CC - Construction Drawings PLAT SHOWING BOOK , PAGE
SCALE SAGEWOOD WEST SUBDIVISION
80 ° 40 80 160 LOCATED IN THE NW114 OF SECTION 24, T. 3 N., R. 1 W., B.M.,
(FEET) CITY OF MERIDIAN, ADA COUNTY, IDAHO PLAT NOTES
1 INCH=80 FT 2021
1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS
HEREBY RESERVED ALONG THE FOLLOWING:
-TEN(10)FOOT WIDE REAR LOT LINES OR AS DEPICTED
BASIS OF BEARINGS UNPLATTED -TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS OR AS DEPICTED
S 8903442"E 2655.64' -FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED
14 ,13 A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE
W. OVERLAND ROAD
2.3 24 PLS 5291 800.09' --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- o --- --- --- --- ' ti --- --- - FOLLOWING:
CP&F#107153515 ss�9l p6, W1/16 COR.SEC.24 1327.7T N114 COR.SEC.24 -TEN(10)FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED
FND 1/2"REBAR/NO CAP s�6,
I p , PLS 8961 PLS 5291 -FIVE(5')FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED
REPLACED W/5/8"REBAR/CAP PLS 11574 g F ; CP&F#108106004 CP&F#107153516
_ _ _ o L1�N o L3 0 q 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT,
I F WHICH STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION
- A THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITION
IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN
I rEi1 OPERATION FOR MORE THAN ONE(1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION
UNPLATTED WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS
SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT
OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION
I r\
THEREOF."
Ln
1 ` SS 06' 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED
SAGEWOOD SUBDIVISION LEGEND
BLOCK
10 1
SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBDIVISION.
n BLOCK°o( �g6� �
El, BK 110, PG 15846 SUBDIVISION BOUNDARY LINE
S — — — — — — EXISTING DEED OR LOT LINE 4. MINIMUM BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE
z 1 9 o
\��S�S o IN COMPLIANCE WITH THE CITY OF BOISE APPLICABLE ZONING AND SUBDIVISION REGULATIONS,
\6 ul —- - -— CENTERLINE UNLESS OTHERWISE APPROVED BY PUID19-00029,AT THE TIME OF ISSUANCE OF INDIVIDUAL
8 �� --- --- SECTIONAL LINE BUILDING PERMITS.
UNPLATTED o 7 \�� LOT LINE
5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES.
12 NNI% @ FOUND 518"REBAR/CAP PLS 5082 OR AS NOTED MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF
Ix '~ 6 THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AND IRRIGATION/DRAINAGE
Wq I �I Q FOUND 112"REBAR/CAP PLS 7323 ENTITY.
BLOCK 1 REPLACED W/518"REBAR/CAP PLS 11574
a �1 5 \13 �
cv ❑ FOUND ALUMINUM CAP 6. LOTS 11 AND 12,BLOCK 1,LOTS 1 AND 10,BLOCK 2,AND LOTS 1 AND 10, BLOCK 3 ARE
vi �I RESERVED AS COMMON LOTS SHALL BE OWNED AND MAINTAINED BY THE SAGEWOOD WEST
4 FOUND BRASS CAP
', FND 5/8"REBAR/NO CAP SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS CANNOT BE DEVELOPED FOR
1 ',4
SET CAP PLS 11574 SET 518"REBAR/CAP PLS 11574 RESIDENTIAL PURPOSES IN THE FUTURE.
3 1 T_ _ 0 CALCULATED POINT 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO.
I 14 BLOCK 1 I 1 LOT NUMBER 8.A PORTION OF LOTS I8-20,22-24,BLOCK 1,A PORTION OF LOTS 1,5-8, BLOCK 2 AND A
1 1 PORTION OF LOTS 4-5, BLOCK 4 ARE SERVIENT TO AND CONTAIN THE ACHD STORM WATER
Is, 1 ACHD RIGHT OF WAY DEDICATION DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL
15 STORM WATER DRAINAGE EASEMENT INSTRUMENT NO. 2015-103256,ADA COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER
1 EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED
L — — — TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE
N I i 19 — OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
�n
16 STREET
-_ W. FLOWER GARDEN _
9.IRRIGATION WATER WILL BE PROVIDED FROM THE NAMPA&MERIDIAN IRRIGATION DISTRICT
IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE
i ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE
z' 17 I 18 2 / �21
_ NAMPA&MERIDIAN IRRIGATION DISTRICT.
i i 10. THIS SUBDIVISION SHALL BE SUBJECT TO THE COVENANTS,CONDITIONS,AND RESTRICTIONS
(CC&R'S)THAT PERTAIN TO THIS DEVELOPMENT, TO BE FILED AND RECORDED IN THE ADA
Gqq.i 17 3 I 1 I COUNTY RECORDER'S OFFICE.
18 I — — — -I ' 11. THIS DEVELOPMENT SHALL HAVE NO DIRECT ACCESS TO W. OVERLAND ROAD.
io 3 1 I 12. LOTS 8-11,BLOCK 1, WILL TAKE ACCESS FROM LOT 12,BLOCK 1. THIS COMMON DRIVEWAY IS
N 16 4 ' ( FOR THE PURPOSE OF INGRESS/EGRESS,AND SHALL CONTAIN BLANKET TYPE WATER,SEWER AND
w
1 19 x I UTILITY EASEMENTS. THIS COMMON DRIVEWAY/LOT SHALL BE CONSTRUCTED IN ACCORDANCE
M I 1 i 1 WITH UDC 11-6C-3D AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF
uWi ' 4 ' SUPPORTING 75,000 LBS. COMMON DRIVEWAY/LOT SHALL BE OWNED AND MAINTAINED BY
zUNPLATTED 20 i 15 5 ' I SAGEWOOD WEST SUBDIVISION HOMEOWNERS ASSOCIATION.
13. THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE
N I ^ — HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
O
I � 5
v 1 14 6 1 14. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO.XXXX.
I 21 cq� co
1 I
SURVEYORS NARRATIVE
M 1 �� 6 lF o_ ' THE EAST AND SOUTH BOUNDARIES OF THE SUBDIVISION ARE BASED ON FOUND MONUMENTS
I p� I AS SHOWN ON THE PLATS OF FALL CREEK MEADOWS SUBDIVISION NO. 1 AND 2 AND SAGEWOOD
NN 1 22 I 13 7 � SUBDIVISION. THE WEST BOUNDARY WAS ORIGINALLY ESTABLISHED BY RECORD OF SURVEY NO.
o 1 al 1 SAGEWOOD SUBDIVISION i 7524 AND THE NORTH BOUNDARY BY RECORD OF SURVEY NO. 8220. THE WEST BOUNDARY WAS
BLOCK REVISED BY RECORD OF SURVEY NO. 12600. THE MONUMENTS WERE FOUND TO BE WITHIN
z a 7 I BK 1104 PG 15846 ACCEPTABLE STANDARDS. THE BEARINGS AND DISTANCE SHOWN HEREON ARE BASED ON THE
j 23 12 8 �� FIELD LOCATED MONUMENTS, CREATING SLIGHT DISCREPANCIES WITH THE RECORD DATA.
BLOCK 3 I REFERENCES
1 8 j I RI)FALL CREEK MEADOWS SUBDIVISION NO. 1, BOOK 114 OF PLATS,PAGES 17036-46
I 24 i 11 9 I _ R2)FALL CREEK MEADOWS SUBDIVISION NO. 2, BOOK 115 OF PLATS,PAGES 17181-88
i R3)SAGEWOOD SUBDIVISION,BOOK 110 OF PLATS,PAGES 15846-48
R4)RECORD OF SURVEY NO.8220
9 I R5)RECORD OF SURVEY NO. 7524
BLOCK 2 i I R6)RECORD OF SURVEY NO. 10894
1 25 ` 10 R7) WARRANTY DEED INST. NO.8940813
1 \ I 10 r — — R8)QUITCLAIM INST. NO. 108034109
— — R9) WARRANTY DEED INST. NO.2018077603
SEE SHEET 3 OF 5 FOR LINE AND CURVE TABLES R10)RECORD OF SURVEY INST. NO. 12600
FND 1/2"REBAR/ILLEGIBLE • �__ _ —_ _ _ 1 _ W. DAVENPORT ST_.J
REPLACED W/5/8"REBAR/CAP PLS 115744 ..., BLOCK 1 \ / W. DAVENPORT STREET (PUBLIC) (PUBLIC)
26
ti6j o� 2030 S. WASHINGTON AVE.
BLOCK 4 �A EMMETT, ID 83617
4 1 BLOCKO2 D SUBDIVISION 4��Z5T G� �� „ (208) 398-8104
L\
FALL CREEK MEADOWS SIIBDIVISION N0. 1 PLS 1575 0 __ 5 I BK 110, PG 15846 a C FAX (208) 398-8105
BK 114, PG 17036 _ 11574 G� WT00
��T 1 FND 5/8"REBAR/NO CAP � 1/15/21
/ Z o SET CAP PLS 11574
W114 COR.SEC.24 L 46'4S" �T_ o
PLS 11334 CID W 313.9 7�, S 00021'22" W
CP&F#2018-009553 0 �N Z ? 0 2977' BEAG1' WWW.SAWTOOTHLS.COM
4 FALL CREEK MEADOWS SUBDIVISION N0. 2 PLS 11334 i BLOCK 5 SHEET. DATE: DRAWN BY: CHECKED BY: JOB#: DWG#:
r?' BK 115, PG 17180
1 OF 5 1/2021 AM JB 120017 120017-FP
PLAT SHOWING BOOK , PAGE
SAGEWOOD WEST SUBDIVISION
BASIS OF BEARINGS UNPLATTED
S 8903442"E 2655.64'
14 13 --- -- - W. OVERLAND ROAD
---
23 24 PLS 5291 V 800.09' --- S - --- --- --- --- --- --- --- --- --- --- --- --- ---Tprl,
--- --- --- --- - --- --- -
S�° 527.78'
CP&F#107153515 s�6, l/16 COR. SEC. 24 1327.77' N1/4 COR.SEC. 24
S 8961 PLS 5291
FND 1/2"REBAR/NO CAP . F9CP&F#107153516
f� SET 5/8"REBAR/CAP PLS 11574� 106, POINT OF BEGINNING &F#108106004
FND 5/8"REBAR/NO CAP
w L 14
L3 o SET CAP PLS 11574 0
9 00' 0 22.77'
�I • •
5i8903442"E 96.09'
q
v� I
H
r< UNPLATTED I v�
1 � � 11 ��
1 I I � •So00 � � ��
00
Ln C6 hp / / �� �� ��
Irk'+ ��. / �`��O ��� W I
MI MI
10 ti // �TyOJ�� S so SAGEWOOD SUBDIVISION
BLOCK 1
M BK 110, PG 15846
1 g ftip titi i 328 ��� S� o i
10.99' / ��ti // // ISO00 9>;
titi
057" e
L7 UNPLATTED 1 S>y� s400, // / / otiv // 7 �
nI I / � // i p0' /^ DSO EXISTING CITY OF MERIDIAN
Q I j r>0 y 12 SEWER AND WATER MAIN
I Eby„ �S 285`s,�_ ti�� 6 // EASEMENT INST. NO. 2015-0959164
C3
of 82<� // N76°4570 _
1 I BLOCK 1 <\ oti
NI~I 5
13
QI I 1 ^ti \ • p� �1 / 4 FND 5/8"REBAR/NO CAP
z I 10'(TYP) —�f t� • 00`. / b / �' / l �S9- SCALE
1 �-------------J bti O" `� i ^�h / ti� i % / �� o SET CAP PLS 11574
�r,N89033'42"W 101.70`� ��55 /gyp yL ��� / 3 60 0 30 60 120
LnN o�n)
14 y /
L 2 ^Q'/
I 1
(FEET)
BLOCK 1 I I 1 INCH=60 FT
NI----------------- �'� • �� ��� SS �\LOh � o4 l 1 jai
-N 8903342"W 131.72'----76 �P .0 �'\
I Ll
l I- / `y 1 •l6 G��lJ S2`� / I
~-i ooin1 `� 15 i
,
L,I � l 1U v v �81i �Lys'T � / i
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------------3.59 • -N 8903342"W 99.83'-
'---� C17 67.95' 1 d
r -N 89033'42"W 123.58 23.5' 23.5' Uj I ` CIS S 89°27'15"E o L
I I o f I o �' O
of > 16 Io I �i 19 h�0 • • C�8 M 1 —
0 10n� i� I I I ti C1y� • N 89°27'15"W W. FLOWER GARDEN STREET (PUBLIC)
° 1 in L-N 89°3342"W 100.00'-� ° o ° CZp -52.62' _ °PLS 11118 N I 10'(TYP) N 89 33'42"W 115.05' w ti - - - T
r / O
z r--N 89°3342"W 121.43'-- I If10'(TYP) i i / �' �� 52.68' M — — — I
LEGEND ; ' of I of ; ti c21 N s9°z7'15"w r
18 , al 2 /h .� \. 1 _
of 17 jCo w u'I "'I 9.33'
/V v \
�n � 9 -N 89°3342"W 91.86' 1
SUBDIVISION BOUNDARY LINE I dI L-N 8903342"W 100.00'--i L.N 8903342"W 101.15'-
L-----------------� U U �,/ 2 rn
r-------------- r-------------- UI
EXISTING DEED OR LOT LINE � N
�- N 8903342"W 119.27- IU I to
- CENTERLINE I q of I of • I I�
--- --- SECTIONAL LINE 3.91' �o WIp. �i 17 LnI 3 IN 23.5' 23.5' �L-N 89°3342"W 100.00'--i
I
----------------- PUBLIC UTILITIES,IRRIGATION AND DRAINAGE EASEMENT �1 CIF-- 10'(TYP) 18 rLn L-N 8903342"W 100.00'-� �-N 8903342"IN 100,00'-j"' a
BLOCK 3
'' -------- � o ' II-o C7 I jI
f ' -
L (TY-P-)
LOT LINE r-------------7 ------------—7 o 3
--r�IIt
Q)FOUND 5/8"REBAR/CAP PLS 5082 OR AS NOTED BLOCK 2 o
-N 89°3342 W 116.80'-- o 16 4
L19 ") I Z -N 89°3342"W 100.00'-0 FOUND 1/2"REBAR/CAP PLS 11118 OR AS NOTED I �I
Lnf �; 0' I I r---------
FOUND 1/2"REBAR/CAP PLS 7323 I O N 893342 W 100.0 � L-N 89°3342"W 100,00'--1 10'(TYP)
REPLACED W/5/8 REBAR/CAP PLS 11574 N L---------------- rn zl 0I
F ____________ 1 4 t
�-
—
W�
j S5T 74
I f-N 8903342"W 114.29' �IFOUND ALUMINUM CAP
1/15/21�J
I io1 �o rn W of 15 al 01 5 Io �
o f I o �r I c° d l I o 1 I o t7 o L-N 8903342"W 100.00'- I OF 1�
y FOUND BRASS CAP I o I 20 C� 4`� � "'I �'I "'I 11.75' I`^ I� ip /�F BE A
hl N o �I r-------------�11
® FOUND 1/2"REBAR/CAP PLS 11334 M ___________16_13_J o O L-N 89°33'42"W 100.00'- -N 89°33'42"W 100.00'- d I a oO F G
Nz ov r-------------� r------------- - ol- 5 oo 2
(5FOUND BRASS PLUG PLS 11118 N 1 ---N 89°33'42"W 111.79'-- I o of 10 (TYP) o00 LLnI"' L
Q I I_ of I of Io o I N I I
Q• SET 5/8"REBAR/CAP PLS 11574 Z I ooi 21 ioo I I 14 i i 6 io o N 8903342"W 100.00'J�! p�
-----------
• SET 112"REBAR/CAP PLS 11574 1 ' 8903342"W 100.00'--j �-N 8903342"W 100.001- o 00
1 L--------------J -------___ oIo
r -----, r u� ° o� 6 alo ° 2030 S. WASHINGTON AVE.
0 CALCULATED POINT r--N 8903342"W 109.29'-� j N 61 I h��
1 LOT NUMBER I oo l 13 o f M,l o I I Un j
SEE SHEET 3 �i I � 7 i L-N 89033 "IN 100.00' EMMETT, ID 83617
ACHD RIGHT OF WAY DEDICATION �-N 8913342"W 100.00'- �-N 8903342"W 100.001- I SEE SHEET 3 // (208) 398-8104
ACHD MASTER DRAINAGE /J T T FAX (208) 398-8105
EASEMENT,SEE NOTE 8 =y& 1,// OO/
SEE SHEET 3 OF 5 FOR LINE AND CURVE TABLES �cnd 5urveyinq ��C
WWW.SAWTOOTHLS.COM
SHEET: DATE: DRAWN BY., CHECKED BY: JOB#: DWG#:
2 OF 5 112021 AM JB 120017 120017-FP
PLAT SHOWING BOOK , PAGE
SAGEWOOD WEST SUBDIVISION
-N 8903342"W 109.29'-
`°I 1 o I
1 of 22 SAGEWOOD SUBDIVISION
"n '-� r N 89°3342"W 100.00'-
t a 10'(TYP) 1 i0' TVP �I BLOCK 4
`-------------- ra. ° I of ( ) 10 BK 110, PG 15846
Co r-N 89 3342"W 100.00'- N 89 3342"W 100.00'- a o I 7 I o
1 -N 8903342"W 106.79'- w 1 b l o f I o I j
of I of to �I I 1 1
�o w o1 12 I of 8 to " L-N 8903342"W 100.00'
23 �U) I I �^I
I uOi� c� O . r-------------�
-N 89°3342"W 100.00'-� �-N 89°3342"W 100.00'-� w I
I 10'(TYP) 1 9 o BLOCK 3 I
L-------------- C'1 o d d of Io
Cp Q O r-------------� r----------- I OI 8 10
N I �-N 8903342"W 104.29'- W o 10'(TYP) C7
o I u� z 61 61 - 10'(TYP) I- o z _ j Ln l
oI 24 �^ �I �I I �I Ln �� N L-N 89°3342"W 100.00'-
`o^I 7.50' 23.5' 23.5' } �I o r-------------- 1 SCALE
y 1 1 L-----i00.00'------ If10'(TYP)
N • cn I 60 0 30 60 120
U N 8903342"W 200.00' ;o `^I 9 to co
/ N -N 89°3342"W 102.09'- w 23.5' 23.5'
N f BLOCK 2 ^' 1 N 1
1 0l 25 I\ n \ n�, 10 !��`N 8903342"W 94.57 J o J (FEET)
z o l \ �� o _
1 INCH=60 FT
1 L"i ° y� L16 � <<'u 10 14.58'�
C36 I
---------------' r'� I 80.00' o
\ C-N 89°33'42"W 114.09'---\ \ 5 �1g L15
�'�' 78.49' 12.50' N
FND 1/2"REBAR/ILLEGIBLE • l3.69' _ _ • _ _ _ W. DAVENPORT ST PUBLIC)
-]
REPLACED W/5/8"REBAR/CAP PLS 11574 BLOCK 1 � �� • W. DAVENPORT STREET S 89°33'06"E 201.99' o0
T 26 ° r,
3g (PUBLIC) 202.00' N
s6�sue'' G
N `fie F� 50.00' 50.00' S .0 ' _5 10
6roO 10'(TYP)\ �� • � o N (TYP) 79.51'
I LEGEND
J \
I I o
9 % I o • �W�V % 1 R 1 � BLOCK 4 I J I-
6 ILn I SAGEWOOD SUBDIVISION -- -- SUBDIVISION BOUNDARY LINE
Sg
2 I 3 I I IO1 BLOCK 2 I a I
w EXISTING DEED OR LOT LINE
I u, 4 I BK 110, PG 15846
FALL CREEK MEADOWS SUBDIVISION NO. 1L_ o N 5 I
BLOCK 1 PLS 15758 ° I Lo i o I o CENTERLINE
BK 114, PG 17036 o j I --- --- SECTIONAL LINE
l Sr I FND 518"REBAR/NO CAP L__, -� I 5'(TYP)I I I PUBLIC UTILITIES,IRRIGATION AND DRAINAGE EASEMENT
yQN �>>46' SI 0T'J I I I o SET CAP PLS 11574 ------
45 w 3Y SI.07''J L 1 0 LOT LINE
/a 3 92' - I S 00 21 22 W Qo FOUND 5/8"REBAR/CAP PLS 5082 OR AS NOTED
J 29.77'
co o O FOUND 112"REBAWCAP PLS 11118 OR AS NOTED
PLS 11334
^� r� FALL CREEK MEADOWS SUBDIVISION N0. 2 FOUND 1/2"REBAR/CAP PLS 7323
°cb / BLOCK 5 REPLACED W/518"REBAR/CAP PLS 11574
=y� BK 115, PG 17180
g FOUND ALUMINUM CAP
40, FOUND BRASS CAP
° ® FOUND 112"REBAR/CAP PLS 11334
® FOUND BRASS PLUG PLS 11118
Q• SET 5/8"REBAR/CAP PLS 11574
• SET 1/2"REBAR/CAP PLS 11574
CALCULATED POINT
1 LOT NUMBER
CURVE TABLE ACHD RIGHT OF WAY DEDICATION
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH ACHD MASTER DRAINAGE
Cl 170.70' 55.00' 17704947" N 33019'03"E 109.98'
C2 35.94' 55.00' 3702626" N 76029'17"W 35.30' EASEMENT,SEE NOTE 8
C3 16.91' 55.00' 1703708" N 7505856"E 16.85'
C4 27.03' 55.00' 28009'12" N 53005'46"E 26.75'
C5 45.22' 55.00' 47006'16" N 15028'02"E 43.95'
LINE TABLE C6 45.61' 55.00' 47030'45" N 31050'28"W 44.31'
C7 25.55' 20.00' 73 12'14" N 18 5944"W 23.85'
LINE BEARING DISTANCE C8 15.48' 20.00' 44020'44" N 3302529"W 15.10'
Ll S 8903442"E 41.38' C9 10.07' 20.00' 28051'30" N 030I0'38"E 9.97'
L2 N 0000735"E 3.00' C10 37.01' 123.50' 17010'06" N 09001'20"E 36.87'
L3 S 8903442"E 35.53' Cil 55.49' 100.00' 3104738" S 16020'07"W 54.78'
L4 S 6302243"W 23.55' C12 42.45' 76.50' 3104738" N 16020'07"E 41.91'
L5 N 25008'13"E 2.74' C13 37.41' 76.50' 28001'05" N 18013'23"E 37.04'
L6 S 0202532"E 13.62' C14 5.04' 76.50' 304633" N 02019'34"E 5.04'
L7 N88011'31"E 7.92' C15 42.31' 76.50' 31041'l1" N73°36'40"W 41.77' �ls'rl,► s(j
L8 N 16018'55"W 22.49' C16 23.67' 76.50' 1704334" S 6603751"E 23.57' 4�
L9 N 25008'13"E 12.06' C17 18.64' 76.50' 1305738" N 8202827"W 18.59' ts,
L10 S 16018'55"E 18.02' C18 55.30' 100.00' 31041'l1" N 73036'40"W 54.60' w 11574 ,
Lll N 16018'55"W 4.46' C19 12.58' 100.00' 7012'23" S 61°22'15"E 12.57'
L12 N 77013'56"E 28.28' C20 42.73' 100.00' 2402849" S 77012'51"E 42.40' tJ�1/15/21
L13 N 32013'56"E 26.71' C21 18.26' 133.00' 7052'03" S 85031'14"E 18.25' .�
L14 S 5304252"E 13.97' C22 32.98' 76.50' 24041'56" S 1204716"W 32.72' 600, OF 1�
L16 N 89033'06"W 34.99' C24 53.24' 123.50' 24041'56" N 1204716"E 52.83' OFF BEAG�'��
L17 N 4502636"E 28.28' C25 36.36' 118.26' 17°3703" N 16042'17"E 36.22'
L18 N 5304252"W 13.97' C26 16.89' 123.50' 7050'04" S 04021'19"W 16.87'
L19 N 1601826"W 31.75' C27 116.73' 123.50' 54009'10" N 26038'17"W 112.43'
L20 N 18030'18"E 23.38' C28 8.63' 123.50' 400021" S 0103353"E 8.63'
L21 N 18030'18"E 30.10' C29 52.45' 123.50' 24020'06" N 15044'06"W 52.06'
L22 S 4403324"E 28.29' C30 55.63' 124.74' 25033'06" N 40048'31"W 55.17'
L23 N 4403324"W 7.69' C31 94.51' 100.00' 54009'10" S 26038'17"E 91.04'
L24 S 4403324"E 20.60' C32 72.30' 76.50' 54009'10" S 26038'17"E 69.64' 2030 S. WASHINGTON AVE.
L25 N 18030'18"E 32.85' C33 125.56' 100.00' 71°5636" S 5402836"W 117.48'
C34 31.03' 100.00' 17046'50" S 2702343"W 30.91' EMMETT ID 83617
C35 94.53' 100.00' 54009'46" S 63022'01"W 91.05'
C36 74.52' 125.00' 34009'34" N 73022'07"E 73.43' (208) 398-8104
FAX (208) 398-8105
C37 94.17' 75.00' 71°5636" S 54°2836"W 88.11' ,4� wl �
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NORTSAGEWOOD WEST SUBDIVISION H
INTERSTATE I-84 Cj
MERIDIAN, IDAHO - 2021 MIJ
LOCATED IN THE NW 1/4 OF THE NW 1/4 OF SECTION 24,
T.3 N.,R.1 W.,B.M.,MERIDIAN,ADA COUNTY,IDAHO a
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GENERAL CONSTRUCTION NOTES ROADWAY NOTES PRESSURE IRRIGATION NOTES Q co m o
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1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING Z r
WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), CONSTRUCTION PERMIT FROM ACHD OR ITO AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. CONSTRUCTED. cccc 4HE
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MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS u; a
OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE z c
CONTROLLING STANDARDS OR SPECIFICATIONS. PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) r��__JHH
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3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. AND THE ACHD AND THE CITY OF MERIDIAN WATER DEPARTMENT. h
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC. WILL BE ALLOWED UNLESS co; ■�
READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD. WATER NOTES
CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION
IS RESOLVED. 4. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAY, MERIDIAN PUBLIC WORKS WILL INSPECT 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL
PRIVATE ROADS, PARKING LOTS,AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFEREED TO IN GENERAL CONSTRUCTION NOTE
1.
TIMES. 5. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. N0.
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR 6. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. MERIDIAN PUBLIC WORKS 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN,
TO START OF WORK. WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN ANDNON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL VICINITY MAP
OUTSIDE THE PUBLIC RIGHT-OF-WAY.5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA NOT TO SCALE REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 7. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16).
GUTTER,VALLEY GUTTER,OR SIDEWALK IMPROVEMENTS. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY � CONSTRUCTION SHEET INDEX
A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS TONAL
NOT OPEN OR CLOSE WATER VALVES. 8. CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.
WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 1 OF 13 C.100 TITLE SHEET AND CONSTRUCTION NOTES � �ISTEh, f
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT 9. ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE 2 OF 13 C.200 STREET AND STORM DRAIN PLAN Q) 4�
THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. WASTEWATER RULES(IDAPA 58.01.16). 3 OF 13 C.201 STORM DRAIN DETAILS AND TABLES �I �1i �',V�� Ull1
INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 4 OF 13 C.202 STREET PROFILES 11�� �`
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 5 OF 13 C.300 GRADING PLAN o
1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ��//j�✓�v?/�
DRAINAGE SWALES)SEEPAGE BEDS,
, . 6 OF 13 C.400 SEWER PLAN AND PROFILE
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. TREATMENT FACILITY(I.
PIPE; (B)PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 7 OF 13 C.401 SEWER PLAN AND PROFILES / 0 F
2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 8 OF 13 C.402 SEWER PLAN AND PROFILE J4#I N P S�O
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS REPLACE THE ENTIRE ROADWAY SURFACE. AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 9 OF 13 C.500 WATER PLAN
DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE PUBLIC WORKS INSPECTOR. 10 OF 13 C.600 PRESSURE IRRIGATION PLAN
RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF 11 OF 13 C.700 GRAVITY IRRIGATION PLAN AND PROFILES
CONSTRUCTION PLANS. A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 12 OF 13 C.800 STREET DETAILS o LU
13 OF 13 C.900 STREET LIGHT PLAN c � a
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10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD o z
PRIOR TO CONSTRUCTION. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. zo a CDm
3 CONSTRUCTION CONTACT INFORMATION � z >
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. LU z z
FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM ENGINEER DEVELOPER SURVEYOR w o
THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. SEWER NOTES CIVIL INNOVATIONS, PLLC DEVCO, LLC SAWTOOTH LAND SURVEYING, INC. z o
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12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE CONTACT:BEN THOMAS CONTACT:JIM CONGER CONTACT:GUS PORTER � a CD o zo
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS 1043 E.PARK BLVD.STE 101 4824 W.FAIRVIEW AVE. 2030 S.WASHINGTON AVE. cc w
RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 0- °C z LU 1--_
SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES BOISE,IDAHO 83712 BOISE,ID 83706 EMMETT,ID 83617 } oc w °C or
ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL PHONE: (208)884-8181 PHONE: (208)336-5355 PHONE: (208)398-8104 < o 0 0
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, EMAIL:BEN CIVIL INNOVATIONS.COM o cn c�
UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND @ EMAIL:JCONGER@CONGERGROUP.COM EMAIL:GUS@SAWTOOTHLS.COM CD =LU w
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL z
BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA a z cc
58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). BENCH MARK AND DATUM DATA cc
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3. THE HORIZONTAL SEPARATION OF NON POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 4DATUM DATA z
A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS HORIZONTAL:NAD 83(ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY)
WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH VERTICAL: NAND 88
SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE
WASTEWATER RULES(IDAPA 58.01.16).
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A
STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD
STORMWATER DESIGN GUIDELINES.
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STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND y - ~
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ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line -- BOUNDARY LINE �d W PROPOSED WATER LINE AND VALVE Q_ �
ABAN Abandon EVC End of Vertical Curve POC Point on Curve PROPOSED PEDESTRIAN RAMP W
DETACHED -aa. � �
ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature RIGHT-OF-WAY LINE WITH DETACHED SIDEWALK - W EXISTING WATER LINE AND VALVE
AC Asphalt Concrete FG Finished Grade PP Power Pole CENTERLINE ATTACHED PROPOSED DOUBLE WATER METER SERVICE LINE W
ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch w
AH Ahead FL Flow Line PT Point of Tangency PROPERTY LOT LINE DETACHED PROPOSED SINGLE WATER METER SERVICE LINE Q =
ALT Alternate FTG Footing PVC Polyvinyl Chloride PROPOSED PEDESTRIAN RAMP O c/)
EP EXISTING EDGE OF PAVEMENT DETACHED EXISTING DOUBLE WATER METER SERVICE LINE
BC Beginning of Curve FS Finished Surface PVMT Pavement WITH ATTACHED SIDEWALK w
BCR Beginning of Curb Return GALV Galvanized R Radius 0+00.00 CENTERLINE STATIONING EXISTING SINGLE WATER METER SERVICE LINE J
F-
BK Back GB Grade Break RB Ribbon Curb O
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BM Bench mark GIRR Gravity Irrigation RC Roll Curb PROPOSED VERTICAL CURB '^ PROPOSED FIRE HYDRANT
BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way PROPOSED CONCRETE VALLEY GUTTER
BW Back of Walk GM Gas Meter RL Roof Line PROPOSED ROLLED CURB - EXISTING FIRE HYDRANT
31
CB Catch Basin GR Grade RR Railroad PROPOSED REVERSED VERTICAL CURB ® PROPOSED CONCRETE THRUST BLOCK Uj
CF Curb Face HOPE High Density Polyethylene Fit Right PROPOSED VERTICAL TO ROLLED CURB o o -- -- PROPOSED SEEPAGE BED WITH
cf Cubic Foot HORIZ Horizontal S Slope TRANSITION SECTION MONITORING WELLS ® EXISTING CONCRETE THRUST BLOCK
CL Centerline HP High Point SB Seepage Bed EXISTING VERTICAL CURB
CO Clean-Out(Sewer) INCL Including SO Storm Drain o o PROPOSED SAND AND GREASE TRAP SEWER PLAN LEGEND
CONC Concrete INV Invert SDR Standard Thermoplastic Pipe EXISTING ROLLED CURB
CONN Connection IP Iron Pipe Dimension Ratio EXISTING SAND AND GREASE TRAP SC SERVICE CONNECTION
CONST Construct,Construction IRR Irrigation SEC Section 2645 PROPOSED 5'CONTOUR ® PROPOSED DROP INLET SL SERVICE LENGTH (. E IDIAN --COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot(feet) 2644 PROPOSED 1'CONTOUR
CTV Cable Television Works Construction SG Sand and Grease Trap EXISTING DROP INLET SI SERVICE INVERT ELEVATION IDAHO
CY Cubic Yard L Length SP Signal Pole 2645 EXISTING 5'CONTOUR 10 Public
DBL Double LB Pound SPRK Sprinkler SO PROPOSED STORM DRAIN LINE AND MANHOLE SS PROPOSED SEWER LINE AND STATION Works Department
DI Drop Inlet LF Linear Foot SS Sanitary Sewer --2644---- EXISTING V CONTOUR Design&Construction Supplemental Specifications
P ry SD EXISTING STORM DRAIN LINE AND MANHOLE SS PROPOSED SANITARY SEWER LINE AND MANHOLE
EE
DIA Diameter LP Low Point STA Station DRAINAGE SWALE �� PROJECT N0. 20 0805 SW1
DIP Ductile Iron Pipe LT Left STD Standard ��SS PROPOSED SANITARY SEWER LINE AND SERVICE ■ ■ ■ ■
DW Driveway MAINT Maintenance SW Sidewalk -� PROPOSED STREET SIGN ■ DWG FILE CA 00
DWG Drawing MH Manhole SY Square Yard EXISTING STREET SIGN GRAVITY IRRIGATION PLAN LEGEND � SS EXISTING SEWER LINE AND MANHOLE
� � • • • •
E Easting MW Monitoring Well TAN Tangent _0_L SS EXISTING SEWER LINE AND SERVICE rw • • ` DESIGNED BY BT
EA Each N Northing TC Top of Curb PROPOSED STREET LIGHT GIRR- PROPOSED GRAVITY IRRIGATION LINE AND BOX ■■ ■ ■■ ■ ■
DRAWN BY JTA
EC End of Curve N0. Number TEL Telephone GIRR - EXISTING GRAVITY IRRGATION LINE NOTE ■ ■ r
EXISTING STREET LIGHT - ■
ECR End of Curb Return OHP Overhead Power TOPO Topography � ■ � X. ` �■ ■ F CHECKED BY BT
EG Edge of Gutter PC Point of Curvature TRANS Transition DIRECTION OF SURFACE FLOW ■
PRESSURE IRRIGATION PLAN LEGEND THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL ■ •�I ISSUE DATE 01/15/21
ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical � � 7
EM Electric Meter PCC Point of Compound Curvature VB Valve Box PROPOSED TYPE II BARACADE PIRR- PROPOSED PRESSURE IRRIGATION LINE AND VALVE CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF ■ J HORIZ.SCALE AS SHOWN
I ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR 7 ■
EP Edge of Pavement PE EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE
Polyethylene VERT Vertical PROPOSED TYPE III BARACADES ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY SHALL BE r • • VERT.SCALE AS SHOWN
-�- PIRR
PIRR Pressurized Irrigation WM Water Meter EXISTING BARACADE PIRR- PROPOSED CONCRETE THRUST BLOCK APPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT. ■
- ■ � ■
- - PIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE L ■ ■ ' ■■ CA
00
SHEET 1 OF 13
D:\Civil Innovations Projects\2020\20-0805-SW1 SAG EWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.100(Title and Note Sheet).dwg
CONSTRUCTION KEY NOTESr bi
STREET AND STORM DRAIN PLAN
INSTALL PEDESTRIAN RAMP TYPE"H1"(DETACHED SIDEWALKS)PER ACHD SUPPLEMENTAL M i ISCALE: 1 40 -0 HORIZONTAL
Al -
SD-712H,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. CIVIL INNOVATIONS II I II
1 INSTALL PEDESTRIAN RAMP TYPE"H4"(ATTACHED SIDEWALKS)PER ACHD SUPPLEMENTAL NORTH 60 40 20 0 40 80
SD-712H,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.
41 INSTALL PEDESTRIAN RAMP TYPE"H7"(ATTACHED&DETACHED SIDEWALKS)PER ACHD a HORIZONTAL SCALE IN FEET
SUPPLEMENTAL SD-712H,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.
® INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708.
I
I I I - -- J
F INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. - - - - - - - - _ _ _ _ _ _ -
II J
❑ REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET 2610.21 AC 16+ 9.75
6 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD 10+45.96,0.00'
SUPPLEMENTAL SD-303 AND SD-806. p SAWCUT LINE a
(MATCH EXISTING) 2610.23 AC/HP
GENERAL CONSTRUCTION NOTES 2609.98 AC/LIP {- 10+50.00,0.00' o
2609.89 AC/LIP 2620.31 AC + w oro
1. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR 10+45.96,16.04'R 15+08.33,0.00' 16+00 O N N oo S
VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. SAWCUT LINE 10+45.96,16.15'L SAWCUT LINE 00 00 =
2. SIGN CONTRACTORS OTHER THAN ACHD MUST BE BONDED WITH ACHD AND MUST OBTAIN A (MATCH EXISTING) SAWCUT LINE (MATCH EXISTING) > c7 10
NO-CHARGE RIGHT-OF-WAY PERMIT. (MATCH EXISTING) 2619.99 AC/LIP m °O °
2610.03 AC/LIP/HP 2620.14 AC/LIP
3. ASPHALT REPAIR AND WIDENING CONSTRUCTION SHALL CONFORM TO ISPWC STANDARD a 2609.90 AC/LIP/HP 15+08.33,16.00'R
10+49.91,16.00,R 15+08.33, 16.00'L SAWCUT LINE Q L
DETAIL SD-301,AND ACHD SUPPLEMENTAL STANDARD DETAILS SD-303 AND SD-806. SAGEWOOD BEGIN CONST. 10+48.00,16.00'L SAWCUT LINE � LU
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(MATCH EXISTING) o z 3
4. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%PER ADA REQUIREMENTS. THERE ARE SUBDIVISION (MATCH EXISTING) 10+00 BEGIN CONST. (MATCH EXISTING) O w m O 3
NO TOLERANCES ALLOWED. ' t (MATCH EXISTING) SAGEWOOD 2620.23 RC co = 3
2610.12 RC I 2620.34 RC �
10+49.94,18.00'R 2610.15 RC SUBDIVISION 15+08.33,18.00'L 15+08.33,18.00,R o
BEGIN CONST. 10+48.00,18.00,L BEGIN CONST. BEGIN CONST. T
(MATCH EXISTING) 6 BEGIN CONST. (MATCH EXISTING) 6 (MATCH EXISTING)
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/ 2610.20 RC - o 2620.37 RC - of 2620.24 RC
r 2610.09 RC 15+03.33,18.00'L r 6
/ 10+54p.91,/1�8.00'R �1.5% 0%� 15+03.33,18.00'R
- 26-d-3- RC/GB -- °_ -0% • PIR PIRR IRR PIRR PIRR P RR PIRR IRR- _ PIRR J
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PIRR - - 2609.85RC/GB/PC - - - - Tp - - - - - - - - - - TOE - - - _ +00-? - - TOR - - -
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Ppe TOB PIRR 1.3-/� IR PIRR PIR PIR IRR PIRR PIRR I
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11+00.19,18.00 R 11+00.19,18.00,L _2620.31 RC dd
°0 5 ♦ 2609.83 RC/GB/PC 18.00' 18.00'
°�°014+92.49 � 14+92.49
BCR=116.50' // DI 1A DI 1B SG 1 \
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a 2609.77 RC/GB/PRC /// 2620.59 RC/GB o ACHD STORM DRAIN /
23+00 / / / / BLOCK 1 11+05.58,17.96 R Igo ,�, 52609.47 FL 11+18.21,17.5T L / 14+52.50 0 0 0 /
11+23.51,16.68'R 2609.65 AC/LIP/HP / / m EASEMENT
__11+00 z 11+30.56,22.02'L BLOCK 3 BLOCK 3 °mo/ 2620.74 RC/GB/PC 10.• 2.0% 12.0
/ 2.0% 2.0% 1 2609.80 RC/GB/PC 3 4 5 6 7 8 _
I w l X 2609.45 FL 1 BCR=20' � 14+15.49 - -
W/ / 2609.54 FL 14+65.16,16.50'R / CO) 2620.59 RC/GB FG °
/ 11+28.30, 16.55'R 2609.57 FL 2616.44 RC /2620.49 RC/GB/PT /
1 2609.92 RC/EVC/PT 2620.41 FL •° 14+52.50 /
BCR=83.50' I 0 2609.57 FL 12+89.56 /j 10+37.99 2620.37 FL p
14+49.14 V
2609 55 FL 2613.94 RC/EVC/BVC 2616.64 RC/BVC 2618.87 RC // 2620.21 RC/GB 6 d
2609.61 RC 3 2611.14 RC/GB/PC / 2620.31 FL W ��� 1 1! 4
11+50.31,16.77'R 260�9.35 FL s 2609.90 RC 14+06.03 13+49.14 12+79.14 11+39.56 m / 10+56.00 LU MW /
° 2619.67 RC 2620.28 FL
^/ , 14+51.88 2614.49 RC 2616.74 RC 2617.27 RC 2618.07 RC *\ o °
/ 2609.56 RC/GB/PT a A ° 2611.81 RC 5 �10+89.56 BCR=20' 3 2620.51 FL
2 11+60.78,16.50'R �a \p • 13+89.56 13+39.56 12+72.86 12+39.56 11+89.56 / MW 3 - 14+04.50
2609.30 FL r ° o� ti m g /� owl 2620.62 AC 14+00 1
/ 2609.38 AC/LIP/PT 9 /
/ 11+55.43,14.54 L ---„/-- /ti DI 2A ,� --- 2620.53 FL
z 2609.24 FL o 9 r� /o o f o \
/ S.GRAYLING AVE. f o / o �� /;' 1 5 2s2o.67 AC 14+00.50 /
2609.47 RC/GB 0 / _o T o / o / 6 1. % o BLOCK41 FALL CREEK MEADOWS
22+00 a 11+77.52,16.50'R /� 0� r o r DI 2B N -r / + 3 / SUBDIVISION NO.2 d� 9
/ // Lo SG 2 - /� f /, �' � L111���_i / / �� OF �� �
20 2 / 62 . AC MW / �)�I ��O
° m
/ ♦ ° 3 ?80 0 m a° T SB 2 / 2 2626.99 RC / 01 / I N P
1.8% 073
p x28� 9C / s 11 co r 13+52.50
MW 2619.94 RC I
/ 1 �\ o_ 2615.32 RC / �/
// /°m/♦�QQ / 0°' �. / � m`VIN T c3 13+22.86 °0°0 5 10+72.86 W 2616.74 RC 2617.54 RC 2618.34 RC 2620.39 FL 5 / c�
o 2613.94 RC/EVC/BVC 2620.21 RC/G 2620.45 FL / / / o J a
/ j° r 8. �► N 12+72.86 12+22.86 // '11+72.86 F- a o
+ 00 �r o 612.61 RC 13+49.14 / / / 10+55.00 w /
Q. / as ,� m �, r r + 2616.64 RC/BVC ACHD STORM DRAINS 2619.14 RC 50.00' 2621.19 RC / 21 I LU o z
/ �° /♦ v o + N r m 6 m y 13+72.86 2620.54 RC/GB/PT /
Q, m of v N r 12+79.14 EASEMENT 11+22.86 BCR-20' 13+02.50 / / / z cc o }
N r o + 611.14 RC/GB/PC 10+38.01 18.00' 18.00' /
UNPLATTED
/ 4 .� m /// / 2621.03 RC/GB/PC \ / o >_ a m
/ / e O / N T 14+06.03 2621.20 RC/GB/PT / "1 "' z >
/ Q � // / 13+42.49 / v v a� z a o
4 5 6 I / o; / 2620.90 RC/BVC/AP/PC LU z z
/ / ♦ / / 3 `7 a / / 8 9 2621.20 RC/GB/PT 2.0% 2.0% 13+00.50/ v W rn / I o z
/ / 4 / ?6 // / -- a' a 11+74.94,18.00 R o
r?608 °/ 13+00.50 �j 13 00 / I Q + l o
Fp W °� + T T / TRANSITION CURB TO MATCH EXISTING o o z
2621.48 / CM T m (STA 11+44.69 TO STA 11+74.94) o 0
X
21+00 / ///♦ / r3x�298gCi♦A�8 CAA? 6 ° 4ja 00 ACHD S / / / 5 l 2 R44/39 o N / o W > �
♦ 9 ! �` s` - STORM DRAIN // � \ \ /
/ / 5 ? /CB rss 00, EASEMENT / / \ \ \ / N / / 2620.21 RC } z LU
11+49.70,18.19'R a o o co
�° / /♦ / �V ^! OE • \OE _V - - - TOE - - - - - T E c c EG\ �- EG / 2620.06 RC/AP o � z o
/ `` c> o • r-?A ,92 Gj� PIRR PIR - - C° IRR 93 - - - - - - 0 / 11+44.69,18.22'R r c� m
° 0 TOE T C/J LU
- ? q? ? - - - - 08 - - - - / BEGIN CONST.
� o °C
�• _ / o � ? _ - - - - - - - - PIRR - EG -- 2� I / Z �_
- EG O ! /° 6 - EG EG -
/ ♦ / / r 6 8,� Q J�� r? 9C - EG- - - -2621.48 RC/HP - _ ° / ( ) I 11 J F-
///♦ 5 EG Ax0 ♦ / 39 , _ W / MATCH EXISTING ¢ z
6, Ec ?6'08 x2D CB- - EG - - - - - - - - - - - 12+44.39- 2621.14 AC J ° 2619.86 AC/LIP/AP _ _
EG -b`- -? - CI O V EG _ EG - EG El; - - - - EG EG /
_ EG EG -
°/ / 11+44.69,16.23,R x o
2621.42 RC/GB/PC 2621.07 AC W CO
/ ♦ / / / ?s ��, qCi D� o� Qo� oa G08r 3x6 CIA 12+32.74 BCR=20' �0 /
z
° EG x SAWCUT LINE
2620.87 FL 3 If OOio 0
/ j/ ♦/°// / rAx�3 s?9C o00 �° o�,`�/oo� 2 9rF rCe/�I BLOCK 2 BLOCK 2 2620.81 FL 1a , ti� 2 (MATCH EXISTING)
sC y(9 ! -,-Q r 2609.19 RC/GB/PT 2621.03 RC/GB/PT /r 1 r,
�0 18 17 16 15 14 13 12 11 / � 2620.31 AC/GB
8 16+51.71 10+33.09 2621.00 AC 11+44.69,0.00'
°/ 2609.27 AC/GB/PT `�'/ i °I°04�° No Z % N' SAWCUT LINE
� / / �° 7 r 08 s0a 20' 16+51.71
rA 6083s�x�8�6� ,�x C/ 2618.97 RC/GB/PT 2620.61 RC/GB/PC off'' a N 2Z° 6 0 (MATCH EXISTING)
C �. � 9 2610.40 RC
20+00 / / ♦ ° / Q xA 9C rs CB,p 16+02.81 10+56.74
11+51.26 20� %r 3 t . N \F'4r+RAs
? \rx00�76Sop ?o� rs� S�2 2610.57 RC/GB/PC 2611.68 RC 2612.92 RC/GB 2613.78 RC 2614.65 RC 5 2615.51 RC 2616.38 RC 2617.24 RC 2618.11 RC N/ SgVF /
LL BCR=20' / 8°30r8� Q
r IWO 0 R ! 8��` 15+96.22 15+51.26 15+01.26 14+51.26 14+01.26 13+51.M� 13+01.26 12+51.26 12+01.26 MW ^n
x 96 00 /. /
3 co
/ \
A.
xA6 99 0' / oo / DI 5A o DI 3A r / d o? CD ly8� C lO>�
/ r C �� / r/ Lq 0 0. / = m o ca z A
°° / 8 3 / °�° �' / o fo ci cs d r r /�/
/ ♦ / / QQe 000 -+T - - C - g S.SEAGRASS AVE. o 00 o f cros o `�' v °T <i �44.6g P/AP
F+- - - - �+ - - - - - -� T - - - � ti mom a J S /Sg/,
Ln
r r m o o o N t� o LU v - A C T
f Ln c oo a! o x ti o
/ eQ / ° �s° / ^� 2\ DI 5B � o+ ri N + o r- m a2 � + r-
FX/ST/
o
° / 5 DI3B N + N TN + v2r = ram /r ?s2p08 NO) Q
�3► V SB 5 SB 3 BLOCK 1 c., r // T o> r o F- N `° 44.sg
/ / k 610.65 RC 26 m o o rn ¢ RC J
m �, SG 5 MW m o o F /' "i
,� rn /> /
/ o h BCR=48' o B 8
° o°j h' Q �`� ° O ° BCR=28 2611.89 RC SG 3 MW 2619.10 RC � / N + N + (tij GlN r O z
/ / g h I° 26j° 15+92.63 615.66 RC m °C m r ATC CON r� 2
^• w <c, 3 �� 15+42.63 5 2619.83 RC N r /ye ST y
/ / e o O o 2' 13+42.63 11+44.27 o
a 2613.07 RC 2613.93 RC 2614.80 RC ST/N Q
♦ / aQ ryco p 5 0� 610.57 RC/GB/PC 616.53 RC 617.39 RC 618.26 RC -11+01.79 QQ // zo O') o
,v '2 m 15+96.22 14+92.63 14+42.63 13+92.63 12+92.63 12+42.63 11+92.63 2618.97 RC/GB/PT Q +
d� �ovG4 � �� d 2609.84 RC/GB/PRC 612.92 RC/GB 2613.78 RC ACHD STORM DRAIN 2617.24 RC ACHD STORM DRAIN 11+51.26 /'m/ �� Q Q y z o
/ / o //
19+00 O m 14+51.26 Q �-
I / � O � 0 0 0 15+01.26 EASEMENT 12+51.26 �
o 0 16+25.67,16.50'L EASEMENT / W cn
/ �` '� V "� a 3► oe =2+83.87,0.00' / o
/ 0• O 41 LL <v s o - 25
oo 4 oo �, o Go o LO 2609.68 RC
/ 10 qy w`\' o� `� moo, h' m m + o Y1 22 23 24 / //
o 'c 2+69.62,0.00 20 W w
> oo O^. �O q c� c.I N L± 15 16 17 18 1 g / / // / w
/ I 0� h� 'x �y`°o oq'' rye° co° r. 2608.98 AC/GB/PT
oo '`� c, h� do x N + 16+51.71,14.50,L °m/ / / 0 �
/s ery�o� `'4' �p��2o�` BLOCK 1 0 SUBDIVISION N0. 1 /
/� / FALL CREEK MEADOWS O
/ 5 �• /
\X^ INSTALL 20'WIDE ASPHALT DRIVEWAY
SEE DETAIL ON DETAIL SHEET PIRR PIRR / W
x PIRR PIRR -
/ ° 0 � 2608.69 FUGB RR PIRR PIRR /Q /
° • ° • C ,, Cz
2609.60 FG/GB PIRR PIRR PIRR
J
PIRR_ - EP EP
EP EP /°
18+00 _ _ EP - - _ _ - EP _ - - - - EP - _ _ _ _ EP - - _ _ - EP - - - ----
EP r -
EP EP EP -
Ep
EP EP
_ _
Q. EP ------%-----EP- EP-------- /
- - - - _ _
--------------- m
o r _ ----------------} ------------------i----- >- // m/ " % PROJECT NO. 20-0805-SW1
oe
v / / DWG FILE C.200[ 2
�hl�l ---------------------
N ��m / / / DESIGNED BY BT
---------------------
L---
Q
/ DRAWN BY JTA
El
QCHECKED BY BT
UNPLATTED I /° ISSUE DATE 01/15/21
/ HORIZ.SCALE AS SHOWN
o
17+0 VERT.SCALE AS SHOWN
I
C100
SHEET 2 OF 13
DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.200(Street and Storm Drain Plan).dwg
STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA
s'wIDEATTACHEDSIDEWALK
= SEE PLANS FOR LOCATIONS FINISH GRADE
SEEPAGE BED NO. 1 2SEEPAGE BED NO. 2 ELEV.="A.1"(MIN.) 2
ROLLED CURB-SEE PLANS FOR LOCATIONS
DI 1 A DI 2A WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED - °
�p *.
CLSTA. 14+92.49, 18.00'LT,W.DAVENPORT ST. CLSTA. 12+72.86, 16.50'RT,S.GRAYLING AVE.
DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV -1i1 li ll_ -
TOP OF CURB = 2620.42 TOP OF CURB = 2616.74 �d K 1 L K 6"LIFTS ulil E ° ` ° Cj
12"INV OUT(S) = 2617.17 12"INV OUT(W) = 2613.49 A.2 Q P IT PT . 5 TO I yam ;;;;;;;;;;;;;;;%; III-III' 3 x> ° 4
AP:
It-5e
INSTALL 32.32 LF 12"PVC(C-900)@ 1.11%TO DI 1 B INSTALL 29.32 LF 12"PVC(C-900)@ 0.85%TO DI 2B
Q(25) = 0.12 cfs Q(25) = 0.53 cfs
0(1oo) 0.17 cfs Q(1oo) 0.73 cfs
A.3 O Da NON WOVEN GEOTEXTILE PER SECT.8200 BMP 20 ON TOP a s
- - a
AND SIDES OF SEEPAGE BED. OVERLAP OF 1'MINIMUM. } PLAN CONCRETE COLLAR
° g D N.T.S.
DI 1 B DI 2B D ��i11'3 a"T��IR C D a r
CLSTA. 14+92.49, 18.00'RT,W.DAVENPORT ST. CLSTA. 12+72.86, 16.50'LT,S.GRAYLING AVE. o Z
DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV r
D w F-
TOP OF CURB = 2620.31 TOP OF CURB = 2616.74 00
o a O c~i� c\j °O o
12"INV IN(N) = 2616.81 12"INV IN(E) = 2613.24 A4 -18" 0
12"INV OUT(S) = 2616.81 12"INV OUT(W) = 2613.24 m > CO Ui
°O 1�
INSTALL 1.17 LF 12"PVC(SDR 35)@ 0.85%TO SG 1 Rj
INSTALL 1.17 LF 12"PVC(SDR-35)@ 0.85%TO SG 2 ASTM C33 FILTER SAND 1.5' o _; J` Y o o
0(25) = 0.44 cfs Q(25)= 0.61 cfs A 5 z
Q(1oo) = 0.61 cfs Q(1oo)=0.85 cfs A 6 I W X 8 s O w o z
MIN.EXCAVATION '-'-' Ld
HIGH GROUND WATER EL. N co m =
SG 1 SG 2 SEEPAGE BED SECTION VIEW 6 SECTION CONCRETE COLLAR o
1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) 1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) > N.T.S. Z T
WITH 20"BAFFLE SPACING. (SEE DETAIL ON DETAIL SHEET) WITH 20"BAFFLE SPACING. (SEE DETAIL ON DETAIL SHEET) I a
) ( ) ( ) ( ) ( ) ( ) GROUNDWATER OBSERVATION WELL-SEE ACHD a(
RIM = 2620.40(W),2620.36E MATCH FINISHED GRADE RIM = 2616.79 N ,2616.87 S MATCH FINISHED GRADE SUPPLEMENTAL DRAWING NO.SD-627
12"INV IN(N) = 2616.80 12"INV IN(E) = 2613.23 ON THIS SHEET
INLET BAFFLE = 2616.20 INLET BAFFLE = 2612.63 A.1 (MIN.) TOP BACK OF CURB _
- S TRANSITION FROM SOLID
OUTLET BAFFLE = 2616.70 OUTLET BAFFLE = 2613.13 ROLLED CURB ----------------------------------------------
18"INV OUT(W) = 2615.85 18"INV OUT(S) = 2612.28 0 PERFORATED
OF 18E SOLID WALL PIPE M
T
ROADWAY BASE MATERIAL
INSTALL 10.0 LF 18"ADS N-12 HP @ 0.00%TO SB 1 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 2 A.2
�D----- -A-G--34"- --- ---
SB 1 SB 2 CAP END 18"PERFORATED PIPE 18"NON-PERFORATED PIPE
INV.=A.3 INV.=A.3 FROM SAND AND GREASE TRAP °
53.0'L x 9.0'W x 6.0'D SEEPAGE BED 91.0'L x 9.0'W x 6.0'D SEEPAGE BED A.3 D -------------------------------------- (SEE PLANS FOR LOCATIONS) °
SEE DETAIL ON DETAIL SHEET SEE DETAIL ON DETAIL SHEET � � �_�j_ � �� gD D 5'-0"MIN. D - - - � �c�4"OF 3/4"PIPE BEDDING �
RR3%TO2 -0 _ D � � SECTION g D
D ���� N.T.S.
° D
A.4 �Af � �IV
STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA THE PORTION OF THE GROUNDWATER OBSERVATION WELL PIPE LYING IN DRAINAGE SAND MUST ASTM C33 FILTER SAND
BE WRAPPED IN DRAINAGE GEOTEXTILE,TYPE I(PER ISPWC SECTION 2050)AND THE � NAL
SEEPAGE BED NO. 3 4SEEPAGE BED NO. 4 GROUNDWATER OBSERVATION WELLS SHALL EXTEND TO A MINIMUM OF 1'BELOW A.5
THE BOTTOM OF SAND IN THE SEEPAGE BEDS. MIN.EXCAVATION 2017 ACHD REVISION S� ��isTER� f
DI 3A 014A A•6 L - 4
CLSTA. 12+51.26, 16.50'FIT,S.SEAGRASS AVE. CLSTA. 13+67.48, 16.50'RT,W.FLOWER GARDEN ST. HIGH GROUND WATER EL. = IDAHO STANDARDS STANDARD DRAWING
DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV SEEPAGE BED PROFILE VIEW FOR PUBLIC WORKS GROUNDWATER �I �O 62
TOP OF CURB = 2617.24 TOP OF CURB = 2608.09 DROP INLET CONSTRUCTION OBSERVATION WELL SD-627
(ACHD SUPPLEMENT) 1 OF 2
12"INV OUT(W) = 2613.99 12"INV OUT(SW) = 2604.84 INSTALL STORM DRAIN ELECTRONIC MARKERS AT ALL FOUR (SEE PLANS FOR LOCATIONS) OF
INSTALL 29.32 LF 12"PVC(C-900)@ 0.85%TO DI 3B INSTALL 29.32 LF 12"PVC(C-900)@ 0.85%TO DI 4B CORNERS.SEE STORM DRAIN MARKER NOTES ON THIS SHEET 2 0 ���MIN P O
Q(25) = 0.35 cfs Q(25) = 0.63 cfs LIP OF GUTTER LIP OF GUTTER 77� LEGEND
@, WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER
Q(100) = 0.49 cfs Q(1o0) = 0.88 cfs @Q 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED
° _ ! @3 CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703)
° g° - SEE AGE B D R A - OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER o �
DI 3B DI 4B W/1 TOP BACK OF ROLLIED CURB TOP BACK OF ROLLED CURB." ® TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- = � a o
CLSTA. 12+51.26, 16.50'LT,S.SEAGRASS AVE. CLSTA.13+67.48, 16.50'LT,W.FLOWER GARDEN ST. . CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS =
DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV e Q PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" o }
TOP OF CURB C 2617.24 TOP OF CURB = 2608.09 CENTER OF PIPE ° 18"PERFORATED PIPE 18"NON-PERFORATED PIPE SAND AND PIPE. DRILLED WELLS MAY USE 4" PIPE o } ¢ m
12"INV IN(E) = 2613.74 12"INV IN(NE) = 2604.59 W , , CAP END INV.=A.3 INV. =A.3 O GREASE O a<� OO NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK z a o
12"INV OUT(W) = 2613.74 12"INV OUT(SW) =2604.59 °° -------------------------------------
a TRAP OO POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY IN A BMP FACILITY w z z
(PER ISPWC SD-624) O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITH w o z
INSTALL 1.17 LF 12"PVC(SDR-35)@ 0.85%TO SG 3 INSTALL 9.02 LF 12"PVC(SDR 35)@ 10.64°i°To SG 4 W/2 ° ° GROUNDWATER . °l USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES o LU j
.° OBSERVATION E PAG BED A
Q(25) - 0.53 cfs Q(25) - 1.67 cfs GROUNDWATER ® °
WELL,SEE NOTES ° • ° o 0 o z
Q(100) = 0.73 cfs Q(100) = 2.33 cfs OBSERVATION WELL, � a ° ° ° ° ° • ° °• . � NOTES: � � o� �„ o
SEE NOTES THIS SHEET `TOP BACK OF°SIDEWALI( THIS SHEET �? TOP BACK OF SIDEWALK• ° ° 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR o w
STORM DRAINAGE FACILITIES a cc z w
cc
RIGHT OF WAY LINE RIGHT OF WAY LINE G 32. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS z o cwi) v
$00 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) DI 4C 14+70.82,47.66'RT,W.FLOWER GARDEN ST. 5' 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD CC 0 0 0
CD cn' L 5'MIN. 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION U
50
WITH 20"BAFFLE SPACING. (SEE DETAIL ON DETAIL SHEET) DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV v5 W w
RIM = 2617.29(N),2617.38(S) (MATCH FINISHED GRADE) TOP OF CURB = 2607.49 z m
z 12"INV IN(NE) = 2613.73 12"INV OUT(SE) = 2604.24
INLET BAFFLE = 2613.13 SEEPAGE BED PLAN VIEW o
OUTLET BAFFLE = 2613.63 INSTALL 120.70 LF 12"PVC(SDR-35)@ 0.51%TO SG 4 w a o
18"INV OUT(S) = 2612.78 Q(25) - 0.43 cfs STORM DRAIN MARKER NOTES: "' o
Q(1o0)= 0.61 cfs 1. STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS. z
INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 3 2. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING
CONSTRUCTION AND PRIOR TO BACKFILLING.
SB 3 SG 4
70.01 x 9.0'W x 6.0'D SEEPAGE BED 1500 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) SEEPAGE BED TABLE
SEE DETAIL ON DETAIL SHEET WITH 20"BAFFLE SPACING. (SEE DETAIL ON DETAIL SHEET)
RIM = 2 (NE),2608.38(SW) (MATCH FINISHED GRADE)
12"INV INN(NE) 2603.63
SEEPAGE BED NO. A.1 A"2 A.3 A.4 A.5 A.6 L W W1 W2 D
(NE) =
12"INV IN(NW) = 2603.63 (LOWESTTC) (LENGTH) (WIDTH) (WIDTH) (WIDTH) (DEPTH)
INLET BAFFLE = 2603.03 1 2620.31 2617.90 2615.85 2611.90 2610.40 2607.40 53.00' 9.00' 4.50' 4.50' 6.00' O
OUTLET BAFFLE = 2603.53
18"INV OUT(SE) = 2602.68 2 2616.74 2614.40 2612.28 2608.40 2606.90 2603.90 91.00' 9.00' 4.50' 4.50' 6.00' y
STREET AND STORM DRAIN DATA INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 4 3 2617.24 2614.90 2612.78 2608.90 2607.40 2604.40 70.00' 9.00' 4.50' 4.50' 6.00'
SEEPAGE BED NO. 5 SB 4 4 2608.29 2606.75 2602.68 2600.75 2599.25 2596.25 135.00' 15.00' 7.50' 7.50' 6.00'
135.0'L x 15.0'W x 6.0'D SEEPAGE BED
DI 5A SEE DETAIL ON DETAIL SHEET 5 2613.78 2611.40 2609.32 2605.40 2603.90 2600.90 71.00' 9.00' 4.50' 4.50' 6.00' w
CLSTA. 14+51.26, 16.50'RT,S.SEAGRASS AVE. CIO
DROP INLET,ACHD Supplemental Drawing SD-604A,TYPE IV = O
TOP OF CURB = 2613.78 SEEPAGE BED CONSTRUCTION NOTES: cm
12"INV OUT(W) = 2610.53 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ELEVATION. Q Q
INSTALL 29.32 LF 12"PVC(C-900)@ 0.85%TO DI 5B 2. IF ROCK OR IMPERVIOUS MATERIAL IS ENCOUNTERED,CONTRACTOR SHALL HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER J
AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, Q
0(25) = 0.36 cfs CAZ
CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE F-
Q(1oo) = 0.50 cfs
w
REQUIRED INFILTRATION. W
3. ALL VAULTS,MANHOLES,AND SAND&GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. z
DI 5B 4. WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC. 31 L j
CLSTA. 14+51.26, 16.50'LT,S.SEAGRASS AVE. 5. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. 2017 ACHD REVISION CD
DROP INLET,ACHD Supplemental Drawing SD 604A,TYPE IV 6. SEEPAGE BED WIDTH SHALL REMAIN CONSTANT. IDAHO STANDARDS oc
TOP OF CURB - 2613.78 7. SEE BMP 01 FOR SAND&GREASE TRAP DETAILS. FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING O
O BED CD
12"INV IN(E) = 2610.28 8. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY:T CONSTRUCTION OBSERVATION WELL S D-6 2 7 "'
12"INV OUT(W) = 2610.28 A)A MINIMUM OF 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED. (ACHD SUPPLEMENT) 2 OF 2 O
INSTALL 1.17 LF 12"PVC SDR-35 D.85%TO SG 5 B)BACKFILL OVER BED TO SUBGRADE WITH 6"-8"MINUS PIT RUN GRAVEL.
( )@ C)WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED. 31
0(25) = 0.39 cfs D)IF LESS THAN 1-FT OF COVER FROM TOP OF BED TO SUBGRADE,ANGULAR 3/4"TO 2"ROCK IS REQUIRED WITH MINIMUM 50%SINGLE 18"DIA.CORRUGATED HOPE OR W
Q(1oo) = 0.55 cfs FRACTURED FACE IN PLACE OF 2"DRAIN ROCK. PVC WALL DRAIN PIPE.
E)FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE SUBGRADE. 90° Cz
SG 5 9. FOR SEEPAGE BEDS OUTSIDE THE PUBLIC RIGHT-OF-WAY:A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO FINISHED GRADE IS REQUIRED. cc
1000 GALLON SAND AND GREASE TRAP(TRAFFIC RATED) 45° 7 45° y
WITH 20"BAFFLE SPACING. (SEE DETAIL ON DETAIL SHEET) SEEPAGE BED DESIGN NOTES: _
RIM = 2613.84(N),2613.92(S) (MATCH FINISHED GRADE) 1. SOILS AND GROUNDWATER INFORMATION PROVIDED BY MATERIALS TESTING&INSPECTION
12"INV IN(E) = 2610.27 (MTI FILE NO.B200031g,DATED JANUARY 24,2020.
INLET BAFFLE = 2609.67 2. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED 3/8"PERFORATIONS IN VALLYS OF
OUTLET BAFFLE = 2610.17 DURING CONSTRUCTION OF THE SEEPAGE BEDS. CORRUGATED PIPE.5 EA.
18"INV OUT(S) = 2609.32 3. DESIGN INFILTRATION RATE IS 8 INCHES PER HOUR.ACHD STAFF MUST VERIFY THE
INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 5 INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. 18"PIPE PERFORATION SCHEDULE PROJECT NO. 20-0805-SW1
4. DRAINAGE FACILITY MARKERS SHALL BE PER ACHD STORMWATER DESIGN GUIDELINES(8200) DWG FILE C.201
DETAIL 1.
SB 5 5. GROUNDWATER OBSERVATION WELLS SHALL BE PER ACHD SUPPLEMENTAL DRAWING NO. DESIGNED BY BT
71.01 x 9.0'W x 6.0'D SEEPAGE BED SD-627(SEE DETAIL ON THIS SHEET). DRAWN BY JTA
SEE DETAIL ON DETAIL SHEET
6. REQUIRED STORAGE VOLUME:
SEEPAGE BED NO.1: REQUIRED STORAGE VOLUME=1,152 C.F. CHECKED BY BT
SEEPAGE BED NO.2: REQUIRED STORAGE VOLUME=1,963 C.F. ISSUE DATE 01/15/21
SEEPAGE BED NO.3: REQUIRED STORAGE VOLUME=1,515 C.F.
SEEPAGE BED NO.4: REQUIRED STORAGE VOLUME=4,856 C.F. HORIZ.SCALE AS SHOWN
SEEPAGE BED NO.5: REQUIRED STORAGE VOLUME=1,524 C.F. VERT.SCALE AS SHOWN
6 SEEPAGE BED NO. 1 THRU 5 DETAIL
NOT TO SCALE Cm201
SHEET 3 OF 13
D:\Civil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.200(Street and Storm Drain Plan).dwg
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Cz
a
PROJECT NO. 20-0805-SW1
DWG FILE C.202
50 25 0 50 100
DESIGNED BY BT
HORIZONTAL SCALE IN FEET DRAWN BY JTA
5 2.5 0 5 10 CHECKED BY BT
ISSUE DATE 01/15/21
VERTICAL SCALE IN FEET
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
Cm202
SHEET 4 OF 13
DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.202(Street Profiles).dwg
GRADING CONSTRUCTION NOTES / 111111,
1. PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING AREAS AND FILL AREAS SHOULD BE STRIPPED OF ALL GRADING PLAN
DEBRIS,VEGETATION,AND UNDOCUMENTED FILL. M t- ISCALE: 1" - 40'-0"HORIZONTAL
2. FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FOR GENERAL FILL.GENERAL FILL USED FOR SITE I CIVIL INNOVATIONS
GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED BORROW SOURCES. GENERAL FILL SHALL CLASSIFY ACCORDING TO NORTH 60 40 20 0 40 80
ASTM D2487 AS GIN, GP, GC, GM, SW, SP, SC, SM, ML, CL (OR COMBINATIONS OF THESE SUCH AS SP-SM) MATERIALS. IN ADDITION, THE - - - - - - - - - - - - - _ _ _
GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL BE FREE OF EXCESS MOISTURE, ORGANIC HORIZONTAL SCALE IN FEET
MATTER AND DEBRIS.
3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCH AS STRIPPING OR ROOTS). TRASH,
DEBRIS,STONES LARGER THAN 4 INCHES,OR THAT CLASSIFY BY ASTM D2487 AS CH,MH,PT,OL,AND ARE NOT SUITABLE FOR GENERAL FILL.
4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL,THE EXPOSED SUBGRADE SHOULD BE UNIFORMLY y
SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, MOISTURE-CONDITIONED AS NECESSARY, AND COMPACTED TO A MINIMUM OF 95% OF THE
MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698.
5. AFTER SITE PREPARATION IS COMPLETED,GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE HORIZONTAL LIFTS AND COMPACTED
TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698-STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH _ !�
BUILDING PAD SHOULD BE DOCUMENTED FOR DENSITY.
6. GENERAL FILL PLACED WITHIN ROADWAY EMBANKMENTS SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE HORIZONTAL LIFTS AND COMPACTED o
TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE ASTM D698-STANDARD PROCTOR COMPACTION TEST. T o
SAGEWOOD O F- r E
7. ALL EXISTING IRRIGATION DITCHES,TEST PITS, FOUNDATIONS,AND DRAIN FIELDS SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED I j c\I C N
WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR SUBDIVISION T
ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. ' I SAGEWOOD CC)
.0
SUBDIVISION J >
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UNPLATTED I I N ti °� DWG FILE C 300
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DRAWN BY JTA
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ISSUE DATE 01/15/21
ASSHOWN
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Cm300
SHEET 5 OF 13
D:\Civil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.300(Grading Plan).dwg
- - - EG
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SC = 10+18 SC = 10+13 \ \ ti 2 SC = 10+52
yd Q m o
SI = 2603.10 AT R/W SI = 2603.06 AT R/W \ 3 SI = 2600.54 AT R/W � � / sZ �-r
SI = 2605.85 AT CAP SI = 2604.73 AT CAP 7 6\ \ ° 5 4 SL= 51.5'TO CAP / N
SL= 222.95'TO CAP SL= 167.95'TO CAP \ \ (4"PVC @ 2%MIN.) ` / / / / \ O z 3
\ (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) SC = 10+08 SC= 13+77 SC= 13+17 SC = 12+67 SC = 12+17 SC = 11+55 j ` / / 0 Uj m o 3
SC = 13+70 \ SI = 2601.35 AT R/W SI = 2601.15 AT R/W SI =2600.90 AT R/W ` Z � 3
SI = 2602.99 AT R/W SI -2601.66 AT R/W SI = 2601.17 AT R/W \SI - 2601.55 AT R/W co
o
\ INSTALL PRIVATE CLEAN-OUT SI = 2603.57 AT CAP SL=53.2'TO CAP SL- 39.5'TO CAP SL= 39.5'TO CAP SL = 39.5'TO CAP SL= 39.5'TO CAP SL=39.5'TO CAP
\ RIM = 2607.84(MATCH FS) SL= 111.75'TO CAP (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.)\ (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.)
'EXISTING 8"SEWER MAIN\ 4"INV THRU = 2603.10 (4"PVC @ 2%MIN.) ` \ 1
INSTALL PRIVATE CLEAN-OUT o I (PER SAGEWOOD
` \ RIM = 2607.77(MATCH FS) \ • \ )
SUBDIVISION
v v O CIVIL INNOVATIONS
\\ \ 4"INV THRU =2603.16 s T
F `163.7° EXIST.SSMH NORTH
\\ \\ 33.50 LF 4"PVC @ 2.000/c I I w I s w I w I I / SEXIST.SSCO _
\\ 1 I \ \ SSMH 2 A SSMH 1 s° \ ��\ 40 20 0 40 80
\\ IVA\CLEAN-OUT 28.50 LF 4"PVC 1 23.50 LF 4"PVC @ 2.00°/� 0 1 ss 13Lo
ss 12-
INSTALL ss ss y
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\ RIM = 2608.72(MATCH FS) @ 2.00% 12 88.25 LF 4"PVC @ 2.01% 90.00 W. FLOWER GARDEN ST. 97.1° 98.3 PRP \ HORIZONTAL SCALE IN FEET
\ \ 4"INV THRU 2605.18 - - - _ _ SSMH 3 ° 0 1 \ 4 2 0 4 8
to
\ \\ 98.97 LF 4"PVC @ 2.00/0 89.58 LF 4"PVC @ 2.01% o q
\\ N, \ I ___�_ _ 99\ P VERTICAL SCALE IN FEET
\ \ \\ \INSTALL PRIVATE CLEAN-OUT 90.47 LF 4"PVC @ 2.00% 5.0 6.00 2 \
\ Fq RIM = 2608.50(MATCH FS) \ \ \ 10.4 SC = 10+90
\ \\ 4"INV THRU = 2604.16 SC = 10+44 10.5' 1 P`PP SI = 2603.70 AT R/W \ \
\ \ \ 49.86 LF 4"PVC @ 2.01% BLOCK 1 SI =2603.22 AT R/W
SL= 38.5'TO CAP \ SEWER NOTES
c\ c \��\ 155.3°SSMH 4 (4"PVC @ 2%MIN.)
\ \\ -i\ 13 SL=93.3'TO CAP I s
\ \\ \INSTALL PRIVATE CLEAN-OUT (4"PVC @ 2%MIN.) - \ SC = 10+55 \ POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER
ss \ \ RIM = 2607.25 MATCH FS \ \ P SI = 2602.31 AT R/W 1 A PP NOTES NO. 2 AND 3 ON SHEET C.100.
\ \ ( ) \ \ PR SL= 26.9'1 CAP BLOCK 3 99\ \ ���N
\ \ 4"INV THRU =2603.20 ° ! SC = 11+30 3 * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE
\ \ \\\\ \ SC= 10+82 ° \F° \F� \ (4 PVC @ 2/°MIN.) �ISTE� l
\ \ \ \ SI _2602.34 AT R/W 148 2 SSMH 9 BLOCK 2 \ \ � SL=38.5'TO CAPS \\ \
�+ \ SEWER NOTE NO. 4 ON SHEET C.100. o
\ A9 SL 63.7'TO CAP SC = 11+44 19 \ j� �� 4"PVC @ 2%MIN. \ \
\ \ \ 9 4"PVC @ 2%MIN. y \ 9� ( ) 62
ss \ \ \ ( ) j � SI =2603.56 AT R/W \ �� \ \� � a/
\ \ q SL=38.5'TO CAP \ \ SC = +V A q V (4"PVC @ 2%MIN.) 1097
9� q \ d'� 9T� x�A Q�
\\ SC = 11+03 \ \ SI =2603.74 AT R/W �► 9 � 0 F
\ \ \\ \ SI =2602.45 AT R/W ! �' SL=28.5'TO CAP s SC = 11+80 4
\ \ \ \ SL= 26.6'TO CAP d'�► ! \ \ (4"PVC @ 2%MIN.) SI =2606.81 AT R/W \ N P
\ \ \\ \ (4"PVC @ 2%MIN.) 9G',p \ \99 SL=38.5'TO CAP \ \
ss \ \\ \ 9�,
i5 SC = 11+94 18 \ 5' \ (4"PVC @ 2%MIN.) \ \
\ F q \�'
� o
5 SI = 2604.62 AT R/W \
SL= 38.5'TO CAP
\ \ SC = 11+47 1
\ (4"PVC @ 2%MIN.) F LU cU a
SC = 11+53 SI =2605.46 AT R/W 9 \ LU LU
vT
\ \ \ \ A,9 \ \ SL=28.5'TO CAP � SC = 12+30 5 � o z
SI =2603.54 AT R/W \ cc o
\ \ \\ \ SL=28.5'TO CAP p ! \ \ \ (4"PVC @ 2%MIN.) ` SI = 2608.52 AT R/W \\ zo a m
ss \\ \ 4"PVC @ 2%MIN. 5 �� \ \ \ SL= 38.5'TO CAP z ¢ o
\ \ \Fq q ( ) SC = 12+44 17 \ \ (4"PVC @ 2%MIN.) LU LU zo z
\ \ \ 16 SI =2605.69 AT R/W L1J o
\ \ SL=38.5'TO CAP \ SC 11+97 S 0 tL >
\ SEE SHEET C.402 r.�° \ SEE SHEET C.401 0 g o
\ = -
CID
1 SEWER PLAN AND PROFILE z or
SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" a o z
= LUo 0
OCn V
C' = w
C LU LU z °O
cc
¢ z �
O J
LU Q O
wccoo =_
F- z
8-INCH SEWER PROFILE-W.FLOWER GARDEN ST.
2620 2620
Z
0
2615 2615
0
LU
J_
EXISTING GROUND AT- Z CD
cc
PIPE CENTERLINE
Q
,- -- 2 o
2616 __ -- - -- -- 2610 y z Q
------- --------------
_ W Q z
. I
----- ---- --- ;I o Q
FINISHED GRADE AT I w LU
°C
PIPE CENTERLINE Q LU
cn
4"PIRR i11 0
12"SD 81,W (8"C-900
2605 SLEEVE)
2605 O
8 II I
I I
II I I
II I I
W
51.87 LF 8"PVC @ 0.46% i11 11 6.66 LF 8"PVC @ 0.45%
Cz
a
8 47.49 LF 8"PVC @ 0.42%
II I I
259.40 LF 8"PVC @ 0.40%
2600 2600
SSMH 3
(48"DIA.MANHOLE) r 11 EXIST.SSMH
STA= 13+77.42(SE) SSMH 2 STA= 10+00.00
STA= 10+00.00(SW) (48"DIA.MANHOLE) SSMH 1 RIM = 2610.09
RIM = 2608.48 STA= 11+14.02(NW/SE) (48"DIA.MANHOLE) 8"INV IN = 2598.71 (W)
4"INV IN =2600.86(N) STA= 10+00.00(SW) STA= 10+62.53 (FIELD VERIFY)
RIM = 2609.57 RIM = 2609.78 PROJECT NO. 20 0805 SW1
8"INV IN T 2600.52 8 INV IN = 2599.08(W) EXIST.SSCO
8"INV OUT=2600.42((SSE) 8"INV IN = 2599.38(NW) "
2595 8"INV IN = 2599.38(SW) 8"INV OUT=2598.98(E) (TO BE REMOVED) 2595 DWG FILE C.400
STA= 10+08.66
8"INV OUT=2599.28(E) RIM = 2610.06 DESIGNED BY BT
8"INV IN = 2598.74(W) DRAWN BY JTA
8"INV OUT= 2598.74(E)
(FIELD VERIFY) CHECKED BY BT
ISSUE DATE 01/15/21
HORIZ.SCALE AS SHOWN
14+00 13+00 12+00 11+00 10+00 9+50 VERT.SCALE AS SHOWN
Cm400
SHEET 6 OF 13
DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.400(Sewer Plan and Profiles).dwg
I � a
SAGEWOOD i i
SUBDIVISION 3 EXISTING 8"SEWER MAIN
(PER SAGEWOOD SAGEWOOD 3
' SUBDIVISION) SUBDIVISION I EXISTING 8"SEWER MAIN
N (PER SAGEWOOD
SUBDIVISION)
p EXIST.SSMH S
/ESP �___EeP d3 - - - - - LLJ a
5 IEX^IST.SSCO
/yl r 6V WIRR PIRR I _
-d3-_PIRR f�=_6} PIRR {�- _ _ _ _ - PIRR PIR PIRR PIRR - - - L PIRR PIRR -- _ PIRR
PRR W.
Tpe T09 PIRR_ _ _ - -PIRR _ _ __ _ _ - TOE - - -PIRR TOE - - - -PIRR TO - - - - -PIR - - -" - - TOE
PI IRR PIRR PIRR - - - ~ _
T TO TOB I
QO0 TOE � d
12.0' PIRR x
8.5' .° o SSMH 8 XS
BLOCK 1 /// o SIC 11+06
SI =2612.63 AT R/W 5
SL 31.0 TO CAP o
(4"PVC @ 2%MIN.), 00
T T
SILU
C= 2600 54 AT R/W ! SSMH 1 BLOCK 3 BLOCK 3 m/// _ / / / / F-
c�
CD
SL= 51.5'TO CAP 163.7° 1 2 3 4 5 6 7 8 om 9 10 t I / / / / cn
@ 2%MIN.) // - 12.0' 10.0' / C7 00 .2
CIVIL INNOVATIONS J
/ / I SC = 10+90 SC = 11+30 SC = 11+80 SC = 12+30 SC = 12+80 SC = 13+30 SC = 13+80// = 14+ \ �/ NORTH Q Y o
14 SI = 2603.70 AT R/W SC 30 .
a SL= 38.5'TO CAP SI = 2605.09 AT R/W SI = 2606.81 AT R/W SI = 2608.52 AT R/W SI = 2610.23 AT R/W SI = 2610.86 AT R/W SI = 2611.24 AT R/W SI = 2611.62 AT R/W / / / < w
/ °
(4"PVC @ 2%MIN.) SL= 38.5'TO CAP SL= 38.5'TO CAP SL= 38.5'TO CAP SL= 38.5'TO CAP SL= 38.5'TO CAP SL- 38.5'TO CAP SL= 38.5'TO CAP 3 , SC= 2612.24 10+42
AT R/W 4 / / m w U
(4"PVC @ 2/o MIN.) (4"PVC @ 2/o MIN.) (4"PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) / / / 40 20 0 40 80 Z 3
SL= 31.0'TOCAP a / M = 3
2 SC = 11+55 / " (4"PVC @ 2°k MIN.) / / �
w o ° / ,,, I -fir , , / / I HORIZONTAL SCALE IN FEET o
/ SI =2600.90 AT R/W 98.3° o
SL=39.5'TO CAP .SSMH 2 r0 - ° ! / 4 2 0 4 s
(4"PVC @ 2%MIN.) 97.1° / / /
w I w I w I I w I 1 w
/ � I a
S.GRAYLING AVE. 90 0° SI =2612.04 AT R/W 4, / / / FALL CREEK MEADOWS
SSMH 5 � I i SC = 10+09 /
r ° o . ! sl ss I �s ss I ss - - VERTICAL SCALE IN FEET
, 4 - SL=31.0'TO CAP / SUBDIVISION NO.
�l S 11 l 0`SD' 0 11 12 ~ 180.0, 13 I 1 ss ss 1 15 L L 11 (4"PVC @ 2% )
MIN.
- o 0 3 90.0° SSMH 6 SEWER NOTES
SC - 12+17 Lri p o ,° , / / `�
/ SE
SI =2601.15 AT R/W ~ -
/ pr �\ SL=39.5'TO CAP 600' / ) POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER
SC = 10+55
4"PVC @ 2%MIN. o o / / NOTES NO. 2 AND 3 ON SHEET CA 00.
( ) SI = 2602.31 AT R/W d w / /
_ SC = 10+97 SC = 11+47 SC = 11+97 SC = 12+47* SC = 12+97�k SC = 13+47 SC = 13+97 I SC = 10+46 * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE
(4"PVC @ 2°O/o MIN.) SI =2603.74 AT R/W SI =2605.46 AT R/W SI =2607.18 AT R/W SI =2608.90 AT R/W SI =2610.40 AT R/W/ SI =2610.78 AT R/W SI =2611.16 AT R/W a SI = 2612.85 AT R/W /
ti SL= 31.0 TO CAP / SEWER NOTE NO.4 ON SHEET CA 00.
SL-28.5'TO CAP SL 28.5'TO CAP SL-28.5'TO CAP SL=28.5'TO CAP SL-28.5 TO CAP ,SL= 28.5'TO CAP SL= 28.5'TO CAP a � NOTE:
° ° " " " APPROXIMATE LOCATION OF
SC = 12+67
(4"PVC @ 2/o MIN.) (4"PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.)/ (4"PVC @ 2/o MIN.) (4"PVC @ 2/o MIN.) 3 �(4"PVC @ 2%MIN.) /
/ QQ SI =2601.35 AT R/W / 2 12.0 10.0' / / EXISTING SEPTIC TANK.EXISTING
/ SL=39.5'TO CAP /Jt
3 4 5 6 / 8 9 I / / / SEPTIC TANKS MUST BE ABANDONED
(4"PVC @ 2/o MIN.) Q // / / a IN ACCORDANCE WITH CENTRAL
�a SC= 10+81/ / DISTRICT HEALTH DEPARTMENT
Sl SL=26 311.5'TO CA3.52 ATP // / REQUIREMENTS.
SC = 13+17 ! W (4"PVC @ 2%MIN.) / �QNAL
SI = 2601.55 AT R/W / \ \ SSMH 7 / c�`a
SL= 39.5'TO CAP
(4"PVC @ 2%MIN.) TIE /
.y r - - - - TOE -
��0E- -6H 0`c BHP �0 OSOi a H O EG
IEE
n p \ rW
.
o.T - PIRR PIRR PIR - - _ _ - Er UGT 93 _ _j- -
62 0
C - - - - EG - - - - EG - - - • - - E G - - - - E G - - - - - - - - - IRR IRR PIRR - - E G --
�
SC = 13+70- Go / - - - - EG - FG EG _ � _ - - - EG- / / / � OF ��� Q
L - - - - EG f� IN V EG cr. E O' EG - EG EG _ EG- EG _ _ _ _ EG EG EG - J �.1
SI = 2601.17 AT R/W -
QQei SL= 39.5'TO CAP
AEG (4"PVC @ 2%MIN.) BLOCK 2 BLOCK 2 ~ °
s o /1 19 18 17 16 15 10 LU
5 14 13 12 11 i
s� .2 r3x) o J
� � �
fs""o O3 ors SC = 11+44 SC = 11+94 SC = 12+44 SC = 12+94 SC = 13+44 SC = 13+94 SC = 14+44 SC = 14+94 SC = 15+44 ° i / S S,sF " LU LU o z
asr �C '2Tp qT,Q SSMH 3 SI =2603.56 AT R/W SI =2604.62 AT R/W SI =2605.69 AT R/W SI =2606.75 AT R/W SI =2607.80 AT R/W SI =2608.63 AT R/W SI =2609.47 AT R/W SI =2610.30 AT R/W SI =2611.13 AT R/W o s�A6A z a g }
p �� �qp 90.0° SL=38.5 TO CAP SL=38.5 TO CAP SL=38.5 TO CAP SL=38.5'TO CAP SL=38.5'TO CAP SL=38.5'TO CAP SL-38.5'TO CAP SL-38.5'TO CAP SL-38.5'TO CAP / qsS a m
I ! ro K'PVC @ 2%MIN.) (4"PVC 2%MINI (4"PVC na 2%MINI 14"PVC n 901.MIN t tA--PIM n 90/_RAIKI) IM DIM!l 901 RAIKI 1 /A"r)V!% 00/ RAIKI T nvn nm nnul, .,, ...,. ;! \VF W Z >
1
SEE SHEET C.400 ItC.402 LU o z SEWER PLAN AND PROFILES w o J
o) w >
SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" o CDg z
cc = u, o
= z w Cl-
CC LU or
CDZ U
Q
CJ)
= LU O LU
O v) V
cl = w
CD LU LU
z °O
cc
¢ z �
� J �
W Q O
8-INCH SEWER PROFILE-S.GRAYLING AVE. "' z
2625 2625
2620 - - ------- 2620 Z
- 11
EXISTING GROUND AT - �-4"PIRR
PIPE CENTERLINE __----- ��
SLEEVE) 8-INCH SEWER PROFILE -W.DAVENPORT ST. (WEST) 8-INCH SEWER PROFILE-W. DAVENPORT ST. (EAST) Q
2615 12"SD 2615 2630 2630 2630 2630
LU
2 O
FINISHED GRADE AT
PIPE CENTERLINE Ir
0
2610 12.36 LF 8"P C @ 0.76% Z z
Q z
2610 2625 2625 2625 2625 W 0 ¢
SSMH 6 c
(48"DIA.MANHOLE) w Ir
SSMH 5 DIA.MANHOLE) STA= 15+04.74(N) 2i LU
FINISHED GRADE AT 3:STA= 38 PIPE CENTERLINE
STA= 10+00.00(W/E) FINISHED GRADE AT Q cn
w
O 2617.7
RIM = 2620.82 PIPE CENTERLINE T
RIM = 617.78 8"INV IN = 2610.93(W) i
�-4"PIRR $ Q�G @ 3• 8"INV IN = 2609.21 (S) 8"INV IN =2610.93(E)
(8"C 900 8"INV OUT= 2609.11 (N) --- __ 2620
2605 SLEEVE) 22��S�F 8"INV OUT= 2610.83(N) 2605 2620 ----- ---- 2620 2620
EXISTING GROUND AT W
PIPE CENTERLINE EXISTING GROUND AT
PIPE CENTERLINE cz
59.33 LF 8"PVC @ 3.44%
SSMH 4
2600 (48"DIA.MANHOLE) 2600 2615 2615 2615 2615
STA= 10+63.33
RIM = 2610.29
SSMH 2 8"INV IN = 2601.52(S)
(48"DIA.MANHOLE) 8"INV OUT= 2601.42 (NE) 86.00
STA= 10+00.00(SW) �F 8"PVC
STA= 11+14.02(NW/E) 1.9�% 109.50 LF 8"PVC @ 0.60% PROJECT N0. 20 0805 SW1
RIM = 2609.57 SSMH 7 DWG FILE C.401
8"INV IN = 2599.38(NW) (48"DIA.MANHOLE) SSMH 8
2595 8"INV IN = 2599.38(SW) 2595 2610 STA= 10+90.00 SSMH 6 2610 2610 SSMH 6 (48"DIA.MANHOLE) 2610 DESIGNED BY BT
RIM = 2621.23 (48"DIA.MANHOLE) (48"DIA.MANHOLE) STA= 11+13.50 DRAWN BY JTA
STA= 10+00.00 (W/E) STA= 10+00.00(W/E) RIM = 2620.26
2599.28(E) 8"INV OUT=2612.56(E) STA= 15+04.74(N) STA= 15+04.74(N) 8"INV OUT=2611.59(W) CHECKED BY BT
RIM = 2620.82 RIM = 2620.82 ISSUE DATE 01/15/21
8"INV IN = 2610.93(W) 8"INV IN = 2610.93(W) HORIZ.SCALE AS SHOWN
8"INV IN = 2610.93(E) 8"INV IN = 2610.93(E)
8"INV OUT= 2610.83(N) 8"INV OUT=2610.83(N) VERT.SCALE AS SHOWN
9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 11+50 11+00 10+00 9+50 9+50 10+00 11+00 11+50 CA01
SHEET 7 OF 13
DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.400(Sewer Plan and Profiles).dwg
SEE SHEET C.400 SEE SHEET C.401
-- ---- - - ---- -• ----••-••• •I.. � -,....... .v.. vi -ww.o.n. ./- o1 =cuI�.Yurvin/vv J1 =401U./OAIn/VV N =Zn11.10AIh5/VV'
4"PVC SL=28.5'TO CAP SL=28.5'TO CAP SL=28.5'TO CAP SL= 28.5'TO CAP SL= 28.5'TO CAP SL= 28.5'TO CAP SL=28.5'TO CAP c SI =2612.85 AT R/W
/ (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 3 3 SL= C TO CAP / I
SC = 12+67 /// / (4"PVC @ 2%MIN.)
SI =2601.35 AT RAN 5� 2 // / 12.0' 10.0' a
SL=39.5'TO CAP , y. / 3 4 5 6
/ e // (4"PVC @ 2%MIN.) �Q� a / /\ 8 9 I / a
SC = 10+81/
SI = 2613.52ATR/W / I
/ SL= 31.5'TO CAP /
SC = 13+17
SI =2601.55 AT R/W y' / / - SSMH 7 (4"PVC @ 2%MIN.)
SL=39.5'TOCAP / // \F� \ // �1 �f I
/ (4"PVC @ 2/o MIN.)
,y r TOE - - T E �
O -OHS
PIRR PIRR PIR UGT 03 '° a
T T
LU
M EG EG - - - - - - rr IRR R PIRR - - EG ' / 00
r E
EG
SC = 13+70- �� E 00� EG EG - - - EG- EG - - - EG - - - - - EG - - - - - EG _ - - - - EG EG EG EG EG \ I > 00 cC EG -SI =2601.17 AT R/W EG - J .°
SL=39.5'TO CAP
G N
(4"PVC @ 2%MIN.) Lu
BLOCK 2 BLOCK 2 < U) LUZ
19 18 17 16 15 14 13 12 11 10
O � m = 3
q o
SsOrs ! / SC = 11+44 SC = 11+94 SC = 12+44 SC = 12+94 SC = 13+44 SC = 13+94 SC = 14+44 SC = 14+94 SC = 15+44
�,V.pp, p-'C �"Tp�/,Q SSMH 8 w SI =2603.56 AT R/W SI =2604.62 AT R/W SI =2605.69 AT R/W SI =2606.75 AT R/W SI =2607.80 AT R/W SI =2608.63 AT R/W SI =2609.47 AT R/W SI =2610.30 AT R/W SI =2611.13 AT R/W e S
e SS
�L!\ !p9j 2� qp�L I gp•p° SL=38.5 TO CAP SL=38.5 TO CAP SL=38.5 TO CAP SL=38.5'TO CAP SL=38.5'TO CAP SL=38.5'TO CAP SL=38.5'TO CAP SL=38.5'TO CAP SL=38.5'TO CAP
iNt'/�s0�g`grF �rijiJ r0 (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) t °
\ / /
S Fg A v I
w I w I w I w I I I /
Q 8 Sro 70 �o 2 SSMH 9 SSMH 10 w I w I w I w
j 0 8 '� oo r' 148.2° - - - - - - - - - - - - - - - - _ _ SSMH 11 y ° /
ss/ 0 ^0 �0 �� S S.SEAGRASS AVE. /
l`r�03sj q/ �L� `�, I ss ss I ss s 1 ss ss 1 6 //
ss 1
ABC r�S q4'' 12 13 180.01 14 15
�2 /0 �qA ti' QJ o y om
C o° o
o ti L6 BLOCK 1
0
26
9ABC _ 11+03
�s0g-0 3 ?O� o`�'o� SI =2602.45 AT R/W SC = 11+53 SC = 12+03 SC = 12+53 SC = 13+03�k SC = 13+59 SC = 14+03 SC = 14+53 SC = 15+03�c SC = 15+58 SC = 15+92
9i q! (1" r q/ o SL- 26.6'TO CAP SI =2603.54 AT R/W SI =2604.61 AT R/W SI -2605.67 AT R/W SI -2606.73 AT R/W SI = 2607.86 AT R/W Sl _ SI =2611.68 AT R/W a
g'� -? IID ABC s>9S/q/C, o 0 0 0 ° SL=2805 TO CAPS SL=2 805 TO CAPS SL=2 81.5 TO CAPS SL=2 81.5 TO CAPS -
Nl/ 60 qr O qA / (4"PVC @ 2/o MIN.) SL- 28.5 TO CAP SL-28.5'TO CAP SL-28.5'TO CAP SL-28.5'TO CAP SL= 28.5 TO CAP SL- 26.4'TO CAP /
/hSQ�j8�24 C!F ��°2j,o qA SC = 10+44 SC = 10+82 (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2/o MIN.) (4 PVC @ 2%MIN.) (4 PVC @ 2/o MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.)
33501FSCs/CyFS�Ur J SL= 93.3'TO CAPS SL=63.7'TO CAPS / /
25 _ �� �0, �N AL
S' Q" 8 J / 4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.)
10 sr�. 10 ( 22 23 24
��ZS TE�� r
Sr�o�s Oy- �2 12 INSTALL PRIVATE CLEAN-OUT 14 15 16 17 18 19 20 21
S� �s 0dr a O� RIM = 2607.25(MATCH FS)
rill, �22 0S8S q/ 4"INV THRU =2603.20 0
FALL CREEK MEADOWS q/ SUBDIVISION NO. 1
C S C INSTALL PRIVATE CLEAN-OUT
qpA RIM = 2607.77(MATCH FS)
/ �
4"INV THRU = 2603.16 O FMIN P �
p,99 49.86 LF 4"PVC @ 2.01% PIRR PIRR
INSTALL PRIVATE CLEAN-OUT PIRR PIRR PIRR /
RIM = 2608.50(MATCH FS)
4"INV THRU = 2604.16 PIRR PIRR PIRR I( /
PIRR PIRR Ep EP EP - - - - - EP - - - - - EP - - - - - EP - - - - - EP - - - - EP / // O J
98.97 LF 4"PVC @ 2.00% - EP - - - - - EP - - - - - EP- - - - LULU
- _ / CDZ
EP - - - EP- - - - - EP - - EP EP EP ��- EP fa w // 2T cc CD
O Q m
cc
I / FJ5
EP EP EF -�',o- _- -_ Ee IZ Q O
Z Z
_ /
- E EP P o
EP
O O Z
SEWER PLAN AND PROFILE
CD LU w
} cc LU U
SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" a o z LU
� u, o
O v. U
C, = w
c3 LU LU
z °O
C
¢ z �
J
W Q O
wc co I-__
F- z
8-INCH SEWER PROFILE-S.SEAGRASS AVE.
2620 2620
CIVIL INNOVATIONS
_ ___-------- NORTH
__ ----- 40 20 0 40 80
EXISTING GROUND AT-
PIPE CENTERLINE _-- HORIZONTAL SCALE IN FEET
2615 --- 12"SD 2615 4 2 0 4 8
__- VERTICAL SCALE IN FEET
__- 12"SO Cal w
SEWER NOTES o
y = o
2610 2610 POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER Q 0-
FINISHED GRADE AT $ PVC @ j•67% SSMH 11 NOTES NO. 2 AND 3 ON SHEET CA 00. � � o
LF 48"DIA.MANHOLE z
PIPE CENTERLINE 2.60.57 ( ) * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE y z Q
STA= 16+00.05
RIM = 2619.36 SEWER NOTE NO.4 ON SHEET CA 00. W 0
8"INV OUT= 2610.69(N) cc E�
wLU
°C
2605
12"SD
2605 cwi)
213°lo SSMH 1 O
23T 3l LF
g pVG @ (48"DIA..MANHOLE) O
STA= 13+35.48
RIM = 2614.92
8"INV IN =2606.35(S)
90.12 LF B"PVC @ 0.64% 8"INV OUT= 2606.25(N)
W
2600 SSMH 3 2600 Cz
(48"DIA.MANHOLE) (48"
SSMH 9 a
STA
STA= 10+00.00(SW) DIA. MANHOLE) y
STA = 13+77.42(NW/SE) STA= 10+94.12
RIM = 2608.48 RIM = 2609.77
4"INV IN = 2600.86(N) 8"INV IN = 2601.20(S)
8"INV IN = 2600.52(SW) 8"INV OUT= 2601.10 (NE)
8"INV OUT=2600.42(SE)
2595 2595
PROJECT NO. 20-0805-SW1
DWG FILE C.402
DESIGNED BY BT
DRAWN BY JTA
CHECKED BY BT
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 ISSUE DATE 01/15/21
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
Cm402
SHEET 8 OF 13
DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.400(Sewer Plan and Profiles).dwg
CONSTRUCTION KEY NOTES r
2WATER PLAN 111111,
WATER PLAN
SCALE: 1" = 40'-0"HORIZONTAL
CIVIL INNOVATIONS
T8 Tee,8"x 8"x 8" R1 Reducer,8"x 6" g NORTH 60 40 20 0 40 80
MEMO
T6 Tee,8"x 8"x 6" IS,] 3/4"Single Water Service Per City Of Meridian EXISTING FIRE HYDRANT HORIZONTAL SCALE IN FEET
Standard Drawing No.Wi &W2 (PER SAGEWOOD
17
FV8 Valve,8"Gate S2 3/4"Double Water Service Per City Of Meridian _ _ SUBDIVISION)
Standard Drawing No.W1 &W3 3
WATER LINE NOTES mi
FV6 Valve,6"Gate SL Water Service Sleeve(2"PVC Schedule 80) S (S� � POTABLE/NON-POTABLE CROSSING. SEE WATER mi
See Water Nate No.4 On Sheet C.100
NOTES N0. 2 AND 3 ON SHEET C.100
FEI Elbow,8",11 1/4' [B] Temporary 2"Blow-Off Assembly Per City Of Meridian a I NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF
Standard Drawing No.W13 y{ COVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER. y
're ore Hydrant Assembly Complete Per City of Meridian Standard EXISTING FIRE HYDRANT I
E22 Elbow,8",221/2' [H]
Drawing No.W8(Also See City of Meridian Standard (PER SAGEWOOD 3
Drawing No.W9 for Water Service/Fire Hydrant Location) SUBDIVISION) 3 I w 00
E45 Elbow,8",45' [K]
P.C.C.Thrust Block(As Required Even If Not Shown) O ~ r E
N C9 S
V� N I c�
Q m C
Point of Connection.After Testing And Approval,Connect EXISTING 8"WATER MAIN EXISTING 8"WATER MAIN ----------- o
> �
E90 Elbow,8",90' [P]
a m Q 00
to Existing Water Main ODD (PER SAGEWOOD (PER SAGEWOOD I Q Y — o
SION SUBDIVISION) 3 SUBDIVISION) ' Q Ld
N
SAGEWSUBDIVISION I O U m z 3
N w O 3
�
p o
°
c Z r
EQP ---ERP - - — LLI P D P
— 5S — — — — — SS Ss — — — — — Ss — — — — — S —
{F _�}_PIRR { _�} PIRR - PIRR PI PIRR PIRR PIRR PIRR PRR L PIRR �IRR -- -- _ — PIRR J
LL!
TOB TOE I
r PIRR - t — TOE TOE TO — — — — — — — — — — TOE
GB TGB — — ERR 12.0'- — — PIRR PIRR PIR PIR IRR PIRR 71IRR _ ~ I T —
/ // I II //°0 • ti ti OO TOE 'X� —
/
BLOCK 1 a 5co
/
° / I
/ N / 8.5' _ BLOCK 3 //
BLOCK m
? ♦ 11 LF 8"PVC 1 2 3 4 5 6 7 8 °0 9 -10 ° 25'MINI I S1 SL /
V8 T8 r42, /// cc
2.0' / I /
, : E22 K K / / 10.0i
/ o ♦ a 72 LF 8"PVC S2 $2 / /
18 LF 8"PVC $2 H °°// S2 I IJ 4
w/ / // o/ ♦ 2 14 LF 8"PVC w / Ln 13 LF 6"PVC //
rss I AL
w I w I w I I w I ! w I I °
/ I ! ! w T8 V8 V8 K /
225 LF 8 PVC / 178 LF 8"PVC r / /
El° _ _ _ _ _ _ TT_ z S.GRAYLING AVE. BLOCK 4r / / FALL CREEK MEADOWS 0 62
S2 QSO o K / ,. ! S SS 1 SS SS N 1 / L L 111 _ 3 / / / SUBDIVISION NO.2 I �? p/�/��.?/�o
ss I ss ss I W
a
LID
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/ / / /♦QQ / ( 00
�0 13 LF 6"PVC Ell °m°0
- K S2 E11 S2 S2 T6 // // S2 I M a I / / / / LL
I y K V6 / / - o y 1 2( / I o F-
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/ / / U a 0
UNPLATTED // / / sQQ 4 5ti . T6 Vs K 2 K // 12.0 CD
10.0' \ / / / a z cc o m
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// / / � � K E22 `� / / a / � z z
S2 �► p NOTE: / / /
I zooms z
/ / //♦ / '/ � •• ! �,�� / EXISTING WELL MUST BE ABANDONED FROM � \ -� � /
cc/ y // ♦ / 5 / DOMESTIC USE IN ACCORDANCE WITH IDAHO / \ \ �.� j4� I / / o 0
\ c / CD w L` >
° / ♦ y Sp — _ — — — _ — TOE — — — — DEPARTMENT S, WATER RESOURCE ( \ — a/ I a CC z �
ro _ T E REQUIREMENTS,WITH VERIFICATION OF ° / z C) W w �,
Q F0 T8 V8 V8 K z or
�GF B„ G „p�G „ �, „�— DISCONNECT BY MERIDIAN PUBLIC WORKS — — — — — o LL
° EG— EG — — — �O €j-- PIRR PIRR PIR — — — — PIRR `J3 PIRR — — EG— ° I n O = O
— — — — — — — — — — — — DEPARTMENT. CONTACT IDWR IF WELL _ /
- - EG EG — ABANDOMENT IS REQUIRED. WELLS MAY w / / INSTALL 20 LF OF 12"x 3/8"STEEL PIPE SLEEVE / C.D LU w
BE USED FOR IRRIGATION PURPOSES. — — — EG— — — — EG K E45 — — EG _ / PER CITY OF MERIDIAN SUPPLEMENTAL DWG.SW1 &SW2 a cc
EG —6—
6- EG E , V oo� -f- EG EG EG_ _ _ EG - EG - - - EG - - - - EG EG EG EG J a
12 LF 8"PVC w ,N / P L1J < o
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T8 / 4 88 -EXISTING 8"WATER MAIN w CO
/ // ♦/° / / / BLOCK 2 BLOCK 2 c� �CFB pVC (PER FALL CREEK z
S2 / 19 18 17 16 15 14 13 12 11 M / I
10 14 LF 8"PVC 3N ! 1 MEADOWS SUBDIVISION)
7 w f ti`' S1 K 13LF6"PVC JG ' i I ii S S.SF,4�RA w
m e
56 LF 8"PVC 1 I S2 S2 H S2 Q
E22 K
ros � _ 13 LF 6"PVC �,'`
8w o T6
26 LF 6"PVC '��° Ss 1 �,
w I w 1 w I w I I I I w I I w 1 K3� —
/� 8 K H s 220 LF 8"PVC z 276 LF 8"PVC w 1 w
S.SEAGRASS AVE_ ti E22 K
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S1 .�, N N O
_ _ / / ~ u�
S2 I t ti o° I LL0 BLOCK 1 / {
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�/ �°0 / / E11 26 / ��/ EXISTING FIRE HYDRANT
/ / / / e� 9 E11 S1 / / (PER FALL CREEK O
♦ / / Q E22 S2 S2 T6 S2 / Qee // MEADOWS SUBD.NO.1) y Q z
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;5 e BLOCK 1 FALL CREEK MEADOWS
/ j/ 11 / 13 SUBDIVISION NO. 1 / O
0
N
PIRR PIRR ,...,
/ V ° PIRR PIRR PIRR W/ RR
PIRR PIRR PIRR
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PROJECT
55 — — — — DWG FILE N0. 20 080 C 500
�- - — S- - - - - - SS - - - - - SS —�I a �Om / / / /
DES
GNED
BT
I � �— — — — — ss — — — — � / �°`'/ / / /� DRAIWN BY BY JTA
UNPLATTED I \ � \� // om °� / / CHECKED BY BT
Q o I I w m / ISSUE DATE 01/15/21
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
Cm ,500
FP - - - FP tr
SHEET 9 OF 13
DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.500(Water Plan).dwg
I
2 CONSTRUCTION KEY NOTES ® PRESSURE IRRIGATION PLAN
PRESSURE IRRIGATION PLAN g _I SCALE: 1" = 40'-0"HORIZONTAL
CIVIL INNOVATIONS
so 40 20 0 40 80
FsL8 Pressure Irrigation Sleeve, 8"PVC, C-900 [C4] Plug Or Cap, 4"
NORTH
3/4" Pressure Irrigation Service Per NMID Standard HORIZONTAL SCALE IN FEET
T4 Tee,4" Detail-Type"A" Riser — — — _ _ _
Si
FV4 Valve,4"Gate FK P.C.C.Thurst Block(As Required Even If Not Shown) S
FEI Elbow,4", 11 1/4° ❑P Connect To Existing Pressure Irrigation Main a I a
FE2 Elbow,4", 221/2° FA Install Air Release Per NMID Standard Specifications
3
Install Drain Valve Per NMID Standard Specifications
[E3] Elbow, 4", 45° 7 (Daylight Into The Eight Mile Creek) g w 0
" — O ; N °o
[E4] Elbow, 4", 90°
o tiCO
a
- J amo °0 .0
LU
3 EXISTING GRAVITY Y cmV
EXISTING 4"PRESSURE W SAGEWOOD 3 I IRRIGATION STRUCTURES ' Q cwi>
I K w SUBDIVISION EXISTING 4"PRESSURE K (TO REMAIN) O z 3
/ IRRIGATION MAIN w m 3
K (PER SAGEWOOD SUBD.) " T4 IRRIGATION MAIN O m
(PER SAGEWOOD SUBD.) K I I T4 K Z co
1 3
EeP ---EeP E`� - "' P � K S EXISTING 4"PRESSURE CL
d3 — — — — — d3 — — — — V4 59 LF 4"PVC P IRRIGATION MAIN
TEE TO TEE 13 LF 4"PVC E4
/ - -/SS - - - - - E1 SG — - - - 55 - - - - 5 -10 LF 4"Pvc T T4 I _
fP---,i}_PIRR -EP- -d} PIRR {�- - - _ _ _ IRR —` PIR PIRR WIRR PIRR 1 PIRR IRR — — — ` PIRR PIRR T4 _ _- -- _ I
SAGEWOOD
1/ ( (PER SA D SUBD.) E1
— n T PIRR _ -717!1-- - TOE — _ _ TOE — — — — — TO TOE ----------------------
W
i Ge °B 107 LF 4"PVC — — — — — PIRR PIRR PIR 407 LF 4"PVC IRR PIRR PIRR ( ) I EXISTING GRAVITY
S°0 K V4 $� o ///C
— o — T°Eo 134 LF 4"PVC TEE TO ELBOW dT4 IRRIGATION MANHOLE
/ / S1 53 LF N S1S1 S1 S1 � S1S1 S1 S1 S1 SL T4 0 / a (TO REMAIN)
PRESSURE IRRIGATION NOTES: / / / BLOCK 1 a 55 LF � 5 / S1 /
55 LF 4"PVC V4 C1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL / / / —44 LF 4"PVC (VALVE TO TEE) � 3 V4
BE OWNED AND OPERATED BY THE SAGEWOOD WEST / / K E2 V4 ;� / /
HOMEOWNERS ASSOCIATION. / / / / / Ira BLOCK BLOCK3 °0// a V4 ___I rrr / / ' 3.00'
o / K 1 3.00' 2 3 4 5 6 7 8 //° 9 aLLa K — � \ °
2. A CONNECTION BETWEEN THE PRESSURE IRRIGATION l 7.96
AND DOMESTIC WATER SYSTEM WAS INSTALLED IN / / // / S1 // 3.00,
SAGEWOOD SUBDIVISION (BACKUP SOURCE FOR THE / / j as / I /
3 I_ 4 $1 / EXISTING 6"PRESSURE
PRESSURE IRRIGATION). / / // J V4 E1 E2 K °°°0/ IRRIGATION MAIN
2 � � wJ�' �' /// ., i �f �T T T � / / EXISTING 15"GRAVITY(PER FALL CREEK SUBD.)
5.Op 58 LF a K E2 E1 V4 / / IRRIGATION MAIN �QNAL
w
w w w w w w V/ ° / / / a (PER FALL CREEK SUBD.)
J / N
S1 '/ S.GRAYLING AVE_ l�'5'_ 60 LF BLOCK 4r/ / / FALL CREEK MEADOWS
/ s ss ss ss ss s — ���' $` L1111���_ 3 S1 / / SUBDIVISION N0.2 ii
0K E2 E1 V4 as — ss V
K E2 E1 V4
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S1 oe �I S
° of � I � M a INp.
/m ♦QQQ E2 K / d W N
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S1 /// / - o / 21 S1 / / � w
CD
UNPLATTED / // Q 4 y // / > = c.3
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27 LF 4"PVC / F \ �� ,1 S1 a / E �n o
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- U T a z °C W °C U
IRR WRR PIR IRR IRR 03 I a p z W
Q EG EG /�-- 406 LF 4"PVC E4 K , / oc Lu o 0
EXISTING GRAVITY z
EG —6 EG E / EC EG S1 T4 S1 EG S• EG S1 _U') S1 — — — — EG S1 — — S1 S1 EG S1 EG EG EG \ MANHOLE � m
EG EG / / / IRRIGATION M L"
/ o (TO REMAIN) a
K w K N1V4 I � J �
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LLl Q O
S1 / BLOCK 2 BLOCK 2 w � �_
19 18 17 16 15 14 13 12 11 10 /
3 66 LF //j� ~ � z
' `ol S s\�SFgPRggs \ \
/ Q AV
S1 K E1 V4 "
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SE
0
w w w w w w w w w b w w �/ EXISTING GRAVITY
//� ♦ /° / / / QQQ 8 S.SEAGRASS AVE. QQQ // IRRIGATION MANHOLE \ \
y / ♦ / / / / S 1 SS SS SS S — — — — — — — — — —
C4
/ ss ss s ss ss S /Q (TO REMAIN) /
Q
BLOCK 1
s - - - -
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♦ / / QQ ti / v QQQ / p EL
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e S1 °9a / BLOCK 1 / // FALL CREEK MEADOWS / w
$1 SUBDIVISION NO. 1 /
— —I SS s / S1 S1 S1 / O
/ 13
S1 S1 S1
S1 S1 o O
p, 1 S1
S1 $ '� PIRR PIRR � /PIRR
PIRR �
3 I / ° S1 726 LF 4"PVC RR PIRR PIRR (/ / EXISTING GRAVITY '
G . • . ° e • / PIRR PIR, PIRR I
a /�/ / IRRIGATION MANHOLE / W
/ . PIRR PIRR EP — — — EP EP EP EP EP EP
oe 0 — — — P — — — / E1 (TO REMAIN) Cz
EP /
EP — — — — _ EP — _ _ _ EP EP EP " //om/o / E 3 / Q
J EP _ — _ — _ EP — —
' " EP EP EP El � Q/�� �� �� EP 1 ep I // / / �/ S1
S E2 EP EP EP EP EP—
S EP --
EP EP EP
_EXISTING 15"GRAVITY
y �// / / / IRRIGATION MAIN
SS S z clm (PER FALL CREEK SUBD.) PROJECT NO. 20-0805-SW1
— 55 - - - - - 55 - - - - - SS - - - - SS — I v a DWG FILE C.600
IS — _ — ss - - - - - ss - - — ` ��t��\_�'v—v
�— — / EP °�, / DESIGNED BY BT
F- I z z / // // // IRRIGATION MAIN SURE /
UNPLATTED I ti // � // (PER FALL CREEK SUBD.) / DRAWN BY JTA
o W m / // / ' CHECKED BY BT
ISSUE DATE 01/15/21
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
I / /
o EP EP Q Cm600
QQQ
SHEET 10 OF 13
DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.600(Pressure Irrigation Plan).dwg
BLOCK 31 \ /
1117
- EG
O
EXISTING IRRIGATION BOX N0.1 19 /`�6 �, d'�e►9� / 14 // -
S
(� OVER-EXCAVATE EXISTING DITCH TO NATIVE SOIL AND BACKFILL ` / � 8/
EXISTING 36"RCP \ ° � ( `�� �° � s � ( i'
\ d/ WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS (PER SAGEWOOD EXISTING SAGEWOOD 20 \ 13/ \ / / �y� \ \\ '� Cj
\ / / Cj
DATA TO VERIFY NATIVE MATERIALS MEET ISPWC STRUCTURAL FILL SUBD. / SUBDIVISION / .p ePF10
SPECIFICATIONS AND A COPY OF THE COMPACTION TEST RESULTS. ) - - / \ / 9 / �.�'� // / / f`�► �, l
/ l i IRRIGATION MANHOLE NO. \ / GSRR 9 �`° / / \ l V N f \\
EXTEND EXISTING 12"PVC / r k \ EXISTING IRRIGATION BOX NO. UNPLATTED / EG 5' / E O - 26 / \ / \ _ c`w_ \
0.10'(TO INSIDE WALL) ss / '� 16 A\ \F� 9
IRRIGATION MANHOLE NO.1 \ E i
12"INV= 2601.38 s �, �6� - - - - - IRRIGATION MANHOLE N0.2�G/ 55 � EG�260�j�`L i ' /i � � • \ , 12 \ � EXISTING SAGEWOOD y
/ ' sG '601. 8 - - - EG - - - - - - - ' / / / / j j� \\ \ p.R / 21 SUBDIVISION
i lP �� Ss c0 ss00
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PIRR PIR 2607 - PIRR / / / �� \\II \ Fq ,�g \ / \ ` o; �� / / / EXISTING IRRIGATION BOX(TO REMAIN) O w m zo 3
2608 T o \ 9 26 B CK 2 EXISTING 12"GRAVITY IRRIGATION \ AFTER EXISTING 12"PIPING(WEST) co
=
EXISTING 12"PVC @ 1.64% m P\ / \ 2 / / 4 GRR HAS BEEN REMOVED,SEAL EXISTING o� \ / , - BLOCK 1 �P �\ \ � (TO BE REMOVED)
55 s \ ♦ (TO REMAIN) �o \ / \ \ / /
� � BLOCK 4 \ j_ - BOX TO BE WATER TIGHT Z r
\ \ A 11 3
2605- �c� \ / / ' 2 c6,j / F \ / / \
o co / m 7 / / �6 5 4 /3
\ m ps N N s N/ N N / \ / / I 24 6�0 \ 2- ' GRR / / / / ' / ' EXISTING 15"GRAVITY IRRIGATION
\ 'r \ F . /
T \\ \� cal to 10 9 8 \ \ r / / - - - \ 7 �� \ °q9 2 \ / RG/ / / / P pRR RR (TO REMAIN)
EXISTING 6"PRESSURE IRRIGATION
VT'E� (TO REMAIN)
EXISTING 15"GRAVITY IRRIGATION
g'or- J r1 I Fq - - 25 Cti� s \ / \ -G /�/ / / / TO REMAIN\ \ i °i y '�f .i .• i. y 2C21 I� ( )
W W - - �� �� UU BL _ - r 2621 0 �P' / / PROPOSED 4"PRESSURE IRRIGATION
W. FLOWER GARDEN ST. - \I STA 10+00.00 26 �-�
_15"INV= 2619.53
12 \ EP -- Tc -- 2622
26p8 / / / � _ - - (MATCH EXIST. i _2620-
/ 1 e - Toe - - -CINC.DITCH) - -2621 -2620
\ \\ \ / / - - - - Tos - - TOE - 10 -2620-PIRR-2620 - EXISTING FALL CREEK /
- - Gib- RR G'=R PiR J MEADOWS SUBD.NO.2
y / -- - - TOE - _ -_- c -2619--=- /
_261 OVER EXCAVATE EXISTING DITCH TO NATIVE SOIL AND BACKFILL
\ \ \\ \ °/ � / i�co0`b- - - H� • / 2610 -4'4RIRRIGATION BOX- - - - /
BLOCK 1 / / ' y -1 >,� R EXISTING IRRIGATION MANHOLE WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS
,,, \ / / ��o / / DATA TO VERIFY NATIVE MATERIALS MEET ISPWC STRUCTURAL FILL �QNAL
\ \ \\ \ 13 // \ \ / ePP / SPECIFICATIONS AND A COPY OF THE COMPACTION TEST RESULTS. - /
UNPLATTED
EXISTING FALL CREEK EXISTING DITCH AND \
\ \ \ // •, - - - - / \ \ / 2 / �' MEADOWS SUBD.NO. 1 HEAD GATES TO BE \ \
BLOCK 2 r / �� REMOVED UPSTREAM
OF PROPOSED 15"
14 / / IV ( \ GRAVITY IRRIGATION \ CO
OF
IN P
1 GRAVITY IRRIGATION PLAN AND PROFILE GRAVITY IRRIGATION PLAN AND PROFILE
SCALE: 1" = 50'-0"HORIZONTAL AND VERTICAL 1" = 5'-0" 2SCALE: 1" = 50'-0"HORIZONTAL AND VERTICAL 1" = 5'-0" � � Q
W LU
� oz
cc o
z 0- P_ m
FOUR�"x 4"ANCHOR BOLTS EXPANDED METAL LID(59"x59") o z >
WITH WASHERS w z z
oz
TOP BOX ELEV.(RIM) o
O U U
Z
oo � z
GRADING CONSTRUCTION NOTESLU
CD LU
L
1. PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS,ALL BUILDING AREAS AND FILL AREAS a o z w
SHOULD BE STRIPPED OF ALL DEBRIS,VEGETATION,AND UNDOCUMENTED FILL. LU o 0
N /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\/ C) � z
2. FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FOR GENERAL _______` _ _____ 0 2, \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ cn LU
LU
FILL.GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS OR APPROVED INV OUT INV IN /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\� z
SEE PLANS FOR PIPE SIZES,
BORROW SOURCES.GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW,GP,GC,GM,SW,SP, , z
SC,SM,ML,CL(OR COMBINATIONS OF THESE SUCH AS SP-SM)MATERIALS.IN ADDITION,THE GENERAL FILL ELEVATIONS AND LOCATIONS _____ _ a______ \/\\/\\/ J F-
MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALL BE FREE OF EXCESS 1 a CENTERLINE STATIONING /\//\//\ \//\// \ DRAIN ROCK o a o=
MOISTURE,ORGANIC MATTER AND DEBRIS. T STRUCTURE CONTROL a
0 /\//\//\ /\/ LU
CIVIL INNOVATIONS POINT(CENTER OF BOX) \\/\\/\\ /\\/\\/� "' z
3. MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCH AS NORTH
STRIPPING OR ROOTS).TRASH,DEBRIS,STONES LARGER THAN 4 INCHES,OR THAT CLASSIFY BY ASTM D2487
AS CH,MH,PT,OL,AND ARE NOT SUITABLE FOR GENERAL FILL. a 4'-0" / / / \ // / /
g" 4'-0" g 6" 6" \\\�\\�\\ \ \/\\/ FILTER FABRIC
4. AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL,THE EXPOSED 50 25 0 50 100 j\\///\�//\\ a / \ //j/ (MIRIFI 700X OR
SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES, MOISTURE-CONDITIONED SECTION A-A PLAN /\/\ / / /\/ EQUAL)
6"TYPICAL /\//\//\ \//\//\�
AS NECESSARY,AND COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY DENSITY IN ACCORDANCE HORIZONTAL SCALE IN FEET NOTE: I
WITH ASTM D698.
5 2.5 0 5 10 1. SEE THIS SHEET FOR PIPE SIZES,ELEVATIONS,AND DIRECTION OF FLOW.
5. AFTER SITE PREPARATION IS COMPLETED, GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE 2. BOXES SHALL BE CONSTRUCTED TO BE WATERTIGHT.
HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED BY
ASTM D698 - STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BE VERTICAL SCALE IN FEET
DOCUMENTED FOR DENSITY.
6. GENERAL FILL PLACED WITHIN ROADWAY EMBANKMENTS SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSE TYPICAL CONCRETE 4' X 4' IRRIGATION WITH 1' SUMP i\///�/� a
HORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED BY
THE ASTM D698-STANDARD PROCTOR COMPACTION TEST. NOT TO SCALE
7. ALL EXISTING IRRIGATION DITCHES,TEST PITS, FOUNDATIONS,AND DRAIN FIELDS SHALL BE RE-EXCAVATED
TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA /\//\//\//\//\//\//\//\//\//\//\ \//\�/\//\//
TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS \//\\//\\//\\//\\//\\//\\// \,48"RCPiLU
AND A COPY OF THE COMPACTION TESTS. \\\\//\j�\j\\j�\ j
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15-INCH GRAVITY IRRIGATION PROFILE Q
36-INCH GRAVITY IRRIGATION PROFILE 2630 2630 z
2615 2615 NOTE:PIPES LENGTHS AND SLOPES SHOWN ARE FROM 5'0" 5'0" - J
NOTE:PIPES LENGTHS AND SLOPES SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE z �
INSIDE EDGE OF STRUCTURE TO INSIDE EDGE OF STRUCTURE /\\ \ \ \ \ \ \ \\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\\/\\ \ \ \ \ \ \ \ � W 0 O
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CONSTRUCT IRRIGATION MANHOLE NO.3
2610 ON TOP OF EXISTING 36"PIPE END 2610 2625 2625 Q
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FINISHED GRADE AT
PIPE CENTERLINE ELEV= 2619.53 19.15 LF 15"PVC @ 0.16% O
(MATCH EXIST.
z CONC.DITCH INV.) 48"RCP 48"RCP
V N 2620 ' 2620 W
2605 ti\ EXTEND EXISTING 36"RCP TO ___-_
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`i IRRIGATION MANHOLE N0.1 � °
21.24LF15"PVC @0.19/° I
� ° I I 3.78 LF 36"PVC @ 0.26% AST.36"RCP I
i 8.57 LF 36"PVC @ 0.00% I °
l--------- --------- (OPEN JOINTED) @2.2110 @0.44% hl - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I I ---------- ---- ��,, ,,--' `---- ----, � ---1p1.65oPEN ONTEDI___ _ �� -- SXA'IROIGATIONBOX illll
_345.38 LF 36"RCP @ 0.05% - - RIM = 2624.50 /\\/\\/\\/\\/\\/\\/\\/
EXISTIN42"RCP j � ,'-- ` LJ / / / / / / / a a a
(OPEN JOINTED) 2615 15"INV IN =2616.69 SW 2615 \\/\\/\\/\\/\\/\\/\\
2600 -__---- 2600 EXISTING IRRIGATION MANHOLE
� F--------- - � r IRRIGATION MANHOLE N0.3 15°INV OUT= 2619.57(NW)
PER FALL CREEK MEADOWS NO.1 iL Ji STA= 11+12.85 I I EXISTING GROUND AT (72"DIA.MANHOLE) a
EXIST.36" PIPE CENTERLINE STA= 10+40.39 a DRAIN ROCK
EXISTING IRRIGATION BOX N0.1 INV= 2599.66 J IRRIGATION MANHOLE NO.2 STA= 15+78.65 RIM = 2621.00 OPEN JOINT
(5'x 5'IRRIGATION BOX) IRRIGATION MANHOLE NO.1 (72"DIA.MANHOLE) RIM = 2608.35 15"INV OUT=2616.72(NE) (OMIT GASKET) ` FILTER FABRIC PROJECT NO. 20-0805-SW1
STA= 10+00.00 EXISTING IRRIGATION BOX NO.2 EXIST.36"INV IN = 2601.95(E)
RIM = 2607.58 (5'x 5'IRRIGATION BOX) (72"DIA.MANHOLE) STA= 14+71.01 EXIST.15"INV THRU = 2616.72(SE/NW) DWG FILE C.700
STA= 11+19.63 RIM = 2606.95 36"INV OUT=2601.95(W) NOTES:
2595 STA= 11+01.78 36"INV IN =2599.70(E) 2595 9+50 10+00 11+00 1. FOR PIPE LENGTH LESS THAN 6'WRAP FULL LENGTH DESIGNED BY BT
RIM = 2607.63 RIM = 2607.71
36"INV IN = 2599.66(S) 12"PVC INV= 2601.38(W) 36"INV OUT= 2599.70(NW) 2. FOR PIPE LENGTH LONGER THAN 6'WRAP 5'EACH SIDE OF JOINT DRAWN BY JTA
42"INV OUT= 2599.65(N) 36"INV IN =2599.52(SE)
(FIELD VERIFY PRIOR 36"INV OUT= 2599.67(N) 4NOT
DRAIN PIPE OPEN JOINT DETAIL CHECKED BY BT
TO CONSTRUCTION) TO SCALE ISSUE DATE 01/15/21
HORIZ.SCALE AS SHOWN
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
VERT.SCALE AS SHOWN
Cm700
SHEET 11 OF 13
DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.700(Gravity Irrigation Plan and Profiles).dwg
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SUPPLEMENTAL DETAIL SD-702 SUPPLEMENTAL DETAIL SD-702
34 (SEE PLAN SHEETS FOR LOCATIONS) (SEE PLAN SHEETS FOR LOCATIONS) p�• ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 1.75% 2% 2% 2% 2% 1.75% 3'1 SUPPLEMENTAL DETAIL SD-702 SUPPLEMENTAL DETAIL SD-702
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EXTEND ROAD BASE MATERIALS NOTE: 5"THICK CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL DETAIL SD-709
6"PAST CURB AND GUTTER(TYP.) 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% ACHD SUPPLEMENTAL DETAIL SD-709 4"OF 3/4"MINUS CRUSHED GRAVEL
2-1/2"ASPHALTIC PAVEMENT 2. NO CROSS SLOPE ALLOWED ON LANDINGS 4"OF 3/4"MINUS CRUSHED GRAVEL EXTEND ROAD BASE MATERIALS
(SP-3,0.50 INCH(1/2")MIX,PG 58-28) 3. NO TOLERANCES WILL BE ALLOWED 6"PAST CURB AND GUTTER(TYP.)
4"OF 3/4"MINUS CRUSHED GRAVEL 2-1/2"ASPHALTIC PAVEMENT
14"OF 6"MINUS PIT RUN (SP-3,0.50 INCH(1/2")MIX,PG 58-28)
4"OF 3/4"MINUS CRUSHED GRAVEL NOTE:
COMPACTED STABLE SUBGRADE 14"OF 6"MINUS PIT RUN 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%
2. NO CROSS SLOPE ALLOWED ON LANDINGS
COMPACTED STABLE SUBGRADE 3. NO TOLERANCES WILL BE ALLOWED
\oN AL ECG
�1 GIST f TYPICAL LOCAL STREET SECTION (DETACHED SIDEWALK) TYPICAL LOCAL STREET SECTION (ATTACHED SIDEWALK) � ��
NOT TO SCALE-W. FLOWER GARDEN ST. (STA 10+50.00 TO STA 11+00.19) 2NOT TO SCALE-W. FLOWER GARDEN ST., S. GRAYLING AVE.AND S.SEAGRASS AVE.
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EXTEND ROAD BASE MATERIALS NOTE: 3141 1'0" 1'0" 2.5' 2.5'
6"PAST CURB AND GUTTER(TYP.) 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% 8"THICK RIBBON CURB(TYP.) 2% 8"THICK RIBBON CURB(TYP.) 3.1 M O=
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NOT TO SCALE-W. DAVENPORT ST.AND S.SEAGRASS AVE. 4NOT TO SCALE 31
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PROJECT NO. 20-0805-SW1
DWG FILE C.800
DESIGNED BY BT
DRAWN BY JTA
CHECKED BY BT
ISSUE DATE 01/15/21
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
Cm800
SHEET 12 OF 13
DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.800(Details).dwg
STREET LIGHT NOTES LIGHTING PLAN LEGEND Ih
STREET LIGHT PLAN
1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN
ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE Existing Type I Street Light CIVIL INNOVATIONS SCALE: 1" = 40'-0"HORIZONTAL
I
MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND 60 40 20 0 40 80
THE NATIONAL ELECTRIC CODE. EXISTING STREET LIGHT � NORTH
2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR Existing Type II Street Light
TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HORIZONTAL SCALE IN FEET
HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO
OPEN A PERMIT AND REQUEST INSPECTIONS.
3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE City Of Meridian Type I Street Light
BASE REINFORCING, BEDDING, BACKFILL,AND FOR THE POLE AND
ASSOCIATED WIRING.
4. STREET LIGHT BASES SHALL BE LOCATED 1 O' MIN. FROM TREES,5' j o j City Of Meridian Type II Street Light
MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. T `
5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS.
ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO —�
THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD L� Electrical Transformer —
COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO — — — — Z o00
REQUESTING FINAL INSPECTION. Electrical Service Box F
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6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR O O N N C
(208)898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, ti �
OR TO ACCESS LOCKED METER PEDESTALS. J m o
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SHEET 13 OF 13
DACivil Innovations Projects\2020\20-0805-SW1 SAGEWOOD WEST NO.1\200-Construction Drawings\205-Construction\20-0805-SW1 C.900(Street Light Plan).dwg