"
3"
SIDE VIEW
HINGE DETAIL
NOTES:
1. ALL METAL PARTS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL
SHALL BE HOT DIP GALVANIZED AND MAY BE PAINTED AFTER GALVANIZING.
2. MINIMUM CONCRETE MIX SHALL BE 5 1/2 SACK, 3000 PSI. CONCRETE TO BE
REINFORCED WITH #4 BARS 12" O.C. EACH DIRECTION. 1" CHAMFER ON ALL
EXPOSED CORNERS OF WALLS.
1" BAR WELDED
TO GRATING
NOTCH GRATING
TO CLEAR HINGE
PROJECTION
PLAN VIEW
SHEET
2 OF 2
SCALE:
N.T.S.
STANDARD
CONSTRUCTION DETAILS
PLAN VIEW
CROSS SECTION
GRATING (WITH HINGED
SECTIONS, EACH SECTION
NOT TO EXCEED 5 FEET
IN LENGTH)
100-YEAR WATER SURFACE ELEVATION
OUTLET PIPE
SIZE =
FINISHED GRADE
WQCV WATER SURFACE ELEVATION
SHEET
1 OF 2
100-YEAR RESTRICTOR PLATE OPENING
B
D
E
8" WALL TYP.
C
F
#4 BARS @ 12" CTRS. EA. WAY
TYP. FOR WALLS AND FLOOR
DETENTION POND OUTLET (POND D)
A
8"
PREFABRICATED BAR GRATING, CROSS
BARS @ 4" O.C., BEARING BARS 1 1/2" BY
3/16" @ 1 3/16" O.C.
G
H
8"
8" ( TYP.)
B
B
8"
Z
O
� �
Z �
O �
(n w
> �
W
�
�
Q
0
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m
PROPOSED LAYOUT CONCEPTUAL ELEVATIONS: 'INVERT ABOVE BASE OF CHAMOER
18 STORMTECH MC3500 CHAMBEftS MAXIMUM ALL WABLE RADE( P F PAVEMENT/UN AVED): 12.50 PART TYPE T y0U DESCRIPTION NVERT MN(FLOW `.- �
s sTORMTE�„M�-,SooENo�APS �N� MALL WA L UN A � H 650 � � ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS � = DRAWN
24'BOTTOM CORED END CAP.PART#:MC35001EPP248C/NP OF ALL 24"BOTTOM p Q
PR JE T INF RMATI N 12 N A (in) I LL WA L A ( N I ) 6.00PREFABRICATEOENDCAP A CONNECTIONSANDISOLATORPLUSROWS Z'06 J a J ¢ ���
//� � � g N � in L ( ): 6.00 PREFABRICATED END CAP B 12'TOP CORED END CAP,PART#'.MC35001EPP12T/TVP OF ALL 12"TOP CONNECTIONS 26.36" a � Z � AASHTO MATERIAL a � z '"
ENGWEEREDPRODUCT � ao sTONevo�o INIMUMALL wn �e RAD en �xi � av soo � �' m � = MATERIAI LOCATION DESCRIPTION COMPACTION/DENSITY REQUIREMENT � � °' � �
MANAGER �N L TOP OF STONE: 5.50 PREFABRICATED END CAP C 12"BOTTOM COftEO END CAP.PARTN'MC35001EPP128/1YP OF ALL 12'BOTTOM CONNECTIONS 1.35' � z w o z x o
x � CLASSIFICATIONS
w w
FLAMP D INSTALL FLAMP ON 24"ACCE55 PIPE/PART#:MCFLAMP O O
SItBA551Sf� 3820 (PERIMETER STONE INCLUDED) 70P OF MC-3500 CHAMBER�. 450 � p 3 w '� (A V � w p CHECKED
FOR S7oRmrECn � (COVER STONE INCLUDED) 72"x 12^TOP MANIPO�D INVERT. p g5 MAMFOLD E 72":i2"TOP MANIFOLD,ADS N-12 26.36" aS = N FINAL FILL:FlLL MATERIAL FOR LAYER'D'STARTS FROM THE TOP OF THE'C 4� _ �
PIPE CONNECTION F 72'BOTTOM CONNECTION 1.35' a N a U z LAVER TO THE BOTfOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ANY SOIUROCK MATERIALS,NATIVE SOILS,OR PER ENGINEER'S PLANS. PREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED Q y o � �
ADS SALES REP � iNSrn�unoN wSTRUCnon�:; � (BASE STONE INCLUDED 24"ISOLA70R ROW PLUS INVERT�. 0.92 = 3 g D NIA INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND = _- DAP
visrr oua nPa � � „� 1772 Y TEM A EA 12"BOTTOM CONNECTION INVERT: 0.86 NVLOPLAST(INLET W/ISO GR4DE ABOVE.NOTE THAT PAVEMENT SUBBASE MAY BE PART Of THE'D' CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.
G 30'DIAMETER(24.00"SUMP MIN) 5A CFS IN a J ° PREPARATION REQUIREMENTS. 0-
aRo�ecTNo. Advanced Drainage Systems��f1C. 149.9 T P BOTTOMOFMC-3500CHAMBER: 075PLUSROW) Q O � LAVER a OI
BOTTOM OF STONE'. 0.00 NYLOPLAST(O T H 30 IAMET R DESI N BY ENGI ER p.p CFS OUT x
Q � ff AASHTOM145' Q � a DESIGNED
Z � � � INITIAL FILL:FILL MATERIAL FOR LAYER'C STARTS FROM THE TOP OF THE GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35%FINES OR A-1,A-2-0,A3 BEGIN COMPACTIONS AFTER 24'(600 mm)OF MATERIAL OVER f- � - p R B
EMBEDMENT STONE('B'LAYER)TO 24"(600 mm)ABOVE THE TOP OF THE PROCESSED AGGREGATE. THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN Z LL # �
M 0 N TAVA P H AS E D LI D 1 O � „ C OR 12"(300 mm)MAX LIFTS TO A MIN 95%PROCTOR DENSITY FOR O �
� w Y CHAMBER.NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE'C' MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WEL�GRADED MATERIAL ANO 95No REL4TIVE DENSITY FOR � w �
LAVER. F o � FILENAME
"' 'p w LAYER. AASHTO M43' PROCESSED AGGREGATE MATERIALS.
o a a 3.357.4,467,5.56.57.6,67,68.7.78,8,89.9.10 o a w (� y
FO RT C O L L I N S� C O� U SA EMBEDMENT STONE:FILL SURROUNDINCa THE CHAMBERS FROM THE CLEAN.CRUSHED.ANGULAR STONE AASHTO M43' _ 000.7_D Pr ld I I S
MC-3500 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT-NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM sz.se�
B FOUNDATION STONE('A'LAYER)TO THE'C LAYER ABOVE. OR RECYCLED CONCRETEs 3,357,4,467,5,56,57 NO COMPACTION REQUIRED.
z - _ �
1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A ���5' O ?- FOUNDATION STONE:FILL BELOW CHAMBERS FROM THE SUBGRA�E UP TO CLEAN,CRUSHED,ANGULAR STONE AASHTO M43' O w f
1. CHAMBERS SHALL BE STORMTECH MC-3500. F � A s PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE" F �w
PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. a __ THE FOOT(BOTTOM)OF THE CHAMBER. OR RECVCLED CONCRE7E 3,357,4,467,5,56,57 a W�
� � � p,DO L/�
2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN,IMPACT-MODIFIED POLVPROPVLENE 2, STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE'STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE"- � � PLEASE NOTE.- N��', �
COPOLVMERS. - - - - - - - - - - - - - - - - - - - - - - - - - - - w � w y O �������
O W 1. THE LISTED AASHTO�ESIGNATIONS ARE FOR GRADATIONS ONLV.THE STONE MUST ALSO BE CLEAN,CRUSHED.ANGUTAR.FOR EXAMP�E,A SPECIFICATION FOR#4 STONE WOUID STATE:"CIEAN,CRUSHED,ANGULAR NO.4(AASHTO M43)STONE". � a •
3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. . _ i�x €a 2. STORMTECH COMPACTION RE�UIREMENTS ARE MET FOR'A'LOCATION MATERIALS WHEN PLACED ANO COMPACTED IN 9"(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORV COMPACTOR. �g �� p•N P�
3. CHAMBERS SHALL MEET THE RE�UIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED STORM7ECH RECOMMENDS 3 BACKFILL METHODS: � 3. WHERE INFILTRATION SURFACES MAV BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAV BE ACHIEVED BV R4KING OR DR4GGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR �a �O` ��� O� O�
WALL STORMWATER COLLECTION CHAMBERS'CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. . STONESHOOTER LOCATED OFF THE CHAMBER BED. I i' `� � v� � Q� G�\
• BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ,� COMPACTION REQUIREMENTS.
� . I --- _ 4. ONCE LAYER'C'IS PLACED,ANV SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAVER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. �� • Q�
4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD BACKFlLL PROM OUTSIDE THE EXCAVA710N USING A LONG BOOM HOE OR EXCAVA70R. I � � I i W 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS'A'OR'B'THE MATERIAI SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLMED M TECHNICAL NOTE 620"RECYCLED CONCRETE STRUCTURAL BACKFILL". _ �� • P� �`
IMPEOE FLOW OR LIMIT ACCESS FOR INSPECTION. � - � -�- � '`
4. THE FOUNDATION STONE SHALL BE LEVEIED AND COMPACTED PRIOR TO PLACING CHAMBERS. / �'I I I I U a p U a¢ O\\G NS �
5. THE STRUCTURAL DESIGN OF THE CHAM6ERS.THE STRUCTURAL BACKFILL,AND THE INS7ALLATION RE�UIREMENTS SHALL ENSURE 1 �3 o a 3 w; \ � GO`' • ,�.I
THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR:1) 5. JOINTS BETNEEN CHAMBERS SHALL BE PROPERLV SEATED PRIOR TO PL4CING STONE. I ,o a o a 3 ��� � `V
LONG-DURATION DEAD LOADS AND 2)SHORT-DURA710N LIVE LOADS,BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION 'I I "' "' � CO� •�G(�
FOR IMPAC7 AND MULTIPLE VEHICLE PRESENCES. 6. MAINTAIN MINIMUM-6'(750 mm)SPACING BETWEEN THE CHAMBER ROWS. I � F o� � o S �
Q � ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL PAVEMENT LAVER(DESIGNED Q '( � \
6. CHAMBERS SHALL BE DESIGNED,TESTED AND AILOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCOR�ANCE WITH ASTM F2787, �� INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12"(300 mm)INTO CHAMBER END CAPS. I I � g� AROUND CLEAN,CRUSHED,ANGULAR STONE IN A 8 B LAVERS BY SITE DESIGN ENGINEER) o S� \O� ���������G,
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"STANOARD PR4CTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'.
8. EMBEDMENT STONE SURROUN�ING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE MEETING 7HE AASHTO M43 DESIGNATION OF#3 H J � � u� ,•+.....,. � � I �� �+�0 /� `
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LOAD CONFIGURATIONS SHALL INCLUDE:1)INSTANTANEOUS(<t MIN)AASHTO DESIGN TRUCK LNE LOAD ON MINIMUM COVER 2) �R� � f w� _.__ ___..._ ____� "" "'I � /1
MAXIMUMPERMANENTpS-VR)COVERLOADAND3)ALLOWABLECOVERWITHPARKED(7-WEEK)AASHTODESIGNTRUCK. F I I . I N = �� � D '� �roeonwnora�aai.evnvsMervr.voauHvnveo g• � �w
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9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBER5 IN PLACE AND PRESERVE ROW SPACiNG. � � o o PERIMETER STONE �� � � a v z.�ieaomm�. (2.4 m) `
7. REQUIREMENTS FOR HANDLING AND INSTALLATION: I E N C � (450 mm)MIN' M� � ��
• TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING.CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING � �= r (SEE NOTE 4) � N o
10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN I I g � = 12^(300 mm)MIN � w a
STACKING IUGS. ENGINEER. I . p O o LL c O O O LL�
• TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKfILL,THE HEIGHT OP THE CHAMBER JOINT SHALL NOT BE LESS = y „ � y
THAN 3". i i. ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT'INSERTS DUR WG CONSTRUCTION FOR ALL W LETS TO PROTECT THE SUBSURFACE I �A � � $` � 1;� b�
� EXCAVATION WALL ��� '���� ` •'THIS CROSS SECTION DETAIL REPRESENTS V E
• TO ENSURE THE INTEGRIN OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL 8E STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. I G � 1� ,y !����;, '�^�,� 45" �
GREATER THAN OR WUAL TO 450 L85/PT/%.THE ASC IS DEFWED IN SECTION 6.2.8 OF ASTM F2418.AND b)TO RESIST CHAMBER / `d N � Q� (CAN BE SLOPED OR VERTICAL) � � � I� (1140 mmJ MINIMUM RE�UIREMENTS FOR INSTALLA710N. Q) y � Q�
DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73`F/23°C,CHAMBER5 SHALL 8E PRODUCED r T - '`�'� i "I� ' E�.��` �y � Ii PLEASE SEE THE LAVOUT SHEET(5)FOR � >.
II'
) NOTES FOR CONSTRUCTION EQUIPMENT I I � v� m =� I1�� �� I; �' ? I PROJECTSPECIFICREQUIREMENTS. � q ��
FROM REFLECTNE GOLD OR YELLOW COLORS � � � , A � �� i. I.. ./`' ��.J i I � � _
1. STORMTECH MC3500 CHAMBERS SHALL BE INSTALLED IN ACCOROANCE WITH THE"STOftMTECH MC3500lMC-0500 CONSTRUCTION GUIDE"- � L � � � ��
8. ONLY CHAMBERS THAT ARE APPROVEO BY THE SITE DESIGN ENC�INEER WILL BE ALLOWED.UPON RE�UEST BV THE SITE DESIGN Q � - A Q E "=
ENGINEER OR OWNER,THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTUR4L EVALUATION FOR APPROVAL BEFORE 2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: I � �I i� t i� t m Q�
DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: . NO E�UIPMENT IS ALLOWED ON BARE CHAMBERS. y U -�DEPTH OF STONE TO BE DETERMINED y U
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• THE STRUCTURAL EVAWATION SHALL eE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. • NO RUBBER TIRED LOADER,DUMP TRUCK,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE I ' ' �I � BY SITE DESIGN ENGINEER 9"(230 mm)MIN
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6" 150 mm MIN -
• THE STRUCTURAL EVALUATION SHALL OEMONSTR4TE THAT THE SAPETV FACTORS ARE GREATER THAN OR E�UAL TO 1.95 FOR WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". , ( � 6" -
WEIGHT LIMI75 FOR CONSTRUCTION EDUIPMENT CAN BE FOUND IN THE'STORM7ECH MC-3500/MC-4500 CONSTRUCTION GUIDE". MC3500 / �7"�1950 mmj �-12"(300 mm)MIN
DEAD LOAD AND 1]5 FOR LIVE LOAD.THE MINIMUM RE�UIRED BV ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO • . , � , , /� , , , , , , , j� , . , , , _ , j' o� - - END CAP SUBGRADE SOiLS J 1150 mm)MIN O�
LRFD BRIOGE DESIGN SPEGFICATIONS FOR THERMOPLASTIC PIPE. >N (SEE NOTE 3) >N °�
• THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAO DESIGN 3. Fl1LL 36"(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS RE�UIRED FOR Ol1MP TRUCK TRAVEL OR DUMPING. L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ m a �y m�
EXCEPT THAT IT SHALL BE THE 75�YEAR MODULUS USED FOR DESIGN.
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USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE �_^ - N OTES: ��� -
9- CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9007 CERTIFIED MANUFACTURING FAGLITV. BACKFILL METHOD.ANY CHAMBERS DAMAGED BY USING THE"DUMP AND PUSH'METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD w O w O
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�¢"'' 1. CHAMBERS SHALL MEET THE RE�UIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLVPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLEC710N CHAMBERS"CHAMBER CLASSIFICATION 45x16 �C�
~7 d �f DESIGNATION SS. ~a� �W
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION RE�UIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION E�UIPMENT. °c� �m °�
e s� g w 2. MC-3500 CHAMBERS SHALI BE DESIGNED IN ACCORDANCE WITH ASTM F2787'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". >s� g w
_ 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITV)OF 7HE SUBGRA�E SOILS AND 7HE DEPTH OF FOUNDATION STONE WITH CONSIDERATION a�
ISOLATOR ROW PLUS FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. �'"
,��� (SEE DEfAIL) ' �'
�" 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLV TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED E%CAVATION WALLS. �$
� %PLACE MINIMUM 17.50'OF ADSPWS125 WOVEN GEOTEXTILE OVER BEDDING NOTMS IFOLD SIZE TO BE DETERMWED BY SITE DESIGN ENGWEER.SEE TECH NOTE#6.32 FOR MANIFOLD SIZING GUIDANCE. °� 5. REQUIREMENTS FOR HANDLING AND WSTALLATION: �'Z
"STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL ' DUE TO 7HE ADAP7ATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS.IT MAV BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MAMFOLD �� . 70 MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL.INTERLOCKING STACKING LUGS. g;"
r . �' COMPONENTS IN THE FIELD. H�
HAM R IN T R W � �
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THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER RE UIREMENTS ARE MET. �^� • 70 ENSURE A SECURE JOINT DURING INSTALLATION AND BACKPILL THE HEIGHT OF 7HE CHAMBER JOINT SHALI NOT BE LESS THAN 3". ��
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--- THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARWG CAPACITV.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR TO ENSURE THE WTEGRITV OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/�.THE ASC IS DEFWED IN SECTION 62.8 OF
DETERMINING � '
BED LIMITS THE SUITABILITV OF THE SOIL AND PROVIDING THE BEARING CAPACIN OF THE INSITU SOILS.THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS SHEET ASTM F2418.AND D)TO RESIST CHAMBER DEFORMATION DUR W G INSTALLATION AT ELEVATED TEMPERATURES(A80VE 73°F/23°C),CHAMBERS SHALL BE PRODUCED FROM REfLECTNE GOLD OR vELLOW SHEET
PROVIDED. C
• NOT FOR CONSTRUCTION:THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE RE�UIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. 2 OF E7 COLORS. 3 O F V
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COVER PIPE CONNECTION TO END pqRT#:MCFLAMP Q Q � NTS p Q � NYLOPLAST DRAIN BASIN � Q '
CAP WI7H ADS GEOSVNTHETICS 601T J VALLEY 86.0"(2184 mm) J J � a
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� O a a o a a TRAFFIC LOADS�CONCRETE DIMENSIONS � a �
^ � 3. �I I II I I I I I = UPPER JOINT CORRUGA710N � (FOR AASHTO H-20) ARE FOR GUIDELINE PUPOSES ONLV. � W
1�� BUILD ROW IN THIS DIRECTION b ACTUAL CONCRE7E SLAB MUST BE
I �I'�, _ INVERTACCORDINGTO / DESICaNEDGIVINGCONSIDERATIONFOR �
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SITE�ESIGN ENGINEER NYLOPLAST� � (584 mm) ❑ i �YJy�\i��. O ia �
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24'(600 mm)HDPE ACCESS PIPE REQUIRED ONE LAVER OF AOSPLU5125 WOVEN GWTEXTILE BEN/EEN I- �N 1 I I I I I � [ ( ) ( ) � � �
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K ' K a i OUTLET ADAPTERS AVAILABIE: ¢ a i
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F o� CHAMBER S70RAGE 109.9 CUBIC FEET (3.11 m') F o� CORRUGATED HDPE � F o�
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INSPECTION 8�MAINTENANCE � w F MC-SERIES END CAP INSERTION DETAIL SIZE(W X H X INSTALLED LENGTH) 75.0"X 45.0"X 222' (1905 mm X 1143 mm X 564 mm) (ess mm1 � z� CL4SS 1 OR II CRUSHED STONE OR GRAVEL o ��
� �� NTS END CAP STORAGE 14.9 CUBIC FEET (0.42 m') � ;_ l AND BE PLACED UNIFORMLY IN 12"(305 mm) y � O
STEP 1� INSPECT ISOLATOR ROW PLUS FOR SEDIMENT � "` MINIMUM INSTALLED STORAGE' 45.1 CUBIC FEET (128 m') � o '� LIFfS AND COMPACTED 70 MIN OF 90% ? w? �
A. INSPECTION PORTS QF PRESENT) F �o WEIGHT 491bs. (22.2 kg) F ; � in �o
A.t. REMOVE/OPEN LID ON NVLOPLAST INLINE DRAIN � . STORMTECH END CAP � H g �: �
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A.3. USING A FL45HLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LO� j $� CHAMBERS,6"(752 mm)STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY � _ �n o � i �
A.4. I O W E R A CAMERA IN TO I S O L AT O R R OW PLUS FOR VISUAL IN S P E C TI ON OF S EDIM ENT L EV EL S(O P TI ONAL) � 1 2"(3 0 0 mm) '��
A.S. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED 70 STEP 2.IF NOT,PROCEED TO STEP 3. � y � �` MIN SEPARATION Q) � � a NOTES y � o°
B. ALL ISOLATOR PLUS ROWS ` N � o'� STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH'B" ` in - �
8.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS r �' � �V B r �^ 7. 8-30"(200-750 mm)GRATES/SOLID COVERS SHALL 8E DUCTILE IRON PER ASTM A536 -
8.2. USING A FLASHLIGHT.INSPECT DOWN THE ISOLA70R ROW PLUS THROUGH OUTLET PIPE (n 12'(300 mm)MIN INSERTION STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH'T" �
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I) MIRRORS ON POLES OR CAMERAS MAV BE USED TO AVOID A CONFINED SPACE ENTRY ` � ,-/ � END CAPS WITH A PREFABRICATED WELDED STUB END WITH"W" � L � 2. 1230"(300-750 mm)FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GR4DE 70-50-05 O
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRV IF ENTERING MANHOLE E °' - /�� I�� � '� 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS _
8.3. IF SEDIMENT IS AT,OR ABOVE.3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. � � $ ° / �, PART�F STUB B C � m m q� 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 �
t 'o MANIFOLD STUB � � 1'�,� t
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NOTES �m �„ MANIFOLD STUB M C 3 5 0 0 1 E P P 1 5 B -- 1.5 0'(3 8 mm) AVAILABLE UPON REQUEST. J$ 1 2" P E�E S T R I A N S T A N�A R D A A S H T O S O L I D ��� �W'S
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1. INSPECT EVERV 6 MONTHS DURING THE FIRST VEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS - MC35001EPP18TW _ 15' PEDESTRIAN STANDARD AASHTO SOLID
18'(450 mm) AND 15-48"(375-1200 mm) 2815AG
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. MC35001EPP188C (375 mm) AASHTO H-10 H-20 AASHTO H-20
ECCENTRIC MANIFOLDS.CUSTOM
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- MC35001EPP24BW - 30" PEOESTRIAN STANDARDAASHTO SOLID �w
�"' ARE THE HIGHEST POSSIBLE FOR �W 2830AG
SHEET NOTE:MANIFOLD STUB MUST BE LAID HORIZONTAL MC35001EPP308C 30'(750 mm) --- 2.75"(70 mm) THE PIPE SIZE. SHEET 1750 mm) AASHTO H-20 H-20 AASHTO H-20 SHEET
FOR A PROPER FIT IN END CAP OPENING. NOTE:ALI.DIMENSIONS ARE NOMINAL
40F6 50F6 60F6
TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
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Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE
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DATE
JULY 17, 2024
SHEET
206 of 216
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31 STORMTECH MC3500 CHAMBEftS MAXIMUM ALL WABLE RADE( P F PAVEMENT/UN AVED): 12.50 PART TYPE TEM O DESCRIPTION NVERT MN(FLOW `- �
s sTORMTE�„M�-,SooENo�APS �N� MALL WA L UN A � H 650 1OU N � ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS N w DRAWN
24"BOTTOM CORED END CAP.PART#:MC35001EPP248C/NP OF ALL 24"BOTTOM
PR JE T INF RMATI N 12 N A (in) I LL WA L A ( N I ) 6.00PREFABRICATEOENDCAP A CONNECTIONSANDISOLATORPLUSROWS 2.06" O Q ? O Q ? ���
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MANAGER �N L TOPOFSTONE: S.SOpREFABRICATEDENDCAP C 7.77" � Y � CLASSIFICATIONS
SItBA551Sf� (PERIMETER STONE INCLUDED) 70P OF MC-3500 CHAMBER�. 45o CONNECTIONS W O 3 � � W O 3 � �
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ADS SALES REP (BASE STONE INCLUDED 24"ISOLATOR ROW PLUS INVERT: p.op hqANIfOLD E 24"a 24"TOP MANIFOLD,ADS N-12 74.4H' z o U LAVER TO THE BOTfOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ANY SOIUROCK MATERIALS,NATIVE SOILS,OR PER ENGINEER'S PLANS. z o.� _
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viSiT OUR nPP � „� 7883 Y TEM A EA 18"BOTTOM CONNECTION INVERT: 0.50 PIPE CONNECTION F 18"BOTTOM CONNECTION 1.7T d GR4DE ABOVE.NOTE THAT PAVEMENT SUBBASE MAY BE PART Of THE'D' CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. a
aRo�ecT No. Advanced Drainage Systems��f1C. 222.6 T P BOTTOM OF MC-3500 CHAMBER: 0/5(:ONCRETE STRUCTURE G (OESIGN 8Y ENGINEER/PROVIDED BV THERS) 17.0 CFS IN Q O � LAVER Q O'
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Q � ff AASHTOM145' Q � �
F 0 � GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35%FINES OR A-1,A-2�,A3 BEGIN COMPACTIONS AFTER 24'(600 mm)OF MA7ERIAL OVER F � � B R B
� INITIAL FILL:FILL MATERIAL FOR LAYER'C STARTS FROM THE TOP OF THE
Z LL � o PROCESSED AGGREGATE. THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN Z # �'a�
M 0 N TAVA P H AS E D LI D 2 � � N � EMBEDMENT STONE('B'LAYER)TO 24"(600 mm)ABOVE THE TOP OF THE OR 12"(300 mm)MAX LIFTS TO A MIN 95%PROCTOR DENSITY FOR O �
� w Y CHAMBER.NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE'C' MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WEL�GRADED MATERIAL ANO 95No REL4TIVE DENSITY FOR � w �
LAVER. F o � FILENAME
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FO RT C O L L I N S� C O� U SA EMBEDMENT STONE:FILL SURROUNDINCa THE CHAMBERS FROM THE CLEAN.CRUSHED.ANGULAR STONE AASHTO M43' _ 000.7_D Pr ld I I S
B FOUNDATION STONE('A'LAYER)TO THE'C LAYER ABOVE. OR RECYCLED CONCRETEs 3,357,4,467,5,56,57 NO COMPACTION REQUIRED.
MC-3500 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT-NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM
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1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A O ?- FOUNDATION STONE:FILL BELOW CHAMBERS FROM THE SUBGRA�E UP TO CLEAN,CRUSHED,ANGULAR STONE AASHTO M43' O w f
1. CHAMBERS SHALL BE STORMTECH MC-3500. F � A s PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE" F �w
PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. a __ THE FOOT(BOTTOM)OF THE CHAMBER. OR RECVCLED CONCRE7E 3,357,4,467,5,56,57 a W�
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2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN IMPACT-MODIFIED POLVPROPVLENE Q
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2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE'STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE"- � � PLEASE NOTE.- N��', ���•
COPOLVMERS. w �w w N O`` �• •
O w 1. THE LISTED AASHTO�ESIGNATIONS ARE FOR GRADATIONS ONLV.THE STONE MUST ALSO BE CLEAN CRUSHED ANGUTAR.FOR EXAMP�E A SPECIFICATION FOR#4 STONE WOUID STATE:"CIEAN CRUSHED ANGULAR NO.4 AASHTO M43 STONE". � w
3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. €a 2. STORMTECH COMPACTION RE�UIREMENTS ARE MET FOR'A'LOCATION MATERIALS WHEN PLACED ANO COMPACTED IN 9"(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORV COMPACTOR ( ' �g ��' p•N P�
3. CHAMBERS SHALL MEET THE RE�UIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED STORM7ECH RECOMMENDS 3 BACKFILL METHODS: �a O ��� O� O�
WALL STORMWATER COLLECTION CHAMBERS'CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. . 89-OT a� 3. WHERE WFILTRATION SURFACES MAV BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAV BE ACHIEVED BV R4KING OR DR4GGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR � n �(\
STONESHOOTER LOCATED OFF THE CHAMBER BED. V
• BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. COMPACTION REQUIREMENTS. `ri N � Q` f��(� (�,\
. 82.58' --- - 4. ONCE LAYER'C'IS PLACED,ANV SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAVER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. �� • � Q��
4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD BACKFlLL PROM OUTSIDE THE EXCAVA710N USING A LONG BOOM HOE OR EXCAVA70R. i w 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS'A'OR'B'THE MATERIAI SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLMED M TECHNICAL NOTE 620"RECYCLED CONCRETE STRUCTURAL BACKFILL". _ �� • (�_ P� 5�`
IMPEOE FLOW OR LIMIT ACCESS FOR INSPECTION. �
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4. THE FOUNDATION STONE SHALL BE LEVEIED AND COMPACTED PRIOR TO PLACING CHAMBERS. •
5. THE STRUCTURAL DESIGN OF THE CHAM6ERS.THE STRUCTURAL BACKFILL,AND THE INS7ALLATION RE�UIREMENTS SHALL ENSURE � �3 o Q 3 w; \O\� GO� • �
THAT THE LOAD FACTORS SPEGFlED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR:1) 5. JOINTS BETNEEN CHAMBERS SHALL BE PROPERLV SEATED PRIOR TO PLACING STONE - - - - - - - - - - - - - - - - - - - o : o a g �C�v � • (v
LONG-DURATION DEAD LOADS AND 2)SHORT-DURA710N LNE LOADS,BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION � ' ' 1 ' "' "' ` (O i�G(�
FOR IMPAC7 AND MULTIPLE VEHICLE PRESENCES. 6. MAINTAIN MINIMUM-6'(750 mm)SPACING BETWEEN THE CHAMBER ROWS. F o� � o S � '
j� I � Q - ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL PAVEMENT LAVER(DESIGNED Q '( �•
7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12"(300 mm)INTO CHAMBER END CAPS. � g� AROUND CLEAN,CRUSHED,ANGULAR STONE IN A 8 B LAVERS BY SITE DESIGN ENGINEER) o S� \O� ������• /��_
6. CHAMBERS SHALL BE DESIGNED,TESTED AND AILOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCOR�ANCE WITH ASTM F2787, � „'� I z� 2� �♦ ^ G�\v
"STANOARD PR4CTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. 8. EMBEDMENT STONE SURROUN�ING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF#3 H� � �� u� � „ � � ' J/O V\
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LOAD CONFIGURATIONS SHALL INCLUDE:1 INSTANTANEOUS<t MIN AASHTO DESIGN TRUCK LNE LOAD ON MINIMUM COVER 2 = f �w .__� " � =w L
MAXIMUM PERMANENT p5-VR)COVER LOAD AND 3)ALLOWABLE COVER WITH PARKED(7-WEEK)AASHTO DESIGN TRUCK �R�' I ' �� I I I � �� � D � 8' o W F
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7. REQUIREMENTS FOR HANDLING AND INSTALLATION: 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBER5 IN PLACE AND PRESERVE ROW SPACING. F � � _ � o o PERIMETER STONE �� � � a v z.�ieaomm�. (2.4 m) `
-E N N C � (450 mm)MIN' MAX U ��
• TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING.CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING I �= r (SEE NOTE 4) � N o
10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN � I g I � " 12"(300 mm)MIN E a
STACKING IUGS. ENGINEER. -� � O o � O O O �
• TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKfILL,THE HEIGHT OP THE CHAMBER JOINT SHALL NOT BE LESS � _---� LL°
THAN 3". i i. ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT'INSERTS DUR WG CONSTRUCTION FOR ALL W LETS TO PROTECT THE SUBSURFACE :�!// A = N � N
�/ � �� EXCAVATION WALL '��� 1�� •'THIS CROSS SECTION DETAIL REPRESENTS V E ��
• TO ENSURE THE INTEGRIN OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL 8E STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. '��� �"j/ �- G � N /'� ��r ;;� �(�';, ^^��t 45" �
Q) � (CAN BE SLOPED OR VERTICAL) MINIMUM RE�UIREMENTS FOR INSTALLA710N. Q) �
GREATER THAN OR WUAL TO 450 L85/PT/%.THE ASC IS DEFWED IN SECTION 6.2.8 OF ASTM F2418.AND b)TO RESIST CHAMBER I �"/���, � /I �� / I �-/=- ` in o 3 � � �I� (1140 mmJ ` w _ a'�
`�; ;' .��-�-� >. - �! "f �. � � I PLEASE SEE THE LAVOUT SHEET(5)FOR >.
DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES ABOVE 73`F/23°C,CHAMBER5 SHALL 8E PRODUCED �':� / ' �-. /�. r A � �.��), _ � r
c ) NOTESFORCONSTRUCTIONEQUIPMENT 'i- , , -:„/; -._l - i ;'�" _,_. _,_, . - - ''l ,---,�_. I_ v� m =e� I,,d �� I, � -> q, i �n q =�
FROM REFLECTNE GOLD OR YELLOW COLORS � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � � _ ':,,/p � q`. .�"' „� I I,'. PROJECT SPECIFIC REQUIREMENTS. � � _
1. STORMTECH MC3500 CHAMBERS SHALL BE INSTALLED IN ACCOROANCE WITH THE"STOftMTECH MC3500lMC-0500 CONSTRUCTION GUIDE"- L p
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8. ONLY CHAMBERS THAT ARE APPROVEO BY THE SITE DESIGN ENC�INEER WILL BE ALLOWED.UPON RE�UEST BV THE SITE DESIGN Q � - � A Q E '�
ENGINEER OR OWNER,THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTUR4L EVALUATION FOR APPROVAL BEFORE 2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: i� t i� t m Q�
DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: . NO E�UIPMENT IS ALLOWED ON BARE CHAMBERS. y U -�DEPTH OF STONE TO BE DETERMINED y U
• THE STRUCTURAL EVAWATION SHALL eE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. • NO RUBBER TIRED LOADER,DUMP TRUCK,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE � BY SITE DESIGN ENGINEER 9"(230 mm)MIN
6"(150 mm)MIN �
• THE STRUCTURAL EVALUATION SHALL OEMONSTR4TE THAT THE SAPETV FACTORS ARE GREATER THAN OR E�UAL TO 1.95 FOR WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". -- � 6" -
WEIGHT LIMI75 FOR CONSTRUCTION EDUIPMENT CAN BE FOUND IN THE'STORM7ECH MC-3500/MC-4500 CONSTRUCTION GUIDE". MC3500 �7"�1950 mmj �-12"(300 mm)MIN
DEAD LOAD AND 1]5 FOR LIVE LOAD.THE MINIMUM RE�UIRED BV ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO • o - END CAP SUBGRADE SOiLS 1150 mm)MIN O
LRFD BRIOGE DESIGN SPEGFICATIONS FOR THERMOPLASTIC PIPE. SEE NOTE 3
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• THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAO DESIGN 3. Fl1LL 36(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS RE�UIRED FOR Ol1MP TRUCK TRAVEL OR DUMPING. `" "'
EXCEPT THAT IT SHALL BE THE 75�YEAR MODULUS USED FOR DESIGN. Z a o� Z`a
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE �_^ - N OTES: ��� -
9- CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9007 CERTIFIED MANUFACTURING FAGLITV. BACKFILL METHOD.ANY CHAMBERS DAMAGED BY USING THE"DUMP AND PUSH'METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD w O w O
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�¢"'' 1. CHAMBERS SHALL MEET THE RE�UIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLVPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLEC710N CHAMBERS"CHAMBER CLASSIFICATION 45x16 �C�
~7 d �f DESIGNATION SS. ~a� �W
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION RE�UIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION E�UIPMENT. a °c� �m °�
e s� g w 2. MC-3500 CHAMBERS SHALI BE DESIGNED IN ACCORDANCE WITH ASTM F2787'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". >s� g w
_ 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITV)OF 7HE SUBGRA�E SOILS AND 7HE DEPTH OF FOUNDATION STONE WITH CONSIDERATION a�
ISOLATOR ROW PLUS FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. �'"
,��� (SEE DEfAIL) ' �'
�" 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLV TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED E%CAVATION WALLS. �$
� %PLACE MINIMUM 17.50'OF ADSPWS125 WOVEN GEOTEXTILE OVER BEDDING NOTMS IFOLD SIZE TO BE DETERMWED BY SITE DESIGN ENGWEER.SEE TECH NOTE#6.32 FOR MANIFOLD SIZING GUIDANCE. °� 5. REQUIREMENTS FOR HANDLING AND WSTALLATION: �'Z
"STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL ' DUE TO 7HE ADAP7ATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS.IT MAV BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MAMFOLD �� . 70 MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL.INTERLOCKING STACKING LUGS. g;"
r . �' COMPONENTS IN THE FIELD. H�
HAM R IN T R W � �
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THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER RE UIREMENTS ARE MET. �^� • 70 ENSURE A SECURE JOINT DURING INSTALLATION AND BACKPILL THE HEIGHT OF 7HE CHAMBER JOINT SHALI NOT BE LESS THAN 3". ��
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--- THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARWG CAPACITV.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR TO ENSURE THE WTEGRITV OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/�.THE ASC IS DEFWED IN SECTION 62.8 OF
DETERMINING � '
BED LIMITS THE SUITABILITV OF THE SOIL AND PROVIDING THE BEARING CAPACIN OF THE INSITU SOILS.THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS SHEET ASTM F2418.AND D)TO RESIST CHAMBER DEFORMATION DUR W G INSTALLATION AT ELEVATED TEMPERATURES(A80VE 73°F/23°C),CHAMBERS SHALL BE PRODUCED FROM REfLECTNE GOLD OR vELLOW SHEET
PROVIDED. C
• NOT FOR CONSTRUCTION:THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE RE�UIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. 2 OF E7 COLORS. 3 O F V
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INSTALL FL4MP ON 24"(600 mm)ACCESS PIPE = MC-3500 TECHNICAL SPECIFICATION - ' O �
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COVER PIPE CONNECTION TO END CAP WITH ADS Q Q � NTS p NYLOPLAST DRAIN BASIN �
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FLEXSTOftM INSERTS IN ANY UPSTREAM � `"-'---�- � ���� �� �� �-I N""��`.��� Q �j � s � STIFFENING RIB Q N � i p 'FRAME 8 GRATE/SOLID TO � -- _ \ Q N � i = � �
STRUCTURES WITH OPEN GRATES '`. -------'�- a ? � U o C O RRUGA TI ON a z a U_o MATCH B A SIN O.D. ,� � a z �.�.0 o �
a � � Q � � ���� 1 18"(457 mm) a �I Q
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24'(600 mm)HDPE ACCESS PIPE REQUIRED USE ONE LAVER OF A�SPLU5125 WOVEN GEOTEXTILE BETYVEEN �� 1 I I I I I [6'(152 mm)MIN ON&24"(200-600 mm), > � �
a 77.0" >o .-�
I FACTORV PRE-CORED END CAP FOUNDATION STONE AND CHAMBERS -I- Y w�°-, � � � �� �'� ' ��y c 5 �' I 10"(254 mm)MIN ON 30'(750 mm)� Y "'s �
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MC-35001SOLATOR ROW PLUS DETAIL 3 w� 3 w„ VARIOUSTVPESOFINLETAND I ( � � � 3 w,e,
� 'i NOMINAL CHAMBER SPECIFICATIONS � a i OUTLET ADAPTERS AVAILABIE: 6"(152 mm)MIN ON 30'p50 mm) � d i
N75 O a g SIZE(W X H X INSTALLED LENGTH) 77.0"X 45.0"X 86.0' (1956 mm X 1143 mm X 2184 mm) � � Q g 4-30"(100-750 mm)FOR J � p g �
F o� CHAMBER S70RAGE 109.9 CUBIC FEET (3.11 m') F o� CORRUGATED HDPE � / F o�
a M I N I M U M I N S T A L L E D S T O R A G E' 1 7 5.0 C U B I C F E E T (4.9 8 m') Q Q
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p g ( 9) p� WATERTIGHT JOINT �' BACKFILL MATERIAL BELOW AND TO SIDES p�` � �
�� NOMINAL END CAP SPECIFICATIONS � 25�7 � - (CORRUGATED HDPE SHOWN) A OF STRUCTURE SHALL BE ASTM D2321 "'j O
INSPECTION 8�MAINTENANCE � w F MC-SERIES END CAP INSERTION DETAIL SIZE(W X H X INSTALLED LENGTH) 75.0"X 45.0"X 222' (1905 mm X 1143 mm X 564 mm) (ess mm1 � z� CL4SS 1 OR II CRUSHED STONE OR GRAVEL o ��
� �� NTS END CAP STORAGE 14.9 CUBIC FEET (0.42 m') � ;_ l AND BE PLACED UNIFORMLY IN 12"(305 mm) y � O
STEP 1� INSPECT ISOLATOR ROW PLUS FOR SEDIMENT � "` MINIMUM INSTALLED STORAGE' 45.1 CUBIC FEET (128 m') � o '� LIFfS AND COMPACTED 70 MIN OF 90% ? w? �
A. INSPECTION PORTS(IF PRESENT) F �o WEIGHT 491bs. (22.2 kg) F ; e000.�-% in �o
A.t. REMOVE/OPEN LID ON NVLOPLAST INLINE DRAIN � . STORMTECH END CAP � H g �: �
A2. R E M O V E A N D C L E A N F L E X S T O R M F I L T E R I F I N S T A L L E D O O O €� 'ASSUMES 12"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION,6'SPACING BETWEEN � o � O LL`�
A.3. USING A FL45HLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LO� j $� CHAMBERS,6"(752 mm)STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY � _ �n o � i �
A.4. I O W E R A CAMERA IN TO I S O L AT O R R OW PLUS FOR VISUAL IN S P E C TI ON OF S EDIM ENT L EV EL S(O P TI ONAL) � 1 2"(3 0 0 mm) '��
A.S. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. � � � �` MIN SEPARATION Q) � � a NOTES y � o°
B. ALL ISOLATOR PLUS ROWS ` N � o'� STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH'B" ` in - �
8.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS r �' � �V B r �^ 7. 8-30"(200-750 mm)GRATES/SOLID COVERS SHALL 8E DUCTILE IRON PER ASTM A536 -
8.2. USING A FLASHLIGHT.INSPECT DOWN THE ISOLA70R ROW PLUS THROUGH OUTLET PIPE (n 12'(300 mm)MIN INSERTION STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH'T" �
� �i� � END CAPS WITH A WELDED CROWN PLATE END WITH"C' £. GRADE 70-50-OS Q
I) MIRRORS ON POLES OR CAMERAS MAV BE USED TO AVOID A CONFINED SPACE ENTRY ` � ,-/ � END CAPS WITH A PREFABRICATED WELDED STUB END WITH"W" � L � 2. 1230"(300-750 mm)FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GR4DE 70-50-05 O
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRV IF ENTERING MANHOLE E °' '"- /�� I�� � '� 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS _
8.3. IF SEDIMENT IS AT,OR ABOVE.3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. � � $ °�' / �, PART�F STUB B C � m m q� 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 �
t o MANIFOLD STUB � � 1'�,� t
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STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JENAC PROCESS a / I I I; I�� 1\��1� MC35001EPP06B 6'(150 mm) _ 0.66"(17 mm) 5. FOR COMPLETE DESIGN AND PRODUCT iNFORMATIOM W W W.NYLOPLAST-US.COM °a
o€ MANIFOLD HEADER ��� � �� �� 6. TO ORDER CALL:500-821�6710
A. A FIXED CULVER7 CLEANING NOZZLE WITH REAR FACING SPREAD OP 4S(1.1 m)OR MORE IS PREFERRED � I � \` / MC35001EPP08T 31.18'(791 mm) - o: �'
B. APPLV MULTIPLE PASSES OF JENAC UNTIL BACKFLUSH WATER IS CIEAN s� �,� J��� �{�, � 8'(200 mm) a� a�
C. VACUUMSTRUC7URESUMPASREQUIRED o ow MC35001EPP08B - 0.81"(21mm) o ow� �,o ow
3� �� rtncswoieaPioT 29.04'(738mm) 3� � A PART# GRATE/SOLIDCOVEROPTIONS 3�
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STEP 3) REPLACE ALL COVERS.GR4TES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. Z e m . ; \�. MC35001EPP10H -- 0.93"(24 mm) � z v m 8" PEDESTRIAN LIGHT STANDARD LIGHT z`*„�
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NOTES �m �„ MANIFOLD STUB M C 3 5 0 0 1 E P P 1 5 B -- 1.5 0'(3 8 mm) AVAILABLE UPON REQUEST. J$ 1 2" P E�E S T R I A N S T A N�A R D A A S H T O S O L I D ��� �W'S
INVENTORIED MANIFOLDS INCLUDE ZB��G
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��� , 20.03"(509 mm) 12-24"(300-600 mm)SIZE ON SIZE 6�
1. INSPECT EVERV 6 MONTHS DURING THE FIRST VEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS - MC35001EPP18TW _ 15' PEDESTRIAN STANDARD AASHTO SOLID
18'(450 mm) AND 15-48"(375-1200 mm) 2815AG
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. MC35001EPP188C (375 mm) AASHTO H-10 H-20 AASHTO H-20
ECCENTRIC MANIFOLDS.CUSTOM
1.77'45 mm �a
"_� 72"300 mm � � INVERT IOCATIONS ON THE MG3500 �0 18" PEOESTRIAN STANDARD AASHTO SOLID
2. CONDUCT JETTING AND VACTORING ANNUALLV OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. ( � 12"(300 mm) 2818AG �i°
�� MIN SEPARATION � MC35001EPP24TC ENO CAP CUT IN THE FIELD ARE NOT (450 mm) AASHTO H-10 H-20 AASHTO H-20 C
MIN INSERTION 14.48'(368 mm) RECOMMENDED FOR PIPE SRES ~ �'
�y MC35001EPP24TYV aN 24' PEOESTRIAN STANDARD AASHTO SOLID im
\ o g 24"(600 mm) GREATER THAN 70'(250 mm).THE 4 0 2824AG S
MC35001EPP248C 2.06"(52 mm) INVERT LOCATION IN COLUMN'B' � (600 mm) AASHTO H-10 H-20 AASHTO H-20 I � S 8
- MC35001EPP24BW - 30" PEOESTRIAN STANDARDAASHTO SOLID �w
�"' ARE THE HIGHEST POSSIBLE FOR �W 2830AG
SHEET NOTE:MANIFOLD STUB MUST BE LAID HORIZONTAL MC35001EPP308C 30'(750 mm) --- 2.75"(70 mm) THE PIPE SIZE. SHEET 1750 mm) AASHTO H-20 H-20 AASHTO H-20 SHEET
FOR A PROPER FIT IN END CAP OPENING. NOTE:ALI.DIMENSIONS ARE NOMINAL
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TST, INC.
CONSULTING ENGINEERS
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Phone: 970.226.0557
JOB N0.
1230.0009.00
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DATE
JULY 17, 2024
SHEET
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37 STORMTECHMC3500CHAMBEftS MAXIMUMALL WABLE RADE( P FPAVEMENT/UN AVED): 12.50 PARTTYPE TyOU DESCRIPTION NVERT MN(FLOW � a ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS � �
4 STORMTECH MC-3500 END CAPS INI M ALL WA L UN A 1 H 6.50 24'BOTTOM CORED END CAP.PART#:MC35001EPP248C/NP OF ALL 24"BOTTOM DRAWN
PROJECT INFORMATION 12 N A (in) I LL WA L A ( N I ) 6.00PREFABRICATEOENDCAP A CONNECTIONSANDISOLATORPLUSROWS 2.06" O Q ? O Q ? ���
//� � � g N � in L ( ): 6.00 PREFABRICATED END CAP B 12'TOP CORED END CAP,PART#'.MC35001EPP12T/TYP OF ALL 12"TOP CONNECTIONS 26.36" J a � Z � AASHTO MATERIAL J a � z �
ENGINEEREDPRODUCT � 40 STONEVOID INIMUMALL WA LE RAD BA L XI L AV 6.00 �g'BOTTOMCOREOENDCAP,PART#:MC35001EPP18BC/NPOFALLIB'BOTTOM � � m � o MATERIAILOCATION DESCRIPTION COMPACTION/DENSITYREQUIREMENT � � z w o
MANAGER �N L TOPOFSTONE: 5.SOpREFABRICATEDENDCAP C 7.77" � Y � CLASSIFICATIONS
SItBA551Sf� (PERIMETER STONE INCLUDED) 70P OF MC-3500 CHAMBER�. 450 CONNECTIONS W O 3 � � W O � � �
�471 FLAMP D INSTALL FLAMP ON 24"ACCESS PIPE/PART#:MCFLAMP � U w �' FINAL FILL:FlLL MATERIAL FOR LAYER'D'STARTS FROM THE TOP OF THE'C N U w p CHECKED
FOR S7oRmrECn � (COVER STONE INCLUDED) 72"x 12^TOP MANIPO�D INVERT. 2.95 Q N a4 x „ PREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED Q oj � _ �
ADS SALES REP (BASE STONE INCLUDED 24"ISOLA70R ROW PLUS INVERT�. 0.92 MANIFOLD E 12"a 12"TOP MANIFOLD,ADS N-12 26.36' z a U LAVER TO THE BOTfOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ANY SOIUROCK MATERIALS,NATIVE SOILS,OR PER ENGINEER'S PLANS. Z o o =
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visrr oua nPa � „� 2270 V TEM A EA 18"BOTTOM CONNECTION INVERT: 0.90 PIPE CONNEC710N F 18"BO770M CONNECTION 1.7T a GR4DE ABOVE.NOTE THAT PAVEMENT SUBBASE MAY BE PART Of THE'D' CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. a �
aRo�ecT No. Advanced Drainage Systems��f1C. 323.6 SYSTE PERI BOTTOM OF MC-3500 CHAMBER: 0 75 NYLOPLAST(INIET W!I G 30"DIAMETER(24.00"SUMP MIN) 2.5 CFS IN Q O � LAVER a OI
UNDERDRAIN INVEftT: 0.00 PLUS ROW) � r ff AASHTO M145' � � DESIGNED
BOTTOM OF STONE: 0.00 NVLOPLAS7(OUTLET) H 30"DIAMETER(DESIGN BY ENGINEER) 4.0 CFS OUT Q � � Q � o
UNOERDRAIN I 6'ADS Nd2 DUAL WALL PERFORATED HDPE UNDERDRAIN � � i INI7IAL FILL:FILL MATERIAL FOR LAYER'C STARTS FROM THE TOP OF 7HE GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35%FINES OR A-1,A-2�,A3 BEGIN COMPACTIONS AFTER 24'(600 mm)OF MA7ERIAL OVER F- � � B R B
Z LL � o PROCESSED AGGREGATE. THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 2 # �'a�
M 0 N TAVA P H AS E D LI D 4 � � N � EMBEDMENT STONE('B'LAYER)TO 24"(600 mm)ABOVE THE TOP OF THE OR 12"(300 mm)MAX LIFTS TO A MIN 95%PROCTOR DENSITY FOR O �
� w Y CHAMBER.NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE'C' MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WEL�GRADED MATERIAL ANO 95No REL4TIVE DENSITY FOR � w �
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FO RT C O L L I N S� C O� U SA EMBEDMENT STONE:FILL SURROUNDINCa THE CHAMBERS FROM THE CLEAN.CRUSHED.ANGULAR STONE AASHTO M43' _ 000.7_D Pr ld I I S
B FOUNDATION STONE('A'LAYER)TO THE'C LAYER ABOVE. OR RECYCLED CONCRETEs 3,357,4,467,5,56,57 NO COMPACTION REQUIRED.
MC-3500 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT-NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM
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1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A O ?- FOUNDATION STONE:FILL BELOW CHAMBERS FROM THE SUBGRA�E UP TO CLEAN,CRUSHED,ANGULAR STONE AASHTO M43' O w f
1. CHAMBERS SHALL BE STORMTECH MC-3500. F � A s PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE" F �w
PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. a __ THE FOOT(BOTTOM)OF THE CHAMBER. OR RECVCLED CONCRE7E 3,357,4,467,5,56,57 a W�
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2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN IMPACT-MODIFIED POLVPROPVLENE Q
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2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE'STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE"- � � PLEASE NOTE.- N��', ���•
COPOLVMERS. w �w w N O`` �• •
O w 1. THE LISTED AASHTO�ESIGNATIONS ARE FOR GRADATIONS ONLV.THE STONE MUST ALSO BE CLEAN CRUSHED ANGUTAR.FOR EXAMP�E A SPECIFICATION FOR#4 STONE WOUID STATE:"CIEAN CRUSHED ANGULAR NO.4 AASHTO M43 STONE". � w
3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. €a 2. STORMTECH COMPACTION RE�UIREMENTS ARE MET FOR'A'LOCATION MATERIALS WHEN PLACED ANO COMPACTED IN 9"(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORV COMPACTOR ( ' �g ��' p•N P�
3. CHAMBERS SHALL MEET THE RE�UIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED STORM7ECH RECOMMENDS 3 BACKFILL METHODS: ,'-� �a O ��� O� O�
3. WHERE WFILTRATION SURFACES MAV BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAV BE ACHIEVED BV R4KING OR DR4GGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR n �(\
WALL STORMWATER COLLECTION CHAMBERS'CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. . STONESHOOTER LOCATED OFF THE CHAMBER BED. V •
: BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. COMPACTION REQUIREMENTS. `ri � � Q` f��(� `(�,\
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4. ONCE LAYER'C'IS PLACED,ANV SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAVER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. • Q
4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD BACKFlLL PROM OUTSIDE THE EXCAVA710N USING A LONG BOOM HOE OR EXCAVA70R. i w 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS'A'OR'B'THE MATERIAI SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLMED M TECHNICAL NOTE 620"RECYCLED CONCRETE STRUCTURAL BACKFILL". _ �� • (�_ P� 5�`v
IMPEOE FLOW OR LIMIT ACCESS FOR INSPECTION. �
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4. THE FOUNDATION STONE SHALL BE LEVEIED AND COMPACTED PRIOR TO PLACING CHAMBERS. •
5. THE STRUCTURAL DESIGN OF THE CHAM6ERS.THE STRUCTURAL BACKFILL,AND THE INS7ALLATION RE�UIREMENTS SHALL ENSURE � �3 o Q 3 w; \O\� GO� • �
5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLV SEATED PRIOR TO PLACING STONE. 145.85' ¢ p rc v •
THAT THE LOAD FACTORS SPEGFlED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR:1) ,❑ a� a g S �� � �
LONG-DURATION DEAD LOADS AND 2)SHORT-DURA710N LNE LOADS,BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION "' "' � CO� • G(�
FOR IMPAC7 AND MULTIPLE VEHICLE PRESENCES. 6. MAINTAIN MINIMUM-6'(750 mm)SPACING BETWEEN THE CHAMBER ROWS. 139'92 F o� � o S � ' �
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL PAVEMENT LAVER(DESIGNED '( •
6. CHAMBERS SHALL BE DESIGNED,TESTED AND AILOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCOR�ANCE WITH ASTM F2787, �� INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12"(300 mm)INTO CHAMBER END CAPS. H � g� AROUND CLEAN,CRUSHED,ANGULAR STONE IN A 8 B LAVERS BY SITE DESIGN ENGINEER) o S� \O� ���������G,�
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"STANOARD PR4CTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. 8. EMBEDMENT STONE SURROUN�ING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF#3 C--\ - - - - - - - - - - - - - - - - - - - - - - - u� e ,.,,.,,,,,,.,,.,,,, ,,,.., .,.,., � - �/ V
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LOAD CONFIGURATIONS SHALL INCLUDE:1 INSTANTANEOUS<t MIN AASHTO DESIGN TRUCK LNE LOAD ON MINIMUM COVER 2 f �w _ _ .� "� "" "" � =w
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MAXIMUM PERMANENT p5-VR)COVER LOAD AND 3)ALLOWABLE COVER WITH PARKED(7-WEEK)AASHTO DESIGN TRUCK �R�' F� -�- � � " � �� � D '� 'roeonwn or v«eai.evnvEMervr.voa uHvnveo g• � �w
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9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBER5 IN PLACE AND PRESERVE ROW SPACiNG. � � � o o PERIMETER STONE �� � HCAense covcR ro z.�ieaomm�. (2.4 m) � w�
7. REQUIREMENTS FOR HANDLING AND INSTALLATION: � � .� i I I . E - in w � (450 mm)MIN' M� ��
• TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING.CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING . _ : V ! i, .. .µ }„a,,,,. .. .r.;_ m �+ �- y w (SEE NOTE 4) � N o
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10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN � - - - - �/ . . B m � � = 12^(300 mm)MIN � w a
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TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKfILL,THE HEIGHT OP THE CHAMBER JOINT SHALL NOT BE LESS i � � J _ = y o � ;, a�
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THAN 3". i i. ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT'INSERTS DUR WG CONSTRUCTION FOR ALL W LETS TO PROTECT THE SUBSURFACE ;. .�- . �'-�r '.% _'��. ,'i_'G�_ .:,� '<� ... ,. ., , �-. :'- ' . .'i- ''- -/�:� � . .... , .. . . 1 $� '6..
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• TO ENSURE THE INTEGRIN OF THE ARCH SHAPE DURING INSTALLATION,a THE ARCH STIFFNESS CONSTANT SHALL 8E STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. � - - - - - - - - - - - - - - - - - - - - - - �- -��1 V E �� EXCAVATION WALL ��� 1� ��' '��� 1��;�>„ , , ��". �� ���+�� 4� V E �7
"THIS CROSS SECTION DETAIL REPRESENTS
� Q) � � (CAN BE SLOPED OR VERTICAL) 1 ' '��'��, ��n'� 5 MINIMUM RE�UIREMENTS FOR INSTALLA710N. Q) «� �
GREATER THAN OR WUAL TO 450 L85/PT/%.THE ASC IS DEFWED IN SECTION 6.2.8 OF ASTM F2418.AND b)TO RESIST CHAMBER m o'� � �
DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73`F/23°C,CHAMBER5 SHALL 8E PRODUCED � T - I�� � �1'� ;, ,i�; _s.'�, � (1140 mmJ pLEASE SEE THE LAVOUT SHEET(5)FOR � i. °�
) NOTES FOR CONSTRUCTION EQUIPMENT > PROJECTSPECIFICREQUIREMENTS. � � ��'
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1. STORMTECH MC3500 CHAMBERS SHALL BE INSTALLED IN ACCOROANCE WITH THE"STOftMTECH MC3500lMC-0500 CONSTRUCTION GUIDE"- L � _ � � � i �:� �� I I ` �
8. ONLY CHAMBERS THAT ARE APPROVEO BY THE SITE DESIGN ENC�INEER WILL BE ALLOWED.UPON RE�UEST BV THE SITE DESIGN Q � - � A Q E "�"-
ENGINEER OR OWNER,THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTUR4L EVALUATION FOR APPROVAL BEFORE 2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: i� t i� t m Q�
DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: . NO E�UIPMENT IS ALLOWED ON BARE CHAMBERS. y U -�DEPTH OF STONE TO BE DETERMINED y U
• THE STRUCTURAL EVAWATION SHALL eE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. • NO RUBBER TIRED LOADER,DUMP TRUCK,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE � BY SITE DESIGN ENGINEER 9"(230 mm)MIN
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• THE STRUCTURAL EVALUATION SHALL OEMONSTR4TE THAT THE SAPETV FACTORS ARE GREATER THAN OR E�UAL TO 1.95 FOR WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". -- � 6" �
WEIGHT LIMI75 FOR CONSTRUCTION EDUIPMENT CAN BE FOUND IN THE'STORM7ECH MC-3500/MC-4500 CONSTRUCTION GUIDE". MC3500 �7"�1950 mmj 12"(300 mm)MIN
DEAD LOAD AND 1]5 FOR LIVE LOAD.THE MINIMUM RE�UIRED BV ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO • - ¢ END CAP SUBGRADE SOiLS 1150 mm)MIN i
LRFD BRIOGE DESIGN SPEGFICATIONS FOR THERMOPLASTIC PIPE. �j N ° (SEE NOTE 3) �j N °�
• THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAO DESIGN 3. Fl1LL 36"(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS RE�UIRED FOR Ol1MP TRUCK TRAVEL OR DUMPING.
EXCEPT THAT IT SHALL BE THE 75�YEAR MODULUS USED FOR DESIGN. Z a o� Z`a
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE �_^ - N OTES: ��� -
9- CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9007 CERTIFIED MANUFACTURING FAGLITV. BACKFILL METHOD.ANY CHAMBERS DAMAGED BY USING THE"DUMP AND PUSH'METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD w O w O
WARRANTV. �p�h �: �pd+ �:
�¢"'' 1. CHAMBERS SHALL MEET THE RE�UIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLVPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLEC710N CHAMBERS"CHAMBER CLASSIFICATION 45x16 �C�
~7 d �f DESIGNATION SS. ~a� �W
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION RE�UIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION E�UIPMENT. °c� �m °�
e s� g w 2. MC-3500 CHAMBERS SHALI BE DESIGNED IN ACCORDANCE WITH ASTM F2787'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". >s� g w
_ 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITV)OF 7HE SUBGRA�E SOILS AND 7HE DEPTH OF FOUNDATION STONE WITH CONSIDERATION a�
ISOLATOR ROW PLUS FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. �'"
,��� (SEE DEfAIL) ' �'
�" 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLV TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED E%CAVATION WALLS. �$
� %PLACE MINIMUM 17.50'OF ADSPWS125 WOVEN GEOTEXTILE OVER BEDDING NOTMS IFOLD SIZE TO BE DETERMWED BY SITE DESIGN ENGWEER.SEE TECH NOTE#6.32 FOR MANIFOLD SIZING GUIDANCE. °� 5. REQUIREMENTS FOR HANDLING AND WSTALLATION: �'Z
"STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL ' DUE TO 7HE ADAP7ATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS.IT MAV BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MAMFOLD �� . 70 MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL.INTERLOCKING STACKING LUGS. g;"
r . �' COMPONENTS IN THE FIELD. H�
HAM R IN T R W � �
���:C BE LE O S .
THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER RE UIREMENTS ARE MET. �^� • 70 ENSURE A SECURE JOINT DURING INSTALLATION AND BACKPILL THE HEIGHT OF 7HE CHAMBER JOINT SHALI NOT BE LESS THAN 3". ��
�;'�.'}:�'-'���. Q .
--- THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARWG CAPACITV.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR TO ENSURE THE WTEGRITV OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/�.THE ASC IS DEFWED IN SECTION 62.8 OF
DETERMINING � '
BED LIMITS THE SUITABILITV OF THE SOIL AND PROVIDING THE BEARING CAPACIN OF THE INSITU SOILS.THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS SHEET ASTM F2418.AND D)TO RESIST CHAMBER DEFORMATION DUR W G INSTALLATION AT ELEVATED TEMPERATURES(A80VE 73°F/23°C),CHAMBERS SHALL BE PRODUCED FROM REfLECTNE GOLD OR vELLOW SHEET
PROVIDED. C
• NOT FOR CONSTRUCTION:THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE RE�UIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. 2 OF E7 COLORS. 3 O F V
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` UNDERDRAIN DETAIL MC-3500 TECHNICAL SPECIFICATION - ' O �
COVER PIPE CONNECTION TO END INSTALL FIAMP ON 24'(600 mm)ACCESS PIPE _ �
CAP WI7H ADS GEOSVNTHETICS 601T PART#:MCFLAMP Q 5 N75 NTS p NYLOPLAST DRAIN BASIN p
NON-WOVEN GEOTEXTILE J Z � STORMTECH STORMTECH J i " NTS J 2 "-'
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MG3500 CHAMBER OPTIONAL INSPECTION PORT � �n m w � p � m w � p � m o � /A
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STORMTECH HIGHLV RECOMMENDS I LL � d J u `
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FLEXSTORM INSERTS IN ANY UPSTREAM a �U g � Q � `a ���O 18"(457 mm) a � Q
STftUCTURES WITH OPEN GRATES ` � � � � � o � � � ? �
a ¢ � FOUNDATION STONE Q � � � � MIN WIDTH Q �
ELEVATED BYPASS MANIFOLD ~ � � BENEA7H CHAMBERS H � ; �� F O 3
� F � � � FOOT � � � �'�.� AASHTO H-20 CONCRETE SLAB O r ° � �
MC-3500 END CAP � W � � � w � B"(203 mm)MIN THICKNESS � w � � �
3
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I I O a a - o a a TRAFFIC LOADS:CONCRETE DIMENSIONS � a �
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y�� I PERFORATED BUILD ROW IN THIS DIRECTION b ACTUAL CONCRE7E SLAB MUST BE
HDPE / DESICaNED GIVING CONSIDERATION FOR �
I I'�, STORMTECH UNDERDRAIN INVERT ACCORDING TO LOCAL SOIL CONDITIONS,TRAFFIC LOADING
,, ` (� 90.0"2286 mm
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MC35001EPP24BC OR MC35001EPP24BW 825'(2.51 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS I Y n� � ���° ' Y r 5 ��-��� y ff s
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A NON-WOVEN GEOTEXTILE (905 mm) � G�_ VARIOUS TVPES OF INLET AND � 4"(102 mm)MIN ON&24'(200.600 mm) W �
MC-3500 ISOLATOR ROW PLUS DETAIL o p g NOMINAL CHAMBER SPECIFICATIONS � a i OUTLET ADAPTERS AVAILABIE: I 6"(152 mm)MIN ON 30'p50 mm) � di
_, NUMBER AND S¢E OF UNDERDRAINS PER SITE DESIGN ENGINEER SIZE(W X H X INSTALLED LENGTH) 77.0"X 45.0"X 86.0' (1956 mm X 1143 mm X 2184 mm) � � Q g 4-30"(100-750 mm)FOR � � p g �
F o� 4"(100 mm)TYP FOR SC-310 8 SC-i60LP SYSTEMS SECTION e-B CHAMBER S70RAGE 109.9 CUBIC FEET (3.11 m') F o� CORRUGATED HDPE � � F o�
a 6"(150 mm)TVP FOR SC-740,SC-800,DCd80.MG3500,MC-0500&MC-7200 SYSTEMS MINIMUM WSTALLED STORAGE' 175.0 CUBIC FEET (4.98 m') Q Q
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WEIGHT 341bs. 60.8 k
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�� NOMINAL END CAP SPECIFICATIONS � 25�7 � - (CORRUGATED HDPE SHOWN) A OF STRUCTURE SHALL BE ASTM D2321 "'j O
INSPECTION 8�MAINTENANCE � w F MC-SERIES END CAP INSERTION DETAIL SIZE(W X H X INSTALLED LENGTH) 75.0"X 45.0"X 222' (1905 mm X 1143 mm X 564 mm) (ess mm1 � z� CL4SS 1 OR II CRUSHED STONE OR GRAVEL o ��
� �� NTS END CAP STORAGE 14.9 CUBIC FEET (0.42 m') � ;_ l AND BE PLACED UNIFORMLY IN 12"(305 mm) y � O
STEP 1� INSPECT ISOLATOR ROW PLUS FOR SEDIMENT � "` MINIMUM INSTALLED STORAGE' 45.1 CUBIC FEET (128 m') � o '� LIFfS AND COMPACTED 70 MIN OF 90% ? w? �
A. INSPECTION PORTS QF PRESENT) F �o WEIGHT 491bs. (22.2 kg) F ; � in �o
A.t. REMOVE/OPEN LID ON NVLOPLAST INLINE DRAIN � . STORMTECH END CAP � H g �: �
A2. R E M O V E A N D C L E A N F L E X S T O R M F I L T E R I F I N S T A L L E D O O O €� 'ASSUMES 12"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION,6'SPACING BETWEEN � o � O LL`�
A.3. USING A FL45HLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LO� j $� CHAMBERS,6"(752 mm)STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY � _ �n o � i �
A.4. I O W E R A CAMERA IN TO I S O L AT O R R OW PLUS FOR VISUAL IN S P E C TI ON OF S EDIM ENT L EV EL S(O P TI ONAL) � 1 2"(3 0 0 mm) '��
A.S. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED 70 STEP 2.IF NOT,PROCEED TO STEP 3. � y � �` MIN SEPARATION Q) � � a NOTES y � o°
B. ALL ISOLATOR PLUS ROWS ` N � o'� STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH'B" ` in - �
8.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS r �' � �V B r �^ 7. 8-30"(200-750 mm)GRATES/SOLID COVERS SHALL 8E DUCTILE IRON PER ASTM A536 -
8.2. USING A FLASHLIGHT.INSPECT DOWN THE ISOLA70R ROW PLUS THROUGH OUTLET PIPE (n 12'(300 mm)MIN INSERTION STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH'T" �
� �i� � END CAPS WITH A WELDED CROWN PLATE END WITH"C' £. GRADE 70-50-OS Q
I) MIRRORS ON POLES OR CAMERAS MAV BE USED TO AVOID A CONFINED SPACE ENTRY ` � ,-/ � END CAPS WITH A PREFABRICATED WELDED STUB END WITH"W" � L � 2. 1230"(300-750 mm)FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GR4DE 70-50-05 O
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRV IF ENTERING MANHOLE E °' - /�� I�� � '� 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS _
8.3. IF SEDIMENT IS AT,OR ABOVE.3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. � � $ ° / �, PART�F STUB B C � m m q� 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 �
t 'o MANIFOLD STUB � � 1'�,� t
y U 1 ' 1 MC35001EPPO6T 33.21'(844 mm) - N U FOR CORRUGATED HDPE(ADS 8 HANCOR DUAL WALL)8 SDR 35 PVC Z
STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JENAC PROCESS a / I I I; I�� 1\��1� MC35001EPP06B 6'(150 mm) _ 0.66"(17 mm) 5. FOR COMPLETE DESIGN AND PRODUCT iNFORMATIOM W W W.NYLOPLAST-US.COM °a
o€ MANIFOLD HEADER ��� � �� �� 6. TO ORDER CALL:500-821�6710
A. A FIXED CULVER7 CLEANING NOZZLE WITH REAR FACING SPREAD OP 4S(1.1 m)OR MORE IS PREFERRED � I � \` / MC35001EPP08T 31.18'(791 mm) - o: �'
B. APPLV MULTIPLE PASSES OF JENAC UNTIL BACKFLUSH WATER IS CIEAN s� �,� J��� �{�, � 8'(200 mm) a� a�
C. VACUUMSTRUC7URESUMPASREQUIRED o ow MC35001EPP08B - 0.81"(21mm) o ow� �,o ow
3� �� rtncswoieaPioT 29.04'(738mm) 3� � A PART# GRATE/SOLIDCOVEROPTIONS 3�
mm �'�' �� ` 10'(250mm) � mm �� m,�.� $�'^
STEP 3) REPLACE ALL COVERS.GR4TES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. Z v m . ; \�. MC35001EPP10H -- 0.93"(24 mm) � z v m 8" PEDESTRIAN LIGHT STANDARD LIGHT z`*„�
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18'(450 mm) AND 15-48"(375-1200 mm) 2815AG
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. MC35001EPP188C (375 mm) AASHTO H-10 H-20 AASHTO H-20
ECCENTRIC MANIFOLDS.CUSTOM
1.77'45 mm �a
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MIN INSERTION 14.48'(368 mm) RECOMMENDED FOR PIPE SRES ~ �'
�y MC35001EPP24TYV aN 24' PEOESTRIAN STANDARD AASHTO SOLID im
\ o g 24"(600 mm) GREATER THAN 70'(250 mm).THE 4 0 2824AG S
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�"' ARE THE HIGHEST POSSIBLE FOR �W 2830AG
SHEET NOTE:MANIFOLD STUB MUST BE LAID HORIZONTAL MC35001EPP308C 30'(750 mm) --- 2.75"(70 mm) THE PIPE SIZE. SHEET 1750 mm) AASHTO H-20 H-20 AASHTO H-20 SHEET
FOR A PROPER FIT IN END CAP OPENING. NOTE:ALI.DIMENSIONS ARE NOMINAL
40F6 50F6 60F6
TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE
N TS
DATE
JULY 17, 2024
SHEET
208 of 216
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s sTORMTE�„M�-,SooENo�APS �N� MALL WA L UN A � H 650 1OU � � ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS � w DRAWN
24"BOTTOM CORED END CAP.PART#:MC35001EPP248C/NP OF ALL 24"BOTTOM
PROJECT INFORMATION �2 N A (in) I LL WA L A ( N I ) 6.00PREFABRICATEOENDCAP A 2.06" O Q ? O Q ? ���
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PRo�ecT No. Advanced Drainage Systems��f1C. 26fi.1 ST P BOTTOM OF MC-3500 CHAMBER: 0 75 CONCRETE STRUCTURE G (DESIGN BY ENGINEER/PROVIDEO BV OTHERS) 11.0 CFS IN Q O � LAVER a OI
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� INITIAL FILL:FILL MATERIAL FOR LAYER'C STARTS FROM THE TOP OF THE
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M 0 N TAVA P H AS E D LI D 5 � � N � EMBEDMENT STONE('B'LAYER)TO 24"(600 mm)ABOVE THE TOP OF THE OR 12"(300 mm)MAX LIFTS TO A MIN 95%PROCTOR DENSITY FOR O �
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B FOUNDATION STONE('A'LAYER)TO THE'C LAYER ABOVE. OR RECYCLED CONCRETEs 3,357,4,467,5,56,57 NO COMPACTION REQUIRED.
MC-3500 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT-NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM
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1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A O ?- FOUNDATION STONE:FILL BELOW CHAMBERS FROM THE SUBGRA�E UP TO CLEAN,CRUSHED,ANGULAR STONE AASHTO M43' O w f
1. CHAMBERS SHALL BE STORMTECH MC-3500. F � A s PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE" F �w
PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. a __ THE FOOT(BOTTOM)OF THE CHAMBER. OR RECVCLED CONCRE7E 3,357,4,467,5,56,57 a W�
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2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE'STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE"- � � PLEASE NOTE.- N��', ���•
COPOLVMERS. w �w w N O`` �• •
O w 1. THE LISTED AASHTO�ESIGNATIONS ARE FOR GRADATIONS ONLV.THE STONE MUST ALSO BE CLEAN CRUSHED ANGUTAR.FOR EXAMP�E A SPECIFICATION FOR#4 STONE WOUID STATE:"CIEAN CRUSHED ANGULAR NO.4 AASHTO M43 STONE". � w
3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. €a 2. STORMTECH COMPACTION RE�UIREMENTS ARE MET FOR'A'LOCATION MATERIALS WHEN PLACED ANO COMPACTED IN 9"(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORV COMPACTOR ( ' �g ��' p•N P�
3. CHAMBERS SHALL MEET THE RE�UIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED STORM7ECH RECOMMENDS 3 BACKFILL METHODS: ,'-� �a O ��� O� O�
3. WHERE WFILTRATION SURFACES MAV BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAV BE ACHIEVED BV R4KING OR DR4GGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR n �(\
WALL STORMWATER COLLECTION CHAMBERS'CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. . STONESHOOTER LOCATED OFF THE CHAMBER BED. 170.22' V •
• BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. COMPACTION REQUIREMENTS. `ri N � Q` f��(� (�,\
� --- - 4. ONCE LAYER'C'IS PLACED,ANV SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAVER'C'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. �� • � Q��
4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD BACKFlLL PROM OUTSIDE THE EXCAVA710N USING A LONG BOOM HOE OR EXCAVA70R. 164.08' i w 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS'A'OR'B'THE MATERIAI SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLMED M TECHNICAL NOTE 620"RECYCLED CONCRETE STRUCTURAL BACKFILL". _ �� • P� �`
IMPEOE FLOW OR LIMIT ACCESS FOR INSPECTION. � _` '`
4. THE FOUNDATION STONE SHALL BE LEVEIED AND COMPACTED PRIOR TO PLACING CHAMBERS. U p p U �� O\NG NS �
5. THE STRUCTURAL DESIGN OF THE CHAM6ERS.THE STRUCTURAL BACKFILL,AND THE INS7ALLATION RE�UIREMENTS SHALL ENSURE � �3 o Q 3 w; \ � G0�' . �
THAT THE LOAD FACTORS SPEGFlED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR:1) 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLV SEATED PRIOR TO PLACING STONE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o : a a g �\v � CV
L O N G-D U R A T I O N D E A D L O A D S A N D 2)S H O R T-D U R A 7 1 0 N L N E L O A D S,B A S E D O N T H E A A S H T O D E S I G N T R U C K W I T H C O N S I D E R A T I O N � � _ � � � . _ � ' ' � � � "� �"' � C O� • G(�
FOR IMPAC7 AND MULTIPLE VEHICLE PRESENCES. 6. MAINTAIN MINIMUM-6'(750 mm)SPACING BETWEEN THE CHAMBER ROWS. . F o� � o S � �
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL PAVEMENT LAVER(DESIGNED '( �
6. CHAMBERS SHALL BE DESIGNED,TESTED AND AILOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCOR�ANCE WITH ASTM F2787, �� INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12"(300 mm)INTO CHAMBER END CAPS. ,.,� I � g� AROUND CLEAN,CRUSHED,ANGULAR STONE IN A 8 B LAVERS BY SITE DESIGN ENGINEER) o S� \O� ���������G,�
"STANOARD PR4CTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. �� ����� � w G
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8. EMBEDMENT STONE SURROUN�ING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE MEETING 7HE AASHTO M43 DESIGNATION OF#3 ' ' �� � � �� ��O v
e.,.....,. ...�....._._.:..,....� ..........:...................
LOAD CONFIGURATIONS SHALL INCLUDE:1)INSTANTANEOUS(<t MIN)AASHTO DESIGN TRUCK LNE LOAD ON MINIMUM COVER 2) �R� F J� , I f w� _.__ ___..._ ___� "" "'I � w w NAL
MAXIMUMPERMANENTpS-VR)COVERLOADAND3)ALLOWABLECOVERWITHPARKED(7-WEEK)AASHTODESIGNTRUCK. E � �� � p '� �roeonaenora�aai.evnvsMervr.voauHvnveo g• � �w
x w
�.( ws.uun umr�creanvewaesMerocwre. 18" i w
7. REQUIREMENTS FOR HANDLING AND INSTALLATION: 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBER5 IN PLACE AND PRESERVE ROW SPACiNG. H ' � o o PERIMETER STONE �� � � a v z.�ieaomm�. (2.4 m) `
m C � (450 mm)MIN' � ��
p o F r (SEE NOTE 4) M� � �o
• TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING.CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING �0. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN I �� N � � w w 12"(300 mm)MIN E "a
STACKINGIUGS. ENGINEER. B O o � O O O o�
• TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKfILL,THE HEIGHT OP THE CHAMBER JOINT SHALL NOT BE LESS I - ----���- C = y "„ � y
THAN 3". i i. ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT'INSERTS DUR WG CONSTRUCTION FOR ALL W LETS TO PROTECT THE SUBSURFACE 7 � q $` �);�, '6�
�� EXCAVATION WALL ��� '��� � •'THIS CROSS SECTION DETAIL REPRESENTS V E �7
• TO ENSURE THE INTEGRIN OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL 8E STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. /. - - � � 1'r ,y !;�';,, �^�,� 45" �
G Q) � (CAN BE SLOPED OR VERTICAL) , � MINIMUM RE�UIREMENTS FOR INSTALLA710N. Q) �
GREATER THAN OR WUAL TO 450 L85/PT/%.THE ASC IS DEFWED IN SECTION 6.2.8 OF ASTM F2418.AND b)TO RESIST CHAMBER /'. � � � in o'�
DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73`F/23°C),CHAMBER5 SHALL 8E PRODUCED T I �/. /� l�� � � F >, - ��`�'�, ,,; �i�; ����I',�, s'.'�, �� � (1140 mmJ pLEASE SEE THE LAVOUT SHEET(5)FOR � i. °o
NOTES FOR CONSTRUCTION EQUIPMEN % '� / ;/��, �� _ v� _�' I,;d �A I, � , '> !I� i PROJECTSPECIFICREQUIREMENTS. � ��'
, , a
/
I % � � / , , /� /✓ ';' m .�
i/� : /�;;/I � , �'�'" � � � - '
FROM REFLECTNE GOLD OR YELLOW COLORS. . � , i , , , , � , � -
i ��/ :
,
/ � i i , / ;� . _..-. '�' �
1. STORMTECH MC3500 CHAMBERS SHP.LL BE INSTALLED IN ACCOROANCE WITH THE"STOftMTECH MC35001MC-0500 CONSTRUCTION GUIDE"- L - - - -�- - - - - - - - - - - - - - - - - -/- - -/ - - - � � ���� � i � ��' �'�'� I I � ` �
8. ONLY CHAMBERS THAT ARE APPROVEO BY THE SITE DESIGN ENC�INEER WILL BE ALLOWED.UPON RE�UEST BV THE SITE DESIGN Q � - A Q E "�"-
ENGINEER OR OWNER,THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTUR4L EVALUATION FOR APPROVAL BEFORE 2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: i� t i� t m Q�
DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: . NO E�UIPMENT IS ALLOWED ON BARE CHAMBERS. y U -�DEPTH OF STONE TO BE DETERMINED y U
• THE STRUCTURAL EVAWATION SHALL eE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. • NO RUBBER TIRED LOADER,DUMP TRUCK,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE � BY SITE DESIGN ENGINEER 9"(230 mm)MIN
6"(150 mm)MIN �
• THE STRUCTURAL EVALUATION SHALL OEMONSTR4TE THAT THE SAPETV FACTORS ARE GREATER THAN OR E�UAL TO 1.95 FOR WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". -- � 6" -
WEIGHT LIMI75 FOR CONSTRUCTION EDUIPMENT CAN BE FOUND IN THE'STORM7ECH MC-3500/MC-4500 CONSTRUCTION GUIDE". MC3500 �7"�1950 mmj �-12"(300 mm)MIN
DEAD LOAD AND 1]5 FOR LIVE LOAD.THE MINIMUM RE�UIRED BV ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO • o - END CAP SUBGRADE SOiLS 1150 mm)MIN O
LRFD BRIOGE DESIGN SPEGFICATIONS FOR THERMOPLASTIC PIPE. SEE NOTE 3
>�O - >`O °c�
.� ( )
• THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAO DESIGN 3. Fl1LL 36(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS RE�UIRED FOR Ol1MP TRUCK TRAVEL OR DUMPING. `" "'
EXCEPT THAT IT SHALL BE THE 75�YEAR MODULUS USED FOR DESIGN. Z a o� Z`a
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE �_^ - N OTES: ��� -
9- CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9007 CERTIFIED MANUFACTURING FAGLITV. BACKFILL METHOD.ANY CHAMBERS DAMAGED BY USING THE"DUMP AND PUSH'METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD w O w O
WARRANTV. �p�h �: �pd+ �:
�¢"'' 1. CHAMBERS SHALL MEET THE RE�UIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLVPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLEC710N CHAMBERS"CHAMBER CLASSIFICATION 45x16 �C�
~7 d �f DESIGNATION SS. ~a� �W
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION RE�UIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION E�UIPMENT. a °c� �m °�
e s� g w 2. MC-3500 CHAMBERS SHALI BE DESIGNED IN ACCORDANCE WITH ASTM F2787'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". >s� g w
_ 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITV)OF 7HE SUBGRA�E SOILS AND 7HE DEPTH OF FOUNDATION STONE WITH CONSIDERATION a�
ISOLATOR ROW PLUS FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. �'"
,��� (SEE DEfAIL) ' �'
�" 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLV TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED E%CAVATION WALLS. �$
� %PLACE MINIMUM 17.50'OF ADSPWS125 WOVEN GEOTEXTILE OVER BEDDING NOTMS IFOLD SIZE TO BE DETERMWED BY SITE DESIGN ENGWEER.SEE TECH NOTE#6.32 FOR MANIFOLD SIZING GUIDANCE. °� 5. REQUIREMENTS FOR HANDLING AND WSTALLATION: �'Z
"STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL ' DUE TO 7HE ADAP7ATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS.IT MAV BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MAMFOLD �� . 70 MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL.INTERLOCKING STACKING LUGS. g;"
r . �' COMPONENTS IN THE FIELD. H�
HAM R IN T R W � �
���:C BE LE O S .
THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER RE UIREMENTS ARE MET. �^� • 70 ENSURE A SECURE JOINT DURING INSTALLATION AND BACKPILL THE HEIGHT OF 7HE CHAMBER JOINT SHALI NOT BE LESS THAN 3". ��
�;'�.'}:�'-'���. Q .
--- THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARWG CAPACITV.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR TO ENSURE THE WTEGRITV OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/�.THE ASC IS DEFWED IN SECTION 62.8 OF
DETERMINING � '
BED LIMITS THE SUITABILITV OF THE SOIL AND PROVIDING THE BEARING CAPACIN OF THE INSITU SOILS.THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS SHEET ASTM F2418.AND D)TO RESIST CHAMBER DEFORMATION DUR W G INSTALLATION AT ELEVATED TEMPERATURES(A80VE 73°F/23°C),CHAMBERS SHALL BE PRODUCED FROM REfLECTNE GOLD OR vELLOW SHEET
PROVIDED.
• NOT FOR CONSTRUCTION:THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT&THE RE�UIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. 2 OF 5 �o�oRs. 3 O F 5
� �
INSTALL FLAMP ON 24"(600 mm)ACCESS PIPE = UNDERDRAIN DETAIL MC-3500 TECHNICAL SPECIFICATION - O �
PART#:MCFLAMP � 5 N75 � ' �
COVER PIPE CONNECTION TO END CAP WITH ADS � ¢ � STORMTECH STORMTECH NTS � Q �
GEO7EXTILE MC-3500 CHAMBER OPTIONAL INSPECTION PORT J a � z " CHAMBERS STORMTECH CHAMBER VALLEY CREST 6 0"2184 mm J Z v �
GEOSVNTHETICS601TNON WO
VEN STIFFENING RIB INSTALLED
� � Z w o � � z w �
STORMTECHHIGHLVRECOMMENDS , . . , , , , „ ,,..,..�.. � O 3 W G OUTLETMANIFOLD CREST QyyERJOWT � O ¢ w �
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FLEXSTOftM INSERTS IN ANY UPSTREAM � - � -- --�- -I � �"��`.��� Q �i � s � Q r/i � s -
STIFFENING RIB � �
STRUCTURES WITH OPEN GRATES � -------'1�- a J � U o CORRUGATION a 3 � U-o
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� HDPE BUILD ROW IN THIS DIRECTION b
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,, , . u� 90.0"2286 mm
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I " PART#RMC35001E P2 BC OR MC35 OIEPP2D4BWE 8.25'(2.51 m)MIN WIDE CON7 NOUOUS FABR C WITHOU SEAMS I = �? f�I 4���� A��'��I�I;����� BENEATH CHA� 77 O I I I I '� I � ., . .Y y o > � �
FOUNDATION STONE AND CHAMBERS - �
c� rcu ApSGEOSVNTHETICS601T �(1956mm)� 75'0 I u �u �
MC-35001SOLATOR ROW PLUS DETAIL -' 3 w� ^ NON-WOVENGEOTEXTILE �t�sosmmi�I i 3 GN � �
� 'i NOMINAL CHAMBER SPECIFICATIONS � 3 t
NTS , O a g NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER SIZE(W X H X INSTALLED LENGTH) 77.0"X 45.0"X 86.0' (1956 mm X 1143 mm X 2184 mm) � � Q WWWg �
F o� 4"(100 mm)TYP FOR SC-310 8 SC-i60LP SYSTEMS SECTION e-B CHAMBER S70RAGE 109.9 CUBIC FEET (3.11 m') F o q �
a � 6"(150 mm)TVP FOR SC-740,SC-800,DCd80.MG3500,MC-0500&MC-7200 SYSTEMS MINIMUM WSTALLED STORAGE' 175.0 CUBIC FEET (4.98 m') - Q ¢� �
0 og WEIGHT 1341bs. (60.Bkg) o °gO �
�� NOMINAL END CAP SPECIFICATIONS �I (653 mm) I -
INSPECTION 8�MAINTENANCE o wF MC-SERIES END CAP INSERTION DETAIL S I Z E(W X H X I N S T A L L E D L E N G T H) 7 5.0"X 4 5.0"X 2 22' (1 9 0 5 m m X 1 1 4 3 m m X 5 6 4 m m) a �N
o �� NTS END CAP STORAGE 14.9 CUBIC FEET (0.42 m') � �_ O
STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT � "` MINIMUM INSTALLED STORAGE' 45.1 CUBIC FEET (128 m') � o �
A. INSPECTION PORTS(IF PRESENT) F �o WEIGHT 491bs. (22.2 kg) F ;
A.t. REMOVE/OPEN LID ON NVLOPLAST INLINE DRAIN � . STORMTECH END CAP � H �
A2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED OO O €� 'ASSUMES 12"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION,6'SPACING BETWEEN � o �
A.3. USING A FL45HLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LO� j $� CH A M B E R S,6"(7 52 mm)S T O N E P E R I M E T E R I N F R O N T OF E N D C A P S A N D 4 0%S T O N E P O R O S I T Y � _ �n o
A.4. IOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) � E Q 12"(300 mm) � �
A.S. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. � M � � MIN SEPARATION � � � E
B. ALL ISOLATOR PLUS ROWS N � o'� STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH'B" in �
8.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS � � � �w 12'(300 mm)MIN INSERTION STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH'T" B � �
8.2. USING A FLASHLIGHT.INSPECT DOWN THE ISOLA70R ROW PLUS THROUGH OUTLET PIPE � �i' \ END CAPS WITH A WELDED CROWN PLATE END WITH"C' £
I) MIRRORS ON POLES OR CAMERAS MAV BE USED TO AVOID A CONFINED SPACE ENTRY ` � N o �-/ I . � END CAPS WITH A PREFABRICATED WELDED STUB END WITH"W" � L � i�
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRV IF ENTERING MANHOLE O E � � / � PART# STUB B C � � ,
8.3. IF SEDIMENT IS AT,OR ABOVE.3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. i� � � °� i.r � m S=
t MANIFOLD STUB �� t
y U � 1 � 1 MC35001EPPO6T 33.21'(844 mm) - N U
STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JENAC PROCESS a /. :� / I I I; I�� 1\��1�� MC35001EPP06B 6'(150 mm) _ 0.66"(17 mm)
MANIFOLD HEADER
A. A FIXED CULVER7 CLEANING NOZZLE WITH REAR FACING SPREAD OP 4S(1.1 m)OR MORE IS PREFERRED °€ � I � \` � MC35001EPP08T 31.18'(791 mm) - o
B. APPLV MULTIPLE PASSES OF JENAC UNTIL BACKFLUSH WATER IS CIEAN s� �,_� J��� �,,�{�, � 8'(200 mm) a�
C. VACUUM STRUC7URE SUMP AS REQUIRED o o w MC35001EPP08B - 0.81"(21 mm) o o W,
�� �� � MC35001EPP10T 29.04'(738 mm) �� -�
m m �'�' �� ` 10'(250 mm) � m m ��
STEP 3) REPLACE ALL COVERS.GR4TES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. Z e m . ; , \�. MC35001EPP10H -- 0.93"(24 mm) � z�m
MC35001EPP12T 26.36"(670 mm) - �_�
�=r .
O� _ � � �' 12'(300 mm) � O�
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. �o� o � ;I 1 MC35001EPP12B - 1.35"(34 mm) �o�
�tt� �^ ' �� MANIFOLD HEADER _ ��^' -
Q o �w ,1 I��I MC35001EPP157 �5'(375 mm) 23.39"(594 mm) CUSTOM PRECORED INVERTS AF2E F.Q�
N O T E S �m �`� MANIFOLD STUB MC35001EPP15B -- 1.50'(38 mm) AVAILABLE UPON REQUEST. J m -
INVENTORIED MANIFOLDS INCLUDE
v x� �w � MG35001EPP18TC o i�
I� 'I " MC35001EPP18TW 20.03"(509 mm) - 12-24"(300-600 mm)SIZE ON SIZE
1. INSPECT EVERV 6 MONTHS DURING THE FIRST VEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS - 18'(450 mm) AND 15-48"(375-1200 mm) -
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. MC35001EPP188C
ECCENTRIC MANIFOLDS.CUSTOM
1.77'45 mm �a
"_� 72"300 mm � � INVERT IOCATIONS ON THE MG3500 �o
2. CONDUCT JETTING AND VACTORING ANNUALLV OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. �� ( � � 12"(300 mm) MC35001EPP24TC ENO CAP CUT IN THE FIELD ARE NOT
MIN SEPARATION MIN INSERTION 14.48'(368 mm) `
�m MC35001EPP24TYV - RECOMMENDED FOR PIPE SRES 3 m
� o g MC35001EPP248C 24"(600 mm) GREATER THAN 70'(250 mm).THE 4�
- MC35001EPP24BW - z.06"(52 mm) INVERT LOCATION IN COLUMN'B' � _
ARE THE HIGHEST POSSIBLE FOR
SHEET NOTE:MANIFOLD STUB MUST BE LAID HORIZONTAL MC35001EPP308C 30'(750 mm) --- 2.75"(70 mm) THE PIPE SIZE. SHEET
4 O F 5 FOR A PROPER FIT IN END CAP OPENING NOTE:ALI.DIMENSIONS ARE NOMINAL 5 OF 5
TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE
N TS
DATE
JULY 17, 2024
SHEET
209 of 216
18" RCP OUTLET
Q2=4.43 CFS
DIVERSION STRUCTURE 1
(STMH-1 A) PLAN VIEW
Z
0
� �
Z �
RIM ELEV= 5003.05 RIM ELEV= 5003.05 0 �
100-YR WSE = 5001.12 � o
A TOP OF WEIR WALL = 4999.50 �
B = 2-YR WSE = 4999.50
- - - - - - - - - - - - - - � _ -_ �
-------------------------
------------------------- � �
�� �� 18" RCP INLET
" " " " � 48"X NV. OUTC 4995 11 NVXIN"4995 1P INLET � � 48��X NV. OUTC 4995E 1 � � �� INV. IN=4995.11 _ _ _
48 X76 HERCP OUTLET 48 X76 HERCP INLET - ��\ /, � � �
Qioo= 105.56 CFS /� Qioo=105.56 CFS ---------------------------- - - - -- - - - - - - - - - - - - - - - - - - - - - a
Q2 = 19.83 CFS /� ---------------------------- o
Q2= 24.26 CFS �- - -�
18" RCP 48"X76" RCP
INV. OUT=4995.11 INV. OUT=4995.11 �
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SECTION A-A SECTION B-B DRAWN
BRB
DIVERSION STRUCTURE 1 DIVERSION STRUCTURE � CHECKED
B DAP
DESIGNED
BRB
FILENAME
18" RCP OUTLET 0009_Details
DIVERSION STRUCTURE 2 Q2=8•87 cFs
(STMH-2F) PLAN VIEW p�PpO•�i�
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RIM ELEV= 5005.43 RIM ELEV= 5005.43 S��NAL�
100-YR WSE = 5002.58
TOP OF WEIR WALL = 5000.82
A _ 2-YR WSE = 5000.83
18" RCP INLET
30" RCP INLET 30" RCP INLET 30" RCP INLET INV. IN=4999.39
- - - - - - - �
B � INV. OUT=4999.39 - INV. IN=4999.39 � INV. OUT=4999.39
- - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - ` - - - - - - - - - - -
30" RCP INLET 18" RCP 30" RCP
30" RCP OUTLET A INV. OUT=4999.39
Qioo- 38.10 CFS Q�oo=38.10 CFS INV. OUT=4999.391
Q2= 8.87 CFS
SECTION A-A SECTION B-B
DIVERSION STRUCTURE 2 DIVERSION STRUCTURE 2
B Z �
O -
g _ a
� �
DIVERSION STRUCTURE 3 � W
(STMH-3BD) PLAN VIEW - �
� � Z
„ 36" RCP INLET � W
48 RCP OUTLET � � O
Q�ao= 45.54 CFS /� Q�oo= 45.54 CFS RIM ELEV= 5002.69 RIM ELEV= 5002.69
�-� Q2= 10.47 CFS �/�
Q �
100-YR WSE - 5000.25 TOP OF WEIR WALL = 4996.57 Q = V
B = 2-YR WSE = 4996.57 � � �
- - - - - - - - - - - - - - - - - - - - - - Q �
A - - - - - - - - - - 18" RCP INLET � ~
� 36" RCP INLET 48" RCP INLET � _ _ _INV_IN=4995_27 48" RCP INLET � Z �
INV. IN-4995.27 INV. OUT=4995.27 � INV. OUT=4995.27 O Z
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` � - - - - - - - - - - - - � 0
18" RCP 36" RCP V
INV. OUT=4995.27 INV. OUT=4995.27
SECTION A-A SECTION B-B
DIVERSION STRUCTURE 3 DIVERSION STRUCTURE 3
18" RCP OUTLET
Q2= 10.47 CFS
18" RCP OUTLET
DIVERSION STRUCTURE 4- Q2=11.28 CFS
(STMH-3AB) PLAN VIEW
RIM ELEV= 5003.05 RIM ELEV= 5003.05
100-YR WSE = 5000.64
A 2-YR WSE = 4996.63
B - - - - - - - - - - - - - - - - - - - - TOP OF WEIR WALL = 4996.63 TST, INC.
18" RCP INLET CONSULTING ENGINEERS
� 54" RCP INLET _ 48" RCP INLET � 54" HERCP INLET 748 Whalers Way
INV. OUT=4994.32 � INV. OUT=4994.34 INV. IN=4994.34 _ Suite 200 Fort Collins
A 48" RCP INLET INV. IN=4994.34 � � �
54" RCP OUTLET �\ // Ph nelor970.226 0557
Qioo= 48.77 CFS Q�oo= 48.77 CFS - - - - - - - - - - - - - - - - - - - - - - - � / JOB N0.
Q2= 11.28 CFS
18" RCP 48" RCP 1230.0009.00
INV. OUT=4994.34 INV. OUT=4994.34 SCALE 1" = 5'
SECTION A-A SECTION B-B °A'� JULY 17, 2024
B DIVERSION STRUCTURE 4 DIVERSION STRUCTURE 4 5 0 5 ,o SHEET
scale 1"=5' feet 210 �f 216
Check Dams (CD) EC-12 EC-12 Check Dams (CD) Check Dams (CD) EC-12 EC-12 Check Dams (CD)
Z
LENGTH, L �D CHECK DAM INSTALLATION N07ES R C D REINFORCED CHECK DAM MAINTENANCE NOTES �
ALTERNA7IVE TO STEPS ON BANKS ABOVE CF2EST: � �
DEFORM GABIONS AS NECESSARY TO ALIGN TOP OF GABIOfVS
1. SEE PLAN VIEW FOR: 1. WSPECT BMPs EACH WaRKDAY, AND MAINTAIN THEM W EFFECTIVE OPERATING CONDITION. Z �
CRES� LENGTH, CL B -LOCATION �F CHECK DAMS. WITH GROUND SURFACE: AV010 GAPS BETWEEN GABIONS MAINTENANCE OF 6MPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS O U
SECTION -CHECK DAM TYPE (CHECK DAM OR REINFORCED CHECK �AM). A POSSIBLE {AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STQRM THAT CAUSES SURfACE (n o
B {TYP.} p SECTION -LENGTH (L}, CREST LENGTH (CL), AND OEPTH (�). EROSION, AND PERFORM NECESSARY MAINTENANCE �
q LENGTH L w
�� s 2. CHECK DAMS INDVCATED ON INITIAL SWMP SHALL 8E INSTALLE� AFTER CONSTRUCTION 2. FREQUENT OBSERVATIONS AND MAINTENAfVCE ARE NECESSARY TO MAINTAIN BMPs IN �
A.11N') �' 6" MAX. STEP CREST LENGTH CL
FENCE, BUT PRIQR TO ANY UPSTREAM LAND DISTURBING ACTIVITIES. EFFECTIVE OPERATING CONDITION. INSPECTI4NS AND CORRECTIVE MEASURES SHOULD BE
�e MIN 2 • HEIGHT 1'6" DOCUMENTED rHOROUGHLY.
�-� �,; � � 1� r- i '�`
COMPACTED `+ � ,� - 3. RIPRAP UTILIZED FOR CHECK DAMS SHOULD BE OF APPROPRIATE SIZE FdR THE
BACKFILL, ""i ;. . _� -�,•{ '` ` � APPLICATION. TYPICAL TYPES OF RIPRAP USED FOR CHECK DAMS ARE TYPE M (D50 12") 1 �4 6' TYP (�'6" MIN) 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON
(TYP.) � ' "' OR TYPE L (D50 9"). - DISCOVERY OF THE FAILURE.
CHANNEL GRADE /
UPSTREAM AND -� TOP OF CHECK ORM COMPAC7ED � ROCK FILLED GABION 4. SEDIMENT ACCUMULATED UPSTREAM OF REdNFdRCED CHECK DAMS SHALL BE REMOVED AS
4. RIPRAR PAD SHALL BE TRENGHED INFO THE GROUND A MINIMUM �F 1'.
DOWNSTREAM q BACKFILL HOG RINGS MIN. BURY SECllRED TO NEEDED TO MAINTAIN THE EFFECTIVENESS OF 6MP, NPICALLY wHEN THE UPSTREAM SEDIMENT
5. THE ENDS OF THE CHECK DAM SHALL BE A MINIMUM OF 1' 6° HIGHER THAN THE CENTER �rYP3 �EPTH I'6" ADJACENT GABION DEPTH IS WITHIN S'z THE HEIGHT OF THE CREST.
OF THE CHECK DAM. 5. REPAIR OR REPLACE REINFORGE� CHECK QAMS WNEN THERE ARE SGGNS OF DAMAGE SUCH ~
CHECK DAM ELEVATION VIEW cHFr.K naM MAiNrErvArvcE NarFs REINFORCED CHE�K DAM ELEVATION VIEW As HOLES IN THE GABION oa UNDERCUTTING. p
2 6 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATWG CONDITION. 6. REINFORCED CHECK DAMS ARE TO REMAIN IIV PLACE UNTIL THE UPSTREAM DISTURBEO
CHANNEL IotAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTNE. INSPECT 6MPs A5 500N AS AREA IS STABILIZED AGJD APPROVED BY THE LOCAL JURISDICTION. �
GRADE DSa=b" RIPRAP m
1' 6" .� :- POSSIBLE (AND ALWAYS WITHW 24 HOl1R5) FOLLOWWG A STQRM �HAT CAUSES SURFACE 3 7. WHEN REINFORCED CHECK �AMS ARE REMOVE�, ALL DISTURBED AREAS SHALL BE
FLOW � MIN. �'��'�' 'y Y� EROSIQN, AND PERFORM NECESSARY MAINTENANCE. � ENCLOSED IM GABION
r r r r COVERED WITH TOP501L, SEEOED AND MULCHED, AN❑ COVERED WITH A GEOTEXTILE BLANKET,
� '�''`�`"�`�``�"�' � �' � OR OTHERWISE STABILIZED AS APPROVE� BY LOCAL JURIS�ICTION. DRAWN
���'��• s r� r v s� w� s-�" � !-t �'�" 6�� MIN.
1' MIN. �� <--��`c�: EXCAVATION TO NEAT 2. FREQUENT OBSERVATIONS AND t�AINTENANCE ARE NECESSARY TO �AAINTAIN BMPs IN 1'6
�a f`-t �++ �'"' " Ya �'" FLOw=-- . M oPJ
� �,>. ,_ � LINE, AVOIO OVER-EXCAVAr10N, EFFECTIVE OPERATWG CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE � - - (OETAII AQAPTEO FROM ooucus COLINTY, WLORADO ANO CITY O£ Al1RORA, COLORADO, NOT AVAILABLE iN nuroc,�) BRB
(TYP.) DOCUMENTED THOROUGHIY. 1'6' � � CHANNEL GRADE
��; MANY JURISDICTION5 HAVE BMP DETAILS THAT VARY FROM U�FCD STANOARD DETAILS. CHECKED
3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULO BE INITIATED UPON CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DAP
050 = 12" RIPRAP, TYPE M OR DISCOVERY OF THE FAILURE. C�MPACTED BACKFILL �' `� GEOTEXTILE BLANKET DIfFEREI�CES ARE NOTE�.
TYPE L D50= 9" (SEE TABLE DESIGNED
MD-7, MAJOR DRAINAGE, VOL 1 4. SEDIMENT ACCUMULATED UPSTREAM OF THE CHECK DAMS SHALL BE REMOVED WHEN THE SECTION A
FOR GRADATION) SECTION A SEDIMENT DEPTH IS WITHIN Y2 OF THE FVEIGHT OF THE CREST. BRB
S. CHECK DAMS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS REINFORCEO CHECK QAM INSTALLATION NOTES FILENAME
STABILIZEO ANd APPROVED BY THE LOCA� JURI5DICTION. 1. SEE PLAN viEw Fo�: 0009_Details
S' -LOCATIONS �F CHECK OAMS.
6. WHEN CHECK �AMS ARE REMQVED, EXCAVATIONS SHALL BE FILLEO WITH SUITABLE
FLOW � CHANNEL GRADE COMPACTED BACKFILL. D15TURBED AREA SHALL 8E SEEDEO AND MULCHED AND COVERED WITH -CHECK DAM TYPE (CHEGK DAM OR REWFORCED CHECK DAM).
- � GEQTEXTILE OR OTHERWISE STABILIZE� IN A MANNER APPROVED BY THE LOCAL JURISDICTION. -LENGTH {L}, CREST LENGTH (CL), AND DEPTH (D). DO L/C
� t -( i -
1' MIN. � -� < -� : - EXCAVATfON TO NEAT P ����
(DETAILS ADAPTE� FR�M OOUGLAS COUNN, COLDRA00. NOT AVAILABLE IN aurc�ccn�) 2. CHECK DAMS INDICATED ON THE SWMP SHALL BE INSTALLED PRIOR TO AN UPSTREAM ��
� ,, ; �`�- LWE, AVdI� OVER-EXCAVArION LAND-�I5TURB]NG ACTIVITIES. �;�•p•N • P•� \
050 = 12" RIPRAP, TYPE M�.OR �NP�� N�TE: MANY JURISDICTIONS HAVf BMP DETAILS THAT VARY FROM uoFco STANDARO DETAILS. V�;�� �O� �\O\�'
TYPE L D50-9" (SEE TABLE MD-7, CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SH4ULD BE USED WHEN 3. REINFaRCED CHECK DAMS, GABIONS SHALL MAVE GALVANIZED PMISTED WIRE NETTING • PQQ ��G
MAJOR DRAINAG�E. VOL. 1 FOR DIFfERENCES ARE NOTED. WIRE AHOGxRINGSOAT�4GSPACING10R OTN R' APPROVEONIMEANS ISHALLiBENUSEDOAT�AL�L \� ��G �S�
GRADATION) SECTION B GABION SEAMS AN� TO SECURE THE GA810N TO THE A�JACENT SECTION. �\''� GO • �c/
5PACWG !BETWEEN CHECK DAM5 SUCN THAT 4. THE CHECK DAM SHALL BE TRENCHED WTO THE GROUNO A MINIMUM �F 1' 6". e��O� •�� ��
\ . .• _\G�
'"' A AND B ARE E�UAL ELEVATION \" �"�
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5. GEOTEXTILE BLANKET SHA�LL BE PLACEO IN THE REWFORCED CHECK DAM TRENCH �NAL
�`' Y '` � �`�`- � � 8 EXTENDING A MINIMUM OF 1' 6" ON BOTH THE UPSTREAM AND DOWNSTREAM SIDES OF THE
�' �� ` `�` i I
CHANNEL GRAOE � ". � � �;�,'g::.'.� - REINFORCED CHECK DAM.
P R O FI LE ; `J;�:��;�j `� `. �
CD-2. REINFORCED CHECK DAM
CD- 1 . CHECK DAM
November 2010 Urban Drainage and Flood Control District CD-3 CD-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District CD-5 CD-6 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3
Surface Roughening (SR) EC-1 EC-1 Surface Roughening (SR) SC-8 Sediment Trap (ST) �
Z J
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� �� SURFACE ROUGHENING INSTALLATION NOTES � �
RIPRAP, TYPE M (D50=12") TYP.SMALLER ROCK ST
1. SEE PIAN VIEW FOR: � Q
-L�CATION{5) QF Sl1RFACE RQUGHENING. SIZE MAY BE ALLOWABLE FOR SMALLER TRAPS �
TRACKING OR IF APPROVED BY LOCAL J4IRISDICTION Q Q
r�1I IMPRWTING 2. SURFACE RDUGHENING SHALL 8E PROVIDED PROMPTLY AF-iER COMPLETION OF FINISHED
GRADING (FOR AREAS NOT RECEIVING TOPSOIL} OR PRIOR T� TOPSOIL PLACEMENT OR ANY TOP OF EARTHEN BERM � � �
!!�. FaRECASTE� RAIN EVENT. � O
l' A
_ 3. AREAS WHERE BUILDING FOUNOATIONS, PAVEMENT, OR SQD WILL BE PLACED WITHflUT 2:1 MAX. � � �
�r `� DELAY IN THE CONSTRUCTION SEOUENCE, SURFACE ROUGHENING IS NOT REQUIREd. �
'���_'" ! . .- �
� 4. DISTURBED SURFACES SHALL BE RQUGHENED USWG RIPPING OR TILLING EQUIPMENT ON � �
2:1 MAX. � '�,� - � �
THE CONTOUR OR TRACKING UP AND DOWN A SLOPE USING EQUIPMENT TREADS. -r � d ;� -_-
1; �
S. A FARMING dISK SHALL NOT BE USED FOR SURFACE ROUGHENING. '_-+ ` FLOW � � �
TRANSfTION EXISTING g ; �
SURFACE ROUGHENIMG MAINTENANCE NOTES FLOW -� CHANNEL INTO � ; _,
SEDIMENT TRAP �'�����'�'� ��- �. � �
�, y i �t..,'-t � �
� ` 1_ INSPECT BMPs EACH WORKOAY, ANQ MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. � � �� ',-�
.--' MAINTENANCE OF BMPs SHOULD �BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS 540N AS 2:i MAX. i , �i tia �
6" MAX POSSIBLE (ANO ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE � CI�
- j •� y
� EROSION, AND PERFORM NECESSARY MAfNTENANCE. O Z
2;1 MAX.
�� FURROWS 2° TO 4" DEEP 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO �1AINTAIN BMPs IN O
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CflRRECTIVE MEASURES SHOULD BE
2"' Tp f�r� WITH 6" MAXIMUM SPACING DOCUMENTED THOROUGHLY. �
4" DEEP PARALLEL TO CONTOURS
3. WHERE 6MPs HAVE FAILED, REPAIR QR REPLACE UPON o�sco�EaY oF THE Fa,�uaE. SEDIMENT TRAP PLAN
S R- 1 . S U R FAC E R 0 U G H EN I N G 4. VEHICLES AND EQUIPMENT SHALL NOT 6E �RIVEN OVER AREAS THAT HAVE BEEN SURFACE
ROUGHENED.
FOR STEEP SLOPES (3:1 OR STEEPER) 6" {CENTER OF RIPRAP 6"
5. IN NON-TURF GRASS FINISHED AREAS, SEEDING AND �1ULCHING SHALL TAKE PLACE LQWER THAN ENDS
DIRECTLY OVER SURFACE ROUGHENED AREAS WITHOUT FIRSf SMOOTHING OUT FHE SURFACE 6" MINIMUM 12" MIN. 30'
6. �N AREAS NOT SEEDED AND MULCHED AFTER SUR�ACE ROUGHENING, SURFACES SHALL BE FREE80ARD � �
RE-ROUGHENED AS NECESSARY TO MAINTAIN GROOVE DEPTH AND SMOOTH OVER RIL� � T - - _ _
SCARIfYING EF�Q510N. f ' -' �' ��
DR TILLING
(DETaLS aDAPiEO FROM iOwN OF PnRKER, COLORai50, NOT AVAILABLE IN AUTOCAO) SECTION A
NOTE: MANY ,lURISDICTI0N5 HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
CONSULT WITH LOCAL JURiSDICr10N5 AS TQ WHICH OETAIL SHOULD BE USEO WHEN
DIFFERENCES ARE NOTED.
CHANNEL GRADE
� ��fi,� 2� 6�
MIN.
� � � -?�7-�<,r r
FLOW -
/ :'�_�7'.-, �;�� � �..;'•
a .a ri = -; {� �
�'/ � 8 � RIPRAP, TYPE M (050=12") TYP.
ROUGHENEO ROWS SHALL 9E 4" TO b" MIN.
4" Tfl 6" DEEP WITH 6" MAXIMUM SPpCWG PARALLEL SMALLER ROCK SdZE MAY BE
ALLOWABLE FOR SMALLER TR,4PS IF
OEEP TO CONTOURS
APPROVED BY LOCAL JURI5DICTION
SR-2. SURFACE ROUGHENING SECTION B
FOR LOW SL�PES (LESS THAN 3:1)
ST-1 . SEDIMENT TRAP
TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
November 2010 Urban Drainage and Flood Control District SR-3 SR-4 Urban Drainage and Flood Control District November 2010 ST-2 Urban Drainage and Flood Control District November 2010 Suite 200 Fort Collins
Urban Storm Draina e Criteria Manual Volume 3 Urban Storm Draina e Criteria Manual Volume 3 Urban Storm Draina e Criteria Manual Volume 3 Colorado 80525
g g g Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE
N TS
DATE
JULY 17, 2024
SHEET
211 of 216
EC-6 Rolled Erosion Control Products (RECP) Rolled Erosion Control Products (RECP) EC-6 EC-6 Rolled Erosion Control Products (RECP)
E� � STAGGER OVERLAPS o
DIVERSIDN DITCH EROSION CONTROL BLANKET INSTALLATION NOTES � �
UNDISTURBED JOINT ANCHOR TYPICALLY AT TOP OF OVERLAPPING JOINT Z v
TOP OF 1. SEE PLAN VIEW FOR: �
PERIMETER SLOPE
SOIL � ANCHOR TRENCH, TYP. CHANNEL BANK -LOCATION OF ECB. (n o
TRENCH, TYP. ANCHOR DETAILS -7YPE OF ECB (STRAW, STRAW-CaCONUT, COCONUT, OR EXCELSIOR). w
-AR£A, A, IN SQUARE YARQS OF EACH TYPE OF EC8_ �
GEOTEXTI LE
� FABRIC aR MAT, LY'P. 2. 100% NATURAL AND BIODEGRADABLE MATERIALS ARE PREFERRED FOR RECPs, ALTHOl7GH
� SOME JURISQICTIONS MAY ALLOW OTHER MATERIALS IN SOME APPLICATIONS.
I� 3" MIN, TYP. STAKING PATTERN PER
I I MANUFACTURER SPEC. aR PATTERN 3. IN AREAS WHERE ECBs ARE SHOwN ON THE PLANS, THE PERMITTEE SHALL PLACE
�' � � � � '= + &`MIN, BASED ON ECB AND/OR SLOPE TOPSOIL AND PERFORM FINAL GRADING, SURFACE PREPARATION, AN� SEELIING AND MULCHING.
�-^� � '�, �% TYP. TYPE (SEE STAKING PA�ERN DETAIL) SlJBGRADE SHALL BE SMOOrH ANO MOIST PRIOR TO EC6 INSTALLATION AND THE EC6 SHALL
;-�.��.���-;._ �-� 8E IN FULL CONTRCT WITH SUBGRADE. NO GAPS OR VOIOS SHALL EXIST UNDER THE
-_- SINGLE EDGE BLANKET.
��`' �' �Y �` -�` PERIMErER ANCHOR
STAKE, TYP.
� TRENCH 4. PERIMETER ANCHOR TRENCH SHALL BE USED ALONG THE OUTSIOE PERIMETER OF ALL �
BA�CKFILLETYP. ECB-�l. OUTSIDE OF DRAINAGEWAY B�a,NKEr AREAS. o
TYPE OF ECB AS INDICATED IN PLAN VIEW. INSTALL IN ALL pERVMETER ANCHOR TF2ENCH
DISTURBED AREAS OF STREAMS AN❑ ORAINAGE CNANNELS TO DEPTH 5. JOINT ANCHOR TRENCH SHALL BE USED TO JOIN ROLLS OF ECBs TOGETHER
� ABOVE CHANNEL INVERT. ECB SHALL GENERALLY BE ORIENTED ROLL LONGITUDINALLY AND TRANSVERSELY} FOR ALL ECBS EXCEPT STRAW WHICH MAY USE
PERIMETER WIDTH � �
PARALLEL TO FLOW DIRECTION {LE. LONG DIdv1EN510N5 OF BLAIVKET � AN OVERLAPPING J�INT. m
PARALLEL TO FLOWLINES} STAKING PATTERfJ SHALL MATCH ECB TRENCHHOR �� �p
AND/OR CHANNEL TYPE. JOINT, TYP. 6. INTERMEDIATE ANCHOR TRENCH SHALL 8E USEO AT SPACING OF ONE-HALF ROLL LENGTH
� � I o I � � FOR COCONUT AND EXCEL510R ECBs. DRAWN
TWO E�GES - 3� o o O p BRB
ECB- 1 . PIPE OUTLET TO DRAINAGEWAY OF TWO � � W �� -- ,1� W 7. OVERLAPPING JOINT DETAIL SNRLL BE USEO TO JOIN ROLLS OF ECBs TOGETHER FOR ECBs
ADJACENF 6 0 6' o o ON SLOPES. CHECKED
ROLLS �I � w �3 4� � ° ° � 8. MATERIAL SPECIFICATIONS OF ECBs SHRLL CONFORM T4 TABLE ECB-t. DAP
o v
J4WT ANCHOR 7RENCH ° DESIGNED
JOINT ANCHOR n'PE flF ECB, � �2, 9. ANY AREAS OF SEEDINC AND MULCHING DISTURBED IN THE PROCESS OF INSTALLING EC85 BRB
TRENCH, TYP. INDICATED IN PLAN VIEW SHALL BE RESEEDEO AND MULCHED.
STRAW STRAW-CdCONUT COCONUT OR EXCELSIOR FILENAME
10. DETAILS ON OESIGN PLANS F�R MAJOft D�2AINAGEWAY STA8ILIZATION WILL GOVEftN IF
LOOP FROM DIFFERENT FROM THOSE SHOWN HERE. 0009_D@tdIIS
6" � Mioo�E oF STAKING PATTERNS BY ECB TYPE
TOPSOIL • ECB SHALL
� � M � EXTEND TO THE ROLL 3 �
COANOELTHE � o f�--- Yz W o �p.���L�C
/ INT£RMEOIATE ANCHOR TRE�CH 3' o'o �- Y' 'N ������,PN �P�'��
6' 4 � � W 6' o ,� 0 4 �� � y2 � TABLE ECB-1. ECB MATERIAL SPECIFICATIONS � � Q 0 G �
p r PERIMETER A�ECHOR FLOW ,-� �` 6�� � �� � Y+ � � � �G Pe S�� �
TRENCH, TYP. o 0 o COCONUT STRAW EXCELSIOR RECOIUMENDED \� GO� • �
COMPACTED �PE CONTENT CONTENT CONTENT NETTING" ��O ;Cu
SUBGRADE e �O� ; <c/
STAKING PATTERN PER MANUFACTUR£R SPEC. OR PATTERN 4:1-3:1 3:1-2:1 2:1 RND STEEPER STRAW* - 100% _ Ddl18LE/ O'` � ��• ��
�ASE� aN EC8 AND/OR CHANNEL lYPE (S�E STAKING OVERL4PPING JOINT SLOPES 2 SL�PES ISLOPES NATURAL � ••••' G
PATTERN DETAIL) i STRAW- DOUBLE/ S��NAL��
I -- Y2 4V COCONUT 30% MIN 70% MAX - NATURAL
ECB-2. SMALL DITCH OR DRAINAGEWAY � � 3" MIN. 4' � o b o � � W a� a o o t
0 0 0 0 0 0� 2' C�CONUT 1(�0% - - N�ATURAL
20" � 20" I�
�Z�� o 0 o EXCELSIOR �Qfl% DOUBLE/
MIN. NATURAL
•STRAW ECBs MAY 4NLY BE USEO OVTSIOE OF STREAMS AND ORAINAGE CNANMEL.
LOW FL�W CHANNEL HIGH FLOW CHANNEL "'A�TERNAfE NET�ING MAY 8E ACCEPiAOLE IN SOME JURIS01CT10N5
STAKIIJG PATTERNS BY SLOPE OR CHANNEL TYPE
WOOD STAKE DETAIL
RECP-6 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District RECP-7 RECP-8 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3
Z �
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Rolled Erosion Control Products (RECP) EC-6 Concrete Washout Area (CWA) MM-1 MM-1 Concrete Washout Area (CWA) _ Q
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CONCRETE wa5H0uT � �
�+ �SIGN Q Q
EROSION CONTROL BLANKET MAINTENANCE NOTES ,'y ,� t�� ��� CWA MAINTENANCE NOTES m Z
� ,� �.�'����'��C3�� � O
1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITlON. 3�fi 4^MIN�� ����%������W i. INSPECT BMPs EACH WORKDAY, AND MAINTAW THEM IN EFFECTIVE OPERATWG CONDITION. �
I�AINTENANCE OF BMPs SHQULD BE PROACTIVE, NOT REACTIVE. WSPECT BMPs AS SOON AS '� ^r �•-��'.��^���• MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS � �
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE ' `�':"�����'.������"� PbSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLO`NlING A STORM THAT CAUSES SURFACE � �
ER�SION, AND PERfORM NECESSARY MAINTENANCE � 4'��, ��� ERaSION, AND PERFORM NECESSARY MAINTENANCE. � �
� ��� VEHICLE TRACKING �
2. FREOUENT OBSEf�VAT10NS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 3�� 8 X 8 MIN. 3:1 r{ ,�"�1.$�. � ��.y CONTROL {SEE 2 FREQUENT OBSERVATI�NS AND MA6NTENANCE ARE NEC£SSARY TO MAINTAIN BMPs 1�1 Q
EFFECTIVE OPERATING CONDITION. INSPECTIQNS ANO CORRECTIVE MEASURES SHOULD 8E ��-+%+�+Y'%°;��-,��`'�-%-� -" -�%� � EFFECTIVE OPERATWG CONDITION INSPECTIONS AND CORRECTIVE MEASURES SHOUL� BE � � �
r ViC OETAIL OR
DOCUMENTE� THOROUGHLY. �.��={��;'�;1��?` r�� OTHER STABLE OOCUMENTED THOROUGHLY. �
��.�.c'��;w� �� � -, .-���i Su R FAC E �
3. IA+HERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITiIATED UPON " � tn -� " 3. WHERE BMPs HAVE FAILE�, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON �
�=�:��.��'�� `3.�.� �
DISCOVERY dF rHE FAILURE. ;� Y,,°����,.� �� � DISCOVERY OF THE FAILURE.
3:, � �-����.�������; Z �
4. ECBs SHALL BE LEFT W PLACE TO EVENTUALLY BIODEGRADE, UNLESS REQUESTED TO BE _A �a-�1.�4�-��-�. �:,. 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGEO AS NECESSARY TO MAINTAIN
REMOVED 8Y THE LOCAL JURISDICTION. =v`.•'����� CAPACITY FOR CONCRETE WASTE. CONCRETE MRTERIALS, ACCUMULATED IN PIT, SHALL BE �
�' �"� 5 +^ .'.v_ ? 1" O
25 MIN. � REMOVED ONCE THE MATERIAL5 HAVE REACHEO A OEPTH OF 2'.
5. ANY ECB PULLED OUT, TORN, OR OTHERWISE DAMAGED SHALL BE REPAIRED OR ,�-- O
REINSTALLED. ANY 5U9GRADE AREAS BELOW THE GEOTEXTILE THAT HAVE ERODEa TO CREATEO 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AN❑ ALL OTHER DEBRIS �
A vOID UNDER THE BLANKET, OR THAT REMAIN DEVOID OF GRASS SHALL BE REPAIRED, CONCRETE WASHOUT AREA PLAN iN THE SUBSURFACE PIT SHALL BE TRANSPORTE� FROrn THE JOB SITE iN a wATER-TiGHT �
RESEEDED ANQ MULCHED AND THE ECB REINSTRLLED. 12" TYP. CaMPACTEO BERM AROUNO CONTAINER AND DISPOSED OF PROPERLY.
THE PERIMETER
NOTE: MANY JURISDICTIONS HAWE BMP DErAILS TtiAT VARY FROM UOFCD STANOARD �ETAILS. i� 2% SLUPE 6. THE CWA SHALL REMAIN W �LACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED.
GONSULT WITFi LOCAL JURISOICTIONS AS TO WHICH QETAIL SHOULO BE USED WHEN
OIFFERENCES ARE NOTE�. - i - -�- - - - - - - ' ' 7. WHEN THE CWA IS REMaVED, COVER THE DISTURBEa AREA 4VITH rOP S�IL, SEED AND
� �� 3' MIN. �� MULCH OR OTHERWISE STA@ILIZED IN A MANNER APPROVED BY THE LOCAL JURRSDICTION.
�DETNLS ADAPTEO FRO�A DOUGL45 COUNTY, COLORADO AND TOWN OF PARKER COLORADO, NOT AVAILABLE IN AU70CA�J UNOISTURBED GR� 73 �3
coMPacTEo SOIL {DET,sJL ADAPTED FROtJ DQUGIAS COUNTY, WLORA�O ANO THE CITY OF PARKER, COLORA00, NOT AVAILABLE IN AUT6CAD).
8 X 8 MIN. VEHICLE TRACKING
CONTROL (SEE VTC NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARO DETAILS.
�ETAIL ) CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN
SECTION A DIFFERENCES ARE NOTED.
CWA- 1 . CONCRETE WASHOUT AREA
CWA INSTALLATI�N NOTES
1. SEE PLAN VIEW FOR:
-CWA INSTALLATION LOCATION.
2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR
WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF
SITE CONSTRAINTS MAKE THfS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE,
THE CWA MUST BE INSTALLEO WITH AN IMPERMEABLE LINER (1 fi MIL MIN. THICKNESS) OR
SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A
LINED A80VE GRdUNO STORAGE ARE SHOULD 8E USEO.
3. THE CWA SHALL BE INSTALLED PRIOR TQ GONCRETE PLACEMENT ON SiTE.
4. CWA 5HALL INCLl1�E A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY 8' SLOPES
LEAbING OUT OF THE SUBSURFACE PIT SHALL BE 3.1 OR FLATTER. THE PIT S�1ALL BE AT
LEAST 3' OEEP.
S. BERM SURROUN�ING SIOES ANO BACK QF THE CWA SHALL HAVE MINIMI�M HEIGHT OF t'_
6. VEHICLE TRACKING PAO SHALL BE SLOPEO 2% TOWNRQS THE CWA. TST� INC.
CONSULTING ENGINEERS
7. SIGNS SHALL 6E PLACED AT THE CONSTRUCTi�f� ENTR,4NCE, AT THE CWA, AND 748 Whalers Way
ELSEWHERE AS NECESSARY TO CLEARLY iNDICATE THE LOCATION OF THE CWA TO OPERATORS Suite 200 Fort Collins
OF CONCRETE TRUCKS AND PUMP RiGS. Colorado 80525
Phone: 970.226.0557
8. USE EXCAVATED MATERIAL FaR PERIMETER BERM CDNSTRUCTION.
JOB N0.
1230.0009.00
SCALE
N TS
November 2010 Urban Drainage and Flood Control District RECP-9 November 2010 Urban Drainage and Flood Control District CWA-3 CWA-4 Urban Drainage and Flood Control District November 2010 �a�
Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 JULY 17, 2024
SHEET
212 of 216
Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL) Sediment Control Log (SCL) SC-2 SC-2 Sediment Control Log (SCL)
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November 2015 Urban Drainage and Flood Control District SCL-3 SCL-4 Urban Drainage and Flood Control District November 2015 November 2015 Urban Drainage and Flood Control District SCL-5 SCL-6 Urban Drainage and Flood Control District November 2015
Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3
Vehicle Tracking Control (VTC) SM-4 SM-4 Vehicle Tracking Control (VTC) Vehicle Tracking Control (VTC) SM-4 �
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UNLESS OLHERWBSE SPECIFIED BY LOCAL � �'4-��5�''� MAT (TRM) CONNECTORS
�
INSTALL ROCK F�usH wiTH JURISDICTION, usE coor sEcr. ��os, �,sHro VTC-2. AGGREGATE VEHICLE TRACKING CONTR�L WITH
QR BEL�W TOP dF PAVEMENT #3 COARSE AGGREGATE � CONSTRUCTION MAT EN�
� � OR 6" MINUS RQCK r g�� (MIN.) WASH RACK a RESTRICT CONST. VEHICLE OVERL4P W7ERLOCK WILH
� } � ACCESS TO 510ES OF MAT STRAP CONNECTORS
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i�i��i� i %�i i�i�i�r i r i�i�i��i��i �i�i, � x �
�ii��i �T�i��i��i�ii���� �i T�� ii��i� � 20' OR AS R EQUI RED
�j\����\,�\/� �\�\/�\ ,��\��\ '��\��\//% TO ACCOMMODATE
� � � � NON-WOVEN GEOTEXTILE ANTICIPAiED
��%�\ FABRIC � TRAFFIC {WIQTH
COMPACTED SUBGRADE SECTION A
CAN �E LESS IF
� CQNST. VEHICLES
ARE PHYSICALLY
eaNFiNEo or, �orH
SIDES)
VTC-3. VEHICLE TRACKING CONTROL W/ CONSTRUCTION
VTC- 1 . AGGREGATE VEHICLE TRACKING CO�TROL MAT OR TURF REINFORCEMENT MAT (TRM�
TST, INC.
CONSULTING ENGINEERS
748 Whalers Way
November 2010 Urban Drainage and Flood Control District VTC-3 VTC-4 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District VTGS Suite 200 Fort Collins
Urban Storm Draina e Criteria Manual Volume 3 Urban Storm Draina e Criteria Manual Volume 3 Urban Storm Draina e Criteria Manual Volume 3 Colorado 80525
g g g Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE
N TS
DATE
JULY 17, 2024
SHEET
213 of 216
SM-4 Vehicle Tracking Control (VTC) SC-6 Inlet Protection (IP) Inlet Protection (IP) SC-6
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I � - ,_ INLE7 GRATE I �
5TABILIZE� CONSTRUCTION ENrRANCE/EXIT IfVSTALlAT10N NOTES •F-= -- ';-, -� �,4�;e .�>.� ;: (n �
- ,�-�� , .�
. � �� ,� � Z U
1. SEE PLAN VIEW FOR A ;`;ri- O w
-LOCATfON OF CONSTRUCTION ENTRANCE(S)/EXIT(S). ;��' , o
-TYPE OF CONSTRUCTI�N ENTRANCE S ExITS 5 / SEE ROCK SOCK DESIGN - - � >
( )/ ( ) (WITH WITH�UT WHEEL WASH,
CONSTRUCTIQN MAT OR TRM). DETAIL FOR JOINTING �'=-'�=-' %?:. _ :y SEE ROCK SOCK DETNL �
ROCK SOCKS � '�+, ' '-:r f FOR .IaINTING w
SOCKS 16" CWDER �g" CINOER �:-y9 �- `Y
2. CONSTRUCTION MAT OR TRM STABILIZEO CON5TRUCTION ENTRANCE5 ARE dNLY TO BE ELQCKS �;';i �'.':
BLdCKS
USED ON SNORT DURATION PROJECTS {TYPICALLY RAl�1GING FROM A WEEK TO A MONTH) ;-, � r �• -- ROCK SOCK _ 1 �
WHERE THERE WILL BE LIMITED VE�iICULAR ACCESS. FLOW --- - Q
- - ;a.�
3. A STABILIZED COiJSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS �' � 2"x4" WOOD STUD '' `.'a-"
wHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-�F-WAYS. ;; _ �_ -t' MIN. .��� ��?'
� �.c��'. ,� =;.�;,�.r',= CURB INL�T
4. 5TA61LIZED CONS�RUCTION ENTRANCE/EXIT SHALL BE INSTALLEQ PRIOR TO ANY LAND 2"x4�" WOOD - SECTION A - w
DISTURBING ACTIVITIES. STUD Q
5. A N0'N-W�VEN GEOTEXTILE FABRIC SHALL BE PLACEO UNDER THE STABIUZED IP- 1 . BLOCK AND ROCr'� SOCK SUI�IIP OR ON GRADE �
CONSTRUCTION ENrRANCE�EX�T PRIOR ra THE P�cE�ENr oF RocK. INLET PROTECTION IP-3. ROCK SOCK SUMP fAREA INLET PROTECTION
6. UNLESS flTHERWISE SPECIFIE� BY LOCA� JURISDICTION, ROCK SHALL CONSIST OF OOT �
SECT. #703, AASHrO #3 COARSE AGGREGATE OR fi" (MINUS] ROCK. m
BLOCK AND CURB SOCK INLET PROTECTION INSTALLATION NOTES
STABILIZED CONSTRUCTION ENTRANGEfEXfT MAINTENANCE NOTES R�CK SOCK SUMP/AREA INLET PRaTECT10�1 INSTALLATION NOTES DRAWN
1. SEE R4CK SOCK DESIGN DETAIL FQR INSTALLATION RE4UIREMENTS. BRB
1. SEE ROCK 50CK DESIGN DETAIL FOR INSTALLATION REqUIREMENTS.
1_ INSPECT BMPs EACH WdRKDAY, AND MAINTAIN TNEM IN EFFECTIVE QPERATING C�NOITIaN. 2. CONCRETE "CINDER° BLOCKS SHALL BE LAID ON THEIR SIDES AROUND THE INLET IN A
MAINTEfJANCE dF BMPS SHOULD BE PROACTIVE, NOT REACTNE. fNSPECT BMPS AS SOON AS SINGLE ROW, ABUTfING ONE ANOTHER WITH THE OPEN ENO FACING AWAY FROM THE CURB. 2. STRAW WATTLES/SED{MENT CONTROL LOGS MAY 8E USED IN PLACE OF ROCK SOCKS FOR CHECKED
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE INLETS IN PERVIOUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL. DAP
EROSION, AN� PfRFORM NECESSARY MAINTENANCE. 3. GRAVEL BAGS SHALL BE PLACED AR�UND COIVCRETE BLOCKS, CLO�ELY ABUTTING ONE
ANOTHER AND JOINTED 70GETHER lN ACCORDANCE WdTH ROCK SOCK DESIGN DETAIL. DESIGNED
2. FREQUENT 08SERVATIONS AND MAINTENANCE ARE NECESSARY Td MAINTAIN BMPS IN INLET GRATE BRB
EFFECTIVE OPERATING CONDITION. INSPECTIdNS AND CO�RECTIVE MEASURES SHQULD BE MINIMUM OF
DOCUMENTED THOROUGHLY. TWO CURB �SF� FILENAME
3. WHERE BMPs HAWE FF,ILED, REPAIR QR REPLACEMENT SHOULD BE INITIATED I�PON o 50CKS APPROX 30 D£G. BLOCK ANO ROCK SOCK INLET �❑�, 0009_Details
PROTECTION(SEE DETAIL IP-1) � ,i
DISCOVERY OF THE FAILURE. � � e SILT FENCE {SEE SILT
��F� FENCE DE51GN OETAIL )
4. ROCK SHALL BE REAPPLIED 0� REGRADED AS NECESSARY TO THE STABILIZED -�� ` >,r;_ a -
ENTRANCE/EXIT TQ MAINTAIN A CONSISTENT OEPTH. CURB SOCK � � �P�� ��C
�' - �.O�••p,N"• Q,�,
5. SEDIMENT TRACKED ONdO PAVED ROAOS IS TO BE REMOVE� THRQUGHOUT THE DAY AND FLOW � - -.� � =�.a --- _ ' - � "�� O� O�
AT THE EN� C3F THE DAY BY SHOVEL9NG OR SWEEPWG. SEOIMENT MAY NOT BE WASHE❑ - ��, __ V;Q � '��
3
�"'' ` IP-4. SILT FENCE FOR SUMP INLET PROTECTION G PeeS���G
DOWN STORM SEWER DRAINS. - - - ��' � ;
5' MIN 3'-5' TYP. : �
CONSULT�WITHUROCALT�RISDICTIONS AS TO I WH CH OETAI� SHOULO 8E�USEDNWHEN DETAILS. Q��Q���,�� �
DIFFERENCES ARE NaTED. �F� .���
(QEiNLS ADAPTEO FROM CITY OF BROOMFlELD. COLORADO. NOT AVAILABLE IN AUTOCA�) IP-2. CURL7 ROCK SOCKS UPSTREAM �F SILT FENCE INLET PROTECTION INSTALLATION NOTES �O •����••• G\
S��NAL��
INLET PROTECTIO�J 1. SEE SILT FENCE DESIGN DETAIL FOR INSTALLATI�N REQUIREMENTS.
CURB ROCK SOCK INLET PROTECTION INSTALLATION N�OTES
2. POS�'S SHA�L BE PLACED AT EACH CdRNER O� THE INLET AND AROUND �HE E�GES
1. SEE ROCK SOCK OESIGN DETAI� INSTALL/lTION REQUIREMENI"S. AT A MAXIMUM SPACING OF 3 FEET.
2. PLACEMENT OF THE SOCK SHALL 8E APPRdXIMATELY 30 DEGREES FROM PERPENDICULAR 3. STRAW WATfLES/SE�IMENT CONTROL LOGS MAY BE USED IN PLACE OF SILT FENCE FOR
IN THE OPPOSITE OIRECTION OF FLOW. Ih1LETS IN PERV�OUS AREAS. INSTALL PER SEDIMENT CONTROL LOG DETAIL.
3. SOCKS ARE Td BE FLUSH WITH THE CURB AND SPACED A MINIMUM OF 5 FEET APART.
4. AT �EAST TWO GURB SOCKS IN SERIES ARE RE�UIRED UPSTREAM OF ON-GRAQE INLETS.
VTC-6 Urban Drainage and Flood Control District November 2010 IP-4 Urban Drainage and Flood Control District August 2013 August 2013 Urban Drainage and Flood Control District IP-5
Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3
Z �
- - - O J
SC 6 Inlet Protection (IP) Inlet Protection (IP) SC 6 SC 6 Inlet Protection (IP) _ Q
� H
- W
� �
5'�r I P � �
FENCE � Z
p GENERAL INLET PR�TECTION �NSTALLATION NOTES �
j �-- - l� I P 1. SEE PLAN VIEW FOR: � � O
� � AREA .y':Y_ ` -LOCATION OF INLET PROTECTION. �/� �
I N L E T , _ -TYPE OF INLET PROTECTION (IP.1, IP.2, IP.3, IP.4, IP.5, IP.fi) ��r Q �
SI LT ���� L
SHEET I FENCE ?=+' FLOW � p 1 2" MIN. 2. INLET PROTECTION SHALL BE INSTALLEO PROMPTLY /iFTER INLET CONSTRUCTI�N OR PAYING � � U
FLOW I EC8 ,�,.' B � �� IS COMPLErE (TYPICALLY WITHIN 48 HOURS}. IF A RAINFALL/RUNOFF EVENT IS FORECAST, � � �
2:1 MJ�X " � _ INSTALL INLET PROTECTION PRIOR TQ CDNSET OF EVENT.
� '� � CULVERT "-� "� ' � �
BACKFILL UPSTREAM
. .
� END SECTION ~ ' 3. MANY JURISDICTIONS HAVE BPdP DETAILS THAT VARY FROM UDFC� STANDARD D�TAiLS.
1 �3 1' MIN � � CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SNOULD BE USED U1�HEN � �
AREA - 2' MAX � ROCK DIFFERENCES ARE NOTED. � �
dNLET -'�� RQCK SOCK OF WATTLE SdCK
ECB 4 INLET PROTECTION MAINTENAt�CE NOTES �
ROCK FfLTER L CONCENTRATED
OR ROCK SOCK FLOW ,y 1. INSPECT BMPs ERCH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. O
{USE IF FLOW MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SDON AS � O
IS CONCENTRATED) PQSSIBLE (AND ALWAYS WITHIN 24 HOURS) FQLLOWING A STORM THAT CAUSES SURFACE �
CULVERT INLET PROTECTION SECTION A ERa510N, AND PERFORM NECESSARY MAINTENANCE.
IP-5. OVEREXCAVATION INLET PROTECTION PLAN ,�" MIN.
2. FREQUENT OBSERVATIONS ANO MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN
OVEREXCAVATION WLET PROTECTION INSTALLATION NOTES ��.. EFFECTIVE fl�ERATI�VG CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
1. THIS F�RM OF INLET PROTECTION IS PRIMaRILY APPLICABLE FOR SITES THAT HAVE NOT 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON
YET REACHE� FINAL GRADE ANO SHOULD BE USED ONLY FOR INLETS WITH A RELATIVELY KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP dISCOVERY OF THE FAILURE.
SMALL C�NTRIBUTING DRAINAGE AREA. KEY IN ROCK SOCK 2" ON EARTH
2. WHEN USWG FOR CONCENTRATED FLOWS, SHAPE BASIM IM 2:1 RATIO WITH LENGTH 4. SEDIMENT ACCUMULATEd UPSTREAI� OF INLET PROTECTION SHALL BE REMOVED AS
ORIENTEa TOWAR�S OERECTION OF FLOW_ SECTION B NECES5ARY TO MAINTAIN BMP EFFECTIVENESS, TYPICALLY WHEN STORAGE VOLUME REACHES
50% OF CAPACfTY, A �EPTH OF b" WHEN SILT FENCE IS USED, �R Y� OF THE HEIGHT FOR
3. SEDIMENT MUS� BE PERIODfCALLY REMOVED FROM THE OVEREXCAVATED AREA. CIP-� . CULVERT INLET PROTECTION STRAW BALES.
CULVERT INLEr PROTECTION INSTALLATI�N NaTES S INLET PRCITECT10N IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTUR6ED AREA IS
0 0 0 o INLET GRATE PERMANENTLY STABILIZED, UNLESS THE LOCftL JURISDICTION APPROVES EARUER REMOVAL OF
1. SEE PLAN VIEW FOR INLET PROTECTION IN STREETS.
-LOCATION �F CULVERT INLET PROTECTION.
° ° 2. SEE RflCK SOCK �ESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS RND JOINTING 6. WHEN INLET PROTECTION AT AREA INLETS IS REMOVED, THE OISTURBED AREA SHALL BE
COVERED WITH 7QP SOIL, SEEDED AND MULCHED, flR OTHERWISE STABILIZE� IN A MANNER
DETAIL APPROVEO BY THE LOCAI JURISOICTION.
0 0 CULVERT INLET PROTECTION MAINTENANCE NOTES �DETAIL AllltPTED FROM iOWN af PPRKER, COLORA�O AN� CITY QF ,4URORA, COLORPDO, NOT AVAILABLE IN AUTOCAO)
1. IN5PEC� BMPs EACH WORKDAY, AND MAINTAW THEM IN EfFECTIVE OPERATING CON�ITfdN. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
STRAW BALE {SEE STRAW ° ° MAINTENANCE OF BMPs SHOULD BE PRQACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS CONSULT WITH LQCAL JURISDICTIONS A5 TO WHICH DETAIL 5i10ULD BE USED WHEN
BALE DESIGN DETAIL) P05518LE (AND ALWAYS WITHIN 24 NOURS} FaLLOWING A STflRM THAT CAUSES SURFACE pIFFERENCES ARE tJOTED.
ERaSION, AND PERFORM NECESSA'RY MAINTENANCE.
e e e e o
2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONRL
EFFECTIVE OPERATWG CONDITION. INSPECTfONS AND CQRRECTIVE MEASURES S�10ULD BE METHODS OF WLET PRO7ECTION IN THE DENVER METRQPOUTAN AREA. THERE ARE MANY
DOCUMENTE� TNOROUGHLY. PROPRIETARY WLET PROTECTION METHOQS ON THE MARKET. UDFCD NEITHER ENDORSES NOR
I P-6. STRAW BALE FO R SU M P I N LET P ROTECTION DI5COUR�GES USE OF PROPRIETARY INLET PROTECTION; HOWEVER, IN THE EVENT
3. V�HERE flMPs HAWE FAILED, REPAIR OR REPLACEMENT SHOUL� BE INITIATED UPON PROPRIETARY METHODS ARE USEO, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST
DISCOVERY 0'F THE FAILURE. BE INCLUOEO IN THE SWMP AND rHE BMP MUST BE INSTALLED ANO MAiNTAINED AS SHOWN
IN THE MANl1FACTURER'S DETAILS.
STRAW BALE BARRIER INLET PROTECTION INSTALLATION NOTES 4. SEDIMENT ACCUMULATED L1P5TREAM aF THE CULVERT SHALL BE REMOVEO WHEN THE TST� INC.
SEDIMENT OEPTH IS YZ THE HEIGHT Of THE ROCK SOCK. �tOTE: S4ME MUNICIPAUTIES D9SCOURAGE OR PRQHIBIT THE USE OF STRAW BALES FOR INLET CONSULTING ENGINEERS
i. SEE STRAW BALE DESIGN DETAIL F�R INSTALLATIaN REQUIREMENTS. PROTECTION. CHECK WITH LOCA� JURIS�ICTION TO DETERMINE IF STRAW BALE INLET
5. CULVERT WLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED PROTECTION 15 ACCEPTABLE. 748 Whalers Way
2. BALES SHALL BE PLACED IN A SINGLE ROW AROUND THE INLET WITH ENDS OF BALES AREA IS PERMA�tENTLY STABIu2E0 ANO APPROVEO 9Y THE LOCAL JURiSDiCT10N. Suite 200 Fort Collins
TIGHTLY ABUTTING 4NE AN�THER.
Colorado 80525
(DETNLS AOAPiE� FROM AURORA, COLORMO, NOT AVNLk6LE IN AUiOCADJ
on e:
NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FRQM UDFCD STANDARO DETAILS. JOB N0.
CONSULT WITH LOCA� JURISDICr10NS AS TO WHICH DETAIL SHOULD 8E USEO WHEN 1230.0009.00
O�FFERENCES ARE NOTED.
SCALE
N TS
IP-6 Urban Drainage and Flood Control District August 2013 August 2013 Urban Drainage and Flood Control District IP-7 IP-8 Urban Drainage and Flood Control District August 2013 °A�
JULY 17, 2024
Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3
SHEET
214 of 216
6"
1"
1 1/2"R.
1'-6"
2" R.
4-1/2"
12
"
6"
OUT FALL CURB & GUTTER
8" BARRIER CURB
6"
1'
-
0
"
a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement.
6"6"
6"
1'
-
6
"
18
"
10
"
8"
ROADWAY
PAVEMENT
FL LF
6" MOUNTABLE CURB
1 1/4"
BARRIER CURB (KEY WAY OR EPOXY)
1/8" TO 1/4"R.
1"± 1/4"
CONCRETE PAVEMENT
(SECTION B)
1 1/2"
3"
ASPHALT OR
6"
1 1/2"R.
1 1/2"
(SECTION M)
MOUNTABLE CURB (KEY WAY OR EPOXY)
3 1/2"3"
1"± 1/4"
1"R.
6"4"
1/8" TO 1/4"R.
6" w/concrete pavement
8" w/asphalt
*
*
6"
1-1/2"
b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only.
Notes:
RE
V
E
A
L
(CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL)
6"
(FORT COLLINS ONLY)
1-1/2" TO
Driveway
Driveway Sidewalk
SECTION A-A
Detached Sidewalk
Attached Sidewalk
AttachedDetached
All Sidewalk Thickness Shall Be 6" minimum.
Sidewalk
NOTE:
1. Sidewalk grade shall remain consistent across driveway
2. For driveway design requirements, see CONST. DWG. Series 706 & 707
3. This detail applies to Residential & Commercial driveways.
6"
2'-0"6'-0"
T.C.F.L.Lip
1/2" Expansion
Joint Material
1/2" Expansion
Joint Material
8" Commercial
6" Residential
A
A
Sidewalk
Min.
Transition back of walk (typ.)
Broom finishBroom finish
SECTION A-A
MID-BLOCK LOCATION
Varies *
1:12
Slope
(max.)
1:50 see note 2
Fl
o
w
l
i
n
e
(max.)
Slope
1:12
5'A Varies *
Wood float finish thru ramp
Slo
p
e
1:1
2
Slope
1:12
CORNER LOCATION
ramp
finish thru
Wood float
Broom finish
A
Varie
s
*
(max
.
)
A
A5'
(m
a
x
)
(Radius varies)
(typ.)
back of walk
Transition
2
Br
o
o
m
f
i
n
i
s
h
BA
C
K
O
F
W
A
L
K
/
L
A
N
D
I
N
G
Retaining Curb (Optional)
12
"
(m
a
x
.
)
(m
i
n
.
)
T
Walk
Curb
Gutter
NOTES:
1. T = Concrete thickness, 6" minimum for entire ramp area.
2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning).
3. See CONST. DWG. 1606(a) and 1607 for Fort Collins.
4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer.
5. 0" Curb height, See Section A-A.
6. Standard Curb and Gutter Section , See Standard Drawing 701.
2'-0" (min)
6"
Walk
Gutter
Curb
Va
r
i
e
s
*
Detectable Warning
1/4" per ft.
1" per ft.1" per ft.
1"
p
e
r
f
t
.
1" pe
r
f
t
.
On a radius hold 6" at the
corners of the truncated
dome warning.
2"
Retaining
Curb
(Optional)
6"
* Curb to match slope
of sidewalk, Ramp length
not to exceed 15'-0"
See Note 6
See Note 5
See Note 5
See Note 6
Detectable Warning,
See Note 4
Detectable Warning,
See Note 4
Retaining Curb (Optional)
to retain ground behind
the walk, if needed
6"
2"R.2"
6"
6"
12
"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
Flare
1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches
from flow line as shown.
2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot.
3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity.
4. Wood float finish is required over the sloped surface of ramp and flares.
5. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a
maximum width of 8 feet.
6. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material
to be approved by local engineer
7. T = Concrete thickness, 6" minimum for entire ramp area.
SECTION A-A
PLAN VIEW
N.T.S.
N.T.S.
NOTES:
2' Transition (TYP.)
4' (min)
6"
2'
1:20 (max)
1:12 (max
)
T, See Note 8
0" Curb
Lip of Gutter
Detectable
Warning
A
A
1/2" per ft.
1" per ft.
Flare
Curb
Flare Detectable Warning
Curb
(TYP.)SIDEWALK
SI
D
E
W
A
L
K
0" Curb Height,
See Section A-A
(TYP)
Standard Curb
and Gutter,
See Standard
Dwg 701 (TYP)
Pedestrian
Landing Area,
See Note 2
2' (min)