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PROJ. NO.
DRAWN:
CHECKED:
DATE:
REVISIONS
© OZ ARCHITECTURE
SCALE:SHEET NUMBER
SHEET TITLE:
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NSTRU
CTION
DOCU
MEN
TS
2435 Research P
kwy, S
uite 300,C
olorado Springs, C
O 80920
719.575.0100
RE
P
RE
P
EA
ST P
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BLO
SITE
PLA
N
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1" = 10'
PUEBLO CITY-COUNTYLIBRARY
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PROJ. NO.
DRAWN:
CHECKED:
DATE:
REVISIONS
© OZ ARCHITECTURE
SCALE:SHEET NUMBER
SHEET TITLE:
ISSUED FOR:
APPROVED:
3003 LARIMER STREET
DEN
VER, CO 80205
PHO
NE 303.861.5704
ww
w.ozarch.com
05-31-2013
100% CO
NSTRU
CTION
DOCU
MEN
TS
2435 Research P
kwy, S
uite 300,C
olorado Springs, C
O 80920
719.575.0100
RE
P
RE
P
EA
ST P
UE
BLO
UTILITY
PLA
N
C3.1
1" = 10'
PUEBLO CITY-COUNTYLIBRARY
PU
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TELE
TELE
TELE
TELE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
XXXXXXXXXXXXXXXXX
4728
47294730
4731
4727
4726
4725
4731
4730
4732
4733
4726
47284727
4729
4730
4731
4732
4734
4732
4725
4724
4729
4730
4730
47314732
4733
4731
47304729
4729
4729
4728
4727
4729
4728
4730
4728
4726
4727
4730
4730
M O N U M E N T A V E N U E
7 t h S T R
E E
T
PO
ND
SE
E D
ETA
IL SH
T C2.1a
30.27
29.8 lp
29.3 lp29.24 fl
26.60
30.75
30.25
33.0 fl
28.5 btm
29.2 fg30.8 hp
30.15 hp
30.4229.2 fg
30.25
26.75
30.75
26.85
30.50
28.75
28.6528.75TC
29.75
28.75
TC
TW
30.50
TW
30.25
30.75
8.33%7.5%
30.75
27.50
47294730
29.25
32.75
30.2530.25
30.50
24.84
match exist
30.21
30.70
30.21
30.40
30.49
29.1429.38
30.02
29.81m
atch exist28.19
match exist
30.70
30.70
LIBR
AR
YFFE
= 4730.75
match exist
32.95 fl
32.8 fl
32.7 fl
32.9 fl31.1 fl
31.2 fl
31.8 fl29.5 fl
28.7
28.5
30.0 HP
AA
28.95m
atch exist
match exist
24.85
24.8730.99
match exist
29.66
30.1329.43
29.2528.60
25.38
UN
DE
RD
RA
ININ
V E
L=4725.50
UN
DE
RD
RA
ININ
V E
L=4726.35IN
STA
LL CLE
AN
OU
T
EM
ER
GE
NC
Y S
PILLW
AY
INV
EL. = 4729.2
SE
E D
ETA
IL SH
T C2.1a
PU
EB
LO C
ITY S
TAN
DA
RD
SID
EW
ALK
DR
AIN
PLA
TEA
ND
CH
AS
E
PU
EB
LO C
ITY S
TAN
DA
RD
SID
EW
ALK
DR
AIN
PLA
TEA
ND
CH
AS
E
EX
ISTIN
G C
ON
TOU
R
EX
ISTIN
G FLO
W D
IRE
CTIO
N
PR
OP
OS
ED
FLOW
DIR
EC
TION
PR
OP
OS
ED
CO
NTO
UR
30.27P
RO
PO
SE
D S
PO
T ELE
VA
TION
CO
NS
TRU
CT 11'x12'
TRA
SH
EN
CLO
SU
RE
CO
NC
RE
TE P
AD
RE
F: AR
CH
CO
NS
TRU
CT 5'x6'
TRA
NS
FOR
ME
RC
ON
CR
ETE
PA
D
EX
ISTIN
G 4' W
IDE
CO
NC
RE
TES
IDE
WA
LK TO
BE
RE
MO
VE
D
T.O.W
.=30.6FL P
IPE
=28.6
PROJ. NO.
DRAWN:
CHECKED:
DATE:
REVISIONS
© OZ ARCHITECTURE
SCALE:SHEET NUMBER
SHEET TITLE:
ISSUED FOR:
APPROVED:
3003 LARIMER STREET
DEN
VER, CO 80205
PHO
NE 303.861.5704
ww
w.ozarch.com
05-31-2013
100% CO
NSTRU
CTION
DOCU
MEN
TS
2435 Research P
kwy, S
uite 300,C
olorado Springs, C
O 80920
719.575.0100
RE
P
RE
P
EA
ST P
UE
BLO
GR
AD
ING
PLA
N
C4.1
1" = 10'
PUEBLO CITY-COUNTYLIBRARY
PU
EB
LO C
ITY-C
OU
NTY
LIBR
AR
Y
4" SO
LID P
VC
UN
DE
RD
RA
INS
EE
DE
TAIL S
HT C
2.1a
STA
IRS
6 TRE
AD
S / 7 R
ISE
RS
3.25' TOTA
L HE
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T.
PU
EB
LO C
ITY S
TAN
DA
RD
TYP
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PE
DE
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IAN
RA
MP
PR
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ED
6-INC
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ITH
PR
OP
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ED
6-INC
H C
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B A
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TTER
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UTTE
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6-INC
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B W
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GU
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6-INC
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B A
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GU
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6-INC
H C
UR
B A
ND
GU
TTER
CITY
PU
EB
LO S
TAN
DA
RD
TYP
E D
PE
DE
STR
IAN
RA
MP
13.524.009
SE
E S
HE
ET C
1.0 FOR
GR
AD
ING
NO
TES
6' WID
E C
ON
CR
ETE
SID
EW
ALK
.
RE
MO
VE
60 L.F. EX
ISTIN
G C
UR
B A
ND
GU
TTER
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EX
ISTIN
GC
ON
CR
ETE
PA
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DE
MO
LITION
/RE
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4" SLO
TTED
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ER
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SE
E D
ETA
IL SH
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VE
EX
ISTIN
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UR
B A
ND
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TTER
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VE
EX
ISTIN
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ON
C. S
IDE
WA
LK
PU
EB
LO C
ITY S
TAN
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RD
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UA
RE
PA
N A
ND
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OS
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AN
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Y A
ND
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ER
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ES
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PS
AN
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ES
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E A
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2" HO
T BITU
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OU
S A
SP
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T BITU
MIN
OU
S A
SP
HA
LT OV
ER
LAY
TEM
PO
RA
RY
ER
OS
ION
CO
NTR
OL
BLA
NK
ET O
N D
ISTU
RB
ED
SLO
PE
S
UN
DE
RD
RA
ININ
V E
L=4726.06S
WITC
H FR
OM
SO
LIDP
VC
PIP
E TO
SLO
TTED
UN
DE
RD
RA
IN P
IPE
INS
TALL TW
O-W
AY
CLE
AN
OU
T
AD
DE
ND
UM
1 - 06/14/13100%
PLA
NS
- 08/28/13
T.O.W
. = TOP
OF W
ALK
FL = FLOW
LINE
241 S.Y
.
S.Y
. = SQ
UA
RE
YA
RD
S
12 L.F. - 12" RC
P w
/ F.E.S
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RC
P = R
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FOR
CE
D C
ON
CR
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F.E.S
. = FLAR
ED
EN
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TION
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SE
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-AN
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MIN
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ISTIN
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SP
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LT PA
VE
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NT
NO
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WA
LLO
F LIBR
AR
Y
FF = 4730.75
STA
IRS
6 TRE
AD
S / 7 R
ISE
RS
3.5' TOTA
L HE
IGH
T.
S 87°16'02" W
199.90'
N 87°16'13" E
199.91'
S 02°45'24" E119.87'
N 02°45'43" W119.88'
EX
ISTIN
G 6' W
IDE
CO
NC
RE
TES
IDE
WA
LK TO
BE
RE
MO
VE
D
PU
EB
LO C
ITY S
TAN
DA
RD
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E B
PE
DE
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IAN
RA
MP
PU
EB
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ITY S
TAN
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E B
PE
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ET
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T
TC = TO
P O
F CO
NC
RE
TE
TW = TO
P O
F WA
LL
PROJ. NO.
DRAWN:
CHECKED:
DATE:
REVISIONS
© OZ ARCHITECTURE
SCALE:SHEET NUMBER
SHEET TITLE:
ISSUED FOR:
APPROVED:
3003 LARIMER STREET
DEN
VER, CO 80205
PHO
NE 303.861.5704
ww
w.ozarch.com
05-31-2013
100% CO
NSTRU
CTION
DOCU
MEN
TS
2435 Research P
kwy, S
uite 300,C
olorado Springs, C
O 80920
719.575.0100
RE
P
RE
P
EA
ST P
UE
BLO
GR
AD
ING
PLA
ND
ETA
ILS
C4.1a
1" = 10'
PUEBLO CITY-COUNTYLIBRARY
PU
EB
LO C
ITY-C
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NTY
LIBR
AR
Y
13.524.009
18" MIN
. RG
GR
OW
ING
ME
DIA
(SE
E N
OTE
3)6"MIN
. CD
OT C
LAS
S 'C
' FILTER
MA
TER
IAL (S
EE
NO
TE 5)
1" MIN
CD
OT C
LAS
S C
FILTER
MA
TER
IAL A
BO
VE
AN
D B
ELO
W U
ND
ER
DR
AIN
WQ
CV
DE
PTH
= 8"
WQ
CV
WA
TER
SU
RFA
CE
100-YR
WA
TER
SU
RFA
CE
100-YR
WS
E0.22' A
BO
VE
INLE
T GR
ATE
INFLO
W
UN
DE
RD
RA
IN/G
EO
TEX
TILE FA
BR
IC P
EN
ETR
ATIO
N D
ETA
IL
RA
IN G
AR
DE
N (R
G) D
ETA
IL
SE
CTIO
N A
-A
0.9%
TAB
LE R
G 1 - C
DO
T CLA
SS
C FILTE
R M
ATE
RIA
L GR
AD
ATIO
NS
PE
CIFIC
ATIO
NS
(SO
UR
CE
: CD
OT TA
BLE
703-7)
SIE
VE
SIZE
MA
SS
PE
RC
EN
T PA
SS
ING
SQ
UA
RE
ME
SH
SIE
VE
S
19.0 MM
(3/4”) 100
4.75 MM
(NO
. 4) 60 – 100
300 MIC
RO
-M (N
O. 50)
10 – 30
150 MIC
RO
-M (N
O. 100)
0 – 10
75 MIC
RO
-M (N
O. 200)
0 - 3
TAB
LE P
LD 3 - R
G N
ATIV
E S
EE
D M
IXTU
RE
(SO
UR
CE
: UD
FCD
MA
NU
AL V
OL 3, S
EC
TION
T-3)
CO
MM
ON
NA
ME
SC
IEN
TIFIC N
AM
E V
AR
IETY
PU
RE
LIVE
SE
ED
(LBS
PE
R A
CR
E)
(OU
NC
ES
PE
R A
CR
E)
SA
ND
BLU
ES
TEM
AN
DR
OP
OG
ON
HA
LLII G
AR
DE
N3.5
SID
EO
ATS
GR
AM
A B
OU
TELO
UA
CU
RTIP
EN
DU
LA B
UTTE
3
PR
AIR
IE S
AN
DR
EE
D C
ALA
MO
VILFA
LON
GIFO
LIA G
OS
HE
N3
IND
IAN
RIC
EG
RA
SS
OR
YZO
PS
IS H
YM
EN
OID
ES
PA
LOM
A3
SW
ITCH
GR
AS
S P
AN
ICU
M V
IRG
ATU
M B
LAC
KW
ELL
4
WE
STE
RN
WH
EA
TGR
AS
S P
AS
CO
PY
RU
M S
MITH
II A
RIB
A3
LITTLE B
LUE
STE
M S
CH
IZAC
HY
RIU
M S
CO
PA
RIU
M P
ATU
RA
3
ALK
ALI S
AC
ATO
N S
PO
RO
BO
LUS
AIR
OID
ES
3
SA
ND
DR
OP
SE
ED
SP
OR
OB
OLU
S C
RY
PTA
ND
RU
S3
PA
STU
RE
SA
GE
AR
TEM
ISIA
FRIG
IDA
2
BLU
E A
STE
R A
STE
R LA
EV
IS4
BLA
NK
ET FLO
WE
R G
AILLA
RD
IA A
RIS
TATA
8
PR
AIR
IE C
ON
EFLO
WE
R R
ATIB
IDA
CO
LUM
NIFE
RA
4
PU
RP
LE P
RA
IRIE
CLO
VE
R D
ALE
A (P
ETA
LOS
TEM
UM
) PU
RP
UR
EA
4
SU
B-TO
TALS
:28.5
22
TOTA
L LBS
PE
R A
CR
E:
29.9
RA
IN G
AR
DE
N N
OTE
S:
1. THE RAIN GARDEN
SHALL BE CON
STRUCTED IN
ACCORDAN
CE WITH THE U
DFCD MAN
UAL, VO
LUM
E 3, SECTION
T-3 (BIORETEN
TION
) - DATED NO
V. 2010.
2. THE RAIN GARDEN
BOTTO
M SU
RFACE AREA SHALL BE FLAT.
3. THE RAIN GARDEN
GROW
ING
MEDIA SHALL BE SHALL BE 18 IN
CHES (MIN
.) CON
SISTING
OF THE FO
LLOW
ING M
IXTURE (BY VO
LUM
E):
85% CO
ARSE SAND (EITHER CDO
T CLASS 'C' FILTER MATERIAL O
R ASTM C-33 SAN
D)
15% CO
MPO
ST/ SHREDDED PAPER MIXTU
RE (BY VOLU
ME):
50% CLASS 1 STA REG
ISTERED COM
POST (APPRO
X. BULK DEN
SITY = 1000 LBS/CY)
50% LO
OSELY PACKED SHREDDED PAPER (APPRO
X. BULK DEN
SITY = 50-100 LBS/CY)
PEAT SHALL NO
T BE USED
THE SUPPLIER SHALL PRO
VIDE THE RAIN G
ARDEN SAN
D/ COM
POST M
EDIA PREMIXED. SEE THE U
DFCD MAN
UAL, VO
LUM
E 3, SECTION
T-3 (BIORETEN
TION
) FOR M
ORE
DETAILS.
4. THE 4" PVC SLOTTED U
NDERDRAIN
PIPE SPECIFICATION
S SHALL BE AS FOLLO
WS:
SLOT LEN
GTH = 1 - 1/16"
MAX. SLO
T WIDTH = 0.032"
SLOT CEN
TERS = 0.413"
OPEN
AREA PER FOO
T = 1.90 IN2
5. THE PVC UN
DERDRAIN SHALL BE PLACED IN
6 INCHES O
F CDOT CLASS 'C' FILTER M
ATERIAL WITH 1" (M
IN.) O
F FILTER MATERIAL ABO
VE AND BELO
W THE PIPE. SEE TABLE
RG-1 FO
R FILTER MATERIAL SPECIFICATIO
NS.
6. GEO
TEXTILE SEPARATOR FABRIC SHALL BE IN
STALLED BETWEEN
THE FILTER MATERIAL AN
D THE SUBG
RADE AS SHOW
N IN
DETAIL. THE GEOTEXTILE SEPARATO
R FABRICSHALL M
EET THE SPECIFICATION
S IN TABLE RG-2.
THE GEO
TEXTILE FABRIC SHALL BE ATTACHED TO THE PVC U
NDERDRAIN
PIPE AT THE LOCATIO
N W
HERE THE PIPE PENETRATES THRO
UGH THE FABRIC. THIS M
AY BE DON
EW
ITH A CLAMP, GLU
E, PIPE BOO
T, OR A M
ETHOD CHO
SEN BY THE CO
NTRACTO
R.
7. A GEOM
EMBRAN
E OR GEO
TEXTILE FABRIC SHALL NO
T BE PLACED BETWEEN
THE GRO
WIN
G M
EDIA AND FILTER M
ATERIAL.
8. THE RAIN GARDEN
BOTTO
M AREA SHALL BE SEEDED W
ITH THE NATIVE FLO
WER AN
D GRASS SEED MIXTU
RE IN TABLE RG-3. ALL SEED M
UST BE W
ELL MIXED AN
DBRO
ADCAST, FOLLO
WED BY HAN
D RAKING TO
COVER SEED AN
D THEN M
ULCHED. DO
NO
T PLACE SEED WHEN
STANDIN
G W
ATER OR SN
OW
IS PRESENT O
R IF THE GROU
ND IS
FROZEN
. PROVIDE W
EED CON
TROL FO
R 2-3 YEARS.
DO N
OT U
SE SOD O
R ROCK M
ULCH.
9. PROVIDE TEM
PORARY IRRIGATIO
N O
R HAND W
ATERING U
NTIL VEG
ETATION
IS ESTABLISHED. DO N
OT IN
STALL SPRINKLER HEADS O
N FLAT SU
RFACE AREA.
IF PERMAN
ENT IRRIG
ATION
IS NECESSARY, ADJU
ST WATERIN
G SCHEDULE TO
PROVIDE THE M
INIM
UM
AMO
UN
T OF W
ATER NECESSARY.
10. THE RAIN GARDEN
SHALL NO
T BE CON
STRUCTED U
NTILL U
PSTREAM AREAS HAVE BEEN
STABILIZED INCLU
DING
COM
PLETION
OF PAVIN
G O
PERATION
S. THE CON
TRACTOR
SHALL PROTECT THE RAIN
GARDEN
AREA FROM
SEDIMEN
T LOADIN
G DU
RING CO
NSTRU
CTION
. EROSIO
N AN
D SEDIMEN
T CON
TROLS ARO
UN
D THE RAIN G
ARDEN PERIM
ETERSHALL REM
AIN IN
PLACE UN
TIL UPSTREAM
LANDSCAPIN
G HAS BEEN ESTABLISHED.
11. THE CON
TRACTOR SHALL AVO
ID OVER CO
MPACTIO
N O
F THE RAIN GARDEN
AREA DURIN
G CON
STRUCTIO
N. FEN
CING
AROU
ND THE RAIN
GARDEN AREA IS SU
GGESTED.
12. FOR CO
NSTRU
CTION
TIPS, SEE THE UDFCD M
ANU
AL, VOL. 3, SECTIO
N T-3.
RG
FLAT A
RE
A = 572 S
F SE
ED
WITH
DR
YLA
ND
GR
AS
SE
S A
ND
WILD
FLOW
ER
S. (S
EE
NO
TE 8)
ELE
V = 4728.50
ALL S
IDE
SLO
PE
S 4:1 O
R FLA
TTER
WA
TER
TIGH
T PV
C C
LEA
NO
UT C
AP
UN
DE
RD
RA
IN C
LEA
NO
UT - S
OLID
4" PV
C P
IPE
90° SW
EE
P O
R (2) 45° B
EN
DS
NA
TIVE
SO
ILS4" P
VC
SLO
TTED
UN
DE
RD
RA
INP
IPE
(SE
E N
OTE
4)
SE
E U
ND
ER
DR
AIN
/LINE
RP
EN
ETR
ATIO
N D
ETA
IL
INV
. = 4726.35
VE
GE
TATE
D B
OTTO
M A
RE
A
GE
OTE
XTILE
SE
PA
RA
TOR
FAB
RIC
SE
E N
OTE
6 AN
D TA
BLE
RG
-2
4" SO
LID P
VC
PIP
E @
0.7%
FLOW
1 LAY
ER
OF R
OLA
NK
A B
IOD
-OC
F30 O
VE
RLA
ID B
Y 1 LA
YE
R O
FR
OLA
NK
A B
IOD
-MA
T 90 (TYP
.)NTS
ER
OS
ION
CO
NTR
OL B
LAN
KE
T INS
TALLA
TION
AT E
ME
RG
EN
CY
SP
ILLWA
Y
EM
ER
GE
NC
YS
PILLW
AY
NTS
ATTA
CH
GE
OTE
XTILE
FAB
RIC
TO P
IPE
, SE
E N
OTE
6
GE
OTE
XTILE
FAB
RIC
GE
OTE
XTILE
FAB
RIC
NO
TE:
BA
CK
FILL NO
T SH
OW
N
PR
OV
IDE
SLA
CK
TO O
UTLE
T
STA
INLE
SS
STE
EL
CLA
MP
SLO
TTED
UN
DE
RD
RA
INS
OLID
PIP
E(E
XTE
ND
3"M
IN. B
EY
ON
DP
IPE
BO
OT)
TAB
LE R
G-2 FILTE
R FA
BR
IC TA
BLE
(SO
UR
CE
: UD
FCD
MA
NU
AL V
OL. 3, S
EC
TION
T-3)
AD
DE
ND
UM
1 - 06/14/13100%
PLA
NS
- 08/28/13
NTS
6" CA
TCH
CU
RB
& G
UTTE
R D
ETA
IL6" S
PILL C
UR
B &
GU
TTER
DE
TAIL
NTS
CU
RB
& G
UTTE
R D
ETA
IL
4728
47294730
4731
4727
4726
4725
4731
4730
4732
4733
4726
47284727
4729
4730
4731
4732
4734
4732
4725
4724
M O N U M E N T A V E N U E
7 t h S T R
E E
T PO
ND
SF
SF
SF
SF
SF
SF
SF
SF
SF
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