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STONE ROCK DROP
HOLTON POND TOP OF STONES 7924.5 EXTEND LINER 1 ?MIN.
BOTTOM OF STONES:7M.5
Chapel OPU
HOLTON POND
)P STEPPING W
18'-30 FLAT TC
STONE ROCK DROP
TOP OF STONES 7926.0 6 LOWER FOREBAY
bN
BOTTOM OF STONES:7923.0
nki
\NSTAUL NORTH AMERICAN
E SEEDHMDESIrN GREEN P-550 EROSION
FOR LANDSCAPING
AROUND TH CONTROL FABRIC PE
FES-2 MANUFACTURERS
Drive
IT 9:7926
RECOMMENDATIONS. COVE
UPPER FOREBAY
WITH 2* TOPSOIL & SEED.
�ATTEMPTTOWORK ENGINEER SHALL BE
STCPP
� CONSULTED PRIOR TO
REMOVE BUSHES z
A
0.79 WITHIN THE FABRIC.
WATER. 111Mw NSULATEATTHEWATE� ENERGY DISSIPATER L"
Mrn FES-2 120 BOTTOM WITH 3:1
SIDE SLOPES
5g; TXRET15
GIN,PHASE?) 61i6-4i. (SEE SAWCUT & P. PAVEMENT AND DISPOSE bF U) 0 12
40.0 LF C4
EXiSTING CULVERT
WCPP
WATER CROSSING NOTE:
TOP Of PI 79'51-.02 DEFLEC - SEE OHM DESIGN
INSULkrE U DER 11:7954.50 (S. FOR VEGETATION
El 10:7954,W (N
PLACE 18'-30* AND LANUbL;AFINU
BOULDERS WITHIN i" in 0
STEEPER SIDE SLOPES qB
jr
WATE�R CROSSING Aspen y
INSULATE OVER THE Hospital
STORMM PIPE.
INSTALL TEMPORAJ
INLETS AND FLARED END fl; (S.4vj NYLOP[AST2
7M IQ7W-W
77 10 7962.14 WYE&45'BEND-D
10:7950.3Y (NAM
7970 10:7959.12 (N, BOTTOM PfPE:79S95�t
TEE (8x24)
Rim W c c 0: CL
EX SHALLOW UTIUTIES
(DEPTH & LOCATION TO BE
7W �VERIFIED PRIOR TO PIPE
BEN 540) EX SURFAC
M19bu IS 7920 ELEV. ELEV.
11:795914? 1M
C4 0 ,":
11:7962 151
'796114 K
CL
BE CR 8 NO 21a INLET-Cl
INSULATE UNDER I
*1ESTORMPIPE 40 0 LF IMPP" 7+00 8+00 9+00 10+00 11+00 12+00 13+00
HIM 7968.4107P F4nx79&40(
Top-of P4W7966Mi
INSULATE UNDER I:79M76!
WATER FEATURE 0 r
CL
- 7' EX WATER MAIN ':G DEPARTMEM U) 0 00
EX
40.0 LF
INVLOPLAST-S ENERGY
DISSIPATER
TOP PPE-7951.1:i
MCPP
INSULATE 6WERTHE STORM PIPE j1:7M.9
PR. SURFACE
CR
20.0 24CPP Storm Sewer Profile 0
RULTH TING E- '~°°^1"-,, Vert: 1 NU
'` 111
9,9 ,7990
8'GATE VALVE, 90* BEND
�T�b7)��T� ��8T�
`^�`���'��, ^~`'^^�/,,
/ \/ \ / ' / / \ \\ `
~ \`
8- TEE & VERTICAL RISE
/ A° '/ \ ( IN F[ET )
```y°`~;//'/'/// ������� iio"h=50 M.
m°^�«^ |aF9eo�aonaddandunm&7t�e subdivision // / } \ i � /' / �```` /� '/»» `"�p/**
\ // / ' / � � / / \ �� � ~`�` "�-~'' Improvements plan. The Gooloacbr shall follow the
` CAGE
�/ ( �' / �,// / �� ' | -� '' /' `.,` `\,`,, �n�bd���xnprocedures and requirements ' ` ' \ '
plans unless otkamwi �b�/ Plan. oeu�nNmoa �U,
FILE INFO:
PROJECT NO.
PROJECT NAME:
Meadowood Sub.
FILE NAME*
Lower Storm
Key Map
90• & 22 -1/2• BEND 1 -
8" GATE VALVE WITH /+ ,-
A VALVE BOX
Pond Outflow Control �P
N.T.S. \1 ISOMETRIC VIEW
"" 24" CPP FES W/
TRASH GUARD
1 .
INV.-7984.0
N -' EROSION
CONTROL
LOG
6 SIDE
SLOPE
r 4W �•
4
PLAN VIEW
SHOWING ANCHOR BOLT LAYOUT
q
18 y2"" X 4 1 /2 "181/2
8.
12"CTRS
3731111V
CIRS.
BOLT CTRS.
L
PIPE LD.
16'
4
PLAN VIEW
SHOWING ANCHOR BOLT LAYOUT
12" C4 T
TRSS
LONGITUDINAL CROSS SECTION
- 41" -
14 AT 12 INLET
� ; '
GRATES
FLOW LINE
30" CPP OF INLET
& CONDUIT
q
18 y2"" X 4 1 /2 "181/2
8.
12"CTRS
^� 14
(TYPICAL)
BAR.
PIPE LD.
16'
3 •4 to
L
12" C4 T
TRSS
LONGITUDINAL CROSS SECTION
- 41" -
14 AT 12 INLET
� ; '
GRATES
FLOW LINE
30" CPP OF INLET
& CONDUIT
FILE INFO•
PROJECT NO. "
07039
PROJECT NAME:
Meadowood Sub.
SD-2
36" CPP
• LID 1/8 TO 1/4
A. "
USE A 4 OVERLAP WHEREVER TWO CHECK SLOTS SHOULD BE MADE EVERY 18. INSERT A__._:; RECOMMENDED 8" THICK 7
At �oee um, Insulation must he used when crossing water or sewn mains BELOW FINISH GR
WIDTHS OF BLANKET ARE APPLIED USE A 6' OVERLAP WHEREVER? ONE 4 FOLD OF THE BLANKET INTO A TRENCH 6' MADE BY 6' I'" 6' -0" - -� NOTE: A WORD 'STORM �- -'- > - 5 0" m
O SIDE BY SIDE. STAPLE PATTERN: O ROLL OF BLANKET ENDS AND DEEP AND TAMP FIRMLY. LAY THE BLANKET SMOOTHLY ON ON COVER ' FINISH GRADE COVER 5'x6 4000 PSI CONCRETE
" 1. TO BE INSTALLED PER 3 REINFORCED CONCRETE SLAB WITH FIBER MESH
B. Total Insulation width, Including vertical legs: MINIMUM 3 PER SQUARE YARD. ANOTHER BEGINS. THE SURFACE OF THE SOIL DO NOT STRETCH THE i
W=3D +2[F (X +D+0.5)] where 0/ BLANKET, AND DO NOT ALLOW WRINKLES. INSTALL STAPLE THE MANUFACTURERS X T �- RADE RINGS (MIN.) WITH 6" o 0 o e o REINFORCEMENT
,,. 20' ON CENTER IN TRENCH.
D- Outelde Pipe Diameter 1.25' (12
DETAILS. a O _ p eg ° WALL j (12') '� 2 -4 "0 PVC FOR FUTURE j Q
2.33' (24 2. , AIO ❑n❑ 4 2. INSTALL 3" BLUEBOARD co i
3.00' (30 nnnn a INSULATION VERTICALL - ONDUITS AND PUMP PIPING ( QL>
((36'7 ::•... " s ( INSTALLS' STUB OUTSIDE OF NOTE:
3.50'
• • • n ry 0000no BETWEEN THE CATCH ( THIS STRUCTURE IS SHOWN TO BE
• • • • • •. • • „af; ' Tw = nonoanon❑ ) CONSTRUCTED WITHOUT A CONCRETE
F =Frost Depth Required = 7.0' Water, o BASIN AND ANY 24 THE ROAD AND CAP Q
..,� ♦ • .. • • .. s r .h rtrn," I $6 nseann❑ o 013113 105 6.5' Sewer • •�•,•• , ;.,• a,„ �*'� A DJACENT WATER OR SLAB PER THE DIRECTIVES OF THE Z
X =Earthen Backflll Cover �•„ io ❑no 001300 v " CAST IRON OR ALUM. MANHOLE Q p
s SEWER MAIN WITHIN . o
�'` 13 001300 nao * M o TEPS, 'S N
t , ws ❑ooa 6 -FEET. POSITION OVER SHELF IN MEADOW000 HOA AND IT z "
` ' • i ?,'' t y 3 nnn 0 1 VERTICAL LINE AT 15 o.c. MAX. ( Q • REPRESENTATIVES. THIS STRUCTURE IS
If
X 2 W=10'-Y: W=10'-Y: H =2' -2" Tw =6' -0' If X 2 W 12' -0': H =3' -10" Tw =4' -3' • $ '. t, �'' �PRO�TE F `t o 4 Q NOT LOAD RATED WITHOUT THE SLAB
4 6' x 6' " ° ` ECCENTRIC CONE
8' -3 ": H =2' -2" 4' -0' If X =3, W=10' -0': H =3' -0" Tw =4' -o' SILT FABRIC fi, 1 k. 8 THICK, 6x6 VAULT SHALL BE INSTALLED. FAILURE TO INSTALL THE cc
If X =3, W =
It X =4, W =6' -3 H =1 -2' Tw =2' -0' If X =4, W= 9' -0 ": H =2' -6' Tw =4' -Ow ANCHORED IN TRH - 4000 PSI_ WATERPRODF FLEXIBLE PLASTIC SEALING ` "' Q SLAB MAY RESULT DAMAGE TO THE
If X =5, W=4' -3 : H =t' -2" Tw =2' -0' If X =5, W=9' -0 ": H =2' -6" Tw -4' -0 BURY UPSLOPE END OF BLANKET IN TRENCH CONCRETE SLAB 0 0 0 0 0 STRUCTURE AND ANY VEHICLES WHICH
O SLOPE FLOW PER PLAN * WITH FIBER MESH COMPOUND (RAM -NEK) AT MAY DRIVE OVER IT.
A TRENCH 6 DEEP BY 6 WIDE r ALL JOINTS
24X6 , W =11 , -4 , -2' Tw =5 FL
36 "e Ptne a ' N =� '' REINFORCEMENT
, W ': H =3 ' -0' If X =2, W =12' -6': H =4' -3" Tw =4' -0" ... O ;T r z
If X =3, W=9' -4
" H =3' -2' Tw =3' -0' If X =3, W=10' -6 ": H =3' -3" Tw=4 DITCH
' -0' O W • . ' . . U
If X =2
If X =4, W =T -4 ": H =2' -2" Tw =3' -0' If X =4, W=10' -6 ": H =3' -3' Tw=4' -0' • :.•�.�.•: �>• , ,�5>< �,; s�` " -,-,. OF .._ _. -__ -. .._._- _..
5' -4': H =2' -2" Tw =3' -0' If X =5, W =10' -6 ": H =3' -3" Tw=4' -0' 6"
�•�" ` ' 2�' DUCTILE IRON FRAME A
If X =5, W = (n m
.::�•:'•. _ • i } " SOLID LID H -25 RATED � 30 "0 PVC AND H- 25 RATED) 3' MIN.
..... .. r 8 W CONCRETE SLAB w o ASPHALT ROAD
C. Insulation thickness Is related to the Freezing Index (F- Da)s). The Freezing , .•� •, _ . • ,* 2x1��Y,d:. S*£` - ^ / I yyJJ
Index for Aspen, Colorado = 1694 7-Days at a 100yr return period. Per Dow ` �: • : ' �•� • , �'y . + � .� ASPHALT ROAD y m -X F
Chemical Company, 2S" of Styrofoam (Blueboard) High Load -40 Insulation Is ,y ;;za • • ?-;�i it > . Q : < y '� /! , ` "�� Q
required. v J, ..4 r, -., >
Z . FABRIC7t �
D. In the event that the excavated trench width I DIRECTION
Teeter than the minimum PLACE BLANK PARALLEL TO THE
�/ • • • OF FLOW
9 T • . .. RE 'u ..�i*?_�.vf '"� ..w r f far' '..���','..N.. r {;� ,* r ,"'
T ANCNORB) IN TRENCH PLACE BLANKET P ICTION FLO . _�� t c� c� NOTE
shown, the Styrofoam width shall extended to match the trench width. AND ANCHOR SECURELY. BRING BLANKET TO A LEVEL W 00 ;` �,,,� F r z 2 3: o O
I TRENCH WIDTH I y F NOT JOIN STRIPS IN THE CENTER OF THE DITCH. USE �- z t1 w
AREA BEFORE TERMINATING THE INSTALIAiION. r r. � x x Z UJ C3
(Iw) CHECK SLOTS AS REQUIRED. ° . 3 2 1. TO BE INSTALLED PER
VARIES - x " Z v a ° o CONCRETE MORTAR ~ DETAILS.
LIMIT OF SLOPING ...° E x m �¢ THE MANUFACTURER'S O
Soil Retention Blanket Installation h, z �+
OR BENCHING OF a RECAST CONCRETE BASE �Yx
* ° TRENCH WALLS „ * ? SNOUT AND c i u ✓ ° 2. INSTALL 3' 00
° N.TS. ALL MATERIALS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS s' NOTE: r t- P �.^.; M
2.5" STYROFOAM o o WATERTIGHT VAULT MAY SE CORED IN ¢ 0 ei
� ,i w o OIL SKIRT �'�'�" �' �' • m � BLUEBOARD -� O
° ° wrsox so AiWAOX 90 m w Water Feature Vault T _ m INSULATION
° o HIGH LOAD -40 To EACH onmc To rat acme ADAPTERS ¢ -� THE FUTURE FOR PUMP 'w a VERTICALLY BETWEEN iii
INSULATION ON AtPaox y ao FOR ADS 30 N.T.S. CORDS AND PIPING. n > ¢ THE CATCH BASIN N L' UJ
4 " ° ° °. °
TRENCH SIDEWALLS to eAal oOleR LOG FLOW N -12 -WT �, : 1 > a AND ANY ADJACENT 11
O
AND OVER THE 1 - WATER OR SEWER
BEDDING MATERIAL ,'
D CLASS 6 AGGREGATE ENTRENCH 3' " GUTTER OR EDGE OF EXISTING r ? t N V o0
BASE COURSE SAWCUT LINE 78 MIN FRONT EDGE OF CURB AND 4 r v MAIN WITHIN 6 -FEET. o rl W
INSULATION OVER THE PIPE x o r
ASPHALT " N *S ] WATER TIGHT d N
NOTE "ASPHALT 4 ,4j?s M ADAPTORS 3 O
LOCATE EROSION LOGS IN NATURAL GROUND S
I TRENCH WIDTH I AT THE OUTSIDE EDGE OF CONCREIE ASPKALT AS L 24 >� 6 2 13 c ,60
(• V / ( ' / APRON IF APRON IS TO BE USED. 24" -30" 6" CLASS 6 ABC � +� - a W
12 NEW OMPACTED TO 95% a 2
LIMIT OF SLOPING / J EXISTING Q ✓ c m y w
o �. / i r BASE MIN. BASE STANDARD PROCTOR v+ v nsyu< - s a
OR BENCHING OF / �- nn tV SECTION B-13
TRENCH WALLS / B B / I ! �� �('�- CLASS 6 ABC O OO CLASS 6 ABC COMPACTED �� w in 3 of
" / / / // // 6" �� 6" MIN. J COMPACTED IN 12" g^ IN 12" LIFTS TO 95% E - M
x 2.5 STYROFOAM / / / �� �� �� �� �� �� �� �� \ STANDARD PROCTOR d
°
INSULATION LOAD-40
LATION ON / B / / / // / B STANDARD PROCTOR /
° ISU / / / �
TRENCH SID EWLLS c
= / / SAWCUT LINE d
AND BEDDING MATERIAL Nyloplast 2 Road and Highway Structure
D CLASS 6 AGGREGATE / n Castle Creek Sawcut
PLAN VIEW
BASE COURSE l ' �/ i f lr l l j �/ ll �r�l EROSION LOG ,/ / /! Nyloplast �� Drain Basin NTS. NSS.
INSULATION UNDER THE PIPE �� / �/ WOOD
�` / �/ STAKE
N.TS.
Pipe Insulation Temp. Er Logs / / 1 / /� /� // , !� ��` // / f EROSION LOG FOR NYLOPLAST STRUCTURES B,C, & D
0 AROUND FES --
N.T.S. Has. AROUN INLET 1 D C4
Lo
LIMITS OF THE NAG -P550 EROSION CONTROL FABRIC
3 " - ►) SLOT C " V N Ld
1 O . t _ - _. ' �.�gfi- ,�..nM��Nr-
8" GATE VALVE WITH 11/ • < 3 " Gr CL
TOP OF DAM - A VALVE BOX AND /4 CL O
ELEV.= 7990'1 , �� f'' r 24" CPP FES W/ KEY INSTALLED GRATE 2 & T 3 /8 R 3" 11 /16 " x t' f�C n" Q
TRASH GUARD
INV. =7984.0 SLATTED HOLE
BROAD CRESTED WEIR y EXISTING 3:1 SIDE 3" X 1 /4 ° " M
ELEV.-7987.0' %!`i ��i %,� GROUND ' SLOPE TOP OF BERM FLAT 3/16
� ' � ELEV. =7986.0 � �
WASHER
- - - - - - �� / SLOPE E SLOT DETAIL
DAILY RASE= 7985.0 „ � �� � / �'„ � �� _ _ < � ��
EXCAVATE A SUMP -
S "4 SCH. INLET
15 /t6'CLR 0
40 PVC- j �� �iA�V� ������ � � "'i i�� SO ' AREA AROUND THE ��i� ii �ij "
5
INV. 7884.0' y\ �. �` �i �� ��,A tF 8 SCH PV �;���� �� �.�, /8 X 8'
�� ��� .�� �� �i� % , /�, /:� /� /���A /�✓ �G ,'��i >:i BOLT TV4 3 X
24
�> ALTERNATE SLOT AND
�` CPP
�> i r ��
HOLD DOWN PLATE DETAIL
8 "� PVC TEE. RISER 3' CV
A-
AND REMOVABLE LID 90' & 22-1/2 � ` �,; >ij% MEET WALL O
4'(L)x3'(W)x3' IS CAGE WITH 2 "0 AIR SECTION VIEW 8 "X24" TEE to
BARS WITH A HINGED TOP, RE 7985.0' INV. =7982.86 GRATE INSTALLATION DETAIL
GALVANIZED AND WRAPPED .O
d.
WITH GALVANIZED WIRE MESH
(2" MAX. SPACING) GENERAL NOTES
INSTALL AT THE EAST END OF THE D O
!9
DAM SO THAT OVERFLOW WATERS 1. CONCRETE SHALL BE CLASS B. MAY BE O
FLOW ACROSS NATIVE SOIL AND 31/ x 1/ CAST -IN -PLACE OR PRECAST. 4)
LINE W/ NAG -P550 NOT DOWN THE DAM BANKS. FIAT 2. SEE PLANS FOR SIZE AND LOCATION OF > O
EROSION FABRIC AND 36' 3' x 1/ 8' SCH. 40 PVC FLAT CL D I - CULVERTS.
R
NATIVE GRASSES 8 0 PVC TEE, RISER AND 3. STRUCTURAL STEEL FOR GRATES AND GRATE i y
REMOVABLE LID WITH 2 "0 AIR SERVICE FLOW PIPE S4 x 77 - 4O1/ S4 x 7.7 INSTALLATION HARDWARE SHALL BE GALVANIZED E f�
INV. 7984.0 -' +t O
RELEASE HOLE / BEAMS (_ /4) AND SHALL BE IN ACCORDANCE WITH 712.06.
INV =7985.0 /r - 1 / 2 % x 1/ 4'
k 4 j 3 /4 4. STANDARD INLET GRATES SHALL BE USED. 4 �- y" 0
., 18' / / FIAT v O D
12 /Q`I CENTERl1NE OF SEAL 5. STEPS SHALL BE PROVIDED AND SHALL BE IN C V � . GRATE PARALLEL BOTH SIDES � ACCORDANCE WITH AASHTO M 199.
NTRAIL k T 1 y /1 -'
BROAD CRESTED 87. y /�� /// _ -_ wo TOP OF DAM OF ROADWAY NE y -3/16 6. REINFORCING BARS SHALL BE EPDXY COATED, <? N O d
V W
r -r
I ti / $ ¢ 2 ELEV =7990'1 1 ' AND DEFORMED, AND SHALL HAVE A 2 MINIMUM O O
/16 CL y .
r / SO 1 > 3 F 3" x /4 CLEARANCE. -
FIAT
- .h3 /�s (t /af SECTION D -D
(� FAC�ATE 41�,s CD Type -D Inlet, Level Grate a
( OPEN
x� +_ GALVANIZING)
M
4 KEY FABRIC INTO- - - - -+I N.TS. t
v
+- a
/ 8 ,_ EIVE y
�� �� �/ ' THE SOIL, G DEPART�dE
ALL 5/ 1
_k t 26 8 " ( ±/4�
/ }- EDGES OCT 0 9 2010 'a 3
" � fig{ tt oN S STANDARD INLET GRATE A6PEN J
6:1 SIDE SLOPE -
EAST ,
oN � t } j� r`�� r� � ' >
8 "O SCH.40 PVC BUILDL�J}
OUTFLOW PIPE ® 1% MIN.
11= 7985.0 3
O
F 47'
TOP_lO..
t•Fi0' 4« - -.�
q
TRANSVERSE
CROSS SECTION
FILE INFO•
PROJECT NO. "
07039
PROJECT NAME:
Meadowood Sub.
SD-2
36" CPP
• LID 1/8 TO 1/4
A. "
USE A 4 OVERLAP WHEREVER TWO CHECK SLOTS SHOULD BE MADE EVERY 18. INSERT A__._:; RECOMMENDED 8" THICK 7
At �oee um, Insulation must he used when crossing water or sewn mains BELOW FINISH GR
WIDTHS OF BLANKET ARE APPLIED USE A 6' OVERLAP WHEREVER? ONE 4 FOLD OF THE BLANKET INTO A TRENCH 6' MADE BY 6' I'" 6' -0" - -� NOTE: A WORD 'STORM �- -'- > - 5 0" m
O SIDE BY SIDE. STAPLE PATTERN: O ROLL OF BLANKET ENDS AND DEEP AND TAMP FIRMLY. LAY THE BLANKET SMOOTHLY ON ON COVER ' FINISH GRADE COVER 5'x6 4000 PSI CONCRETE
" 1. TO BE INSTALLED PER 3 REINFORCED CONCRETE SLAB WITH FIBER MESH
B. Total Insulation width, Including vertical legs: MINIMUM 3 PER SQUARE YARD. ANOTHER BEGINS. THE SURFACE OF THE SOIL DO NOT STRETCH THE i
W=3D +2[F (X +D+0.5)] where 0/ BLANKET, AND DO NOT ALLOW WRINKLES. INSTALL STAPLE THE MANUFACTURERS X T �- RADE RINGS (MIN.) WITH 6" o 0 o e o REINFORCEMENT
,,. 20' ON CENTER IN TRENCH.
D- Outelde Pipe Diameter 1.25' (12
DETAILS. a O _ p eg ° WALL j (12') '� 2 -4 "0 PVC FOR FUTURE j Q
2.33' (24 2. , AIO ❑n❑ 4 2. INSTALL 3" BLUEBOARD co i
3.00' (30 nnnn a INSULATION VERTICALL - ONDUITS AND PUMP PIPING ( QL>
((36'7 ::•... " s ( INSTALLS' STUB OUTSIDE OF NOTE:
3.50'
• • • n ry 0000no BETWEEN THE CATCH ( THIS STRUCTURE IS SHOWN TO BE
• • • • • •. • • „af; ' Tw = nonoanon❑ ) CONSTRUCTED WITHOUT A CONCRETE
F =Frost Depth Required = 7.0' Water, o BASIN AND ANY 24 THE ROAD AND CAP Q
..,� ♦ • .. • • .. s r .h rtrn," I $6 nseann❑ o 013113 105 6.5' Sewer • •�•,•• , ;.,• a,„ �*'� A DJACENT WATER OR SLAB PER THE DIRECTIVES OF THE Z
X =Earthen Backflll Cover �•„ io ❑no 001300 v " CAST IRON OR ALUM. MANHOLE Q p
s SEWER MAIN WITHIN . o
�'` 13 001300 nao * M o TEPS, 'S N
t , ws ❑ooa 6 -FEET. POSITION OVER SHELF IN MEADOW000 HOA AND IT z "
` ' • i ?,'' t y 3 nnn 0 1 VERTICAL LINE AT 15 o.c. MAX. ( Q • REPRESENTATIVES. THIS STRUCTURE IS
If
X 2 W=10'-Y: W=10'-Y: H =2' -2" Tw =6' -0' If X 2 W 12' -0': H =3' -10" Tw =4' -3' • $ '. t, �'' �PRO�TE F `t o 4 Q NOT LOAD RATED WITHOUT THE SLAB
4 6' x 6' " ° ` ECCENTRIC CONE
8' -3 ": H =2' -2" 4' -0' If X =3, W=10' -0': H =3' -0" Tw =4' -o' SILT FABRIC fi, 1 k. 8 THICK, 6x6 VAULT SHALL BE INSTALLED. FAILURE TO INSTALL THE cc
If X =3, W =
It X =4, W =6' -3 H =1 -2' Tw =2' -0' If X =4, W= 9' -0 ": H =2' -6' Tw =4' -Ow ANCHORED IN TRH - 4000 PSI_ WATERPRODF FLEXIBLE PLASTIC SEALING ` "' Q SLAB MAY RESULT DAMAGE TO THE
If X =5, W=4' -3 : H =t' -2" Tw =2' -0' If X =5, W=9' -0 ": H =2' -6" Tw -4' -0 BURY UPSLOPE END OF BLANKET IN TRENCH CONCRETE SLAB 0 0 0 0 0 STRUCTURE AND ANY VEHICLES WHICH
O SLOPE FLOW PER PLAN * WITH FIBER MESH COMPOUND (RAM -NEK) AT MAY DRIVE OVER IT.
A TRENCH 6 DEEP BY 6 WIDE r ALL JOINTS
24X6 , W =11 , -4 , -2' Tw =5 FL
36 "e Ptne a ' N =� '' REINFORCEMENT
, W ': H =3 ' -0' If X =2, W =12' -6': H =4' -3" Tw =4' -0" ... O ;T r z
If X =3, W=9' -4
" H =3' -2' Tw =3' -0' If X =3, W=10' -6 ": H =3' -3" Tw=4 DITCH
' -0' O W • . ' . . U
If X =2
If X =4, W =T -4 ": H =2' -2" Tw =3' -0' If X =4, W=10' -6 ": H =3' -3' Tw=4' -0' • :.•�.�.•: �>• , ,�5>< �,; s�` " -,-,. OF .._ _. -__ -. .._._- _..
5' -4': H =2' -2" Tw =3' -0' If X =5, W =10' -6 ": H =3' -3" Tw=4' -0' 6"
�•�" ` ' 2�' DUCTILE IRON FRAME A
If X =5, W = (n m
.::�•:'•. _ • i } " SOLID LID H -25 RATED � 30 "0 PVC AND H- 25 RATED) 3' MIN.
..... .. r 8 W CONCRETE SLAB w o ASPHALT ROAD
C. Insulation thickness Is related to the Freezing Index (F- Da)s). The Freezing , .•� •, _ . • ,* 2x1��Y,d:. S*£` - ^ / I yyJJ
Index for Aspen, Colorado = 1694 7-Days at a 100yr return period. Per Dow ` �: • : ' �•� • , �'y . + � .� ASPHALT ROAD y m -X F
Chemical Company, 2S" of Styrofoam (Blueboard) High Load -40 Insulation Is ,y ;;za • • ?-;�i it > . Q : < y '� /! , ` "�� Q
required. v J, ..4 r, -., >
Z . FABRIC7t �
D. In the event that the excavated trench width I DIRECTION
Teeter than the minimum PLACE BLANK PARALLEL TO THE
�/ • • • OF FLOW
9 T • . .. RE 'u ..�i*?_�.vf '"� ..w r f far' '..���','..N.. r {;� ,* r ,"'
T ANCNORB) IN TRENCH PLACE BLANKET P ICTION FLO . _�� t c� c� NOTE
shown, the Styrofoam width shall extended to match the trench width. AND ANCHOR SECURELY. BRING BLANKET TO A LEVEL W 00 ;` �,,,� F r z 2 3: o O
I TRENCH WIDTH I y F NOT JOIN STRIPS IN THE CENTER OF THE DITCH. USE �- z t1 w
AREA BEFORE TERMINATING THE INSTALIAiION. r r. � x x Z UJ C3
(Iw) CHECK SLOTS AS REQUIRED. ° . 3 2 1. TO BE INSTALLED PER
VARIES - x " Z v a ° o CONCRETE MORTAR ~ DETAILS.
LIMIT OF SLOPING ...° E x m �¢ THE MANUFACTURER'S O
Soil Retention Blanket Installation h, z �+
OR BENCHING OF a RECAST CONCRETE BASE �Yx
* ° TRENCH WALLS „ * ? SNOUT AND c i u ✓ ° 2. INSTALL 3' 00
° N.TS. ALL MATERIALS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS s' NOTE: r t- P �.^.; M
2.5" STYROFOAM o o WATERTIGHT VAULT MAY SE CORED IN ¢ 0 ei
� ,i w o OIL SKIRT �'�'�" �' �' • m � BLUEBOARD -� O
° ° wrsox so AiWAOX 90 m w Water Feature Vault T _ m INSULATION
° o HIGH LOAD -40 To EACH onmc To rat acme ADAPTERS ¢ -� THE FUTURE FOR PUMP 'w a VERTICALLY BETWEEN iii
INSULATION ON AtPaox y ao FOR ADS 30 N.T.S. CORDS AND PIPING. n > ¢ THE CATCH BASIN N L' UJ
4 " ° ° °. °
TRENCH SIDEWALLS to eAal oOleR LOG FLOW N -12 -WT �, : 1 > a AND ANY ADJACENT 11
O
AND OVER THE 1 - WATER OR SEWER
BEDDING MATERIAL ,'
D CLASS 6 AGGREGATE ENTRENCH 3' " GUTTER OR EDGE OF EXISTING r ? t N V o0
BASE COURSE SAWCUT LINE 78 MIN FRONT EDGE OF CURB AND 4 r v MAIN WITHIN 6 -FEET. o rl W
INSULATION OVER THE PIPE x o r
ASPHALT " N *S ] WATER TIGHT d N
NOTE "ASPHALT 4 ,4j?s M ADAPTORS 3 O
LOCATE EROSION LOGS IN NATURAL GROUND S
I TRENCH WIDTH I AT THE OUTSIDE EDGE OF CONCREIE ASPKALT AS L 24 >� 6 2 13 c ,60
(• V / ( ' / APRON IF APRON IS TO BE USED. 24" -30" 6" CLASS 6 ABC � +� - a W
12 NEW OMPACTED TO 95% a 2
LIMIT OF SLOPING / J EXISTING Q ✓ c m y w
o �. / i r BASE MIN. BASE STANDARD PROCTOR v+ v nsyu< - s a
OR BENCHING OF / �- nn tV SECTION B-13
TRENCH WALLS / B B / I ! �� �('�- CLASS 6 ABC O OO CLASS 6 ABC COMPACTED �� w in 3 of
" / / / // // 6" �� 6" MIN. J COMPACTED IN 12" g^ IN 12" LIFTS TO 95% E - M
x 2.5 STYROFOAM / / / �� �� �� �� �� �� �� �� \ STANDARD PROCTOR d
°
INSULATION LOAD-40
LATION ON / B / / / // / B STANDARD PROCTOR /
° ISU / / / �
TRENCH SID EWLLS c
= / / SAWCUT LINE d
AND BEDDING MATERIAL Nyloplast 2 Road and Highway Structure
D CLASS 6 AGGREGATE / n Castle Creek Sawcut
PLAN VIEW
BASE COURSE l ' �/ i f lr l l j �/ ll �r�l EROSION LOG ,/ / /! Nyloplast �� Drain Basin NTS. NSS.
INSULATION UNDER THE PIPE �� / �/ WOOD
�` / �/ STAKE
N.TS.
Pipe Insulation Temp. Er Logs / / 1 / /� /� // , !� ��` // / f EROSION LOG FOR NYLOPLAST STRUCTURES B,C, & D
0 AROUND FES --
N.T.S. Has. AROUN INLET 1 D C4
Lo
LIMITS OF THE NAG -P550 EROSION CONTROL FABRIC
3 " - ►) SLOT C " V N Ld
1 O . t _ - _. ' �.�gfi- ,�..nM��Nr-
8" GATE VALVE WITH 11/ • < 3 " Gr CL
TOP OF DAM - A VALVE BOX AND /4 CL O
ELEV.= 7990'1 , �� f'' r 24" CPP FES W/ KEY INSTALLED GRATE 2 & T 3 /8 R 3" 11 /16 " x t' f�C n" Q
TRASH GUARD
INV. =7984.0 SLATTED HOLE
BROAD CRESTED WEIR y EXISTING 3:1 SIDE 3" X 1 /4 ° " M
ELEV.-7987.0' %!`i ��i %,� GROUND ' SLOPE TOP OF BERM FLAT 3/16
� ' � ELEV. =7986.0 � �
WASHER
- - - - - - �� / SLOPE E SLOT DETAIL
DAILY RASE= 7985.0 „ � �� � / �'„ � �� _ _ < � ��
EXCAVATE A SUMP -
S "4 SCH. INLET
15 /t6'CLR 0
40 PVC- j �� �iA�V� ������ � � "'i i�� SO ' AREA AROUND THE ��i� ii �ij "
5
INV. 7884.0' y\ �. �` �i �� ��,A tF 8 SCH PV �;���� �� �.�, /8 X 8'
�� ��� .�� �� �i� % , /�, /:� /� /���A /�✓ �G ,'��i >:i BOLT TV4 3 X
24
�> ALTERNATE SLOT AND
�` CPP
�> i r ��
HOLD DOWN PLATE DETAIL
8 "� PVC TEE. RISER 3' CV
A-
AND REMOVABLE LID 90' & 22-1/2 � ` �,; >ij% MEET WALL O
4'(L)x3'(W)x3' IS CAGE WITH 2 "0 AIR SECTION VIEW 8 "X24" TEE to
BARS WITH A HINGED TOP, RE 7985.0' INV. =7982.86 GRATE INSTALLATION DETAIL
GALVANIZED AND WRAPPED .O
d.
WITH GALVANIZED WIRE MESH
(2" MAX. SPACING) GENERAL NOTES
INSTALL AT THE EAST END OF THE D O
!9
DAM SO THAT OVERFLOW WATERS 1. CONCRETE SHALL BE CLASS B. MAY BE O
FLOW ACROSS NATIVE SOIL AND 31/ x 1/ CAST -IN -PLACE OR PRECAST. 4)
LINE W/ NAG -P550 NOT DOWN THE DAM BANKS. FIAT 2. SEE PLANS FOR SIZE AND LOCATION OF > O
EROSION FABRIC AND 36' 3' x 1/ 8' SCH. 40 PVC FLAT CL D I - CULVERTS.
R
NATIVE GRASSES 8 0 PVC TEE, RISER AND 3. STRUCTURAL STEEL FOR GRATES AND GRATE i y
REMOVABLE LID WITH 2 "0 AIR SERVICE FLOW PIPE S4 x 77 - 4O1/ S4 x 7.7 INSTALLATION HARDWARE SHALL BE GALVANIZED E f�
INV. 7984.0 -' +t O
RELEASE HOLE / BEAMS (_ /4) AND SHALL BE IN ACCORDANCE WITH 712.06.
INV =7985.0 /r - 1 / 2 % x 1/ 4'
k 4 j 3 /4 4. STANDARD INLET GRATES SHALL BE USED. 4 �- y" 0
., 18' / / FIAT v O D
12 /Q`I CENTERl1NE OF SEAL 5. STEPS SHALL BE PROVIDED AND SHALL BE IN C V � . GRATE PARALLEL BOTH SIDES � ACCORDANCE WITH AASHTO M 199.
NTRAIL k T 1 y /1 -'
BROAD CRESTED 87. y /�� /// _ -_ wo TOP OF DAM OF ROADWAY NE y -3/16 6. REINFORCING BARS SHALL BE EPDXY COATED, <? N O d
V W
r -r
I ti / $ ¢ 2 ELEV =7990'1 1 ' AND DEFORMED, AND SHALL HAVE A 2 MINIMUM O O
/16 CL y .
r / SO 1 > 3 F 3" x /4 CLEARANCE. -
FIAT
- .h3 /�s (t /af SECTION D -D
(� FAC�ATE 41�,s CD Type -D Inlet, Level Grate a
( OPEN
x� +_ GALVANIZING)
M
4 KEY FABRIC INTO- - - - -+I N.TS. t
v
+- a
/ 8 ,_ EIVE y
�� �� �/ ' THE SOIL, G DEPART�dE
ALL 5/ 1
_k t 26 8 " ( ±/4�
/ }- EDGES OCT 0 9 2010 'a 3
" � fig{ tt oN S STANDARD INLET GRATE A6PEN J
6:1 SIDE SLOPE -
EAST ,
oN � t } j� r`�� r� � ' >
8 "O SCH.40 PVC BUILDL�J}
OUTFLOW PIPE ® 1% MIN.
11= 7985.0 3
O
F 47'
TOP_lO..
t•Fi0' 4« - -.�
e
0
0
c
fi
F
0
0
0
a e
� o
o
8 �
0
= xo
o�
HOLTON POND
EXISTING GRADE
XISTING VEGETATION TO BE
PROTECTED, APPROXIMATE
LOCATION (FIELD VERIFY)
APPROXIMATE
LIMITS OF DISTURBANCE &
FOREBAY LANDSCAPE
PROJECT LIMITS
\ EXISTING SERVICEBERRIES
TO REMOVE, APPROXIMATE
MEADOWOOD DRIVE LOCATION (FIELD VERIFY)
LANDSCAPE BOULDER
WALL TO RETAIN GRADE
STORM PIPE OUTLET
PER CIVIL DWGS.
�N
O
'7 Q
1a/ � _
s>,
0
y y y
N Y W W
+ + +
t +
W W W W
- W W y
/ W v W
` /�//�,\ W ,J W W W
W
W
N 0 5 10 20
SCALE: 1"= 10' -0"
LEGEND
EXISTING TREES TO PROTECT
(FIELD VERIFY LOCATION)
j ���� • REMO
a i' (FIELD VERIFY LOCATIO
• PROPOSED GAMBEL OAK
PROPOSED SERVICEBERRY
PLANT LIST
W W /
W W
W
3:1 SIDE
SLOPES
a NATIVE SEED MIX
PER 2007 CITY OF ASPEN
IMPROVED SEED LIST- UPPER BIG
MOUNTAIN SAGE INTERFACE
1 1D WETLAND SEED MIX
SEE PLANT LIST
NOTES
1. FIELD VERIFY ALL DIMENSIONS AND EXISTING FACILITIES / PLANTS.
2. SEE CIVIL ENGINEERING SHEETS FOR GRADING AND ACTUAL LIMITS OF DISTURBANCE.
3. SEE CIVIL ENGINEERING SHEETS FOR PIPE SIZING AND INSTALLATION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, IRRIGATION SYSTEM,
LANDSCAPING, PAVEMENTS OR STRUCTURES THAT IS A RESULT OF HIS WORK AT NO ADDITIONAL COST TO THE
OWNER.
5. OWNERS REPRESENTATIVE TO INSPECT AND APPROVE ALL PLANT MATERIALS PRIOR TO INSTALLATION.
6. PROVIDE SMOOTH AND LEVEL TRANSITIONS BETWEEN NEW AND EXISTING MATERIALS AND GRADES.
7. STOCKPILE TOP SOIL AFTER CLEARING OPERATIONS. OVER EXCAVATE AS NECESSARY TO ALLOW FOR 6" TOP
SOIL DEPTH IN DISTURBED AREAS. SUPPLEMENT STOCKPILED TOPSOIL WITH LOCALLY SOURCED TOPSOIL AS
NECESSARY.
8. ANY MODIFICATIONS TO THE LANDSCAPE PLAN SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE AND
ASPEN PARKS DEPARTMENT.
9. LOCATE PLANTS AS SHOWN ON PLANS. CONTRACTOR TO FLAG PLANT LOCATIONS FOR VERIFICATION BY
OWNER OR OWNER'S REPRESENTATIVE PRIOR TO DIGGING AND INSTALLING PLANTS.
10. PLANTS TO ADHERE TO REQUIREMENTS OF ANSI 260.1 FOR QUALITY.
11. CONTRACTOR TO VERIFY ALL PLANT QUANTITIES.
12. ALL PLANT MATERIAL SHALL BE IRRIGATED BY AUTOMATIC IRRIGATION SYSTEM; IRRIGATION SYSTEM TO BE
INCORPORATED INTO SITE'S EXISTING SYSTEM. IRRIGATION SYSTEM TO BE DESIGN - BUILD.
13. COORDINATE CONSTRUCTION OF IRRIGATION SYSTEM AND PLANT INSTALLATION WITH CITY OF ASPEN PARKS
(920- 5120). A DORMANT SEEDING APPLICATION MAY BE NECESSARY, PENDING THE CONSTRUCTION TIMING AND
PARKS' INPUT.
14. IRRIGATION INSTALLER TO PROVIDE SHOP DRAWING OF IRRIGATION SYSTEM AND EQUIPMENT FOR REVIEW BY
OWNER; AS -BUILT IRRIGATION SYSTEM IS TO BE SUBMITTED TO OWNER UPON COMPLETION OF CONSTRUCTION.
15. INSTALL EROSION CONTROL FENCING, BALES, AND WATTLES AS NEEDED TO PROHIBIT SEDIMENT FROM
ENTERING EXISTING DRAINAGE AND DITCH FACILITIES. SEE CIVIL SHEETS FOR TEMPORARY EROSION CONTROL.
16. INSTALL EROSION CONTROL FABRIC PER CIVIL ENGINEERING DRAWINGS.
17. PROVIDE SEEDING TO LIMITS OF DISTURBANCE.
18. ALL MULCHING MATERIALS AND SEED MIXES SHOULD BE CERTIFIED WEED FREE.
19. SEED MIX IS TO BE "UPPER BIG MOUNTAIN SAGE INTERFACE ZONE SEED MIX" APPLIED AT THE CITY OF ASPEN'S
STANDARD SPECIFIED RATE.
20. ALL SEED IS TO BE SPREAD BY HAND BROADCAST OR DROPSPREADER. APPLY SEED IN TWO PASSES, AT
PERPENDICULAR ANGLES. RAKE SEED INTO TOP SOIL PRIOR TO INSTALLING EROSION CONTROL FABRIC OR
HYDROSTRAW.
21. COVER AREA WITH WEED FREE STRAW.
22. HYDROMULCH WITH TACKIFIER TO BE APPLIED OVER "UPPER BIG MOUNTAIN SAGE INTERFACE ZONE SEED MIX"
AND WEED FREE STRAW. INSTALL PHOTO - DEGRADABLE EROSION CONTROL FABRIC OVER "WETLAND SEED MIX"
(SEE NOTE 16).
23. IRRIGATE FOR A PERIOD OF TWO YEARS OR UNTIL ESTABLISHED.
24. ALL DISTURBED AREAS DURING AND AFTER CONSTRUCTION SHALL BE MAINTAINED FREE OF WEEDS. THIS WILL
REQUIRE A PROGRAM WITH A VEGETATION MANAGEMENT COMPANY TO PERFORM WEED MANAGEMENT ON THE
DISTURBED AREAS FOR A PERIOD AFTER THE COMPLETION OF THE PROJECT. (PER ASPEN PARKS)
25. DUE TO THE PROXIMITY OF THE PROJECT TO THE CITY OF ASPEN IRRIGATION POND, AMENDED PLANTING SOIL
AND FERTILIZER (SUCH AS BIOSOL) ARE NOT RECOMMENDED. SUBJECT TO REVIEW BY PARKS.
IREMENTS FOR EXCAVATION ADJACENT TO
1) PROTECTION FENCING:
A VEGETATION PROTECTION FENCE SHALL BE ERECTED AT THE DRIP LINE OF EACH INDIVIDUAL TREE OR
GROUPINGS OF TREES ON SITE. THIS FENCE MUST BE INSPECTED BY THE CITY FORESTER OR HIS /HER
DESIGNEE (920 -5120) BEFORE ANY CONSTRUCTION ACTIVITIES ARE TO COMMENCE. NO EXCAVATION,
STORAGE OF MATERIALS, STORAGE OF CONSTRUCTION BACKFILL, STORAGE OF EQUIPMENT, FOOT OR
VEHICLE TRAFFIC ALLOWED WITHIN THE DRIP LINE OF ANY TREE ON SITE.
2) EXCAVATION:
ALL EXCAVATIONS WITH IN THE DRIP ZONE WILL BE REQUIRED TO BE VERTICAL EXCAVATION ONLY WITH NO
OVER DIGGING. EXCAVATIONS WILL BE SOIL STABILIZED IN A MANNER THAT PREVENTS OVER EXCAVATION OF
THE SITE.
3) ROOT AMENDMENTS:
ALL ROOTS SHALL BE CUT PRIOR TO FULL EXCAVATION USING A CLEAN, SHARP PRUNING SAW. ALL ROOTS
WILL BE CUT FLUSH WITH THE EXPOSED SOIL LINE.
4) MULCHING:
SIX INCHES OF MULCH ARE REQUIRED TO BE PLACED WITH IN THE ZONE OF VEGETATION PROTECTION. THE
MULCH SHALL BE MAINTAINED AT A LEVEL OF 61NCHES DURING THE ENTIRE PROJECT.
5) IRRIGATION:
IRRIGATION OF TREES IS REQUIRED THROUGH OUT THE ENTIRE LENGTH OF THE PROJECT. THE CONTRACTOR
WILL SUPPLY WATER TO THE TREES AT A RATE WHICH IS APPROPRIATE FOR PROPER HEALTH. ADDITIONAL
WATERING WILL TAKE PLACE ALONG THE EDGE OF THE ROOTS CUTTING. THE CONTRACTOR WILL BE
REQUIRED TO PLACE A BURLAP PROTECTION COVER OVER THE CUT ROOTS. THE CONTRACTOR WILL
IRRIGATE THE BURLAP WITH AN APPROPRIATE AMOUNT OF WATER IN ORDER TO KEEP THE BURLAP MOIST.
NATIVE GRASS MIX
PRUNE ALL DAMAGED OR DEAD
WOOD IMMEDIATELY PRIOR TO
PLANTING.
SET SHRUB 1" HIGHER THAN THE
GRADE AT WHICH IT GREW.
DIG PLANT PIT TWICE AS WIDE
AS THE CONTAINER OR MORE.
t a` ti rjt
OCT 0 9 2010
REMOVE CONTAINER.
ROUGHEN SIDES OF PLANT PIT 8 UILC`� , !GLIEPARUIE
SCORE SIDES OF ROOT BALL
OF ROOT BOUND PLANTS ONLY
FILL PLANT PIT WITH TOP SOIL.
NOTES:
1. ANY BROKEN OR CRUMBLING ROOT BALL WILL BE REJECTED.
REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED
ROOTBALLS.
2. HOLD GRADE 1" BELOW EDGE OF WALK OR CURB (WHERE
APPLICABLE)
SHRUB PLANTING IN NATIVE AREAS
NOT TO SCALE
I I
(-
�-
URBAN DESIGN
T
TREES AND SHRUBS
�;
This document is the property
of DHM Design Corp. The ideas and
1
Professional service and Shoff not be
used for any other project without
KEY
OUANI
MIN. SIZE
I Botanic Name
z
Common Name
W
AA
41
5 Gal.
Amelanchier alnifolia
0
Mountian Serviceberry
CS
21
Gal.
Corpus sericea
f W
0
Red Osier Dogwood
QG
4
5 Gal.
Quercus gambelii
Gambel Oak
SG
Q
51
5 Gal.
Salix geyenana
0
Geyers Willow
W
W
Ld
C
G
W
�
PROJECT NUMBER: DATE
WETLAND SEED MIX
DESIGNED:
DRAWN:
CHECKED:
REVISIONS:
JOB DESCRIPTION:
SHEET TITLE:
REVEGETATION
PLAN
SHEET NUMBER:
L -1
ci �rrr 1 nr 1
MIX %
Mix
Rate
28 Ibs PLS per acre
*
—
Botanic Name
Common Name
30%
"Sodar" Elymus lanceolatus
Sodar' Streambank Wheatgrass
30%
"Peru Creek" Descham sia caes.
" Peru Creek" Tufted Hair grass
—
15%
Juncus arcticus
Arctic Rush
25%
Poa palustris
Fowl Bluegrass
—F
UPPER BIG MOUNTAIN SAGE INTERFACE
SEED '-- MIX __._
MIX %
I Mix
IRate
Per 2007 Cit of As pen i mproved seed mixl
_
NOTES
1. FIELD VERIFY ALL DIMENSIONS AND EXISTING FACILITIES / PLANTS.
2. SEE CIVIL ENGINEERING SHEETS FOR GRADING AND ACTUAL LIMITS OF DISTURBANCE.
3. SEE CIVIL ENGINEERING SHEETS FOR PIPE SIZING AND INSTALLATION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, IRRIGATION SYSTEM,
LANDSCAPING, PAVEMENTS OR STRUCTURES THAT IS A RESULT OF HIS WORK AT NO ADDITIONAL COST TO THE
OWNER.
5. OWNERS REPRESENTATIVE TO INSPECT AND APPROVE ALL PLANT MATERIALS PRIOR TO INSTALLATION.
6. PROVIDE SMOOTH AND LEVEL TRANSITIONS BETWEEN NEW AND EXISTING MATERIALS AND GRADES.
7. STOCKPILE TOP SOIL AFTER CLEARING OPERATIONS. OVER EXCAVATE AS NECESSARY TO ALLOW FOR 6" TOP
SOIL DEPTH IN DISTURBED AREAS. SUPPLEMENT STOCKPILED TOPSOIL WITH LOCALLY SOURCED TOPSOIL AS
NECESSARY.
8. ANY MODIFICATIONS TO THE LANDSCAPE PLAN SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE AND
ASPEN PARKS DEPARTMENT.
9. LOCATE PLANTS AS SHOWN ON PLANS. CONTRACTOR TO FLAG PLANT LOCATIONS FOR VERIFICATION BY
OWNER OR OWNER'S REPRESENTATIVE PRIOR TO DIGGING AND INSTALLING PLANTS.
10. PLANTS TO ADHERE TO REQUIREMENTS OF ANSI 260.1 FOR QUALITY.
11. CONTRACTOR TO VERIFY ALL PLANT QUANTITIES.
12. ALL PLANT MATERIAL SHALL BE IRRIGATED BY AUTOMATIC IRRIGATION SYSTEM; IRRIGATION SYSTEM TO BE
INCORPORATED INTO SITE'S EXISTING SYSTEM. IRRIGATION SYSTEM TO BE DESIGN - BUILD.
13. COORDINATE CONSTRUCTION OF IRRIGATION SYSTEM AND PLANT INSTALLATION WITH CITY OF ASPEN PARKS
(920- 5120). A DORMANT SEEDING APPLICATION MAY BE NECESSARY, PENDING THE CONSTRUCTION TIMING AND
PARKS' INPUT.
14. IRRIGATION INSTALLER TO PROVIDE SHOP DRAWING OF IRRIGATION SYSTEM AND EQUIPMENT FOR REVIEW BY
OWNER; AS -BUILT IRRIGATION SYSTEM IS TO BE SUBMITTED TO OWNER UPON COMPLETION OF CONSTRUCTION.
15. INSTALL EROSION CONTROL FENCING, BALES, AND WATTLES AS NEEDED TO PROHIBIT SEDIMENT FROM
ENTERING EXISTING DRAINAGE AND DITCH FACILITIES. SEE CIVIL SHEETS FOR TEMPORARY EROSION CONTROL.
16. INSTALL EROSION CONTROL FABRIC PER CIVIL ENGINEERING DRAWINGS.
17. PROVIDE SEEDING TO LIMITS OF DISTURBANCE.
18. ALL MULCHING MATERIALS AND SEED MIXES SHOULD BE CERTIFIED WEED FREE.
19. SEED MIX IS TO BE "UPPER BIG MOUNTAIN SAGE INTERFACE ZONE SEED MIX" APPLIED AT THE CITY OF ASPEN'S
STANDARD SPECIFIED RATE.
20. ALL SEED IS TO BE SPREAD BY HAND BROADCAST OR DROPSPREADER. APPLY SEED IN TWO PASSES, AT
PERPENDICULAR ANGLES. RAKE SEED INTO TOP SOIL PRIOR TO INSTALLING EROSION CONTROL FABRIC OR
HYDROSTRAW.
21. COVER AREA WITH WEED FREE STRAW.
22. HYDROMULCH WITH TACKIFIER TO BE APPLIED OVER "UPPER BIG MOUNTAIN SAGE INTERFACE ZONE SEED MIX"
AND WEED FREE STRAW. INSTALL PHOTO - DEGRADABLE EROSION CONTROL FABRIC OVER "WETLAND SEED MIX"
(SEE NOTE 16).
23. IRRIGATE FOR A PERIOD OF TWO YEARS OR UNTIL ESTABLISHED.
24. ALL DISTURBED AREAS DURING AND AFTER CONSTRUCTION SHALL BE MAINTAINED FREE OF WEEDS. THIS WILL
REQUIRE A PROGRAM WITH A VEGETATION MANAGEMENT COMPANY TO PERFORM WEED MANAGEMENT ON THE
DISTURBED AREAS FOR A PERIOD AFTER THE COMPLETION OF THE PROJECT. (PER ASPEN PARKS)
25. DUE TO THE PROXIMITY OF THE PROJECT TO THE CITY OF ASPEN IRRIGATION POND, AMENDED PLANTING SOIL
AND FERTILIZER (SUCH AS BIOSOL) ARE NOT RECOMMENDED. SUBJECT TO REVIEW BY PARKS.
IREMENTS FOR EXCAVATION ADJACENT TO
1) PROTECTION FENCING:
A VEGETATION PROTECTION FENCE SHALL BE ERECTED AT THE DRIP LINE OF EACH INDIVIDUAL TREE OR
GROUPINGS OF TREES ON SITE. THIS FENCE MUST BE INSPECTED BY THE CITY FORESTER OR HIS /HER
DESIGNEE (920 -5120) BEFORE ANY CONSTRUCTION ACTIVITIES ARE TO COMMENCE. NO EXCAVATION,
STORAGE OF MATERIALS, STORAGE OF CONSTRUCTION BACKFILL, STORAGE OF EQUIPMENT, FOOT OR
VEHICLE TRAFFIC ALLOWED WITHIN THE DRIP LINE OF ANY TREE ON SITE.
2) EXCAVATION:
ALL EXCAVATIONS WITH IN THE DRIP ZONE WILL BE REQUIRED TO BE VERTICAL EXCAVATION ONLY WITH NO
OVER DIGGING. EXCAVATIONS WILL BE SOIL STABILIZED IN A MANNER THAT PREVENTS OVER EXCAVATION OF
THE SITE.
3) ROOT AMENDMENTS:
ALL ROOTS SHALL BE CUT PRIOR TO FULL EXCAVATION USING A CLEAN, SHARP PRUNING SAW. ALL ROOTS
WILL BE CUT FLUSH WITH THE EXPOSED SOIL LINE.
4) MULCHING:
SIX INCHES OF MULCH ARE REQUIRED TO BE PLACED WITH IN THE ZONE OF VEGETATION PROTECTION. THE
MULCH SHALL BE MAINTAINED AT A LEVEL OF 61NCHES DURING THE ENTIRE PROJECT.
5) IRRIGATION:
IRRIGATION OF TREES IS REQUIRED THROUGH OUT THE ENTIRE LENGTH OF THE PROJECT. THE CONTRACTOR
WILL SUPPLY WATER TO THE TREES AT A RATE WHICH IS APPROPRIATE FOR PROPER HEALTH. ADDITIONAL
WATERING WILL TAKE PLACE ALONG THE EDGE OF THE ROOTS CUTTING. THE CONTRACTOR WILL BE
REQUIRED TO PLACE A BURLAP PROTECTION COVER OVER THE CUT ROOTS. THE CONTRACTOR WILL
IRRIGATE THE BURLAP WITH AN APPROPRIATE AMOUNT OF WATER IN ORDER TO KEEP THE BURLAP MOIST.
NATIVE GRASS MIX
PRUNE ALL DAMAGED OR DEAD
WOOD IMMEDIATELY PRIOR TO
PLANTING.
SET SHRUB 1" HIGHER THAN THE
GRADE AT WHICH IT GREW.
DIG PLANT PIT TWICE AS WIDE
AS THE CONTAINER OR MORE.
t a` ti rjt
OCT 0 9 2010
REMOVE CONTAINER.
ROUGHEN SIDES OF PLANT PIT 8 UILC`� , !GLIEPARUIE
SCORE SIDES OF ROOT BALL
OF ROOT BOUND PLANTS ONLY
FILL PLANT PIT WITH TOP SOIL.
NOTES:
1. ANY BROKEN OR CRUMBLING ROOT BALL WILL BE REJECTED.
REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED
ROOTBALLS.
2. HOLD GRADE 1" BELOW EDGE OF WALK OR CURB (WHERE
APPLICABLE)
SHRUB PLANTING IN NATIVE AREAS
NOT TO SCALE
I I
LANDSCAPE ARCHITECTURE
LAND PLANNING
URBAN DESIGN
311 Main Street, Suite 102
Carbondale, CO 816231970.963.6520
REUSE OF DOCUMENT
This document is the property
of DHM Design Corp. The ideas and
design incorporoted on this
document is on instrument of
Professional service and Shoff not be
used for any other project without
written outhoozotion or OHM Design Corp.
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PROJECT NUMBER: DATE
10.06.10
DESIGNED:
DRAWN:
CHECKED:
REVISIONS:
JOB DESCRIPTION:
SHEET TITLE:
REVEGETATION
PLAN
SHEET NUMBER:
L -1
ci �rrr 1 nr 1