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1 A PORTION OF THE S 1/2 OF THE SW 1/4 OF SECTION 32,T.3N.,RAW.,B.M.,CITY OF MERIDIAN,ADA COUNTY,IDAHO
GYIE ixxovanoxs
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30 15 o 30 so mmil
SITE LEGEND
J
HORIZONTAL SCALE IN FEET -- -- SUBDIVISION BOUNDARY EXISTING SUBDIVISION BOUNDARY 33.0'-BC TO BC 0.
SUBDIVISION LOT LINE EXISTING SUBDIVISION LOT LINE 16.5' 16.5' - In
ZERO LOT LINE NO EASEMENT EXISTING RIGHT-OF-WAY 2- 14S' 14.5' 2' vn
-- — -—- — -- PATH EASEMENT - - EXISTING EASEMENT LINE Ta \ ,
CENTERLINE CENTERLINE VERTICAL CURB AND GUTTER PER ACID VERTICAL CURB AND GUTTER PER ACHD J � O c� ao 0
SUPPLEMENTAL DETAIL SD-701 SUPPLEMENTAL DETAIL SD-701
0+00.00 CENTERLINE STATIONING EXISTING VERTICAL CURB 3:r116111 CM
M�, (SEE PLAN SHEETS FOR LOCATIONS) (SEE PLAN SHEETS FOR LOCATIONS) 34M �:0 - Q j M o
PROPOSED VERTICAL CURB EXISTING ROLLED CURB 2% 2%
PROPOSED ROLLED/RIBBON CURB 2745 EXISTING 5'CONTOUR .� ^ -� F Y N _
PROPOSED VERTICAL TO 1 H C9 Q
2744 EXISTING 1'CONTOUR g
ROLLED CURB TRANSITION V Nu �Tnac CD z 3
—� PROPOSED STREET SIGN ----- EXISTING TOP OF BANK ASPHALTIC PAVEMENT O F}+7 O La °O O 3
3/4"MINUS CRUSHED GRAVEL TYPICAL ENTRY STREET SECTION CA ou�Ju1 .� C 3
PROPOSED STREET LIGHT ----*�F EXISTING TOE OF SLOPE vi o
11 f P 6"MINUS PIT RUN NOT TO SCALE T
DIRECTION OF SURFACE FLOW ---- EXISTING EDGE OF PAVEMENT COMPACTED STABLE SUBGRADE
I ® PROPOSED DROP INLET ----E� EXISTING EDGE OF GRAVEL
y I SD— PROPOSED STORM DRAIN LINE EXISTING STREET SIGN I milill
WITH MANHOLE EXISTING STREET LIGHT 26.0'-PLTOPL PR JECT ITE
\ 9a Pax- �� LAVENDER PLACE
0.5' 25.o'-BC TO BC 0.5'
\ o PROPOSED SEEPAGE BED � EXISTING BARACADE
® EXISTING DROP INLET z
LSD EXISTING STORM DRAIN LINE ,SUBDIVISION
2' 10.5' 10.5' 2' z (� G)
\ 7 / -- / WITH MANHOLE
/ ( 1 ii ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD '•' - - ,LAK EL ROAD
a: E E HAZEL EXISTING SEEPAGE BED ¢ SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD 702 ¢ .,Mpy,.
-2% 2% F
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3 ——- EXTEND ROAD BASE MATERIALS NOT TO SCALE
EXISTING LAVENDER HEIGHTS \\ ASPHALTIC PAVEMENT 6"PAST CURB AND GUTTER PP.)
\ 0�50' `yam SUBDIVISION NO.1 3/4"MINUS CRUSHED GRAVEL BASE TYPICAL STREET SECTION
— �,\ r ---'2,11F 6"MINUS PIT RUN TOT TO SCALE
DEVELOPER ENGINEER SURVEYOR
COMPACTED STABLE SUBGRADE
LH DEVELOPMENT,LLC CIVIL INNOVATIONS,PLLC LAND SOLUTIONS,PA �SIONAL ECG
CONTACT:TAYLOR MERRILL CONTACT:BEN THOMAS,PE CONTACT:CLINT HANSEN,PLS
PO BOX 344 1043 E.PARK BLVD.,STE.101 231 E.5TH STREET,STE.A
MERIDIAN,ID 83680 BOISE,ID 83712 MERIDIAN,ID 836421, ��
PHONE:(208)870-3432 PHONE:(208)884-8181 PHONE:(208)288-2040
10
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V/ \� 1 OF 4 PE.100 PRELIMINARY ENGINEERING-STREET PLAN
IIII I � �� / 2 OF 4 PE.101 PRELIMINARY ENGINEERING-STREET PROFILE
= - \ _�- =_-- -- ✓ 3 OF 4 PE.200 PRELIMINARY ENGINEERING-SEWER PLAN -
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27 ti 1,612SF � �� -_ � � z E
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———— _ —
--------I1----- ----------- -------_ �� —— —— —— — — — —— —— — — — —
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E.LAKE HAZEL RD. ' --_--- --- DRAWN BY JTA
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-10+00 - - ~-- -< - —- - —— - - - / - - - - - - m - - - - - -�_ _ - -o�----------- ISSUE DATE 03/30/22
\ -- ---- - --- HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
EP EP EP ——————-- ———————————————————— \ \� _EP EP EP _ _ _ _ o —m ---Fo--- PEA00
es 6 E6 EG EG EG EG EG Es C6 CG [G�----.°-- \ —_ --Ev-----Fv-----F'-----cc-----Fa-----F'-----Fa-----F
SHEET 1 OF 4
DACivil Innovations Prolects\2021\21-0713-LHM LAVENDER HEIGHTS MULTIFAMILYt200-Construction DrawingsT204-Preliminary PlatT21-0713-LHM-PREPLAT-ENG-STREET.dwg
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2765 2765
PVI STA:11+73.42
PVI ELEV.2755.70
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LVC:35.00
HIGH PT.
STA:11+82.43
+ HIGH PT.
ELEV:2755.62 w
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2760 ¢ �o Y ¢ a a ¢ -�c�^ "'�w rr 3 2760
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203% 1 49% EXISTING GROUND16
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y
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HORIZONTAL SCALE IN FEET
3 1.5 0 3 6 a
VERTICAL SCALE IN FEET
PROJECT NO. 21-0713-LHM
DWG FILE PE.101
DESIGNED BY BT
DRAWN BY JTA
CHECKED BY BT
ISSUE DATE 03/30/22
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
PE.101
SHEET 2 OF 4
DACivil Innovations Prolects\2021\21-0713-LHM LAVENDER HEIGHTS MULTIFAMILY\200-Construction Dmwings\204-Preliminary Plat\21-0713-LHM-PREPLAT-ENG-STREET.dwg
&ERIDIAN)-
APPROVED LAVENDER PLACE SUBDIVISION
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E.AMITY ROAD
PRELIMINARY ENGINEERING - SEWER PLAN NORTH
CME IRRGV ONS
NORTH A PORTION OF THE S 1/2 OF THE SW 1/4 OF SECTION 32,T.3N.,RAW.,B.M.,CITY OF MERIDIAN,ADA COUNTY,IDAHO
30 15 0 30 60
NNi
HORIZONTAL SCALE IN FEET PROPOSED SITE LEGEND EXISTING SITE LEGEND STORM DRAIN LEGEND SEWER LEGEND J
—�--� SUBDIVISION BOUNDARY EXISTING SUBDIVISION BOUNDARY p7 10
--1� PROPOSED SEEPAGE BED I SS— PROPOSED SEWER LINE AND STATION
SUBDIVISION LOT LINE EXISTING SUBDIVISION LOT LINE SS— PROPOSED SANITARY SEWER LINE AND MANHOLE n
ZERO LOT LINE NO EASEMENT EXISTING RIGHT-OF-WAY
® PROPOSED DROP INLET SS— PROPOSED SANITARY SEWER LINE AND SERVICE
PATH EASEMENT - - EXISTING EASEMENT LINE
® EXISTING DROP INLET 0 SS EXISTING SEWER DNE AND MANHOLE Al
UTILITY EASEMENT CENTERLINE J Q O N m g
SD PROPOSED STORM DRAIN LINE AND MANHOLE ��SS EXISTING SEWER DNE AND SERVICE
CENTERLINE EXISTING VERTICAL CURB NY _
/ SD EXISTING STORM DRAIN LINE AND MANHOLE �O G J V3 00
Imo. v-..
'F \ PROPOSED VERTICAL CURB EXISTING ROLLED CURB C m M
/ PROPOSED ROLLED/RIBBON CURB 2745 EXISTING 5'CONTOUR WATER LEGEND Cr w GRAVITY IRRIGATION LEGEND F Q N c
PROPOSED VERTICAL TO �GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX y CO Q U) '-
\ � —2744— EXISTING 1'CONTOUR W PROPOSED WATER LINE AND VALVE G=>t u.i W d m Z .3
/ ROLLED CURB TRANSITION roe O
/ ———— EXISTING TOP OF BANK GIRR EXISTING GRAVITY IRRIGATION LINE O O 3
� W EXISTING WATER LINE AND VALVE y = 3
—� PROPOSED STREET SIGN m �
EXISTING TOE OF SLOPE PROPOSED DOUBLE WATER METER SERVICE LINE PRESSURE IRRIGATION LEGEND y Z o
PROPOSED STREET LIGHT � � r
EXISTING EDGE OF PAVEMENT "" PROPOSED SINGLE WATER METER SERVICE LINE
1 � �PIRR PROPOSED PRESSURE IRRIGATION LINE AND VALVE �
EXISTING EDGE OF GRAVEL EXISTING DOUBLE WATER METER SERVICE LINE —a—L PIRR EXISTING PRESSURE IRRIGATION LINE,SERVICE LINE
� EXISTING STREET SIGN EXISTING SINGLE WATER METER SERVICE LINE AND VALVE
- ---
\ -- --- ---.- RRR RRR EXISTING STREET LIGHT PROPOSED FIRE HYDRANT PR JECT ITE
�\ \ - --------_ _- an RRR RNN RNN LAVENDER PLACE
EXISTING BARACADE EXISTING FIRE HYDRANTC.
I SUBDIVISION
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),., Exlsr.ssMH 10 �
F1 BLOCK I
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3 NoICI�NITY MAP
SCALE
EXISTING LAVENDER HEIGHTS
SUBDIVISION NO.1 10 12
EXIST.20'SEWER EASEMENT
\oN 1362
16
S E �Gf
10
2751 tt EOFt9F
z1s \, �/ I 17 �o
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EXISTING WELL MUST BE ABANDONED FROM
DOMESTIC USE IN ACCORDANCE WITH IDAHO /
__ DEPARTMENT OF WATER RESOURCE
Sr —y_—— EXIST.SSCO 3"7 REQUIREMENTS,WITH VERIFICATION OF 20 w
_ __ A Paa o
ww�
DISCONNECT BY MERIDIAN PUBLIC WORKS o
DEPARTMENT. CONTACT IDWR IF WELL �o z
j I ABANDOMENT IS REQUIRED.WELLS MAY
>y \ NOTE: z
_ BE USED FOR IRRIGATION PURPOSES. 15 APPROXIMATE LOCATION OF
� F I ����"B 2)g5_' 20'WIDE CITY OF MERIDIAN SEWER ESMT.
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7 - < I zo z
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2)5 2' ^ 1 -1*'Ty >"� `� �.-a�'�tti�i \��`_ r _—_— SEPTIC TANKS MUST BE ABANDONED
Pn" IN ACCORDANCE WITH CENTRAL 24
DISTR CT�` o ci
REQUIREMENTSH DEPARTMENT BLOCK 1 En
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o 0 o19
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III�I w II I z V BLOCK 11 EXISTING LAVENDER HEIGHTS ' z
2 59278 SF �A� — SUBDIVISION NO.1 / 22 z m
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/ SSMH 6 ss 90.OP SSMH 3 1,612 SF 13 . � � f1� m >. ��'m o,�_
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----- -- -- — — — —— -- — —
-2/ OWE FILE PE-200
EG —EG T�� EG EG EG E6 EG E6 4G EG EG EG EG EG EG EG
DESIGNED BY BT
--� — -----°-----e= EP EP EP EP EP
' E.LAKE HAZEL RD. — ——— DRAWN BY 3rA
— ----
— *'� — w —w N / ----- CHECKED BY BT
ISSUE DATE 03/30/22
HORIZ.SCALE AS SHOWN
TSCALE AS SHOWN
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EP EP EP EP EP EP EP EP eo
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SHEET 3 OF 4
D:\Civil Innovations Prolocts\202M1-O713-LHM LAVENDER HEIGHTS MULTIFAMILY\200-Construction Drawings\204-Preliminary Plat\21-0713-LHM-PREPLAT-ENG-SEWER.dwg
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APPROVED
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8-INCH SEWER-THRU COMMON LOT PROFILE moil
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EXISTING GROUND AT
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PIPE CENTERLINE p co _
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2755 2755 M 2 CD c
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(POTABLE AND NON-POTABLE WATER LINE a o z .3
(NPWL)SEPARATION) O w °O = 3
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p
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EXIST.8"SEWER PER ° STA=13+98.15,O.O'L� o
LAVENDER HEIGHTS 8"WL INV=2750.33
SUBD.N0.1 �umoil
ii I N 16.00 LF 8'PVC @ 0.44% �
2750 Ip w 2750
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--------------- ------ --7 3.3 LF8
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----------- @0.42% SSMH3
L_j---------------- SSMH1 SSMH2 STA=14+11.15(N)
> > STA-13+16.07 STA-13+36.07 STA=10+00.00(EAIV)
EXIST.SSCO 3 w M w RIM=2755.39 RIM=2755.31 RIM=2755.00
EXIST.SSMH 19 STA=12+40.74 �".6 M.o + N 8"INV IN=2748.56(SW) 8"INV IN=2748.73(S) 8'INV IN=2749.12(E)
STA=11+50.00 RIM=2756.73 II 8"INV OUT=2748.46(N) 8"INV OUT=2748.63(NE) 8'INV IN=2749.12(1N)
RIM=2757.25 8"INV IN-2748.15(S) �I a II >a jl 8'INV OUT=2749.02(N)
8"INV IN=2747.78(S) z F
2745 8"INV OUT=2748.15(N)-Q z z z z 2745
8"INV OUT=2747.68(NE)
INSTALL 40 LF OF 12"x 3/8'STEEL PIPE SLEEVE/CASING
PER CITY OF MERIDIAN SUPPLEMENTAL DWG.SW1 AND SW2 S1oNAL �N
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62
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11+00 12+00 13+00 14+00 14+50 ��rfr�E OF 19� ��
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8-INCH SEWER-E.DECLARATION ST.PROFILE(WEST) 8-INCH SEWER-E.DECLARATION ST.PROFILE(EAST)
2760 2760 2760 2760
Z
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FINISHED GRADE AT y
PIPE CENTERLINE
FINISHED GRADE AT ' w
PIPE CENTERLINE
2755 - 2755 2755 2755 M� O
W �
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EXISTING GROUND AT
w
CD
PIPE CENTERLINE ,- y w
EXISTING GROUND AT z p
PIPE CENTERLINE W = z
31.57LF8"PVC@0.60% '----- ----- ------------- ------------- ---
_____ __ ___ 12'SID ____
J = w
53.69LF8"PVC@0.61% p z
CD
Lu
2750 ( 2750 2750 56.00 LF 8"PVC C.0.40% L z
SSMH 5 2750 0. :�Ei }
23 LF "PVC @ 0.40%
SSMN 4 STA=14+17.69 0c
SSMH 7 STA=13+60.00 RIM=2755.97cc zf
STA=11+26.80 SSMN 6 RIM=2755.88 8"INV OUT
RIM=2755.49 STA=10+91.23 SSMH 3 SSMH 3 =2750.98(S)
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8"INV IN=2750.65(N) Ww
STA=10+00.00(EMS 8"INV OUT=2750.8"INV OUT=2749.76(SE) RIM=2755.37 STA=10+00.00(EA^!) STA=14+11.15(N) Z
4"INV IN=2750.10(NW) 8" 55(W) Q
INV IN=2749.57(NW) STA=14+11.15(N) aRIM=27555.00
8"INV OUT=2749.47(E) RIM=2755.00 8"INV IN 2749.12(E)
8"INV IN=2749.12(E) 8"INV IN=2749.12(W)
Lu
8"INV IN T 2749.12 2749.2( 8"INV OUT=2749.02(N) -�
8"INV OUT=2749.02(N)
2745 2745 2745 2745
PROJECT NO. 21-0713-LHM
DWG FILE PE.201
DESIGNED BY BT
11+50 11+00 10+00 9+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 DRAWN BY JTA
CHECKED BY BT
ISSUE DATE 03/30/22
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
PE.,201
SHEET 4 OF 4
DACivil Innovations Prolects\2021\21-0713-LHM LAVENDER HEIGHTS MULTIFAMILY,200-Construction Dmwings\204-Preliminary Plat\21-0713-LHM-PREPLAT-ENG-SEWER.dwg