HomeMy WebLinkAboutPlan, Final APPLICANT 6/13/2018(E) ELECTRICAL
UTILITIES
(E) Curb
Cut
Provide (P) LED
street light HEAD on
the (E) STREETLIGHT
PLANTING as -
per Landscape
Plan, Typ.
(P) SOAKAGE -
TRENCH as per
Civil Engineering
Q
o�
Oa
ITC
Shelley Street
O �s
00
(E) SS Manhole `
I
(E) SW Manhole
(P) ADA -Compliant (Fully
Depressed) Curb Cut, Min.
15' Curb Return Radius;
See Civil Drawings
(P) Conc. SIDEWALK
at Street Frontage,
Verify
SCOPE of WORD.
7,500 square foot Single -Story STORAGE BUILDING wl
3,000 square feet of Accessory Off ICE SPACE at the 2nd
floor. Constructed with cantilevered Wood Posts and
Manufactured Trusses, and clad with Metal 5idincg and Metal
Roofing. New Roof Area to drain to Soakage Trench. Parking
Lot to Drain to Vegetated 5wale5.
0 5'-O°
589055'55"E 175.38' ±438'
s� ----------- -----------------------------
(P) Grassy SWALES as------------ \
------------ _T --------------------
. � \ ------------------------�
\ O i per Civil Engineering and r O i
b ` ~� Landscape Architect \
-
-- - --- --- --- --- -- ax. ---------------------- --------------------------------------------
i �--�
—� NOTE: To ensure a fully functioning water _
--
>r qua ity system and meet objectives of r — i
(E) 5' Private Utility Springfield's MS4 permit, the Springfield j
— Development Code and the EDSPM, the i
I i i EASEMENT p i
proposed grassy Swale must be fully
vegetated with all vegetation species j I
established prior to approval of the Final i
Mm. 5' I I Site Inspection. Alternatively, if this
I o condition cannot be met, the applicant
I must provide and maintain additional
interim erosion controVwater quality
I 1 measures acceptable to the Public Works
Department that will suffice until such time
i I
I 1 I as the grassy Swale vegetation becomes
I i i fully established
a CONDITION of APPROVAL:
Any outdoor storage of materials or \ \ (P) SOAKAGE \
i I equipment must be placed behind a TRENCH as per \
I i i sight-obsucring fence located behind ( Civil Engineering ` \
f the landscape setback and as
approved by the City of Springfield MIN. 24' AISLE \ \ \
Planning Department I(P) Asph. Conc. PARKING \
as per evil Engineering LOT 01402
L ------J
NOTE: See CIVIL z
`-r ENGINEERING for ALL
PIPES and for further _ _ _ _ _ _
Oil -
a. Information on Grading
I (P) Trash Enclosure w/ o
o I sight -obscuring screen
0 o
0 structure permanently See Details F/A3 J
cn I affixed to grade as per and H/A3 O
i (4.4- 11 O and w/ a site
o- t d ( C f
I sane ary ram see ivi
Grading Plan)
(P) Min. (3) Short -Term D
Bicycle Parking Spaces -
(2' xG' x7' vertical CE
clearance w/ Min. 5'
access) with Min. (2)
Staple Racks anchored --
into the pavement with
concrete (see Ficas per _ (P) ADA SIGN
SDC 4.G-140, -145, , _-
i I
and -155; Note:771117Z 77777
Long -Term Parking to i
be located inside I I I - (P) SAVE
Structure ( i Y
(P) Trench Drain at ` I
i each Overhead Door - J
facing the parking lot
(P) Underground X(2 Total) and Tie to
POWER, Verify I ± I i'-6"
(P) { 1) Long -Term � ` (P) Storm Water and CONDITION of APPROVAL:
Sanitary Systems as Storage must bz limited to 12 feet
Bicycle Parking _ _ --� per Civil Site Plan; in height or less (G feet or less for
(Inside) as per i - - - Note: detailing of certain high haaard commodities) I
I R SDC 4.G-145; /
(P) 0' Cyclone FENCE I Trench Drams to be (F) STORAGE FACILITY per 5 spr Speeei per
Fire Code
w/ Sight- Obscuring Sizing, location, a roved throw h a \ I unless sprmklered per SFC Chapter I
and details must pp g 32 to NEPA 13 design standards
SLATS, Typ. I Building Permit 7,500 Sq. Ft. (Footprint) Pole -Barn Structure
be approved Application process w/ Manf. Trusses and Wd. Infill Stud Walls I
I
through a building i g g 3,000 Sq. Ft. (Second Floor) Wood Framing
permit application
I process. `
(P) I WATER SERVICE
w/ REDUCED PRESSURE
BACKFLOW ASSEMBLY '
as per Civil Engineering ' I
i
(P) Outdoor Electric
III Enclosure TBD
--- Min. 10' - - --- - - '— -
- _
584° 10'46"W 185.7 O
- -- -
---- ---
_ - _438
I
N
(� (P) SITE PLAN
S c a 1 e: l" =10'- 0" when printed on 24x36
± 19'-0"
LOT O 1401\
\
\
\
o i
-
NOTE:
> l
(E) = EXISTING
N
= I per 3005f (office) = 3000/300 =
m
Note: (1) ADA Van- Accessible as per OSSC I I OG
N
O
(P) = PROPOSED
O
z
VICINIY MAP N
1 y Scale : ForTReference Only
PARKING ANALY515 Per Springfield Development Code, Tables 4.G-2 * 4.G-3
USE = Warehouse / Commercial AREA = 7,500 Sq. Ft.
USE = Of`; -'e AREA = 3,000 Sq. Ft.
Automobile = 1 per 10005f (warehouse) = 7,500/1000 =
8 SPACES +
= I per 3005f (office) = 3000/300 =
10 SPACES = 18 SPACES
Note: (1) ADA Van- Accessible as per OSSC I I OG
Bicycle = I per GOOOsf = 7,500/0000 = 1.25 ..
= I per 30005f = 3,000/3000 = I =
(MIN. 3)
W
3 SPACES (25% Long Term,
o
75% Short Term = I LT/2 ST
------------------------------------------------------------------
NH
MAOLEES S - Shelley Street -
589055'55"E
MANHOLES
S89°55'55"E 175.38' +-438' 128.43'- - -��� ��,� \ 806 \
(E) ELECT.
SERVICE
(E) 5' Private`
(E) STREET Utility EASEMENT ���-
LIGHT
LOT 01401
CQ I O 'o \
`6 LOT 01402
(E) (E) BUILDING N \\
m Asph. I \
Old Property Line, o Parking
See CS file# 44071
filed 22 Aug, 2107 o-
- 213.77' \
-438'_ - - -
185.7' PwR --..- PwR
PWR
----__----------------------- JUN 13 2018
__-------------------
Planner:
(E) SITE PLAN
T')
Scale: 1"=50'-O" when printed on 24x36
Shelley Street
Storage Bldg.
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WILLARD C. DIXON
Architect, LLC
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ENGINEER'S NOTE
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANCES TO OR
USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF
THESE PLANS AND THE CITY OF SPRINGFIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FARTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN
PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL,
NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
A SEARCH OF AVAILABLE RECORDS. T4 THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE
SHOWN ON THIS PLAN, THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE ESTIMATED QUANTITIES ARE ONLY FOR THE PURPOSE OF
OBTAINING THE NECESSARY PERMITS, AND THE FAVREAU GROUP DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED
QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF
THE IMPROVEMENTS COVERED BY THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND
SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
24" TOPSOIL
LINE TOP OF SWALE
EXISTING
GROUND
11.
11 a
L1111 TZ111.1'
x s e s s
Construction of a 10,500 s.f (3,000 s.f on the second floor) structure for storage and office use with
accox4)anytng parking lot.
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
The roof drainage will be collected and placed in a soakage trench. Attached are the design and calculations for the
soakage trench. The parking lot drainage will be directed. into bio-swales along Shelley Street. Attached are
calculations for sizing the bice-swaies from the City manual_ 'These facilities have been sized for treatment and
destination, therefore. there is no increased runoff for the post development condition.
f} €teed StoYnnwater Best baro. tment Practices:
underground soakage trench is used for the treatment and destination of the building runoff A bio-swale i
=d for the treatment and destination of the parking lot runoff
---------------------
------ Area below dais lime out ' f tine and Retur ned ttr the � li�a�tt
_ _ _ _ — _ - , t: i�aaanrl i ld. hi s checked �y, *4 �i% on #h ensu.€ bac* rhos sltsc� droll ba submit#¢ci
__
I 3:1 SLOPE - or an a lkafi in to be cans� .submittcnl,!thou hof ten a nnss .
— I3i mina a Stu a SPS Section 4.03,2: Qte iJl T ma be substituted for Rational Method
Small Site Study (use Rational Method for caicula ms)
' mid -Level Development Study — (use Utah Hydrogaph Method for calculations)
Full Drainage Development Study — (use Unit Hydrograph Method for calculations)
Envu onmental Considerations:
Wellhead sine: ] Hillside Development:
VARIE5 6" SAND Wetland/Riparian: Floodway/ loodplain.:
— — — — NATIVE SOIL E]Soil Type: Other Jurisdictions
8" S.D-
i Downstream Analysis:,
E] N/A
L✓- 1 n Flow line for starting water sin°face elevation-
n Design HGL to ttse for starting urates surface elevation-
Manhole/Junction to take analysis to:
1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE Retum to Matt Slouder g City of Springfield, email. FAX; (541) 7316-1021
GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK.
2 THE BASE OF THE 5W'ALE SHALL INCLUDE A CONSTRUCTEDMEDIUM COMPRISING A MIXTURE
OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION 4F ORGANIC CARBON (FOC) IN
THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0,20 (I.E., 40-507.) ORGANIC FATTER.
IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE EX, 811 W
CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDILMA. — — —
3. SEE SWALE PLANTING SCHEDULE BELOW �
H LLEY STREET
eRA, lY UL DETAIL
440.84 RIM 21
EX. CURB & GUTTER � 435.34 INV........ � 11 f
k4( 9 440.20 T.G. ' ,r-4-40.37 F.
EX, l0 S.S. ,4i 3E`nn F.L. �--. J440.50
6" DIA. OPEN
FINISH GRADE GRATE CLEANOUT
C
NO SCALE
=.� E
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NUNN-
440.iN F.Lcc
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ProjactAsldress: She!! S#Stora PermilNumber, Wafmftffi
Tax Lot 174 3-27,244402 Catclnwda Parking
Designer. Anthonyol.Favroau
Company: The Favreau
Instructions:
i. Carrjaseda this farm rtw ssachs ;siissga C,41chi em in wtM Fried mma hast is to to slxW per the Presumptive Appmach,
2 PravIdto a rtt-.tinalrre Cs4ctimmM=t ID W m*.Rs ra&Wy coaMiaaicd weh rftd mile ba*c;r map as 0a"dzite rhe Cipp'»pttato
foWCL&xWM:Y "tmc.
3. Tho mmvnum dramaga cafcrenom to ca ma4wed peruse Presumptvo Appmactr fs a sere j4a Dao Gn
..For innargUon fJc13l = irr Cass A cf 6 s wriare M trdtnrdamzr tea". ties been perhwaW €sea ars eratratam rale of 6 !t lmlhr.
For as rmwies stye a maamwn -"A tra'Y.�"wn ude w z. tra'ht Cor tx wtg ra>yKng arm
I
chaas.e -Yes° fam im drapdavort boler. tsateav rmxt M the t9rs .Wtdards MgWMrWrA5 tat tray f tca'gi
Pollution Reduction (PR) Yea
Flow Control (FC) Yea
Destination (07) Yers a,aaia nwwfmjl5asnau tits segs meet s n
Site luta=Post Devatoproont
Total Square Foollap Impervious Ares sg1t Tort SquareF PawkwsAaoax-1-01sgtr
IrWrviousAxeaCWj sill Pervious Area Cts rt s
Total Square Footage of Drainage Arsa= I tl 1697 sit Time of Conceaalratim Post Developmentr��mr4
Vfeigtiisd Avera C»Ik 38
Site Data.PraDeveto em - t airrtnisseaonisenusedifFiowCao*olitr u
Fre"Developmenl CI#rl s5i Time of concaftiratiofa Pre-Develcpmealt==] m.
soil Data
Tested Soilla t ationflater a WolorjSCOWC41 DestinationDosign_- :Zlhnr
Design Soil Infiltration flatoWL 2.s ¢r fur Snit tnfiltration date
taesbanSttxms Used For tat tis � -
"Wity Data <.
Facility Typft h0trabon Stnrmwalar Piarder Fecitity Surface Area= aW so
Surlomwidth. a e . FacilitySrrrfws Perimeter, 25'2 tt
Surface Length -z 43x5 a Facility Bottom Ares. 7W sgis
Fa iSty Side Slopear is to i Facility Bottom Forimetai-m H n
tbac. Pooding Depth
in Slarmwater Facilitp i^ to Basin Volume= 7wn 11
Depth a Groff tdadlum {Sohn a �n Ratio of FacirdyArea to impervious Aran= aura
too
EXISTING SANITARY SEWER AND SIZE
/)/)PARKING LOT PA
Peak FacttityOverf3owiiate����ts
TofalihmotIYolumefo Stormwrater
EXISTING WATER METER
Facl�p r r 148 Qa
Tdd Owrarftowr Vrrlumor n .r
Max Depth of Starmwaia€ in Facility= o e in
EXISTING STREET LIGHT
J�j
EXISTING COMMUNICATION BOX
Y ' Facility Sizing Meets Pollution Reduction Standarde?
.t' y q
�.."l
� �a , E#aeta Requiranasd for Marnnumt of 18 axons Dmwdmn Tim?
F Cfln " Cationft9adta
EXISTING CATCH BASIN
6 SOLID PIPE
8 PERFORATED PIPE
Facility= s2af as
Total Overflow Volume= c,ct
Z
Pis Off -Site Row Rate
Uax. Depth of Sformvraterin Facitityr a sh
a DRAIN ROCK WRAPPED IN FILTER FABRIC
Dra down Timer 0.2 Mum
Uj
newt Runoff Data
Ui
,
Pesk Ftow Rata- o.raaa os
Total Rte Volume = tease a
Facility Sizing Meals Flow Control Standards?
LENGTH = PER PLAN
YE; : MBOIsRequireraealtforPostlbanalopIrsid0tieifaRowlessOrequaltoPre-Davat ntF7ovr?
WIDTH = PER PLAN
U"tM&UonA;Wcul"*n
fRENCO CATCH BASIN
IODEL SCB1236-L
Peak Flow !tate to Stormwater Facility r
Total fkmoff Yawata Slorimoaler
SOAKAGE TRENCH NOTES:
Facildyr at
all
1, SOAKAGE TRENCH = 6' DEEP BY 210 SQUARE FEET OR GREATER.
lis. Depth of Storrnwater in Faci6f}kInDrs
2. TOTAL IMPERVIOUS AREA DRAINED = 3,750 SQUARE FEET.
Timexr,aur5
3. FILTER FABRIC MUST BE ONE OF THE FOLLOWING TYPES/BRANDS; LINQ 125EX, LINQ TYPAR3201; TNS
E040; TNS R035; TNS R040; TNS R042; AMOCO 4535; MARAFI 140NL.
4. DRAINAGE ROCK SHALL BE A MINIMUM 2 1,/2" TO 1 1/2" DRAIN ROCK,
5. THE PIPE WITHIN THE TRENCH SHALL EITHER BE PCU D2729 OR HDPE LEACH FIELD PIPE.
6, THE TRENCH BOTTOM IS TO BE INSTALLED LEVEL IN ALL DIRECTIONS AND A MINIMUM OF 24"
INTO
NATIVE BAR RUN THAT HAS A MINIMUM INFILTRATION RATE OF 4" PER HOUR.
7. SOAKAGE TRENCH TO BE A MINIMUM OF 10' FROM ANY BUILDING.
NO SCALE
=.� E
! r;�■ + ����LU ills`_ ",t �►i4'.,'
NUNN-
440.iN F.Lcc
"■ X11
_�.
rtrrrrrrrrrrlarlrrrrrrlrr�rrrtrl���.--�a����!.�_ ��
,
�i+•4 �aai
a�a;,ayt
las 'ani
. ,r-•
i at
of,
a*s, ia
12
ata a•a,
,�� �•
♦ a •
ProjactAsldress: She!! S#Stora PermilNumber, Wafmftffi
Tax Lot 174 3-27,244402 Catclnwda Parking
Designer. Anthonyol.Favroau
Company: The Favreau
Instructions:
i. Carrjaseda this farm rtw ssachs ;siissga C,41chi em in wtM Fried mma hast is to to slxW per the Presumptive Appmach,
2 PravIdto a rtt-.tinalrre Cs4ctimmM=t ID W m*.Rs ra&Wy coaMiaaicd weh rftd mile ba*c;r map as 0a"dzite rhe Cipp'»pttato
foWCL&xWM:Y "tmc.
3. Tho mmvnum dramaga cafcrenom to ca ma4wed peruse Presumptvo Appmactr fs a sere j4a Dao Gn
..For innargUon fJc13l = irr Cass A cf 6 s wriare M trdtnrdamzr tea". ties been perhwaW €sea ars eratratam rale of 6 !t lmlhr.
For as rmwies stye a maamwn -"A tra'Y.�"wn ude w z. tra'ht Cor tx wtg ra>yKng arm
I
chaas.e -Yes° fam im drapdavort boler. tsateav rmxt M the t9rs .Wtdards MgWMrWrA5 tat tray f tca'gi
Pollution Reduction (PR) Yea
Flow Control (FC) Yea
Destination (07) Yers a,aaia nwwfmjl5asnau tits segs meet s n
Site luta=Post Devatoproont
Total Square Foollap Impervious Ares sg1t Tort SquareF PawkwsAaoax-1-01sgtr
IrWrviousAxeaCWj sill Pervious Area Cts rt s
Total Square Footage of Drainage Arsa= I tl 1697 sit Time of Conceaalratim Post Developmentr��mr4
Vfeigtiisd Avera C»Ik 38
Site Data.PraDeveto em - t airrtnisseaonisenusedifFiowCao*olitr u
Fre"Developmenl CI#rl s5i Time of concaftiratiofa Pre-Develcpmealt==] m.
soil Data
Tested Soilla t ationflater a WolorjSCOWC41 DestinationDosign_- :Zlhnr
Design Soil Infiltration flatoWL 2.s ¢r fur Snit tnfiltration date
taesbanSttxms Used For tat tis � -
"Wity Data <.
Facility Typft h0trabon Stnrmwalar Piarder Fecitity Surface Area= aW so
Surlomwidth. a e . FacilitySrrrfws Perimeter, 25'2 tt
Surface Length -z 43x5 a Facility Bottom Ares. 7W sgis
Fa iSty Side Slopear is to i Facility Bottom Forimetai-m H n
tbac. Pooding Depth
in Slarmwater Facilitp i^ to Basin Volume= 7wn 11
Depth a Groff tdadlum {Sohn a �n Ratio of FacirdyArea to impervious Aran= aura
too
EXISTING SANITARY SEWER AND SIZE
reekFlow Rate triStormuraterFacility � moss +sus
Peak FacttityOverf3owiiate����ts
TofalihmotIYolumefo Stormwrater
EXISTING WATER METER
Facl�p r r 148 Qa
Tdd Owrarftowr Vrrlumor n .r
Max Depth of Starmwaia€ in Facility= o e in
EXISTING STREET LIGHT
Drawdown Timor. H2houm
EXISTING COMMUNICATION BOX
Y ' Facility Sizing Meets Pollution Reduction Standarde?
fisquiremortf of No Facility Flooding?
�.."l
� �a , E#aeta Requiranasd for Marnnumt of 18 axons Dmwdmn Tim?
F Cfln " Cationft9adta
EXISTING CATCH BASIN
Peak Flow RaletostonawalorFacility_ oss2Gl5
Totalfamoff Yokime to stormwater
Peak FacifityOverflowlWer0 crs
Facility= s2af as
Total Overflow Volume= c,ct
Z
Pis Off -Site Row Rate
Uax. Depth of Sformvraterin Facitityr a sh
Filtration FaufityUnderdralrt= WA rfs
Dra down Timer 0.2 Mum
Uj
newt Runoff Data
Ui
,
Pesk Ftow Rata- o.raaa os
Total Rte Volume = tease a
Facility Sizing Meals Flow Control Standards?
YE; : MBOIsRequireraealtforPostlbanalopIrsid0tieifaRowlessOrequaltoPre-Davat ntF7ovr?
=fieeQe Requiremed for Maximium, of 18 boar Drasodmn Time?
U"tM&UonA;Wcul"*n
Results
Peak Flow !tate to Stormwater Facility r
Total fkmoff Yawata Slorimoaler
Peak Facility Overflow Rate= is og-jds
-1(
Facildyr at
all
Total OverflowVotumer face
lis. Depth of Storrnwater in Faci6f}kInDrs
Timexr,aur5
=Facility Sizing Mints Destination Standards?
err , Bats ttegtiremerd of No Facility Floodang?
susetsiremeni for of so how Drawdown Time?
Xe
440.30 F.L, 4
4.36.80 INV. EX, 10" S.S.
.ami•
--------------------- ------------- ------
4403.80 F.L.
---------
-----------
/7"t
--------- ------------______
13
20 � 16
>xa 14 � 14
18
443.50 F.S. 19 16
AA7 Cf) CC 10 T.C. 443.70 FINISH FLOOR
19
15 ' Q
15 444
EXISTING 5.001 FOOT PRIVATE UTILITY
EASEMENT. RECORDED DECEMBER 8, 201
INSRTUMENT NO. 2006-087871, LANE
UNTY DEEDS AND RECORDS
T_C,'`
F,S.
VICINITY MAP
ND SCALE
CONSTRUCTION NOTES k
i CONSTRUCT 6" OF CONCRETE PAVING WITH #4
REBAR 18" O.C. OVER 12" OF CRUSHED ROCK
CONSTRUCT 6" CURB & GUTTER
CONSTRUCT 6" CURB ONLY
l / CONSTRUCT 4" THICK CONCRETE OVER 215 OF 3/4" -0" CRUSHED ROCK SIDEWALK
CONSTRUCT STANDARD DRIVEWAY PER CITY STD. 3-10, WIDTH = 25'
CONSTRUCT 2' WIDE OPENNING IN CURB
INSTALL 3' WIDE RIP RAP APRON, CLASS 50
8 CONSTRUCT GRASSY SWALE PER TYPICAL SECTION HEREON
INSTALL 12• INLET
1O INSTALL 8" PVC STORK DRAIN
11 CONNECT TO EXISTING STORM DRAIN
12 CONSTRUCT SOAKAGE TRENCH PER DETAIL HEREON AND SIZE PER PLAN
13 INSTALL 6" PVC STORM DRAIN
14 INSTALL 8" PVC WASTEWATER PIPE
15 INSTALL 4" PVC WASTEWATER PIPE
16 INSTALL 6" PVC WASTEWATER CLEANOUT
17 INSTALL 1'r PVC SCHEDULE 40 WATER SERVICE
18 INSTALL 6' INLET WITH METAL GRATE
19 INSTALL TENCH DRAIN PER ARCHITECT'S PLANS
20 INSTALL WELL PROTECTION SIGN PER SUB REQUIREMENTS
21 CONNECT TO EXISTING 1051 SANITARY SEWER, PAVEMENT REPAIR PER CITY STANDARD 4-16
22 INSTALL REDUCED PRESSURE BACKFLOW ASSEMBLY PER SUB DETAIL W2,00
i ell
EX' 10" S.S.
EXISTING SANITARY SEWER AND SIZE
---- EX. 10" � 0.----
EXISTING STORM DRAIN AND SIZE
WMa
EXISTING WATER METER
❑
EXISTING ELECTRICAL CABINET
�..
EXISTING STREET LIGHT
0
EXISTING COMMUNICATION BOX
0
EXISTING SANITARY SEWER MANHOLE
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