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Home My WebLink AboutStudies Planner 8/29/2023Preliminary Stormwater Report Marcola Apartments Prepared for: Paradigm Properties Prepared by: Mark Reyes, PE Project Engineer: Matt Keenan, PE Updated August 2023 1 KPFF Project #2200316 KPFF'S COMMITMENT TO SUSTAINABILITY As a member of the US Green Building Council, a sustaining member of Oregon Natural Step, and a member of the Sustainable Products Purchasers Coalition, KPFF is committed to the practice of sustainable design and the use of sustainable materials in our work. When hardcopy reports are provided by KPFF, they are prepared using recycled and recyclable materials, reflecting KPFF's commitment to using sustainable practices and methods in all of our products. MO WiNmMte Street, SURe 400, Eugene, OR 9)401 ln�{{ 541-664-49021 w kpif.c 1 Table of Contents Project Overview and Description Project Size and Location ......... Existing vs. Proposed Condition. Project Narrative ........................... Proposed Stormwater System... Water Quality Facilitie Engineering Conclusions Tables and Figures Table 1: Pre -Development vs. Post -Development Flows ............................ Table 2: 24 -Hour Precipitation for Eugene, OR (NOAH Atlas 2, Volume X) Table 3: Catchment and Facility Table (See Exhibit 2, Appendix 1)............ Appendices Appendix 1 Basin Maps Appendix 2 Stormwater Plans Appendix 3 Existing Runoff Calculations Appendix 4 Proposed Runoff, Water Quality and Calculations Ma=Ia Apartments I KPFFC nsulting Engineers PRELIMINARYSTORMWATER REPORT Project Overview and Description Project Size and Location The Marcola Apartments project will be constructed on a 4.71 -acre site located along Marcola Road. The projectis bound by Marcola Road to the north, 22nd Street and residential development to the east, Highway 126 to the south and commercial and residential development to the west. The project development consists of six multi -family buildings. Watershed and Soil Description Springfield's stormwater basins are part of the larger Upper Willamette Basin. The site itself is located within the City of Springfield's West Springfield Q Street Basin, per the City's 2010 Stormwater Management Plan. The proposed stormwater system will connect to the City's stormwater system. The site has been identified as having type C and D soils. Soil types C and D have poor infiltration rates and no stormwater runoff will be infiltrated on site. Existing vs. Proposed Conditions Existing Conditions The site is currently an undeveloped grassy field with a few groupings of trees on the north half of the site. The site is relatively flat with site slopes generally in the 1 to 2 percent range. Grades across the site vary from 1 to 2 feet except for the berm located on the site's southern boundary. There are no existing stormwater facilities or current connections to any City public storm main. Proposed Conditions The proposed conditions will include six multi -family structures and a community center/gym. In addition, the development will include connecting drive aisles, sidewalks, covered and uncovered parking spots, a tennis court and a garage building. The project will treat site runoff according to City design standards Chapter 3 stormwater quality. Vehicle impervious surfaces will be treated with a combination of vegetated facilities and mechanical treatment (filters) with no more than 50 percent of the vehicle impervious area being treated through mechanical means. Additionally, catch basins within the vehicle areas will feature pre- treatment prior to conveying runoff to mechanical treatment. The site has been identified by the City as not needing detention. The proposed site includes 127,849 square feet of impervious area and 77,249 square feet of pervious area. Of the 127,849 square feet of impervious area, 53,498 square feet is from structures, 25,009 square feet is from pedestrian hardscape and 49,342 square feet is from vehicle pavement. Project Narrative The City of Springfield stormwater quality design criteria set forth in Chapter 4 calls for a water quality design storm of 0.83 inches in 24 hours rain event. Ma=Ia Apartments I RPFFC nsulting Engineers PRELIMINARYSTORMWATER REPORT Proposed Stormwater System The impervious area on-site is divided between the building roof areas, asphalt parking, asphalt drive aisles and site hardscape. See Appendix 1 for the drainage basin areas. Vegetative filtration facilities and mechanical treatment have been selected for water quality treatment. On- site new impervious surfaces from vehicle pavement such as drive aisles and parking spaces will be treated through a filtration planter or mechanical treatment structure. Per City design standards, no more than 50 percent of the vehicle pavement will be treated through mechanical treatment. All facilities will be designed per City of Springfield standards. The filtration planters will have open storage at the surface ranging from 6 to 12 inches deep with a minimum of 2 inches of freeboard. The planters will have 24 inches of growing media with landscaping planting for the water quality management. They will also have a minimum of 12 inches of rock storage depth below the facility. The filtration planters will treat the water quality storm and an overflow will collect larger storm events to convey to the stormwater system. The mechanical treatment will be accomplished with Contech Stormceptor STC450i or approved equal. The product used will be sized in accordance with the manufacturer's recommendation. Table 1: Pre -Development vs. Poo -Development Flo e Development CFS CF CFS CF CFS CF CFS CF Existing Conditions 0.01 261.356 0.35 4,745 0.44 5,869 0.53 7,022 Proposed Conditions 0.40 6,435 3.15 41,710 3.75 49,557 4.37 57,581 Development CFS CF CFS CF Existing Conditions 0.63 8,196 0.71 9,148 Proposed Conditions 4.99 65,653 5.49 72,146 Water Quality Facilities Basin 1 encompasses the buildings and the pedestrian hardscape not adjacent to the parking bays and drive aisle. Run-off from the buildings will be collected via roof drains and downspouts. Run-off from the pedestrian hardscape will be collected by area drains. The run-off will then be conveyed through the on-site storm drainage system and discharged into the City system at the main located in 22nd Street. Basin 2 encompasses the north section of the parking lot, drive aisle and the associated sidewalk adjected to the parking bays. The run-off will sheet flow north where it will be captured by two catch basins. These catch basins will filter (flogard fiters) and satisfy the pre-treatment requirement before sending run-off to a mechanical treatment manhole. The mechanical treatment will be Contech Stormceptor model STC450i. After treatment, run-off will be conveyed through the on-site storm system and discharge at the connection Ma=Ia Apartments I RPFFConsulting Engineers PRELIMINARYSTORMWATER REPORT point in 22nd Street. The treated vehicle pavement area is approximately 43 percent of the total vehicle pavement area. Basin 3 encompasses a portion of the parking bays, drive aisle and adjacent sidewalk located in the middle of the site. The run-off will sheet flow to the filtration planter located in the middle of the site via curb cut. The planter will provide treatment via filtration and overflow run-off will be routed to the on-site storm system via an overflow inlet. The treated run-off will be conveyed to the on-site stormwater system and then to the connection point in 22nd Street. Basin 3 encompasses a portion of the parking bays, drive aisle and adjacent sidewalk on the site's south side. The run-off will sheet flow to the filtration planter via curb cut. The planter will provide treatment via filtration and overflow run-off will be routed to the on-site storm system via an overflow inlet. The treated run-off will be conveyed to the on-site stormwater system and then to the connection point in 22nd Street. Flow Control Per the City of Springfield Stormwater Scoping sheet, no detention is required for the project site. Source Control Source control is required for facilities that are highly likely to generate pollutants that are not addressed through the implementation of vegetated stormwater facilities. There are a variety of trash areas located throughout the development that will require source control measures. To meet these requirements, heavy- duty sanitary drains located in the trash areas will be trapped, auto -primed, vented and connected to the sanitary sewer system. These drains will not convey to the storm drainage system. Additionally, trash areas will be covered and hydraulically isolated from the stormwater system. Analysis Water Quality Facilities The run-off for the impervious areas has been calculated and the planters and rain garden have been sized to meet or exceed the City of Springfield requirements. The calculations determine run-off using the Santa Barbara Urban Hydrograph (SBUH) Method and NRCS 24 -Hour Type IA Hyetograph as outlined Chapter 4 of the Engineering Design Standards and Procedures Manual. The facility capacity is based on the requirements and facility details found in City of Eugene Stormwater Design Manual. For analysis purposes, each basin required the following information as input data for the computer model: • Impervious Area (Ai), in acres • Curve Number (CNi), impervious • Travel Time (Tc) • Total Precipitation Ma=Ia Apartments I RPFFC nsulting Engineers PRELIMINARYSTORMWAUR REPORT Precipitation data for the respective City of Springfield design storms are shown in Table 2 below. Table 2:24 -Hour Precipitation for Springfield, OR INOAA Atlas 2, Volume xl n2-YearM4.3 100-Year Bldgs & Ped Basin 2 Hard cape 30,984 & Parking ardsca & Parki Basin 4 Hardscape 24,355 & Parking 1.37 1 71,721 1 131,204 0.]1 0.06 2,63] 33,621 MT -1 0.56 1,566 0.04 25,921 FTP -2 To size each planter, the following information was needed: • Bottom area, in square feet • Bottom perimeter length or bottom width, in feet • Storage depth, in inches All the water quality facilities meet the City of Springfield water quality requirements. For full calculations and results, see Appendix 4. Engineering Conclusions Based on the Engineering Design Standards and Procedures Manual requirements, the facilities and conveyance components have enough capacity to handle the required storm events and should be approved as designed. 2200316 -kg Martola Apartments I UFFConsulting Engineers 5 PRELIMINARYSTORMWATER REPORT Appendix 1 Basin Maps Ma=Ia Apartmen4 I gPFFC nsul[ing Engineers PRELIMINARYSTORMWAUR REPORT 5 I I I T r._. J t s EXISTING AREA=205,565 SF 10"SS ° 10"55 10"55_ I J SHEET LEGEND - - PROPERTY �_____ UNE STORMWATE �.....L ............. ® EXISTING STORMWATER BASIN MAP STORMWATER BASIN MAP BASIN 1 r" --AREA= 131,204 SF - .'. IMPERVIOUS AREA=59,483 SF ce .. .......2--- BASIN 2 .... .. .... ..... .... ..... AREA=33,621 SF ' I IMPERVIOUS AREA=30,984 SF CB 1 ,1 1 BASIN 3 MT I - .. I AREA=14,352 SF IMPERVIOUS AREA=13,027 SF F I I F SHEET LEGEND II I 16 I PROPERTY UNE - STORMWATER - - - - - BASIN BOUNDARY If STORM PIPE E I � STRUCTURE TYPE ... '. ..::...... .... ... FTP '.1 .... ..,7 CAL.QUI DESCRIPTON CB TRAPPED CATCH BASIN J MATH FLOGARD FlLTER ar FTP FLOW THROUGH FILTRATION PLANTER. ID AS SHOWN MT MECHANICAL TREATMENT STRUCTURE STORMWATER BASIN MAP Appendix 2 Stormwater Plans Ma=Ia Apartments I UFFC nsulting Engineers MELIMINARYSTORMWAUR REPORT 3 I 1 GRIDLINE INTERSECTION 3-B ' N 114586.16 E 209528.52 I CX.01 5 O GRIDLINE INTERSECTION ; 3-C N 114621.43 E209405.19 CX.00 1rr1� :j I I � I . :. .. x":_IE'E'E L-..•.'r+..e>:-. 't:1•: GRIDLINE - GRIDLINE INTERSECTION 6ET CONTROL POINT as„o= 2-g as..w 1-1/8” BRASS CAP_ N 114440.45 _ N 114661,95 - — E 209577.48 E 209597.07 22ND STREET GRIDLINE INTERSECTION 1-A c N 114550 ' E209610.4 4 PROPOSED BUILDING B PROPOSED BUILDINGA GRIDLINE INTERSECTION 4-B N 11458639 ] E 20942711 9 11 III `j 1 3 I I I ITI - SET CONTROL POINT 1 o j` 1-1/8" BRASS CAP 1 as„o9 N 114368.850e _ E 209632.46 3 • •._i _- � _ s- ° • � � .�a, GRIDLINE INTERSECTION I B N11424441 -� •.��-+ s E 209596 20 - -- a ::::::: ' ' ' _ - - GRIDLINE INTERSECTION ' 2 C PROPOSED -'- \:N 114077. BUILDINGC '.GRIDLINE INTERSECTION: - `v ?-�E 209552.48 F : PROPOSED \' 3-C s CLUBHOUSE y _ - N 114418.53 - - -� ` 3 - E209542.43 ........�.--. - - • � _ j_ - � BUILDING E CX.02 •r� .: a ; ; CX.05 .: Y \\ S j GRIDLINE INTERSECTION tk - f• ------------------- ------------------- a� N 114203 56-------------------- - t - ------------ wE 20952811 ` i GRIDLINE INTERSECT ION}# 5-B GRIDLINE INTERSECTION 3-C ' N 114233.85 - N 114025.03 _ _ _ - s� E 209425.53 * �” '•t - - ' ' + , , p . E209480.71 , 'i •...... -------------------- .: ..... rr - •.• .... :�i: Paradigm £x 5 1NE 81"05%6481P G5� DIGITALLY SIGNED 2023.08.16 13:02:21-OT00' OREGON 'LyT��IM EXPIRATON HATE: 6/30/2025 Revision Schedule No. Fbescription I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Misc lq)ff 800 W III.I, Oe S"eq Suite 400 Eugene, OR 91401 0: 541.684.4902 F: 541.684.4909 www.knficom ME DUSTRUD architecture p��,P m. -ii 3La � mcv�y m caS L' p L •- m E oTVE E, 0:150 $a 22Q Uii iqm c� m f ayw ' E8 Eoov�=€ m m a g E m y SHEET TITLE SITE CONTROL & KEY PLAN SHEET NO. SCALE i INCH =40 FEET C 1 •01 40 0 40 80 y25 E .15ZI Paradigm £x 5 1NE 81"05%6481P G5� DIGITALLY SIGNED 2023.08.16 13:02:21-OT00' OREGON 'LyT��IM EXPIRATON HATE: 6/30/2025 Revision Schedule No. Fbescription I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Misc lq)ff 800 W III.I, Oe S"eq Suite 400 Eugene, OR 91401 0: 541.684.4902 F: 541.684.4909 www.knficom ME DUSTRUD architecture p��,P m. -ii 3La � mcv�y m caS L' p L •- m E oTVE E, 0:150 $a 22Q Uii iqm c� m f ayw ' E8 Eoov�=€ m m a g E m y SHEET TITLE SITE CONTROL & KEY PLAN SHEET NO. SCALE i INCH =40 FEET C 1 •01 40 0 40 80 L �A ° v > M STA t M, I - I I I M>T�M > Medd miimw-liiT dA ��l d=l11�TT�d �t c1=1W GV -1 108 LF.6"FP Z 4 > > > > > > 7- > > > FP GPI -2> > > > > !! 7 > > > > > > F v j SD LD -1-14 � > > > F SD STUB 14 4 SD CO -16 > 4 4 4 F` 4 RIM -465.50 LL IE 8" OUT=463.24 (E) > 4 4 4 4 44 S=3.18% 2 CONSTRUCTION. CONTRACTOR TO COORDINATE � MATCHLINESEE SHEET C3.01� IE 6' OUT=462.69 (S) 4 4 c 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 044- I DS TYP. 4 4 4 lW1 I IM14 4 4fm1 4 4 IM14 4 #ml 4 4 IMI So LD -1-7 RIM=465.40 > >o > M M-105LF-4"W M M PROPOSED 5=1.00% dd dd dd dd 4 > 4 3 � 4 4 m' 4 p SD CO -47 5 POWER TO ENCLOSURE. 74 LF - 15"SD 4 IE 6" OUT�62.74 (S) 4 > 8 LL 5 UNDERGROUND UTILITY AND REPORT BACK TO KPFF > > IE 8" OUT=462.53 (E) e 4� I4LF-6"SDI r6 N `O BUILDING B N4 PLANS FOR CONTINUATION. SD W Q-1 > 5=1.00% >> > RIM= 7 ADDITIONAL CLEARANCE REQUIRED. SEE DETAIL 5/C5.02 > 4 4I 'a (> > IF UNABLE TO ACHIEVE PROPER COMPACTION OF FILL Ln C? FF=466.59 E8"I _j BETWEEN PIPES, USE CDF AS FILL. I > �LL DOG FOUNTAIN. SEE PLUMBING PLANS. I NOTIFY EWEB 48 HOURS PRIOR TO INSTALLATION. IE 8" IN PROVIDE A MINIMUM OF 12" CLEARANCE FROM EXISTING x - - - - - - - - a;• 3 > 10 30" TRANSMISSION PIPE. POUR CDF VON EITHER SIDE IE 10" OU LL 4 j V> DD DOWNSPOUT TO DAYLIGHT AT VALLEY GUTTER. k• 4 4 4 4 SD LD -1-10 4 jJ> INSTALL 6" DOUBLE DETECTOR CHECK VALVE (DDCV). 4 > >> I 4 4(N '�SD DDC PROVIDE POWER TO SUMP PUMP AND ALARM CONTROL 5/135.02 I 13051>IE LINE TO BUILDING ALARM SYSTEM. SEE ELECTRICAL I 7LF-6"SD GPI-1 e 8" IE 8" IN=462.56 (E)aFP IN=462.56(W)J4IE F 4 DOWNSPOUT CONNECTION. SEE DETAIL 4/C5.01 FOR n > I DS DOWNSPOUT AND BOOT CONNECTION WITH PIPE L 8 OUT=462.56 (S) CONNECTION TO ON-SITE STORM SYSTEM. S CO -9 4 4 4 4 4 WGV2 IE 8" IN=459.65 (N) I >>> > > 86LF-8"SD> > >> m a LL CONTRACTOR AND PLUMBER, TO BE LOCATED ON TOP 2/135.03 S=0.50% 4 OF FOOTING. VERIFY ELEVATION OF FOUNDATION DRAIN SD LD -1-13 U CONNECTION PRIOR TO CONSTRUCTION. W TEE -3 84 LF - 8"S 4 F- 4 CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS 4 RIM=465.69 FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. ,> S=1.00Yo > FP TEE -3 I IE 6' OUT -063.00 (N) 104 LF 4"W 2/C5.02 L �A ° v > M STA t M, I - I I I M>T�M > Medd miimw-liiT dA ��l d=l11�TT�d �t c1=1W GV -1 108 LF.6"FP Z 4 > > > > > > 7- > > > FP GPI -2> > > > > !! 7 > > > > > > F v j SD LD -1-14 � > > > F SD STUB 14 PROPOSED BUILDING A FF=466.64 > > > > > \ 4 SD CO -16 > 4 4 4 F` 4 RIM -465.50 LL IE 8" OUT=463.24 (E) > 4 4 4 4 44 S=3.18% 2 CONSTRUCTION. CONTRACTOR TO COORDINATE � > IE 6' OUT=462.69 (S) 4 4 c 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 044- I DS TYP. 4 4 4 lW1 I IM14 4 4fm1 4 4 IM14 4 #ml 4 4 IMI > > > M M-105LF-4"W M M J5LF-6"SD 5=1.00% dd dd dd dd 4 > 4 � 4 4 > 4 p SD CO -47 5 POWER TO ENCLOSURE. 74 LF - 15"SD IE 6" IN=462.61 (W) 4 5 UNDERGROUND UTILITY AND REPORT BACK TO KPFF S=0.50% IE 8" OUT=462.53 (E) PRIOR TO CONSTRUCTION. r6 CONNECT TO YARD HYDRANT. SEE ARCHITECTURAL N4 PLANS FOR CONTINUATION. SD W Q-1 I 4 RIM= 7 ADDITIONAL CLEARANCE REQUIRED. SEE DETAIL 5/C5.02 IE 10' IN=461.43 (N) I > IE 15' OUT -061.06 (S) (> > IF UNABLE TO ACHIEVE PROPER COMPACTION OF FILL Ln C? o _j BETWEEN PIPES, USE CDF AS FILL. I > 9 DOG FOUNTAIN. SEE PLUMBING PLANS. I NOTIFY EWEB 48 HOURS PRIOR TO INSTALLATION. PROVIDE A MINIMUM OF 12" CLEARANCE FROM EXISTING x - - - - - - - - a;• 10 30" TRANSMISSION PIPE. POUR CDF VON EITHER SIDE AT THE SANITARY SEWER CROSSING. 4 I DD DOWNSPOUT TO DAYLIGHT AT VALLEY GUTTER. k• 4 4 4 4 SD LD -1-10 SUB FIRE PROTECTION ABOVE GROUND ENCLOSURE. 4 INSTALL 6" DOUBLE DETECTOR CHECK VALVE (DDCV). 4 INSTALL SUMP PUMP AND DISCHARGE PIPE. VAULT TO 4 4 RIM=465.34 I 4 HAVE SLIPNOT FINISH. SET TO FINISHED GRADE. DDC PROVIDE POWER TO SUMP PUMP AND ALARM CONTROL 5/135.02 I 4 IE6"OUT=463.17(N) 4 LINE TO BUILDING ALARM SYSTEM. SEE ELECTRICAL I 7LF-6"SD PLANS. CONTRACTOR TO VERIFY LAYOUT WITHIN VAULT. e CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. F 4 DOWNSPOUT CONNECTION. SEE DETAIL 4/C5.01 FOR n > I DS DOWNSPOUT AND BOOT CONNECTION WITH PIPE L - - CONNECTION TO ON-SITE STORM SYSTEM. S CO -9 4 4 4 4 4 IE 8" IN=459.65 (N) I > IE 8" OUT=459.65 (S) m a LL CONTRACTOR AND PLUMBER, TO BE LOCATED ON TOP 2/135.03 Io 4 OF FOOTING. VERIFY ELEVATION OF FOUNDATION DRAIN SD LD -1-13 U CONNECTION PRIOR TO CONSTRUCTION. 84 LF - 8"S 4 F- 4 CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS 4 RIM=465.69 FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. ,> S=1.00Yo = I IE 6' OUT -063.00 (N) DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY. 2/C5.02 RP PROVIDE POWER TO HEATED ENCLOSURE. 8 vwWi 2LF-6"SD CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. o w 4 4 4 4 Z S=1.00% S CONTINUATION. SIZE AS NOTED. CONNECT TO STORM CARPORT ROOF DRAIN. SIZE AND IE - - - - - - - H Q SD AS NOTED. SEE DETAIL 3/135.01 FOR DOWNSPOUT 4 CONNECTION TO ON-SITE STORM SYSTEM. I CONNECT TO COLD WATER SYSTEM. SEE PLUMBING SD CO -48 IE 6" OUT=463.17 (E) W 4 4 4 4 4 4 4 4 PLANS FOR CONTINUATION. SIZE AS NOTED. 4 4 4 4 I 4 4 4 IE 8" IN=462.90 (W) �^ 4 4 WM r�i 4 4 �� I 4 4 I! UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. 4 4 4 4 IE 8" OUT=462.90 (E) 4 4 4 4 UTILITY LABEL LEGEND 4 4 4 4 4 4 4 4 4 4 4 4 > 4 ° > > > �� F FPSTUB4 4 4 IMI4 4 4 4 IMI 4 [411 I FP 90° BEND -1 4 IMI 4 4 4 4[MI 4 > 4 4 G'^) FP 4" > > > > > O 11 LF-4"FP ° > O > W 90 -BEND -2 > W W STUB -6 7 !! > > 8LF-2'W 4 4 4 SD LD -1-12 RIM=465.70 > > > IE 6" OUT=463.17 (N) > o t>2LF-6'SD 5=1.00% � Ln N j O J o I > > I> > > > N 4 SDLD-1-11 > 4 4 > > - RIM�65.03 IE 6" OUT=463.44 (S) =>8LF-6"SD> > > ° S=1.00% > 4 > > 4 4 4 4 4 4 \ 4 4 PROPOSED BUILDING A FF=466.64 > > > > > \ 4 SD CO -16 > 4 4 4 F` 4 >> FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO IE 8" OUT=463.24 (E) > 4 4 4 4 44 S=3.18% 2 CONSTRUCTION. CONTRACTOR TO COORDINATE � > � I 4 4 c 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 044- I 4 4 4 lW1 I IM14 4 4fm1 4 4 IM14 4 #ml 4 4 IMI 3 SANITARY SEWER SYSTEM PRIOR TO CONSTRUCTION. 0 IE 4"=462.28 1 LF-4"SD S=1.00% SD BWV-1 IE 4" IN=462.26 (N) IE 4" OUT=462.26 (S) 1 LF-4"SD S=1.00% S STUB -4 IE 6"=461.45 SD LD -2-27 RIM=465.49 IE 6" OUT=462.55 (S) 2 LF - 6"SD S=2.50% �-- - 71 1 ;7�71M=465.51 -T-i D LD -1-8 SD CB -1 I> IE 6" OUT=462.03 (N) RIM=469.40 > > 4LF-6"SD IE 10"OUT=461.63 (W) > / > > S=1.70°% >"0"SDW 45°BEND-2 SOSTUB-1>SDIE64 4 > 5 > 18 LF-6"SD M FP 45* BEND -2 E. dd 41 W 45°BEND-1 QQ I � I I > 11 7 FP 45" BENDA > > > > C > > > > > > e° > > SD LD -1.9 RIM=465.63 > IE 6" OUT=462.47 (N) > 4LF-6"SD S=1.00% 4J I 4 I4 4 > > FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO 28 LF - 6"S I > S=3.18% 2 CONSTRUCTION. CONTRACTOR TO COORDINATE � > � I TAPPING INSTALLATION WITH SUB. 7 8 I FIELD VERIFY LOCATION AND IE OF EXISTING 10" > I 3 SANITARY SEWER SYSTEM PRIOR TO CONSTRUCTION. M M-105LF-4"W M M HEAVY DUTY SANITARY FLOOR DRAIN TO BE VENTED dd dd dd dd 4 4 4 � 4 4 PLANS FOR VENT AND PRIME CONNECTION. PROVIDE 4 I SD CO -47 5 POWER TO ENCLOSURE. 74 LF - 15"SD IE 6" IN=462.61 (W) 4 5 UNDERGROUND UTILITY AND REPORT BACK TO KPFF S=0.50% IE 8" OUT=462.53 (E) PRIOR TO CONSTRUCTION. r6 CONNECT TO YARD HYDRANT. SEE ARCHITECTURAL N4 PLANS FOR CONTINUATION. SD W Q-1 I 4 RIM= 7 ADDITIONAL CLEARANCE REQUIRED. SEE DETAIL 5/C5.02 IE 10' IN=461.43 (N) I FOR PIPE CROSSING DETAIL. IE 15' OUT -061.06 (S) > IF UNABLE TO ACHIEVE PROPER COMPACTION OF FILL I 8 BETWEEN PIPES, USE CDF AS FILL. SD GO -42 IE 10" IN=461.47 (W) IE 10" OUT=461.47 (S) 8 LF -10"SD S=0.50% rn I LL I I I I I S CO -1 IE 6" IN=460.57 (E) IE 6" IN=460.57 (N) > IE 8" OUT=460.49 (S) 4 4 4 SD CB -2 RIM=464.64 IE 10" OUT=461.90 (E) 4 SHEET NOTES Paradigm 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL rc VC5.01. w 2. NORTHINGS AND EASTINGS SHOWN ON STRUCTURE TABLE ON SHEET C3.06 ARE SHOWN AT CENTER OF STRUCTURE U.N.O.. PN %_* 3. INSTALL THRUST BLOCK ON FIRE AND WATER LINES PER DETAIL 5648 9/135.01. 2023.08.17 DIGITALLY SIGNED 15:34:33-07'00' X UTILITY KEY NOTES OREGON I 9 ig P NOTE DESCRIPTION DETAIL 51 LF -10"SD REF. M S=0.50%I 1 CONNECT TO EXISTING STORMWATER MANHOLE. FIELD E%P MR ON DATE: 6/30/2025 VERIFY LOCATION PRIOR TO CONSTRUCTION. L 4 > > FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO > !! > 2 CONSTRUCTION. CONTRACTOR TO COORDINATE > > > TAPPING INSTALLATION WITH SUB. 7 FIELD VERIFY LOCATION AND IE OF EXISTING 10" > I 3 SANITARY SEWER SYSTEM PRIOR TO CONSTRUCTION. M M-105LF-4"W M M HEAVY DUTY SANITARY FLOOR DRAIN TO BE VENTED dd dd dd dd AND TRAPPED. SEE PLUMBING AND ARCHITECTURAL 100 LF-6"FP o m o 4 PLANS FOR VENT AND PRIME CONNECTION. PROVIDE 4 I POWER TO ENCLOSURE. 74 LF - 15"SD FIELD VERIFY LOCATION, IE, AND SIZE OF 5 UNDERGROUND UTILITY AND REPORT BACK TO KPFF S=0.50% PRIOR TO CONSTRUCTION. r6 CONNECT TO YARD HYDRANT. SEE ARCHITECTURAL PLANS FOR CONTINUATION. SD W Q-1 I RIM= 7 ADDITIONAL CLEARANCE REQUIRED. SEE DETAIL 5/C5.02 IE 10' IN=461.43 (N) I FOR PIPE CROSSING DETAIL. IE 15' OUT -061.06 (S) IF UNABLE TO ACHIEVE PROPER COMPACTION OF FILL I 8 BETWEEN PIPES, USE CDF AS FILL. 9 DOG FOUNTAIN. SEE PLUMBING PLANS. I NOTIFY EWEB 48 HOURS PRIOR TO INSTALLATION. PROVIDE A MINIMUM OF 12" CLEARANCE FROM EXISTING x - - - - - - - - a;• 10 30" TRANSMISSION PIPE. POUR CDF VON EITHER SIDE AT THE SANITARY SEWER CROSSING. 4 I DD DOWNSPOUT TO DAYLIGHT AT VALLEY GUTTER. k• 4 4 4 4 SD LD -1-10 SUB FIRE PROTECTION ABOVE GROUND ENCLOSURE. 4 INSTALL 6" DOUBLE DETECTOR CHECK VALVE (DDCV). 4 INSTALL SUMP PUMP AND DISCHARGE PIPE. VAULT TO 4 4 RIM=465.34 I 4 HAVE SLIPNOT FINISH. SET TO FINISHED GRADE. DDC PROVIDE POWER TO SUMP PUMP AND ALARM CONTROL 5/135.02 I 4 IE6"OUT=463.17(N) 4 LINE TO BUILDING ALARM SYSTEM. SEE ELECTRICAL 7LF-6"SD PLANS. CONTRACTOR TO VERIFY LAYOUT WITHIN VAULT. e CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. 4 DOWNSPOUT CONNECTION. SEE DETAIL 4/C5.01 FOR 4 4 5=1.50Yo y I DS DOWNSPOUT AND BOOT CONNECTION WITH PIPE L - - CONNECTION TO ON-SITE STORM SYSTEM. S CO -9 4 4 4 4 4 IE 8" IN=459.65 (N) I CONNECT TO FOUNDATION DRAIN. DESIGN/BUILD BY IE 8" OUT=459.65 (S) m FD CONTRACTOR AND PLUMBER, TO BE LOCATED ON TOP 2/135.03 Io 4 OF FOOTING. VERIFY ELEVATION OF FOUNDATION DRAIN U CONNECTION PRIOR TO CONSTRUCTION. 84 LF - 8"S 4 F- 4 CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS 4 FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. S=1.00Yo = I to DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY. 2/C5.02 RP PROVIDE POWER TO HEATED ENCLOSURE. 8 vwWi CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. w 4 4 4 4 Z CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR S CONTINUATION. SIZE AS NOTED. CONNECT TO STORM CARPORT ROOF DRAIN. SIZE AND IE - - - - - - - H Q SD AS NOTED. SEE DETAIL 3/135.01 FOR DOWNSPOUT 4 CONNECTION TO ON-SITE STORM SYSTEM. I CONNECT TO COLD WATER SYSTEM. SEE PLUMBING IE 6" OUT=463.17 (E) W 4 4 4 4 4 4 4 4 PLANS FOR CONTINUATION. SIZE AS NOTED. 4 4 4 4 I 4 4 4 4 4 3" WATER METER. CONTRACTOR TO COORDINATE 4 4 WM INSTALLATION WITH SPRINGFIELD UTILITY BOARD. 4 4 4 4 I 4 4 I! UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. 4 4 4 4 4 4 4 4 4 UTILITY LABEL LEGEND L 4 > > > STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX XX_,� ID NUMBER (WHERE APPLICABLE) N=XXXX.XX ]- LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.XSTRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF -)OC XX UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREA DRAIN 7/C5.02 BWV BACKWATER VALVE 3/G5.03 CB CATCH BASIN 2/C5.01 CO CLEANOUT TO GRADE 4/C5.01 DDCV DOUBLE DETECTOR CHECK VALVE 5/G5.02 FDC FIRE DEPARTMENT CONNECTION 1/C5.02 FH FIRE HYDRANT 8/G5.02 FLD HEAVY DUTY SANITARY FLOOR DRAIN 11/C5.01 GPI GROUND POSITION INDICATOR, BELOW GRADE GV GATE VALVE 9/C5.01 LD -1 LANDSCAPE DRAIN - TYPE 1 6/C5.01 LD -2 LANDSCAPE DRAIN - TYPE 2 3/G5.02 MH MANHOLE 7/C5.01 OV OVERFLOW INLET 5/C5.01 RP REDUCED PRESSURE BACKFLOW ASSEMBLY 2/C5.02 TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/C5.03 SCALE 1 INCH = 10 FEET 10 0 10 20 Revision Schedule No. Description I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Mise lq)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koffxco ANT architecture C C ?:500 Y .0 ' O2 O 3c y qt55 3 L a 6 J S CZ Cd a •'C` TL a. ar m 0 m t c m ' 3 5 d � c a 0. EE�c a8inm oam no C% d ° C N L N 0, N N 1 U= E 8 5 E 0 Q 0 :5 ' c r o c '°' E t m Fina m@8�=8'£�' DRAWN BY: FU/RR CHECKED BY: MR/TH/MK 0 76 E c CV Q u O U L UU 12 SHEET TITLE UTILITY PLAN SHEET NO. C3.00 4 > > > > > > > > > o m o > 4 4 4 4 4 4 SD LD -1-10 4 4 4 4 RIM=465.34 4 4 IE6"OUT=463.17(N) 4 7LF-6"SD 4 4 4 4 5=1.50Yo 4 4 4 4 4 4 iv 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 SD CO -32 4 IE 6" OUT=463.17 (E) 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 > 4 ftl 4 4 IMI4 4 4 4 IMI 4 [411 4 IMI 4 4 4 4[MI 4 4 tm� 4 IMI 4 4 G'^) 4 41 O O STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX XX_,� ID NUMBER (WHERE APPLICABLE) N=XXXX.XX ]- LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.XSTRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF -)OC XX UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREA DRAIN 7/C5.02 BWV BACKWATER VALVE 3/G5.03 CB CATCH BASIN 2/C5.01 CO CLEANOUT TO GRADE 4/C5.01 DDCV DOUBLE DETECTOR CHECK VALVE 5/G5.02 FDC FIRE DEPARTMENT CONNECTION 1/C5.02 FH FIRE HYDRANT 8/G5.02 FLD HEAVY DUTY SANITARY FLOOR DRAIN 11/C5.01 GPI GROUND POSITION INDICATOR, BELOW GRADE GV GATE VALVE 9/C5.01 LD -1 LANDSCAPE DRAIN - TYPE 1 6/C5.01 LD -2 LANDSCAPE DRAIN - TYPE 2 3/G5.02 MH MANHOLE 7/C5.01 OV OVERFLOW INLET 5/C5.01 RP REDUCED PRESSURE BACKFLOW ASSEMBLY 2/C5.02 TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/C5.03 SCALE 1 INCH = 10 FEET 10 0 10 20 Revision Schedule No. Description I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Mise lq)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koffxco ANT architecture C C ?:500 Y .0 ' O2 O 3c y qt55 3 L a 6 J S CZ Cd a •'C` TL a. ar m 0 m t c m ' 3 5 d � c a 0. EE�c a8inm oam no C% d ° C N L N 0, N N 1 U= E 8 5 E 0 Q 0 :5 ' c r o c '°' E t m Fina m@8�=8'£�' DRAWN BY: FU/RR CHECKED BY: MR/TH/MK 0 76 E c CV Q u O U L UU 12 SHEET TITLE UTILITY PLAN SHEET NO. C3.00 6D^sD 3 ' 4"50 it I 3 sp^so 3 3 I I I F L SHEET NOTES o I E I 4fi5 3 \ I, - Ll. F. 22ND STREET FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO 2 CONSTRUCTION. CONTRACTOR TO COORDINATE TAPPING INSTALLATION WITH SUB. 3 FIELD VERIFY LOCATION AND IE OF EXISTING 10" SANITARY SEWER SYSTEM PRIOR TO CONSTRUCTION. HEAVY DUTY SANITARY FLOOR DRAIN TO BE VENTED 4 AND TRAPPED. SEE PLUMBING AND ARCHITECTURAL PLANS FOR VENT AND PRIME CONNECTION. PROVIDE v tiJ POWER TO ENCLOSURE. Paradigm 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL rc 05..09 as„os 5 1/C5.01. 2. NORTHINGS AND EASTINGS SHOWN ON STRUCTURE TABLE ON SHEET C3.06 ARE SHOWN AT CENTER OF STRUCTURE U.N.O.. ISSUE DATES CONNECT TO YARD HYDRANT. SEE ARCHITECTURAL 0*�'*05%6481P 3. INSTALL THRUST BLOCK ON FIRE AND WATER LINES PER DETAIL 9/C5.01. 2023. 8.17 DIGITALLY SIGNED [5:935.17 I 0 UTILITY KEY NOTES OREGON FOR PIPE CROSSING DETAIL. � `�C 19 R� NOTE DETAIL DESCRIPTION Revision - REF. M. 8 T TO NG RTO T OLE. FIELD mlnnoN DATE: 6/30/2025VERIFY 9 LOCATION PRIOR TO CONSTRUCTION. o I E I 4fi5 3 \ I, - Ll. F. 22ND STREET FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO 2 CONSTRUCTION. CONTRACTOR TO COORDINATE TAPPING INSTALLATION WITH SUB. 3 FIELD VERIFY LOCATION AND IE OF EXISTING 10" SANITARY SEWER SYSTEM PRIOR TO CONSTRUCTION. HEAVY DUTY SANITARY FLOOR DRAIN TO BE VENTED 4 AND TRAPPED. SEE PLUMBING AND ARCHITECTURAL PLANS FOR VENT AND PRIME CONNECTION. PROVIDE v tiJ POWER TO ENCLOSURE. PRINT DATE THIS SET as„w as„a9 as„09 as„09 as. 09 as„w as,109 as„09 I FIELD VERIFY LOCATION, IE, AND SIZE OF 8/16/2023 05..09 as„os 5 UNDERGROUND UTILITY AND REPORT BACK TO KPFF PRIOR TO CONSTRUCTION. ISSUE DATES CONNECT TO YARD HYDRANT. SEE ARCHITECTURAL - 6 PLANS FOR CONTINUATION. Pricing - Permit 8/16/2023 7 ADDITIONAL CLEARANCE REQUIRED. SEE DETAIL 5/C5.02 Construction - FOR PIPE CROSSING DETAIL. _ Revision - IF UNABLE TO ACHIEVE PROPER COMPACTION OF FILL 8 BETWEEN PIPES, USE CDF AS FILL. Misc. - 9 DOG FOUNTAIN. SEE PLUMBING PLANS. NOTIFY EWEB 48 HOURS PRIOR TO INSTALLATION. PROVIDE A MINIMUM OF 12" CLEARANCE FROM EXISTING 10 30" TRANSMISSION PIPE. POUR CDF 5' ON EITHER SIDE lq)ff AT THE SANITARY SEWER CROSSING. DD DOWNSPOUT TO DAYLIGHT AT VALLEY GUTTER. SUB FIRE PROTECTION ABOVE GROUND ENCLOSURE. SD LD -2-4 SO LD -1-1 INSTALL 6" DOUBLE DETECTOR CHECK VALVE (DDCV). RIM=466.68 INSTALL SUMP PUMP AND DISCHARGE PIPE. VAULT TO 800 willann t e street, suite 400 > > > > > > > > > > > > > _ > > > > > > > RIM=465.64 > > > > > Eugene, OR 97401 5 IE 6" OUT=463.00 (W) 5 IE 6" OUT=463.61 (W) I DDC HAVE SLIPNOT FINISH. SET TO FINISHED GRADE. 5/C5.02 0: 541.684.4902 F: 541.684.4909 PROVIDE POWER TO SUMP PUMP AND ALARM CONTROL 5=1..00%00% 5=1..00%00% ° 1LF-1LF-I LINE TO BUILDING ALARM SYSTEM. SEE ELECTRICAL www'kOff'COm PLANS. CONTRACTOR TO VERIFY LAYOUT WITHIN VAULT. y-->---->�--->�-�- M M. SD CO -05 > w c 8 _ CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. ° e e'x � - >g'w - s 0 O>w s 0 .> 0 O IE 6 IN -462.99 S O > > e w 0 8 W 6 DOWNSPOUT CONNECTION. SEE DETAIL WITH PI FOR I'® 6 O u DS DOWNSPOUT AND BOOT CONNECTION WITH PIPE i-a-"�'�" CONNECTION TO ON-SITE STORM SYSTEM. SD CO -52 () CONNECT TO FOUNDATION DRAIN. DESIGNIBUILD BY DUSTRUD > Q > 4 > > IE 8" OUT=463.20 (W) > > > > > > > > > > > \ > SD CO 49 IE 6 OUT=462.99 (W) > > > > N CONTRACTOR AND PLUMBER, TO BE LOCATED ON TOP architecture E IE 6" OUT=463.19 (W) p FD 2IC5.03 > > > > i j M OF FOOTING. VERIFY ELEVATION OF FOUNDATION DRAIN t, CONNECTION PRIOR TO CONSTRUCTION. _ F- C NNECT TO FIRE PROTECTION SYSTEM. SIZE >� > > > I Iy FP NOTED. EE PLUMBING PLANS FOR CONTINUATION. d o Q TYP. DS 3 3 > > 3 3 3 3 3 3 3 3 3 > > DS TYP' I vZi DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY. 2IC5.02 ; " ° o =' �° a ` u > > w RP PROVIDE POWER TO HEATED ENCLOSURE. c m d 3 t c n5 2 ± > N CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. S 3 = t t°• d m `m t m / > SSD LD -1-5 >I I Iy m £ $ m 9 ° v o .3 RIM�65.42 Z S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR ° ` ° c n �,� E > - IE 6" OUT=463.10 (N) I = CONTINUATION. SIZE AS NOTED. F°i ° n E 8 2 o Q » > j > 4 LF - 6"SD > > Al C..) CONNECT TO STORM CARPORT ROOF DRAIN. SIZE AND IE E .0,15 .-'a ° a o > ° >E > > > > > > > > > 5=1.00% > > > j > > j > > > I SD AS NOTED. SEE DETAIL 3/C5.01 FOR DOWNSPOUT 1j w E $ 5 E o a m = € CONNECTION TO ON-SITE STORM SYSTEM. c r o c '°' > e N > A> > I W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PROPOSED I PLANS FOR CONTINUATION. SIZE AS NOTED. > -.$ `°, �" DRAWN BY: d J WM 3" WATER METER. CONTRACTOR TO COORDINATE INSTALLATION WITH SPRINGFIELD UTILITY BOARD. FU/RR >°/> > � I BUILDING C I I! UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. CHECKED > BY: MR/TH/MK I SO LD -2-5 FF=466.77 I UTILITY LABEL LEGEND RIM=465.72 IE6"OUT=463.09(N) STRUCTURE LABEL >E > > 4LF-6"SD eQ w LL UTILITY TYPE(SD=STORM DRAINAGE, S=SANITARY SEWER, i j i j i i i i j i i j 11 J> j I> S=1.00% IYs. LL N I W=WATER, FP --FIRE PROTECTION) > > 4 �\ N 4 4 4 > SD LD -2-3 STRUCTURE TYPE CALLOUT O j > > > > �, > > > > j > > I �� ID NUMBER (WHERE APPLICABLE) O FP STUB -6 \° RIM=465.93 XXXX-XX ♦ ' (A 76 FP 4" > > O IE 8" OUT=462.12 (N) I N=XXXX.XX LOCATION (WHERE APPLICABLE) v > E> i I > > > > > i �~ 2 LF - 8"SD E=XXXX.XX \ 11 LF-4"FP S=1.00% I RIM= > _> NOME > > 7 II > > > IE IN =XX.X STRUCTURE INFO (WHERE APPLICABLE) C PROPOSED RIM=465.62 > j > > > >I IE OUT =XX.X C ° - FP 90° BEND -.2 > > > > > ° > IE 6" OUT=462.34 (N) > > > > > > > I •i SO BWV-2 S E 41F.50%D PIPE LABEL Q W 90°BEND-6 BUILDING B > > > > > > > > > > > > E W z STUB -7 IE 4' IN=462.01 (N) > > > > > > > > > > > UTILITY LENGTH 8 LF - 2"W IE 4' OUT=462.01 (S) > > > > > > > > > > j > > > I UTILITY SIZE E C FF=466.59 2LF-4'SD > " > > > > > > > > S=1.00% > > > > > > > > > a > I XXLF-XX"XX UTILITY TYPE � N > > > > SO GO -46 > > > > > > > > > > > a > > > > > S=X.XX% SLOPE (WHERE APPLICABLE) E� > I E> > > LL > > > > IE8"IN=462.88(E) SD STUB -15 FD > > > > SD CO -1 > > > > > > > ._� I STRUCTURE TYPE c > > >d > > IE8'OUT=462.88(W) IE4"=462.03 > > > SD CO -2 > > > > > > > > > > > > > A3 CALLOUT DESCRIPTION DETAILREF. / IE 6' IN=461.97 (E) IE 10" IN=461.51 (N) > > > > J > > > > 2 LF -4"SD > > IE 10" IN=461.80 (W) > > > > IE 6" IN�61.68 (E) > > > > > > > > > > AD AREA DRAIN 7/C5.02 � SD LD -2-6 5=1.00% > > IE 10" OUT=461.80 (S) > > d _ > IE 10" OUT=461.51 (W) q 52 LF - 6"SD BWV BACKWATER VALVE 3/C5.03:5 o RIM�65.68 5=1.50% > > > > > > > V> > > > > 59 LF-10'SD > > > > > > > > > > > > > > > > CB CATCH BASIN 2/C5.01 IE 6" OUT=462.83 (N) 48 LF -10"SD I CO CLEANOUT TO GRADE 4/C5.01 O E > > a o > > 3LF-6"SD > > > > > > > > > a 5=0.50°k 5=0.50% DDCV DOUBLE DETECTOR CHECK VALVE 5/C5.02 14 4 y -N 3=1.06% > > > > > > > > > > > > > > > > > > > (� LL > SCO -8 > > > > 51 LF-10"SD > > > > > > I FDC FIRE DEPARTMENT CONNECTION 1/C5.02 i I o S STUB -3 S E 6' IN -062.54 N S=0.50% FH FIRE HYDRANT 8/C5.02 rn IE 6"=463.09 > O > > > > > > > > > > > > < io IE 6' OUT=462.54 (W) I FILE)HEAVY DUTY SANITARY FLOOR DRAIN 1 VC5.01 < > > > > > > 28LF-6"S � o J GPI GROUND POSITION INDICATOR, BELOW GRADE > S=1.98% I GV GATE VALVE 9/C5.01 LD -1 LANDSCAPE DRAIN - TYPE 1 6/C5.01 > > I > > > > > > > >> > LD -2 LANDSCAPE DRAIN - TYPE 2 3/C5.02 > > LL 3 > > > > > > > > MH MANHOLE 7/C5.01 > I > > A > OV OVERFLOW INLET 5/C5.01 SHEET TITLE MATCHLINE SEE SHEET C3.00 UTILITY PLAN TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/C5.03 SHEET NO. SCALE 1 INCH = 10 FEET • O 10 0 10 20 m m IT] m m �p o ITIm E E 3 3 3 ,�.E n E > > W 45°BEND-3 > FP STUB -5 > > > > > > - 4"SD - 4"?D > > - 4" W > > > > TYP. DS > > > 05•,09 I OS„09 OS..U9 05••09 05•,09 OS..09 05,•09 6" IEOUT=461.82(W) e rn > > > W 45°BEND-4 J 2" 2LF-6"SD S=1.00% - > SD CO -04 I 22ND STREET > in 'i J o FP CONN -1 / > n 6' IE 6' OUT=460.30 (W) W TEE -4 5LF-4'W > D-2-1 > O W 90°BEND-0 > 466.12 SD LD -2-2 N 3 LF - 4"6/ > > RIM -065.77 5OUT�64.01 IE4"=460.19 (W)IE6"OUT=460.62(W)WWM-3" o y tjlE -6"SD WM 50% 3 LF-6"SD b > > 5=1.50% S=1.00% > Ell E OS..09 05..09 FP FH -1 12 LF - 6"FP 2 FP CONN -2 FP 6' 8 w SD CO -7 "1- .e -a g 3 > IE 6" OUT=460.87 (S) j 0j j j 0 j O j j -... > < ... > -57 LF -6' D `�... ,>_<3... T T > > > S=1.00% > .> > > 3 > > > > > > > > > > > 21 SU p Cp{5 wI IE 6" IN=463.99 (E) w IE 6" OUT=463.99 (N) zl =I ~I I I PROPOSED BUILDING C FF=466.77 SD LD -1-3 RIM=466.15 IE 6" OUT=461.16 (W) 3 LF - 6"SD S=2.00% SO CO -54 IE 6" IN=461.11 (N) IE 6" IN=461.11 (E) J = S STUB -5 _ > J y > > - > S=2.50%`` > > a > > W 45°BEND-3 > FP STUB -5 > > > > > > > > > - 4" SD LD -2-25 > > > > TYP. DS > > > > > > J = S STUB -5 _ > J y > > - > S=2.50%`` > > a > > W 45°BEND-3 > FP STUB -5 > > > > > > > > > - 4" SD LD -2-25 > > > > 7LF-4"W TYP. DS W STUB -5 RIM=465.69 > > > > ry) 6" IEOUT=461.82(W) e rn > > > W 45°BEND-4 J 2" 2LF-6"SD S=1.00% - > SD CO -04 > \> > in 'i J IE 6' IN=460.30 (N) > > n IE 6' OUT=460.30 (W) > > J > SD STUB -16 FD > > > > > IE4"=460.19 > o y > 2LF-4"SD > g b > > - S=1.00% > J SD BWV-3 LL IE 4" IN=460.17 (N) IE 4" OUT=460.17 (S) 2LF-4"SD > S=1.00% > > '> SD LD -1-2 RIM=465.46 > > I > > IE 6' OUT=459.98 (W) > > > a 3LF-6"SD S=1.00% > > >LL J > > D SD C0-43 IE 6" IN=459.96 (E) > > > u IE6"IN=459.96IW) > IE 6" OUT=459.96 (S) > > > ^ y > > m o N > LL r 3 > > > > > > > > > > > SD CO -41 > IE 6" OUT=462.45 (S) > > > > > > > >> > 49 LF - 6'SO S STUB -5 _ > J y > > - > S=2.50%`` > > IE6"=459.60 S > n > W 45°BEND-3 FP STUB -5 > > > > > > > > > - 4" SD LD -2-25 > > > > 7LF-4"W W STUB -5 RIM=465.69 > > > > ry) 6" IEOUT=461.82(W) e rn > > > W 45°BEND-4 J 2" 2LF-6"SD S=1.00% - > > > > > > > > > > > > > > > SD CO -41 > IE 6" OUT=462.45 (S) > > > > > > > >> > 49 LF - 6'SO _ IE IE 6" > SO CO -40 6" IN=461.21 (N) > > OUT=461.21 (E) > > > - > S=2.50%`` > > W 45°BEND-3 > > > > > > > > > > > > > 7LF-4"W > > > > > > > > > > > > > > e rn > > > W 45°BEND-4 o in 'i J SD STUB -11 \ SD IE6"=461.45 J n LL > J > > > J SHEET NOTES Paradigm 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL rc 1/C5.01. 2. NORTHINGS AND EASTINGS SHOWN ON STRUCTURE TABLE ON SHEET C3.06 ARE SHOWN AT CENTER OF STRUCTURE U.N.O.. 0*�"05%6481P 3. INSTALL THRUST BLOCK ON FIRE AND WATER LINES PER DETAIL 9/C5.01. DIGITALLY SIGNED 23.08.17 O UTILITY KEY NOTES �07ar ORECON \ NOTE DESCRIPTION DETAIL rf o \ I REF. M. 1 CONNECT TO EXISTING STORMWATER MANHOLE. FIELD E%PIRATIDN DATE: 6/30/2025 q E I VERIFY LOCATION PRIOR TO CONSTRUCTION. e' .11 - I3 9 ) / FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO ) it so I 2 CONSTRUCTION. CONTRACTOR COORDINATE TAPPING INSTALLATION WITH SUB. 3 FIELD VERIFY LOCATION AND IE OF EXISTING 10" SANITARY SEWER SYSTEM PRIOR TO CONSTRUCTION. �N - I HEAVY DUN SANITARY FLOOR DRAIN TO BE VENTED 4 AND TRAPPED. SEE PLUMBING AND ARCHITECTURAL PLANS FOR VENT AND PRIME CONNECTION. PROVIDE POWER TO ENCLOSURE. FIELD VERIFY LOCATION, IE, AND SIZE OF - 059 N 0S..09 `('i I 5 UNDERGROUND UTILITY AND REPORT BACK TO KPFF =i I PRIOR TO CONSTRUCTION. CONNECT TO YARD HYDRANT. SEE ARCHITECTURAL 6 PLANS FOR CONTINUATION. CONNECT TO EXISTING MANHOLE SO EX. MH -1 7 ADDITIONAL CLEARANCE REQUIRED. SEE DETAIL 5/C5.02 RIM=467.08 FOR PIPE CROSSING DETAIL. ! lIm IE 18" IN=458.84 (W) SD -18" HDPE I IF UNABLE TO ACHIEVE PROPER COMPACTION OF FILL - IE IN=456.95 (N) EX. 60" I 8 BETWEEN PIPES, USE CDF AS FILL. IE IN=458.84 (E) EX 24" IE OUT=456.66 (S) EX. 72" 9 DOG FOUNTAIN. SEE PLUMBING PLANS. o _ FIELD VERIFY POINT I NOTIFY EWES 48 HOURS PRIOR TO INSTALLATION. OF CONNECTION I 10 PROVIDE A MINIMUM OF 12" CLEARANCE FROM EXISTING I: 1 30" TRANSMISSION PIPE. POUR CDF VON EITHER SIDE 17 LF - 6FLF- FP FP 90BEND-6 3 LF - 6"FP I FP 6" DDCV DDCI RP W 4" RP 59 LF - 6"SD 5=1.00% I I I I I I I I I I r FP 45°BEND-3 - - - �4LF-6'FP > > > > > > \mom FP 45°BEND-0 u v M8 N LL J m SD 'F% 62.35 E 662.35 28 LF - 6"SD S=2.00% I J M I M b M I M I I LL � INE SEE SHEET C3.03 AT THE SANITARY SEWER CROSSING. DD DOWNSPOUT TO DAYLIGHT AT VALLEY GUTTER. m SUB FIRE PROTECTION ABOVE GROUND ENCLOSURE. INSTALL 6" DOUBLE DETECTOR CHECK VALVE (DDCV). \ INSTALL SUMP PUMP AND DISCHARGE PIPE. VAULT TO - y I HAVE SLIPNOT FINISH. SET TO FINISHED GRADE. > > DDC PROVIDE POWER TO SUMP PUMP AND ALARM CONTROL 5IC5.02 4 > LU I LINE TO BUILDING ALARM SYSTEM. SEE ELECTRICAL PLANS. CONTRACTOR TO VERIFY LAYOUT WITHIN VAULT. CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. t- 8„w> 8..6/, > > > > > > > I DOWNSPOUT CONNECTION. SEE DETAIL 4/C5.01 FOR DS DOWNSPOUT AND BOOT CONNECTION WITH PIPE > > > T > > > > > 4 SO LD -1-19 > > > CONNECTION TO ONSITE STORM SYSTEM. _> > > > 4 > > 4 > > > > > RIM=467.48 > > > > > > > CONNECT TO FOUNDATION DRAIN. DESIGN/BUILD BY 4 > > > > > 4 > 4 4 > > > > IE 6" OUT=481.76 (W) > > > > > > I �> CONTRACTOR AND PLUMBER, TO BE LOCATED ON TOP 7 LF - 6"SD I O FD 2/C5.03 > > > > > > > > > > > > > > > S=1.50% > > > > M OF FOOTING. VERIFY ELEVATION OF FOUNDATION DRAIN SD CO -38 U CONNECTION PRIOR TO CONSTRUCTION. > > > > > > > > > > > > > > > > > IE 6" N=462 23 (W) H CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS > > > > > > > > > > > > > > > > - IE 6"OUT=462.24 (N) w FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. 5=2.00% / I DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY. 2/C5.02 58 LF-6'SD N RP PROVIDE POWER TO HEATED ENCLOSURE. CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. > > > > > > > > > > > Z S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR > > > > > > > > o 12 CONTINUATION. SIZE AS NOTED. SD LD -1-20 U CONNECT TO STORM CARPORT ROOF DRAIN. SIZE AND IE > > > > SD CO -37 > > ti N RIM=467.40 Q SD AS NOTED. SEE DETAIL 3/C5.01 FOR DOWNSPOUT J rn IE 6" OUT=462.53 (N CONNECTION TO ON-SITE STORM SYSTEM. > > > > IE 6.UT=4.07 (S) TYP. DS O IE 6' OUT -0 3 LF - 6"SD CONNECT TO COLD WATER SYSTEM. SEE PLUMBING > > > 61.07 (W) > S=1.00. ' W PLANS FOR CONTINUATION. SIZE AS NOTED. > > > > > > > > > 3" WATER METER. CONTRACTOR TO COORDINATE SD LD -2-24 > > o €No > WM INSTALLATION WITH SPRINGFIELD UTILITY BOARD. RIM=466.71 > IE 6" OUT=460.92 (S) E-1> I II UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. > > to J 4LF-6'SD> > " SU Co -36 ° > I UTILITY LABEL LEGEND S=2.00% > IE6"IN=460.24(E) STRUCTURE LABEL I > > 6" IN=460.24 (W) > SD C030 E,IE IE 6" OUT=460.24 (N) ❑ I UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, IE 18" IN=459.42 (W) > > I W=WATER, FP -FIRE PROTECTION) IE 18" OUT=459.42 (E) > > > STRUCTURE TYPE TPROPOSED � NUMBER (WHERE APPLICABLE)XX XXXX-, S=1.25% SDCO-39 EX]- LOCATION (WHERE APPLICABLE) 39 LF - 6"SD CLUBHOUSE IE 6" OUT=462.97 (E) _X�: XX FF=467.60 RIM= IE IN=XX.X�� STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X > > > PIPE LABEL > > ❑ ° UTILITY LENGTH > > > �UTILITY SIZE > ❑ I XXLF-XX"XX UTILITY TYPE > > io 00 ❑ S=X.XXoh SLOPE (WHERE APPLICABLE) > N > I STRUCTURE TYPE > > v > > CALLOUT DESCRIPTION DETAIL REF. > > > > > SD CO -33 W STUB -2 W SD CO -35 > AD AREA DRAIN 7/C5.02 > > > > IE 6" IN=461.06 (S) 1" > > IE 6" OUT=462.33 (W) I BWV BACKWATER VALVE 3/C5.03 > > > > > IE 6" OUT=461.06 (E) S STUB -6 > > > > CB CATCH BASIN 2/C5.01 S IE 4'=460.23 y > > > > > > 8 LF - 6"SD > > I CO CLEANOUT TO GRADE 4/C5.01 > > > > > > > > > > > > > > S=2.00% > > I DDCV DOUBLE DETECTOR CHECK VALVE 5/C5.02 FDC FIRE DEPARTMENT CONNECTION 1/C5.02 > > > > > > > > > > > > > > > > > > FH FIRE HYDRANT 8/C5.02 > > > > > > > > > 5=2.00% > > > > > > I FLD HEAVY DUTY SANITARY FLOOR DRAIN 11/C5.01 SD OV -1 4 > > > > > > GPI GROUND POSITION INDICATOR, BELOW GRADE RIM=465.52 55 LF - 6'SD > > > 4 > 4> > > 7 > 3 > > > > > IE 8" OUT=460.93 (N) 56 LF'- 4"S GV GATE VALVE 9/C5.01 > > > > >o > > > > > LL > - SD CO -34 LD -1 LANDSCAPE DRAIN - TYPE 1 6/G5.01 7 LF - 8"SD 15=2.00 /o u_ 1IE 6" OUT=4.17 (E) 5=2.50% > > > > > > > > > > > > � > > I LD -2 LANDSCAPE DRAIN - TYPE 2 3/C5.02 IE 6" OUT=462.17 (N) > > > > > > > > > > > 3"> > MH MANHOLE 7IC5.01 .>. . . . . . . .4 . 4. . . . . . . .>. . . . OV OVERFLOW INLET 5/C5.01 RP REDUCED PRESSURE BACKFLOW ASSEMBLY 2IC5.02 TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/G5.03 SCALE 1 INCH = 10 FEET 10 0 10 20 Revision Schedule No. I Description I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Misc. 1q)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 WWW.kOffxco AM DUSTRUD architecture 0 C �` C 13 :da�ao N W M m o rv�t`o 0 Co [^yE ES m V 'c E @E '6 a�mmonco pw o�co Ed U= E 3 d ra a y E d v c Fyv°Cm IR s'& DRAWN BY: FU/RR CHECKED BY. MR/TH/MK C3 0 0 V/ C Q N ENN i •ED D Q Ci O U i< SHEET TITLE UTILITY PLAN SHEET NO. C3.02 MATCHLINE SEE SHEET C3.02 r_ r_ r_ . . . . . . . . . . . r_ . . r_ r_ r_ r_ r_ r_ . . . . . . r_ . . . . . . . . . . r_ . . . . r_ r_ 71 r_ r_ r_ r_ M. > LL I I �� > SD 00-31 > `O 4 4 _ _ IE 12" IN=460.69 (S) _ _ _ _ _ _ _ 3 _ _ _ _ _ _ _ _ _ _ _ _ LL > GIL > 0 465.02 FG > IE 12" OUT=460.69 (N) N F m e FP TEE -1 SD MH -1 I u o > e {n e 3n W GV -3 iI g io RIM -066.25 m to W TEE -1 e w W TEE -7 IE 15" IN=460.06 (N) r LL LL I W TEE -6 N W GV -5 II U IE 12" IN=460.06 (S) � W GV -10 rn � W GV -7 I W GV -1 W GV -4 IE 18" OUT=459.96 (E) > W TEE -2 FP GPI -3 I I > M M M M M M M 101 LF -4"6/ M M 27L 4NJ M _75LF-4'W_M r7771Ir-04 - d dd 80 Lai 4"W dd dd dd dd dd - - - - - - _ 87 LF - 6'FP 102 LF - 6'FP99 LF - 6"FP FP TEE -2 58 LF -15"SD 68 LF -15"SD 5=1.00% S=1.00% 111111111 1111111111309:1�� 5=0.50 % S=0.50% I I 63 LF -12"SD 3 a 62 LF -12'SD _ - - - - _ - - _ - - - - 8 - _ - _ - 3:111 a 8 I S CO -3 II I 53 LF -6"S IE 8" IN=458.27 (NW) 40 LF -8'S S=1.00% S=2.50% IE 6' IN=458.35 (N) S CO -10 S=1.00% IE 8" OUT�58.27 (S) S=1.00% 49 LF - 8"S 98 LF - 8"S SD CO -29 IE 6' IN=458.88 (E) I I S CO -11 SD IE 15"=460.69 IE 6' OUT=458.88 (S) SD CO -27 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N _LL _ _ _ IE 8" IN=458.36 (S) 3 IE 15'=460.69 IE 15" IN=460.40 (N) F 3 'v IE 4" IN=459.11 (E) t F IE 6"=461.06 IE 6" IN=460.76E e T S CO-4Iai �y o IE 15" OUT=460.40 (S) 3�' 4 4 4 4 RIM=466.55 n c IE 8"OUT=458.36 (N) o - ---- - - - --------- - -----J � >I> IE8"IN=457.87(N) Lo SD STUB -9 SD rn IE 8" IN=457.87 (S) SD BWV-5 y IE 6"=463.25 n `oo IE 8" OUT=457.87 (W) IE 4" IN=462.10 (W) T - - - - - - - - - - -1 > 4 S=1.24% > rn J SO CO -20 IE 4' OUT=462.10 (E) IE 6" IN=462.58 (N) 5 LF - 4"SD 3 9y i 4 IE 6" OUT=462.58 (S) S=1.00% N I SD SD C053 IE 6" OUT=463.21 (S) IE6"�61.76 ,4 N I 64 LF-6'SD 64 LF-6'SD IE 6"61.76 'S 6 6/ STUB -9 I S=1.00% S=1.00% > > > z> > > 4 4 > >I I - I � gS T ss��g[ ss„ �� 9s..oa > > > > > > > d > SO 45 BENDA - >I> > >I O M M I 4 > > > > 4 SD LD -2-8 > > U 72 LF -8"S S FLD-2 4 > > I > 3 S MHA RIM�66.99 w w RIM=466.75 > > IE 8"=457.29 IE 6" OUT=462.65 (E) I 2 5=1.00% IE 4"=459.24 > I > 4 1 > IE 6"=457.37 N 21 DS P. 6 LF - 6"SD w > > > > SD LD -2-9 FP FP STUB -3 S=2.50% N w - RIM=467.01 SD LD -2-7 I w N 3 SCO -2 > >� > I 8 S STUB -7 w I IE 8" IN=458.93 (N) IE 6"=457.40 IE 6" OUT=462.92 (E) W STUB -1 RIM=466.72 Z Z y e IE 8" OUT=458.93 (SE) > > 4 > > > > 14 > 3 LF - 6"S 5=2.50% V W 2" IE 6" OUT=462.31 (E) 21 m S=1.00% 7 LF - 6"SD _ > I > > I> S=2.50% I I' > I > > > I SD STUB -18 IE 4"=462.15 FD 5LF-4"SD > > I > S=1.00% >> > >> I> PROPOSED 9 SD STUB -13 > > 1 „ > IE 4"=465.53 >> I>>> BUILDING D J L - - - _4 0%D_ - - - - - - - - - - - - - - - - - - - - - - - J > 5=1.011.00% 4 > > >I I > > FF=467.88 SD SD STUB -12 3 > > � > > > I > IE 6"=462.36 > > > > > > > > > > > 4 > I > I > > > > > > > > W STUB8 3/14"4' > > > > > 4 > > 4 > E�65.42 > �. > > > > > > > 4 I > > > > 11 LF-4"SD > > > > > > > > >/ � > > > > I 4 14 j > S=1.00% > > > > > > > > > >SD LD -2-11 SD LD -2-10 > > SO 45* BEND -2 > > > > > > > > > > > . > > > II 2 > 14 RIM LD -2-19 RIM=467.20 > > > > > 4 > > > > > > 4 > > > > > 4 > > IE6"OUT=463.58(6/) IE 6" OUT=464.07 (W) > > > > 4 4 > > > > > 4 > > > > 4 > > > 4 > > 4 14 3LF-6"SD 3L=2.00% 7 LF - 4"SD S=2,00070 5=2.00% r SDAD-1 > > > 4 4 > > > > > > > > > 4 > > 4 41 4 RIM=486.15 S=1.00% IE 4" OUT=465.61 (S) 4 MEW j > > > > > > > > > > > > > > > > > > > t >I> iv V 4 > > 4 4 4 4 4 4 4 4 4 4 > > > > > 4 3g (F' 6 S0 > > 4 4 > > I I > > > 4 4 4 4 >I T SD CO -28J> SHEET NOTES > > I1 > > CONSTRUCTION. CONTRACTOR TO COORDINATE > > > > > /> > > > > > > > x > IE6"IN=464.14(N)> > > > > > > NORTHINGS AND EASTINGS SHOWN ON STRUCTURE TABLE ON SHEET > > > SD CO -254./ > > > > > > > > > > > > 1 IE 6" OUT=464.14 (S) 4 SO LD -1-6 4 4 4 4 4 4 4 4 4 > IE 6" IN=463.49 (N) 4 4 4 4 4 4 4 4 4 > > >I 4 > UTILITY KEY NOTES > > IE 6" OUT=463.49 (S) > > 4 > > > 4 4 4 M. 4 REF. 1 > > > > RIM=465.26 > IF UNABLE TO ACHIEVE PROPER COMPACTION OF FILL > BETWEEN PIPES, USE CDF AS FILL. 9 > > NOTIFY EWES 48 HOURS PRIOR TO INSTALLATION. > 4 4 4 4 4 4 30" TRANSMISSION PIPE. POUR CDF VON EITHER SIDE 4 4 AT THE SANITARY SEWER CROSSING. DD > > > > IE 6" OUT=464.71 (S) > > > > INSTALL SUMP PUMP AND DISCHARGE PIPE. VAULT TO DDC [MI) XMI IMI M]>I I > M6 >IMI ?_ CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. DOWNSPOUT CONNECTION. SEE DETAIL 4/C5.01 FOR DS DOWNSPOUT AND BOOT CONNECTION WITH PIPE CONNECTION TO ONSITE STORM SYSTEM. I> > CONTRACTOR AND PLUMBER, TO BE LOCATED ON TOP 2/C5.03 4 4 4 4 4 4 CONNECTION PRIOR TO CONSTRUCTION. 4 4 CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS > > > > > > > > > > PROVIDE POWER TO HEATED ENCLOSURE. 4 4 > > > > 4 4 4 4 4 4 SD 4 4 4 > > > > > > > > W 4 > PLANS FOR CONTINUATION. SIZE AS NOTED. I4 4 4 WM INSTALLATION WITH SPRINGFIELD UTILITY BOARD. 4 4 4 4 4 4 UTILITY LABEL LEGEND 4 4 4 4 4 4 4 4 4 4 4 4 4 IMI �� [ML4 >IMI Jim] Y1+1 M > _a_ _>_ -� > _ 4. _ _ 3 > _ _L _L-4 3 a n 7� n F > > > 4 4 4 4 >I T SD CO -28J> SHEET NOTES > > I1 > > CONSTRUCTION. CONTRACTOR TO COORDINATE > > > > > /> > > > > > > > x > IE6"IN=464.14(N)> > > > > > > NORTHINGS AND EASTINGS SHOWN ON STRUCTURE TABLE ON SHEET > > > SD CO -254./ > > > > > > > > > > > > 1 IE 6" OUT=464.14 (S) 4 4 4 4 4 4 4 4 4 4 > IE 6" IN=463.49 (N) 4 4 4 4 4 4 4 4 4 > > >I DIGITAUY SIGNED 200'0'17 roo O UTILITY KEY NOTES ORECONoso UNDERGROUND UTILITY AND REPORT BACK TO KPFF IE 6" OUT=463.49 (S) > > > > > > > > > > > > > DESCRIPTION DETAIL M. REF. 1 CONNECT TO EXISTING STORMWATER MANHOLE. FIELD EXPIRATION DATE: 6/30/2025 7 VERIFY LOCATION PRIOR TO CONSTRUCTION. IF UNABLE TO ACHIEVE PROPER COMPACTION OF FILL 8 BETWEEN PIPES, USE CDF AS FILL. 9 DOG FOUNTAIN. SEE PLUMBING PLANS. NOTIFY EWES 48 HOURS PRIOR TO INSTALLATION. PROVIDE A MINIMUM OF 12" CLEARANCE FROM EXISTING 10 30" TRANSMISSION PIPE. POUR CDF VON EITHER SIDE AT THE SANITARY SEWER CROSSING. DD DOWNSPOUT TO DAYLIGHT AT VALLEY GUTTER. SUB FIRE PROTECTION ABOVE GROUND ENCLOSURE. IMI INSTALL SUMP PUMP AND DISCHARGE PIPE. VAULT TO DDC [MI) XMI IMI M]>I I > M6 >IMI ?_ CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. DOWNSPOUT CONNECTION. SEE DETAIL 4/C5.01 FOR STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP -FIRE PROTECTION) STRUCTURE TYPE CALLOUT -,� ID NUMBER (WHERE APPLICABLE) N-XXXX.XX ]^ LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN =XX.XSTRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=X.XXoh SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREADRAIN 7/C5.02 BWV BACKWATER VALVE 3/C5.03 CB CATCH BASIN 2/C5.01 CO CLEANOUT TO GRADE 4/C5.01 DDCV DOUBLE DETECTOR CHECK VALVE 5/C5.02 FDC FIRE DEPARTMENT CONNECTION 1/C5.02 FH FIRE HYDRANT 8/C5.02 FLD HEAVY DUTY SANITARY FLOOR DRAIN 11/C5.01 GPI GROUND POSITION INDICATOR, BELOW GRADE GV GATE VALVE 9/G5.01 LD -1 LANDSCAPE DRAIN - TYPE 1 6/G5.01 LD -2 LANDSCAPE DRAIN - TYPE 2 3/C5.02 MH MANHOLE 7/C5.01 OV OVERFLOW INLET 5/G5.01 RP REDUCED PRESSURE BACKFLOW ASSEMBLY 2/C5.02 TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/G5.03 SCALE 1 INCH = 10 FEET 10 0 10 20 Revision Schedule No. Description I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Misc. 1q)ff 800 Willamette street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koffxc ,D AN DUSTRUD architecture C C Ocg0 da�ao N w M a8c� Swat m m t$ `m o f m .5:=_ d 0 c c n G E tS N5.d8E'm°�P E Ti a y E c a6 c V oI N wO O p ow m�codd�a.°im d v c Fyv°Cm s°8�=.8C. DRAWN BY: FU/RR CHECKED BY. MR/TH/MK 0 76 Lim 4mm N E c N iC4 7C3 0 !Y Q0 U U L UU SHEET TITLE UTILITY PLAN SHEET NO. C3.03 SHEET NOTES 2 CONSTRUCTION. CONTRACTOR TO COORDINATE Paradigm 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL x 1/C5.01. 2. NORTHINGS AND EASTINGS SHOWN ON STRUCTURE TABLE ON SHEET HEAVY DUTY SANITARY FLOOR DRAIN TO BE VENTED C3.06 ARE SHOWN AT CENTER OF STRUCTURE U.N.O.. PN EF�SJj�y9 AND TRAPPED. SEE PLUMBING AND ARCHITECTURAL 4 3. INSTALL THRUST BLOCK ON FIRE AND WATER LINES PER DETAIL Q °' 56481 9 l POWER TO ENCLOSURE. 9/C5.01. DIGITAUY SIGNED 200'0'17 roo O UTILITY KEY NOTES ORECONoso UNDERGROUND UTILITY AND REPORT BACK TO KPFF �19�P PRIOR TO CONSTRUCTION. NOTE DESCRIPTION DETAIL M. REF. 1 CONNECT TO EXISTING STORMWATER MANHOLE. FIELD EXPIRATION DATE: 6/30/2025 7 VERIFY LOCATION PRIOR TO CONSTRUCTION. STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP -FIRE PROTECTION) STRUCTURE TYPE CALLOUT -,� ID NUMBER (WHERE APPLICABLE) N-XXXX.XX ]^ LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN =XX.XSTRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=X.XXoh SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREADRAIN 7/C5.02 BWV BACKWATER VALVE 3/C5.03 CB CATCH BASIN 2/C5.01 CO CLEANOUT TO GRADE 4/C5.01 DDCV DOUBLE DETECTOR CHECK VALVE 5/C5.02 FDC FIRE DEPARTMENT CONNECTION 1/C5.02 FH FIRE HYDRANT 8/C5.02 FLD HEAVY DUTY SANITARY FLOOR DRAIN 11/C5.01 GPI GROUND POSITION INDICATOR, BELOW GRADE GV GATE VALVE 9/G5.01 LD -1 LANDSCAPE DRAIN - TYPE 1 6/G5.01 LD -2 LANDSCAPE DRAIN - TYPE 2 3/C5.02 MH MANHOLE 7/C5.01 OV OVERFLOW INLET 5/G5.01 RP REDUCED PRESSURE BACKFLOW ASSEMBLY 2/C5.02 TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/G5.03 SCALE 1 INCH = 10 FEET 10 0 10 20 Revision Schedule No. Description I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Misc. 1q)ff 800 Willamette street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koffxc ,D AN DUSTRUD architecture C C Ocg0 da�ao N w M a8c� Swat m m t$ `m o f m .5:=_ d 0 c c n G E tS N5.d8E'm°�P E Ti a y E c a6 c V oI N wO O p ow m�codd�a.°im d v c Fyv°Cm s°8�=.8C. DRAWN BY: FU/RR CHECKED BY. MR/TH/MK 0 76 Lim 4mm N E c N iC4 7C3 0 !Y Q0 U U L UU SHEET TITLE UTILITY PLAN SHEET NO. C3.03 FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO 2 CONSTRUCTION. CONTRACTOR TO COORDINATE TAPPING INSTALLATION WITH SUB. FIELD VERIFY LOCATION AND IE OF EXISTING 10" 3 SANITARY SEWER SYSTEM PRIOR TO CONSTRUCTION. HEAVY DUTY SANITARY FLOOR DRAIN TO BE VENTED AND TRAPPED. SEE PLUMBING AND ARCHITECTURAL 4 PLANS FOR VENT AND PRIME CONNECTION. PROVIDE POWER TO ENCLOSURE. FIELD VERIFY LOCATION, IE, AND SIZE OF 5 UNDERGROUND UTILITY AND REPORT BACK TO KPFF PRIOR TO CONSTRUCTION. 6 CONNECT TO YARD HYDRANT. SEE ARCHITECTURAL PLANS FOR CONTINUATION. ADDITIONAL CLEARANCE REQUIRED. SEE DETAIL 5/C5.02 7 FOR PIPE CROSSING DETAIL. IF UNABLE TO ACHIEVE PROPER COMPACTION OF FILL 8 BETWEEN PIPES, USE CDF AS FILL. 9 DOG FOUNTAIN. SEE PLUMBING PLANS. NOTIFY EWES 48 HOURS PRIOR TO INSTALLATION. PROVIDE A MINIMUM OF 12" CLEARANCE FROM EXISTING 10 30" TRANSMISSION PIPE. POUR CDF VON EITHER SIDE AT THE SANITARY SEWER CROSSING. DD DOWNSPOUT TO DAYLIGHT AT VALLEY GUTTER. SUB FIRE PROTECTION ABOVE GROUND ENCLOSURE. INSTALL 6" DOUBLE DETECTOR CHECK VALVE (DDCV). INSTALL SUMP PUMP AND DISCHARGE PIPE. VAULT TO DDC HAVE SLIPNOT FINISH. SET TO FINISHED GRADE. 5IC5.02 PROVIDE POWER TO SUMP PUMP AND ALARM CONTROL LINE TO BUILDING ALARM SYSTEM. SEE ELECTRICAL PLANS. CONTRACTOR TO VERIFY LAYOUT WITHIN VAULT. CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. DOWNSPOUT CONNECTION. SEE DETAIL 4/C5.01 FOR DS DOWNSPOUT AND BOOT CONNECTION WITH PIPE CONNECTION TO ONSITE STORM SYSTEM. CONNECT TO FOUNDATION DRAIN. DESIGN/BUILD BY FD CONTRACTOR AND PLUMBER, TO BE LOCATED ON TOP 2/C5.03 OF FOOTING. VERIFY ELEVATION OF FOUNDATION DRAIN CONNECTION PRIOR TO CONSTRUCTION. CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY. 2/C5.02 RP PROVIDE POWER TO HEATED ENCLOSURE. CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. CONNECT TO STORM CARPORT ROOF DRAIN. SIZE AND IE SD AS NOTED. SEE DETAIL 3/C5.01 FOR DOWNSPOUT CONNECTION TO ON-SITE STORM SYSTEM. CONNECT TO COLD WATER SYSTEM. SEE PLUMBING W PLANS FOR CONTINUATION. SIZE AS NOTED. 3" WATER METER. CONTRACTOR TO COORDINATE WM INSTALLATION WITH SPRINGFIELD UTILITY BOARD. it UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP -FIRE PROTECTION) STRUCTURE TYPE CALLOUT -,� ID NUMBER (WHERE APPLICABLE) N-XXXX.XX ]^ LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN =XX.XSTRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=X.XXoh SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREADRAIN 7/C5.02 BWV BACKWATER VALVE 3/C5.03 CB CATCH BASIN 2/C5.01 CO CLEANOUT TO GRADE 4/C5.01 DDCV DOUBLE DETECTOR CHECK VALVE 5/C5.02 FDC FIRE DEPARTMENT CONNECTION 1/C5.02 FH FIRE HYDRANT 8/C5.02 FLD HEAVY DUTY SANITARY FLOOR DRAIN 11/C5.01 GPI GROUND POSITION INDICATOR, BELOW GRADE GV GATE VALVE 9/G5.01 LD -1 LANDSCAPE DRAIN - TYPE 1 6/G5.01 LD -2 LANDSCAPE DRAIN - TYPE 2 3/C5.02 MH MANHOLE 7/C5.01 OV OVERFLOW INLET 5/G5.01 RP REDUCED PRESSURE BACKFLOW ASSEMBLY 2/C5.02 TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/G5.03 SCALE 1 INCH = 10 FEET 10 0 10 20 Revision Schedule No. Description I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Misc. 1q)ff 800 Willamette street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koffxc ,D AN DUSTRUD architecture C C Ocg0 da�ao N w M a8c� Swat m m t$ `m o f m .5:=_ d 0 c c n G E tS N5.d8E'm°�P E Ti a y E c a6 c V oI N wO O p ow m�codd�a.°im d v c Fyv°Cm s°8�=.8C. DRAWN BY: FU/RR CHECKED BY. MR/TH/MK 0 76 Lim 4mm N E c N iC4 7C3 0 !Y Q0 U U L UU SHEET TITLE UTILITY PLAN SHEET NO. C3.03 f- 7 • • I SD SD STUB -10 IE 6' 6B-10 1 SD OV -2 ^ RIM=465.83 - IE 8" OUT=462.00 (W) ) 0 I�16 S=275% 35 LF - 10"SD W46tC.8� W 22.5°BEND-1 t_ t_ t_ > > 4 B SD CO -6 r SD CO -54 IE 10" IN�61.66 (S) "j p IE 6" IN=461.82 (E) IE 8' IN=462.60 (W) IE 10" OUT=461.66 (N) IE 8" IN=462.52 (S) $ u d \ IE 10" OUT=462.44 (N) `n FP GPI -5 W GV -9 1\ t W TEE -5 \ > > > _Iv VF . 4"W W GV -8 1 5.2.00°l0 ^D MATCHLINE SEE SHEET C3.05 i j i i j i �SD CO -11 > IE 6"IN=462.818(E) PROPOSED RIML 67.32 _ IE 8"OUT=462.72 (N) IE 6" OUT=463.75 (S) FD BUILDING E 5LF-.00% �, p SDS 462.92 5=1.00°h IE 4'=462.92 2LF-4"SD LF=46�..�2 SD LD -2-17 1> S T > T > > S=1.00% RIM=466.71 ` N `� > SD BWV-7 IE 6" OUT�63.43 (W) i � FP TEE -4 101E • 8 > IE 4" IN=462.90 (S) 3 L - 6 S > > > S, Fd 21 `F _ 6"FP /� IE 4" OUT=462.90 (N) S=1.00% .1 a" a S=11.00% SD �V > > > > FP 22.5° BEND -1 3 > > > > > > > > > SD CO -23 > 'IE6"IN=462.40(W) /i IE 6" IN=462.40 (S) IE 6" OUT=462.40 (E) > > > > N $ N > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > SD CO -24 > IE 6" IN=462.86 (N) > > > > IE 6" OUT=462.86 (E) > > > > > > > > > > 5 > > > > > > MI) > > _>_ >- > _> 4 > 52 LF -10"SD �' \ S=1.50% \ 30 LF - 6"S \ S=2.26xr% \ (I 36 LF -8"S p J g 4STUBS 1. 98 LF -8"S IN=461.94 (W) rn aE � IN=461.94 (N) SO CO -26 IE 8" OUT=461.86 (E) S CO -6 e IE 10" IN=461.40 (S) IE 6" IN=461.63 (W) rn IE 6' IN=461.63 (S) > S IE 8' IN=461.48 (W) n \ LLLL 4 > r�� X n IE 6' IN=461.56 (E) 1 > > LL ro y IE 12" OUT=461.30 (N) 1 > N > SD CO -18 > > FP 90° BEND -5 CONNECT TO EXISTING STORMWATER MANHOLE. FIELD IE 6' IN=462.12 (W) SD STUBS SD > > > o IE 462.14 6"= > 6LF-6"SD SD STUB5 > > > > > S=1.00% I > > > > > > > > > > > SD CO -23 > 'IE6"IN=462.40(W) /i IE 6" IN=462.40 (S) IE 6" OUT=462.40 (E) > > > > N $ N > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > SD CO -24 > IE 6" IN=462.86 (N) > > > > IE 6" OUT=462.86 (E) > > > > > > > > > > 5 > > > > > > MI) > > _>_ >- > _> 4 > 52 LF -10"SD �' \ S=1.50% \ 30 LF - 6"S \ S=2.26xr% \ (I 36 LF -8"S SD CO -22 J g 4STUBS 1. IE 6" IN=461.94 (W) > SD LD -2-14 IE 6" IN=461.94 (N) 4 S FLD-1 IE 4"=459.82 IE 8" OUT=461.86 (E) S CO -6 IE 6" IN=461.63 (W) > > > > > IE 6' IN=461.63 (S) > IE 8' OUT -061.55 (N) n \ LLLL 4 > > > \ 1 > > � > 1 > > > > > SD CO -18 > > FP 90° BEND -5 CONNECT TO EXISTING STORMWATER MANHOLE. FIELD IE 6' IN=462.12 (W) > > > IE 6' OUT -=462.12 (N) o > > 6LF-6"SD SD STUB5 > > > > > S=1.00% > BETWEEN PIPES, USE CDF AS FILL. > > DOG FOUNTAIN. SEE PLUMBING PLANS. > 4 > - > > > > > > > > AT THE SANITARY SEWER CROSSING. SD LD -2-12 > > > > > 4 > \> > > SD LD -1-15 > > > RIM=466.35 5IC5.02 SD LD -2-13 \ IE 6" OUT=462.47 (N) > > > 5LF-6"SD > > > S=1.50% > > > > > > > > > SD CO -23 > 'IE6"IN=462.40(W) /i IE 6" IN=462.40 (S) IE 6" OUT=462.40 (E) > > > > N $ N > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > SD CO -24 > IE 6" IN=462.86 (N) > > > > IE 6" OUT=462.86 (E) > > > > > > > > > > 5 > > > > > > MI) > > _>_ >- > _> 4 > 52 LF -10"SD �' \ S=1.50% \ 30 LF - 6"S \ S=2.26xr% \ (I 36 LF -8"S FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO \ S=2.00% 7�-\ 1. CO -7 0 \ E8"IN=460.82(S) SD LD -2-14 IE 8" OUT=460.82 (N) \ 4 S FLD-1 IE 4"=459.82 \ ` c+ S CO -6 IE 6" IN=461.63 (W) > > > > > IE 6' IN=461.63 (S) > IE 8' OUT -061.55 (N) n \ LLLL 4 > DIGITALLY SIGNED 2023.08.17 15:31:16.OT00' 1 \ 1 iB > � > 1 W 90°BEND-3 L FP 90° BEND -3 3 S SSTUB-2 IE 6"=462.30 SD CO -12 IE 6" IN=463.06 (W) SD LD -2-23 > IE 8" IN=462.98 (S) RIM=466.80 �S-'0 > 4 > > > > IE 8"OUT=482.98 (E) d IE 6" OUT=463.13 (W)>� > > > > > > > > d SD > > > > 3LF-8'SD 95 CF'B SD > > > > > > -IE6"IN=463.54(E) r > > 5=1.00% IE 8" OUT=463.46 (N) > > > > < > > > > > > > > > > > > \ FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO 1 1. W 90°BEND-5 IE 6"=462.82 SD LD -2-14 2. NORTHINGS AND EASTINGS SHOWN ON STRUCTURE TABLE ON SHEET 3 C3.06 ARE SHOWN AT CENTER OF STRUCTURE U.N.O.. > > > > > > > > > > > > > > > 4 4 > DIGITALLY SIGNED 2023.08.17 15:31:16.OT00' > UTILITY KEY NOTES > > � > 3,) \ > > > > > > > > > > FP 90° BEND -5 CONNECT TO EXISTING STORMWATER MANHOLE. FIELD > > VERIFY LOCATION PRIOR TO CONSTRUCTION. > \ \ > > FOR PIPE CROSSING DETAIL. SD STUB5 > > > > > > > > > > BETWEEN PIPES, USE CDF AS FILL. > > DOG FOUNTAIN. SEE PLUMBING PLANS. > 4 > - > \ IE 6"=463.73 SD > > > > >m - > > > > AT THE SANITARY SEWER CROSSING. SD LD -2-12 > > > > > 4 > > INSTALL 6" DOUBLE DETECTOR CHECK VALVE (DDCV). > > INSTALL SUMP PUMP AND DISCHARGE PIPE. VAULT TO 6 LF - 6"SD 1? $ > 5IC5.02 SD LD -2-13 \ > LINE TO BUILDING ALARM SYSTEM. SEE ELECTRICAL RIM=467.80 .00% 5=1.00% CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. \ S=2.00%> > > > > �, `n > 24 LF - 6"SD DS RIM=467.66 > > > > CONNECTION TO ONSITE STORM SYSTEM. > > > CONTRACTOR AND PLUMBER, TO BE LOCATED ON TOP > \ > > > > > N N S=1.00% CONNECTION PRIOR TO CONSTRUCTION. > IE6"OUT= 424(S) > CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS > NOTED. SEE PLUMBING PLANS FOR CONTINUATION. > > 2/C5.02 \ 191E •�S > CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. 4LF-6"SD 15CF S CONTINUATION. SIZE AS NOTED. CONNECT TO STORM CARPORT ROOF DRAIN. SIZE AND IE > SD > \ > > II > \ 0• > > > > %> > > > > 3" WATER METER. CONTRACTOR TO COORDINATE > WM INSTALLATION WITH SPRINGFIELD UTILITY BOARD. > > P O��> UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. �d > > > > LL J 68 LF -2FP> > > FP GPI -074 Vf > 47 Fp . FP 10 S'> SD LD -1-17 > > > > FP 4P STUB -2 1N RIM=467.69 > > > >\g > > > 7 II 4tir a�, > IE 6' OUT=463.59 (E) > > W W STUB -3 > > > > 2' 4 S S STUB -1 > SHEET NOTES FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO 1 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL IE 6"=462.82 SD LD -2-14 2. NORTHINGS AND EASTINGS SHOWN ON STRUCTURE TABLE ON SHEET 3 C3.06 ARE SHOWN AT CENTER OF STRUCTURE U.N.O.. > > 0"056481 %P�p3. > > ) 1 4 > DIGITALLY SIGNED 2023.08.17 15:31:16.OT00' X UTILITY KEY NOTES RIM=467.67 � NOTE DETAIL DESCRIPTION w > > CONNECT TO EXISTING STORMWATER MANHOLE. FIELD > VERIFY LOCATION PRIOR TO CONSTRUCTION. \ \ ADDITIONAL CLEARANCE REQUIRED. SEE DETAIL 5/C5.02 7 FOR PIPE CROSSING DETAIL. IE 6" OUT=464.82 (S) 8 BETWEEN PIPES, USE CDF AS FILL. 9 DOG FOUNTAIN. SEE PLUMBING PLANS. NOTIFY EWES 48 HOURS PRIOR TO INSTALLATION. - \ 30" TRANSMISSION PIPE. POUR CDF VON EITHER SIDE AT THE SANITARY SEWER CROSSING. SD LD -2-12 DD 2LF- SUB FIRE PROTECTION ABOVE GROUND ENCLOSURE. > INSTALL 6" DOUBLE DETECTOR CHECK VALVE (DDCV). > INSTALL SUMP PUMP AND DISCHARGE PIPE. VAULT TO > DDC > 5IC5.02 \ > LINE TO BUILDING ALARM SYSTEM. SEE ELECTRICAL RIM=467.80 .00% 5=1.00% CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. DOWNSPOUT CONNECTION. SEE DETAIL 4/C5.01 FOR > DS > > CONNECTION TO ONSITE STORM SYSTEM. CONNECT TO FOUNDATION DRAIN. DESIGN/BUILD BY FD CONTRACTOR AND PLUMBER, TO BE LOCATED ON TOP IE 6" OUT=464.30 (N) OF FOOTING. VERIFY ELEVATION OF FOUNDATION DRAIN CONNECTION PRIOR TO CONSTRUCTION. CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS > NOTED. SEE PLUMBING PLANS FOR CONTINUATION. > > 2/C5.02 \ 191E •�S > CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. 4LF-6"SD CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR S CONTINUATION. SIZE AS NOTED. CONNECT TO STORM CARPORT ROOF DRAIN. SIZE AND IE > SD > > 1 \ \ > S=1.00% PLANS FOR CONTINUATION. SIZE AS NOTED. 3" WATER METER. CONTRACTOR TO COORDINATE WM INSTALLATION WITH SPRINGFIELD UTILITY BOARD. > UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. > > S CO -5 I > > > C > IE (5) \ > SID > > > OUT=462.63 IE 6"OUT=462.63 (E) \ > > E 6C N=46464.28 ( IE 6" OUT=464.28 (E) PROPOSED > > > > > 1 ` 1 > > > \\ > BUILDING F > > SO BWV-6 \ FD SD STUB -19 SD LD -2-15 > IE4"IN=464.33(S) \ IE4"=464.34FF=468.82 RIM=467.88 > > > IE 4" OUT=464.33 (N) 1 LF - 4"Sp IE 6" OUT=465.33 (S) 1 1 LF-4"SD ( S=1.00% 3LF-6"SD > > > \ S=1.00% \ S=1.00% > > > > DID 3 \ \ > > > >SO > > \ > > LD -2-26 > > > > RIM=467.81 IE 6" OUT=464.55 (N) > > > 4LF-6"SD > > > S=1.00% > > > \ SD CO -17 \ DS TYP. > > IE 6" OUT=465.61 (E) ' > ` \ > > > > > > Y Y > > > \ 1 > > > > > > > > > > > > , ` 5 \ 1 SD CO -9 > > > > > > > > > > > > > > > > IE 6" IN=464.91 (S) > > > > > > > > > > > > > > > IE 6" IN�64.91 (N) > > `SD > > > > > > > > > > \ SD STUB -0 \ > > IE 6" OUT=464.91 (E) LD -1-18 > > > > > > > > > > > _ SD CO -19 IE 6"=465.02 SD 1 - >� 5=1.00% RIM=466.70 IE 6" OUT=465.07 N > () > > > > > > > > > > IE 6" IN=463.66 (S) IE 6" OUT=463.66 SD CO -10 \ 6LF-6"SD S=2.00% \ i6 LF . ^ 8 SD> > > > > > > > > > > (E) IE 6" OUT=464.28 (N) > , > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > /° Sc1.50 VSD 3 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > I I>I Ud� I>I til MI -> IMI ' ' -NMI' ' )IMI UAI I> M MI IM If -- _ > > _ > > > > > > > > > > > > > > > > > > > > > r j --�_ __ _- O SHEET NOTES STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP -FIRE PROTECTION) STRUCTURE TYPE CALLOUT -,ID NUMBER (WHERE APPLICABLE) N-X)OOCXX ]^ LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN =XX.XSTRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=X.XX°h SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREADRAIN 7/C5.02 BWV BACKWATER VALVE 3/C5.03 CB CATCH BASIN 2/C5.01 CO CLEANOUT TO GRADE 4/C5.01 DDCV DOUBLE DETECTOR CHECK VALVE 5/C5.02 FDC FIRE DEPARTMENT CONNECTION 1/C5.02 FH FIRE HYDRANT 8/C5.02 FLD HEAVY DUTY SANITARY FLOOR DRAIN 11/C5.01 GPI GROUND POSITION INDICATOR, BELOW GRADE GV GATE VALVE 9/G5.01 LD -1 LANDSCAPE DRAIN - TYPE 1 6/G5.01 LD -2 LANDSCAPE DRAIN - TYPE 2 3/C5.02 MH MANHOLE 7/C5.01 OV OVERFLOW INLET 5/G5.01 RP REDUCED PRESSURE BACKFLOW ASSEMBLY 2/C5.02 TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/G5.03 SCALE 1 INCH = 10 FEET 10 0 10 20 Revision Schedule No. Description I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Mise 1q)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koffxco AN DUSTRUD architecture V C O O 0.d [1 2 0 3 c a� v H O H 2 G E � c 0 5,, 0 ° m 0 P E n E Ti c n o c iq,B, 85'a o 0 W5-0-01cw U= E 0 0.€QQaa 0 E0 c Fyv0Cme8�=8'£&' DRAWN BY: FU/RR CHECKED BY: MR/TH/MK 0 Lim � _q) C Q N E c ECV i � 0 Q 0 U U L UU SHEET TITLE UTILITY PLAN SHEET NO. C3.04 FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO Paradigm 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL x 1/C5.01. 2. NORTHINGS AND EASTINGS SHOWN ON STRUCTURE TABLE ON SHEET 3 C3.06 ARE SHOWN AT CENTER OF STRUCTURE U.N.O.. HEAVY DUTY SANITARY FLOOR DRAIN TO BE VENTED 0"056481 %P�p3. INSTALL THRUST BLOCK ON FIRE AND WATER LINES PER DETAIL 4 9/C5.01. DIGITALLY SIGNED 2023.08.17 15:31:16.OT00' X UTILITY KEY NOTES FIELD VERIFY LOCATION, IE, AND SIZE OF � NOTE DETAIL DESCRIPTION w REF. 1 CONNECT TO EXISTING STORMWATER MANHOLE. FIELD IF M%knON DATE: 6/3012025 VERIFY LOCATION PRIOR TO CONSTRUCTION. STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP -FIRE PROTECTION) STRUCTURE TYPE CALLOUT -,ID NUMBER (WHERE APPLICABLE) N-X)OOCXX ]^ LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN =XX.XSTRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=X.XX°h SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREADRAIN 7/C5.02 BWV BACKWATER VALVE 3/C5.03 CB CATCH BASIN 2/C5.01 CO CLEANOUT TO GRADE 4/C5.01 DDCV DOUBLE DETECTOR CHECK VALVE 5/C5.02 FDC FIRE DEPARTMENT CONNECTION 1/C5.02 FH FIRE HYDRANT 8/C5.02 FLD HEAVY DUTY SANITARY FLOOR DRAIN 11/C5.01 GPI GROUND POSITION INDICATOR, BELOW GRADE GV GATE VALVE 9/G5.01 LD -1 LANDSCAPE DRAIN - TYPE 1 6/G5.01 LD -2 LANDSCAPE DRAIN - TYPE 2 3/C5.02 MH MANHOLE 7/C5.01 OV OVERFLOW INLET 5/G5.01 RP REDUCED PRESSURE BACKFLOW ASSEMBLY 2/C5.02 TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/G5.03 SCALE 1 INCH = 10 FEET 10 0 10 20 Revision Schedule No. Description I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Mise 1q)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koffxco AN DUSTRUD architecture V C O O 0.d [1 2 0 3 c a� v H O H 2 G E � c 0 5,, 0 ° m 0 P E n E Ti c n o c iq,B, 85'a o 0 W5-0-01cw U= E 0 0.€QQaa 0 E0 c Fyv0Cme8�=8'£&' DRAWN BY: FU/RR CHECKED BY: MR/TH/MK 0 Lim � _q) C Q N E c ECV i � 0 Q 0 U U L UU SHEET TITLE UTILITY PLAN SHEET NO. C3.04 FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO 2 CONSTRUCTION. CONTRACTOR TO COORDINATE TAPPING INSTALLATION WITH SUB. FIELD VERIFY LOCATION AND IE OF EXISTING 10" 3 SANITARY SEWER SYSTEM PRIOR TO CONSTRUCTION. HEAVY DUTY SANITARY FLOOR DRAIN TO BE VENTED AND TRAPPED. SEE PLUMBING AND ARCHITECTURAL 4 PLANS FOR VENT AND PRIME CONNECTION. PROVIDE POWER TO ENCLOSURE. FIELD VERIFY LOCATION, IE, AND SIZE OF 5 UNDERGROUND UTILITY AND REPORT BACK TO KPFF PRIOR TO CONSTRUCTION. 6 CONNECT TO YARD HYDRANT. SEE ARCHITECTURAL PLANS FOR CONTINUATION. ADDITIONAL CLEARANCE REQUIRED. SEE DETAIL 5/C5.02 7 FOR PIPE CROSSING DETAIL. IF UNABLE TO ACHIEVE PROPER COMPACTION OF FILL 8 BETWEEN PIPES, USE CDF AS FILL. 9 DOG FOUNTAIN. SEE PLUMBING PLANS. NOTIFY EWES 48 HOURS PRIOR TO INSTALLATION. PROVIDE A MINIMUM OF 12" CLEARANCE FROM EXISTING 10 30" TRANSMISSION PIPE. POUR CDF VON EITHER SIDE AT THE SANITARY SEWER CROSSING. DD DOWNSPOUT TO DAYLIGHT AT VALLEY GUTTER. SUB FIRE PROTECTION ABOVE GROUND ENCLOSURE. INSTALL 6" DOUBLE DETECTOR CHECK VALVE (DDCV). INSTALL SUMP PUMP AND DISCHARGE PIPE. VAULT TO DDC HAVE SLIPNOT FINISH. SET TO FINISHED GRADE. 5IC5.02 PROVIDE POWER TO SUMP PUMP AND ALARM CONTROL LINE TO BUILDING ALARM SYSTEM. SEE ELECTRICAL PLANS. CONTRACTOR TO VERIFY LAYOUT WITHIN VAULT. CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. DOWNSPOUT CONNECTION. SEE DETAIL 4/C5.01 FOR DS DOWNSPOUT AND BOOT CONNECTION WITH PIPE CONNECTION TO ONSITE STORM SYSTEM. CONNECT TO FOUNDATION DRAIN. DESIGN/BUILD BY FD CONTRACTOR AND PLUMBER, TO BE LOCATED ON TOP 2/C5.03 OF FOOTING. VERIFY ELEVATION OF FOUNDATION DRAIN CONNECTION PRIOR TO CONSTRUCTION. CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY. 2/C5.02 RP PROVIDE POWER TO HEATED ENCLOSURE. CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR S CONTINUATION. SIZE AS NOTED. CONNECT TO STORM CARPORT ROOF DRAIN. SIZE AND IE SD AS NOTED. SEE DETAIL 3/C5.01 FOR DOWNSPOUT CONNECTION TO ON-SITE STORM SYSTEM. CONNECT TO COLD WATER SYSTEM. SEE PLUMBING W PLANS FOR CONTINUATION. SIZE AS NOTED. 3" WATER METER. CONTRACTOR TO COORDINATE WM INSTALLATION WITH SPRINGFIELD UTILITY BOARD. it UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP -FIRE PROTECTION) STRUCTURE TYPE CALLOUT -,ID NUMBER (WHERE APPLICABLE) N-X)OOCXX ]^ LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN =XX.XSTRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=X.XX°h SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREADRAIN 7/C5.02 BWV BACKWATER VALVE 3/C5.03 CB CATCH BASIN 2/C5.01 CO CLEANOUT TO GRADE 4/C5.01 DDCV DOUBLE DETECTOR CHECK VALVE 5/C5.02 FDC FIRE DEPARTMENT CONNECTION 1/C5.02 FH FIRE HYDRANT 8/C5.02 FLD HEAVY DUTY SANITARY FLOOR DRAIN 11/C5.01 GPI GROUND POSITION INDICATOR, BELOW GRADE GV GATE VALVE 9/G5.01 LD -1 LANDSCAPE DRAIN - TYPE 1 6/G5.01 LD -2 LANDSCAPE DRAIN - TYPE 2 3/C5.02 MH MANHOLE 7/C5.01 OV OVERFLOW INLET 5/G5.01 RP REDUCED PRESSURE BACKFLOW ASSEMBLY 2/C5.02 TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/G5.03 SCALE 1 INCH = 10 FEET 10 0 10 20 Revision Schedule No. Description I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Mise 1q)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koffxco AN DUSTRUD architecture V C O O 0.d [1 2 0 3 c a� v H O H 2 G E � c 0 5,, 0 ° m 0 P E n E Ti c n o c iq,B, 85'a o 0 W5-0-01cw U= E 0 0.€QQaa 0 E0 c Fyv0Cme8�=8'£&' DRAWN BY: FU/RR CHECKED BY: MR/TH/MK 0 Lim � _q) C Q N E c ECV i � 0 Q 0 U U L UU SHEET TITLE UTILITY PLAN SHEET NO. C3.04 r I> � r -> >7 > -4-7-- -> > i -n> > 7- > O > >- > >O->- > > > > > a a > > > > > > > > > > So CO -B - IF A" IY=dRd A] IfJ1 IE 6" OUT=464.87 (W) d > T 9 > > d > > Paradigm > > > 9 > > > > > > > > > > > > 2. NORTHINGS AND EASTINGS SHOWN ON STRUCTURE TABLE ON SHEET 3 C3.06 ARE SHOWN AT CENTER OF STRUCTURE U.N.O.. "N HEAVY DUTY SANITARY FLOOR DRAIN TO BE VENTED EF�SJjoy 3. 1 e� °' 56481 9 l 4 9/C5.01. DIGITALLY SIGNED 2023.08.17 15:33:20-OT00' X UTILITY KEY NOTES OREGON > > > -SD LD -2-21 NOTE DESCRIPTION DETAIL > > > > > 79LF-6'SD RIM=466.87 IF MIZATION DATE: 6/30/2025 > j•� > ADDITIONAL CLEARANCE REQUIRED. SEE DETAIL 5/C5.02 7 IE 8' OUT=463.85 (W) 3 3 j �• 3 6 S=1.00%, SD LD-2-20 9 \ NOTIFY EWES 48 HOURS PRIOR TO INSTALLATION. PROVIDE A MINIMUM OF 12" CLEARANCE FROM EXISTING RIM=466.65 \ \ 6LF-6"SD/^�> > DD DOWNSPOUT TO DAYLIGHT AT VALLEY GUTTER. IE 6"OUT=464.97 (S) > S=1.00% > > ,-� > > > DDC HAVE SLIPNOT FINISH. SET TO FINISHED GRADE. > > PROVIDE POWER TO SUMP PUMP AND ALARM CONTROL > > > > 3 > 10 _ 3 > CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. > > S=100D > > CONNECTION TO ONSITE STORM SYSTEM. SD CO -3 > > > > > FD \ 2/C5.03 > > > IE 6" IN=463.80 (E) > SO LD -2-19 M 1 \ > FP > IE 6" OUI (W) DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY. RIM=467.69 RP PROVIDE POWER TO HEATED ENCLOSURE. CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR IE 6' OUT=464.82 (S) > CONTINUATION. SIZE AS NOTED. > SD LD -1-16 > SD AS NOTED. SEE DETAIL 3/C5.01 FOR DOWNSPOUT 6LF-6"SD > > CONNECT TO COLD WATER SYSTEM. SEE PLUMBING > W S=1.00°% PLANS FOR CONTINUATION. SIZE AS NOTED. RIM=466.69 3" WATER METER. CONTRACTOR TO COORDINATE WM INSTALLATION WITH SPRINGFIELD UTILITY BOARD. it UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND IE 6" OUT=464.93 (N) 1 \ DS TYP. U > \ V A > > 1 > \ \ > \ > \ \ \ 1 \ O SD LD -2-22 I \ \ 1 \ RIM=467.29 > > > \ 1 \ IE 6" 015 (S) > > > > \ \ 31-F-6'SD > > > > \ 3 \ S=1.00% > > > > FI > > > \ W 90°BEND-1 \ > > I > > \ , SSD STUB -7 FP 90° BEND4 \ \ F \ \ SD IE 6"=462.24 \ F - ^ V A FP 32l 4FF > > 6^SO > > 16 LF- > > > > > > SDS SD IE6"=463.063.07 PROPOSED STUB -1 4'BUILDING E 4 FF=468.32 W STUB -4 2" > 7> SD LD -2-18 > > > > > > > RIM=467.57 E 6" OUT=464.37 (S) > > > > > > > > > > - 5LF-6"SD S=2.00% > > > > > > > > > > > > > > > > > > p 10 > > > > > > > > > > > > > > . . . . . . . r_a r_'r_'r_ fir_ r_ MATCHLINE SEE SHEET C3.04 SHEET NOTES FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO Paradigm 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL rc 1/C5.01. 2. NORTHINGS AND EASTINGS SHOWN ON STRUCTURE TABLE ON SHEET 3 C3.06 ARE SHOWN AT CENTER OF STRUCTURE U.N.O.. "N HEAVY DUTY SANITARY FLOOR DRAIN TO BE VENTED EF�SJjoy 3. INSTALL THRUST BLOCK ON FIRE AND WATER LINES PER DETAIL e� °' 56481 9 l 4 9/C5.01. DIGITALLY SIGNED 2023.08.17 15:33:20-OT00' X UTILITY KEY NOTES OREGON FIELD VERIFY LOCATION, IE, AND SIZE OF NOTE DESCRIPTION DETAIL y > M. 79LF-6'SD > > > IF MIZATION DATE: 6/30/2025 > ADDITIONAL CLEARANCE REQUIRED. SEE DETAIL 5/C5.02 7 > IF UNABLE TO ACHIEVE PROPER COMPACTION OF FILL 6 S=1.00%, 9 DOG FOUNTAIN. SEE PLUMBING PLANS. NOTIFY EWES 48 HOURS PRIOR TO INSTALLATION. PROVIDE A MINIMUM OF 12" CLEARANCE FROM EXISTING 10 30" TRANSMISSION PIPE. POUR CDF VON EITHER SIDE > DD DOWNSPOUT TO DAYLIGHT AT VALLEY GUTTER. > > SUB FIRE PROTECTION ABOVE GROUND ENCLOSURE. INSTALL 6" DOUBLE DETECTOR CHECK VALVE (DDCV). > > DDC HAVE SLIPNOT FINISH. SET TO FINISHED GRADE. > > PROVIDE POWER TO SUMP PUMP AND ALARM CONTROL > > > > 3 > 3 > CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. > > > > CONNECTION TO ONSITE STORM SYSTEM. > > > > > > FD > 2/C5.03 > OF FOOTING. VERIFY ELEVATION OF FOUNDATION DRAIN > > > CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY. 2/C5.02 RP PROVIDE POWER TO HEATED ENCLOSURE. CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR > CONTINUATION. SIZE AS NOTED. > SD LD -1-16 > SD AS NOTED. SEE DETAIL 3/C5.01 FOR DOWNSPOUT > > > CONNECT TO COLD WATER SYSTEM. SEE PLUMBING > W PLANS FOR CONTINUATION. SIZE AS NOTED. RIM=466.69 3" WATER METER. CONTRACTOR TO COORDINATE WM INSTALLATION WITH SPRINGFIELD UTILITY BOARD. it UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND IE 6" OUT=464.93 (N) > T > > > > > > 0 0 N > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > SD CO -14 > > ' IE 6" IN=464.19 (E) > > > > > - > > IE 6" OUT=464.19 (W) > > > > > > > > > > > > > > SD LD -2-18 > > > > > > > RIM=467.57 E 6" OUT=464.37 (S) > > > > > > > > > > - 5LF-6"SD S=2.00% > > > > > > > > > > > > > > > > > > p 10 > > > > > > > > > > > > > > . . . . . . . r_a r_'r_'r_ fir_ r_ MATCHLINE SEE SHEET C3.04 SHEET NOTES STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT -,ID NUMBER (WHERE APPLICABLE) N-X)OOCXX ]^ LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN =XX.XSTRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=X.XX°h SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREADRAIN 7/C5.02 BWV BACKWATER VALVE 3/C5.03 CB CATCH BASIN 2/C5.01 CO CLEANOUT TO GRADE 4/C5.01 DDCV DOUBLE DETECTOR CHECK VALVE 5/C5.02 FDC FIRE DEPARTMENT CONNECTION 1/C5.02 FH FIRE HYDRANT 8/C5.02 FLD HEAVY DUTY SANITARY FLOOR DRAIN 11/C5.01 GPI GROUND POSITION INDICATOR, BELOW GRADE GV GATE VALVE 9/G5.01 LD -1 LANDSCAPE DRAIN - TYPE 1 6/G5.01 LD -2 LANDSCAPE DRAIN - TYPE 2 3/C5.02 MH MANHOLE 7/C5.01 OV OVERFLOW INLET 5IG5.01 RP REDUCED PRESSURE BACKFLOW ASSEMBLY 2/C5.02 TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/G5.03 SCALE 1 INCH = 10 FEET 10 0 10 20 Revision Schedule No. Description I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Mise 1q)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.694.4902 F: 541.684.4909 WWW.koffxco AN DUSTRUD architecture C V O C ?: V C O N 0 2 O 3 c o2 -- -2t 3 L a 6 J :138 W� L°•d`m `mt `° mtsmo°�mo3.- n� G E 0wo:;.I,'82 dQ E Etc .8inmono C% d o C V L N 0 6/ 0 N j U=E$5 Eoo�.. .€ d m a0 E d v c DRAWN BY: FU/RR CHECKED BY: MRITH/MK 0 Lim � _q) C Q N E c N iC4 7C3 0 Q Ci U U L UU SHEET TITLE UTILITY PLAN SHEET NO. C3.05 FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO Paradigm 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES PER DETAIL rc 1/C5.01. 2. NORTHINGS AND EASTINGS SHOWN ON STRUCTURE TABLE ON SHEET 3 C3.06 ARE SHOWN AT CENTER OF STRUCTURE U.N.O.. "N HEAVY DUTY SANITARY FLOOR DRAIN TO BE VENTED EF�SJjoy 3. INSTALL THRUST BLOCK ON FIRE AND WATER LINES PER DETAIL e� °' 56481 9 l 4 9/C5.01. DIGITALLY SIGNED 2023.08.17 15:33:20-OT00' X UTILITY KEY NOTES OREGON FIELD VERIFY LOCATION, IE, AND SIZE OF NOTE DESCRIPTION DETAIL y REF. M. 1 CONNECT TO EXISTING STORMWATER MANHOLE. FIELD IF MIZATION DATE: 6/30/2025 VERIFY LOCATION PRIOR TO CONSTRUCTION. STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT -,ID NUMBER (WHERE APPLICABLE) N-X)OOCXX ]^ LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN =XX.XSTRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=X.XX°h SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREADRAIN 7/C5.02 BWV BACKWATER VALVE 3/C5.03 CB CATCH BASIN 2/C5.01 CO CLEANOUT TO GRADE 4/C5.01 DDCV DOUBLE DETECTOR CHECK VALVE 5/C5.02 FDC FIRE DEPARTMENT CONNECTION 1/C5.02 FH FIRE HYDRANT 8/C5.02 FLD HEAVY DUTY SANITARY FLOOR DRAIN 11/C5.01 GPI GROUND POSITION INDICATOR, BELOW GRADE GV GATE VALVE 9/G5.01 LD -1 LANDSCAPE DRAIN - TYPE 1 6/G5.01 LD -2 LANDSCAPE DRAIN - TYPE 2 3/C5.02 MH MANHOLE 7/C5.01 OV OVERFLOW INLET 5IG5.01 RP REDUCED PRESSURE BACKFLOW ASSEMBLY 2/C5.02 TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/G5.03 SCALE 1 INCH = 10 FEET 10 0 10 20 Revision Schedule No. Description I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Mise 1q)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.694.4902 F: 541.684.4909 WWW.koffxco AN DUSTRUD architecture C V O C ?: V C O N 0 2 O 3 c o2 -- -2t 3 L a 6 J :138 W� L°•d`m `mt `° mtsmo°�mo3.- n� G E 0wo:;.I,'82 dQ E Etc .8inmono C% d o C V L N 0 6/ 0 N j U=E$5 Eoo�.. .€ d m a0 E d v c DRAWN BY: FU/RR CHECKED BY: MRITH/MK 0 Lim � _q) C Q N E c N iC4 7C3 0 Q Ci U U L UU SHEET TITLE UTILITY PLAN SHEET NO. C3.05 FIELD VERIFY LOCATION, IE AND SIZE PRIOR TO 2 CONSTRUCTION. CONTRACTOR TO COORDINATE TAPPING INSTALLATION WITH SUB. FIELD VERIFY LOCATION AND IE OF EXISTING 10" 3 SANITARY SEWER SYSTEM PRIOR TO CONSTRUCTION. HEAVY DUTY SANITARY FLOOR DRAIN TO BE VENTED AND TRAPPED. SEE PLUMBING AND ARCHITECTURAL 4 PLANS FOR VENT AND PRIME CONNECTION. PROVIDE POWER TO ENCLOSURE. FIELD VERIFY LOCATION, IE, AND SIZE OF 5 UNDERGROUND UTILITY AND REPORT BACK TO KPFF PRIOR TO CONSTRUCTION. 6 CONNECT TO YARD HYDRANT. SEE ARCHITECTURAL PLANS FOR CONTINUATION. ADDITIONAL CLEARANCE REQUIRED. SEE DETAIL 5/C5.02 7 FOR PIPE CROSSING DETAIL. IF UNABLE TO ACHIEVE PROPER COMPACTION OF FILL 6 BETWEEN PIPES, USE CDF AS FILL. 9 DOG FOUNTAIN. SEE PLUMBING PLANS. NOTIFY EWES 48 HOURS PRIOR TO INSTALLATION. PROVIDE A MINIMUM OF 12" CLEARANCE FROM EXISTING 10 30" TRANSMISSION PIPE. POUR CDF VON EITHER SIDE AT THE SANITARY SEWER CROSSING. DD DOWNSPOUT TO DAYLIGHT AT VALLEY GUTTER. SUB FIRE PROTECTION ABOVE GROUND ENCLOSURE. INSTALL 6" DOUBLE DETECTOR CHECK VALVE (DDCV). INSTALL SUMP PUMP AND DISCHARGE PIPE. VAULT TO DDC HAVE SLIPNOT FINISH. SET TO FINISHED GRADE. 5IC5.02 PROVIDE POWER TO SUMP PUMP AND ALARM CONTROL LINE TO BUILDING ALARM SYSTEM. SEE ELECTRICAL PLANS. CONTRACTOR TO VERIFY LAYOUT WITHIN VAULT. CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. DOWNSPOUT CONNECTION. SEE DETAIL 4/C5.01 FOR DS DOWNSPOUT AND BOOT CONNECTION WITH PIPE CONNECTION TO ONSITE STORM SYSTEM. CONNECT TO FOUNDATION DRAIN. DESIGN/BUILD BY FD CONTRACTOR AND PLUMBER, TO BE LOCATED ON TOP 2/C5.03 OF FOOTING. VERIFY ELEVATION OF FOUNDATION DRAIN CONNECTION PRIOR TO CONSTRUCTION. CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY. 2/C5.02 RP PROVIDE POWER TO HEATED ENCLOSURE. CONTRACTOR TO COORDINATE INSTALLATION WITH SUB. CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR S CONTINUATION. SIZE AS NOTED. CONNECT TO STORM CARPORT ROOF DRAIN. SIZE AND IE SD AS NOTED. SEE DETAIL 3/C5.01 FOR DOWNSPOUT CONNECTION TO ON-SITE STORM SYSTEM. CONNECT TO COLD WATER SYSTEM. SEE PLUMBING W PLANS FOR CONTINUATION. SIZE AS NOTED. 3" WATER METER. CONTRACTOR TO COORDINATE WM INSTALLATION WITH SPRINGFIELD UTILITY BOARD. it UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT -,ID NUMBER (WHERE APPLICABLE) N-X)OOCXX ]^ LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN =XX.XSTRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL F_ UTILITY LENGTH UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=X.XX°h SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREADRAIN 7/C5.02 BWV BACKWATER VALVE 3/C5.03 CB CATCH BASIN 2/C5.01 CO CLEANOUT TO GRADE 4/C5.01 DDCV DOUBLE DETECTOR CHECK VALVE 5/C5.02 FDC FIRE DEPARTMENT CONNECTION 1/C5.02 FH FIRE HYDRANT 8/C5.02 FLD HEAVY DUTY SANITARY FLOOR DRAIN 11/C5.01 GPI GROUND POSITION INDICATOR, BELOW GRADE GV GATE VALVE 9/G5.01 LD -1 LANDSCAPE DRAIN - TYPE 1 6/G5.01 LD -2 LANDSCAPE DRAIN - TYPE 2 3/C5.02 MH MANHOLE 7/C5.01 OV OVERFLOW INLET 5IG5.01 RP REDUCED PRESSURE BACKFLOW ASSEMBLY 2/C5.02 TEE TEE CONNECTION WQ WATER QUALITY TREATMENT STRUCTURE 1/G5.03 SCALE 1 INCH = 10 FEET 10 0 10 20 Revision Schedule No. Description I Date PRINT DATE THIS SET 8/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Mise 1q)ff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.694.4902 F: 541.684.4909 WWW.koffxco AN DUSTRUD architecture C V O C ?: V C O N 0 2 O 3 c o2 -- -2t 3 L a 6 J :138 W� L°•d`m `mt `° mtsmo°�mo3.- n� G E 0wo:;.I,'82 dQ E Etc .8inmono C% d o C V L N 0 6/ 0 N j U=E$5 Eoo�.. .€ d m a0 E d v c DRAWN BY: FU/RR CHECKED BY: MRITH/MK 0 Lim � _q) C Q N E c N iC4 7C3 0 Q Ci U U L UU SHEET TITLE UTILITY PLAN SHEET NO. C3.05 STRUCTURE TABLE STRUCTURED NORTHING EASTING FP 6" DDCV 114336.97 209604.52 FP 22.5°BENDA 114132.69 209483.71 FP 45° BEND -1 114532.79 209472.15 FP 45* BEND -2 114520.74 209485.06 FP 45°BEND-3 114336.79 209529.30 FP45°BEND-4 114333.79 209526.31 FP 90° BEND -1 114640.45 209406.81 FP 90° BEND -2 114640.12 209552.49 FP 90° BEND -3 114093.75 209434.10 FP 90° BEND -4 114114.62 209523.09 FP 90° BEND -5 114021.64 209451.05 FP 90° BEND -6 114331.60 209602.42 FP 90°BEND-7 114331.64 209617.64 FP CONN -1 114336.57 209621.42 FP FH -1 114319.48 209632.54 FP GPI -1 114640.28 209481.52 FP GPI -2 114640.31 209467.36 FP GPI -3 114414.19 209484.65 FP GPI -4 114028.60 209449.43 FP GPI -5 114108.07 209494.99 FP GPI -6 114232.08 209436.43 FP STUB -1 114083.00 209530.53 FP STUB -2 114019.93 209443.75 FP STUB -3 114232.09 209433.67 FP STUB -0 114629.57 209406.79 FP STUB -5 114420.26 209534.15 FP STUB -6 114629.25 209552.47 FP TEE -1 114231.97 209483.94 FP TEE -2 114333.89 209484.31 FP TEE -3 114640.30 209472.36 FP TEE -4 114106.84 209489.79 FP TEE -5 114420.42 209484.66 S CO -1 114518.72 209420.75 S CO -2 114363.12 209420.40 S CO -3 114316.25 209467.05 S CO -4 114276.22 209466.96 S COS 114078.92 209414.13 S CO -6 114093.22 209474.96 S CO -7 114128.67 209466.62 S CO -8 114518.49 209519.34 STRUCTURE TABLE STRUCTURED NORTHING EASTING S CO -9 114434.66 209420.56 S CO -10 114368.92 209467.18 S CO -11 114227.16 209466.85 S FLD-1 114137.54 209446.62 S FLD-2 114317.24 209432.73 S MH -1 114276.30 209433.79 5 STUB -1 114060.56 209418.44 S STUB -2 114064.45 209481.72 S STUB -3 114546.03 209519.40 S STUB -4 114546.24 209420.81 S STU85 114368.75 209539.17 S STUB -6 114226.64 209523.01 S STUB -7 114276.31 209430.60 SO 45°BENDA 114421.90 209423.80 SO 45' BEND -2 114402.23 209368.59 SO AD -1 114408.83 209368.53 SO BWV-1 114545.53 209459.57 5D 8WV-2 114545.37 209533.07 SD 13WV-3 114351.17 209603.36 SD BWV-4 114250.41 209528.72 SD BWV-5 114177.97 209433.78 SD BWV-6 114060.17 209405.90 SD BWV-7 114069.29 209491.78 SD CB -1 114498.71 209496.11 SO C13-2 114499.81 209391.61 SD CO -1 114484.92 209529.26 SD CO -2 114543.87 209529.39 SO CO -3 114093.38 209587.70 SD CO -4 114062.57 209411.65 SO CO -5 114080.77 209489.07 SO CO -6 114131.16 209477.23 SO CO -7 114405.68 209616.55 SO CO -8 114011.86 209609.25 SO CO -9 114048.00 209349.65 SD CO -10 114097.20 209340.84 SD CO -11 114070.75 209491.43 SD CO -12 114073.66 209458.81 SD CO -13 113981.58 209480.45 SD CO -14 113996.44 209543.65 SD CO -16 114630.59 209345.39 STRUCTURE TABLE STRUCTURED NORTHING EASTING SD CO -17 113971.10 209379.95 SD CO -18 114160.68 209430.79 SD CO -19 114137.40 209331.39 SO CO -20 114230.07 209439.14 SO CO -21 114293.61 209439.28 SD CO -22 114166.54 209438.99 SD CO -23 114166.64 209393.02 SD CO -24 114166.75 209347.06 SO CO -25 114229.89 209347.20 SD CO -26 114166.45 209477.31 SD CO -27 114358.89 209477.75 SD CO -28 114294.04 209347.35 SD CO -29 114417.15 209477.88 SD CO -30 114290.68 209567.06 SO CO -31 114228.17 209477.45 SD CO -32 114544.30 209345.38 SD CO -33 1 114251.58 209520.90 SO CO -34 114196.29 209520.77 SD CO -35 114196.27 209528.90 SD CO -36 114251.49 209561.83 SD CO -37 114251.39 209603.19 SD CO -38 114193.10 209603.06 SD CO -39 114193.18 209566.44 SO C0-40 114349.26 209532.97 SO C041 114398.63 209533.08 SD CO -42 114499.81 209478.07 SD CO -43 114349.15 209582.81 SO CO -44 114349.07 209616.42 SD CO -45 114484.98 209616.72 SD CO -46 114630.13 209546.04 SD CO -47 114544.17 209400.87 SD CO -48 114630.43 209412.62 SD C0-49 114543.69 209610.20 SD CO -50 114543.98 209481.30 SO CO -51 114630.28 209481.50 SD CO -52 114629.99 209610.58 SD CO -53 114417.26 209431.42 SO CO -54 114432.47 209533.17 SD CO -55 114418.21 209616.57 SO EX. MH -1 1 114290.02 209663.94 STRUCTURE TABLE STRUCTURED NORTHING EASTING SO LD -1-1 114444.03 209617.52 SO LD -1-2 114345.20 209586.13 SD LD -1-3 114432.47 209535.92 SD LD -1-4 114539.97 209550.60 SD LD -1-5 114539.96 209603.49 SD LD -1-6 114330.30 209357.64 SD LD -1-7 114634.34 209499.41 SD LD -1-8 114539.63 209506.84 SD LD -1-9 114539.78 209449.37 SO LD -1-10 114536.94 209357.59 SD LD -1-11 114638.29 209354.41 SO LD -1-12 114628.52 209392.82 SO LD -1-13 114628.45 209417.61 SO LD -1-14 114634.99 209455.27 SO LD -1-15 114161.64 209393.01 SD LD -1-16 114003.06 209610.12 SO LD -1-17 114046.73 209440.41 SO LD -1-18 114032.03 209347.63 SD LD -1-19 114220.37 209610.25 SO LD -1-20 114190.50 209586.40 SO LD -2-1 114418.21 209617.71 SD LD -2-2 114370.77 209619.07 SO LD -2-3 114483.45 209565.92 SD LD -2-4 114483.88 209617.99 SD LD -2-5 114626.40 209563.34 SO LD -2-6 114626.76 209538.20 SD LD -2-7 114184.66 209432.56 SD LD -2-8 114221.83 209432.96 SD LD -2-9 114246.49 209432.46 SO LD -2-10 114232.22 209350.34 SD LD -2-11 114280.72 209350.49 SD LD -2-12 114059.47 209415.37 SO LD -2-13 114002.89 209449.31 SD LD -2-14 113983.28 209425.14 SD LD -2-15 113977.02 209392.03 SO LD -2-16 113992.73 209505.98 SD LD -2-17 114012.66 209476.14 SD LD -2-18 114002.93 209547.60 SO LD -2-19 114010.79 209580.75 SD LD -2-20 114021.80 209609.28 STRUCTURE TABLE STRUCTURED NORTHING EASTING SD LD -2-21 114093.48 209593.28 SD LD -2-22 114095.70 209541.28 SD LD -2-23 114058.79 209465.79 SO LD -2-24 114254.97 209590.10 SD LD -2-25 114372.21 209534.79 SD LD -2-26 114049.28 209372.53 SO LD -2-27 114546.24 209405.01 SO MH -1 114290.88 209477.60 SD OV -1 114283.79 209510.39 SD OV -2 114151.17 209493.25 SD STUB -1 114525.56 209488.91 SO STUB -2 114430.75 209511.95 SD STUB -3 114148.04 209445.42 SD STU13-0 114053.44 209348.40 SO STUB -5 114075.75 209443.15 SD STUB -6 114093.38 209518.27 SO STUB -7 114140.80 209518.22 SD STUB -8 114309.90 209610.92 SO STUB -9 114292.01 209443.30 SD STUB -10 114166.40 209500.99 SO STUB -11 114358.81 209511.77 SO STUB -12 114421.97 209392.94 SD STUB -14 114547.03 209459.57 SD STUB -15 114546.87 209533.07 SO STUB -16 114353.18 209603.37 SD STUB -17 114249.30 209528.72 SD STUB -18 114177.98 209428.55 SD STUB -19 114059.20 209406.13 SD STUB -20 114067.83 209492.13 SO WQ-1 114491.63 209478.07 W 22.5°BEND-1 114132.92 209485.71 W 45°BEND-1 114533.72 209474.15 W 45°BEND-2 114521.67 209487.07 W 45°BEND-3 114341.86 209530.14 W 45°BEND-0 114336.86 209525.14 W 90°BEND-1 114110.94 209520.36 W 90°BEND-2 114637.46 209403.31 W 90°BEND-3 114091.52 209437.71 W 90°BEND-0 114341.81 209618.15 W 90°BEND-5 114025.74 209453.17 STRUCTURE TABLE STRUCTURED NORTHING EASTING W 90°BEND-6 114637.14 209548.98 W GV -1 114637.30 209469.86 W GV -2 114637.28 209477.72 W GV -3 114416.98 209489.97 W GV -4 114338.70 209486.32 W GV -5 114331.74 209486.30 W GV -6 114422.38 209486.67 W GV -7 114208.05 209488.72 W GV -8 114103.92 209490.61 W GV -9 114105.25 209496.09 W GV -10 114235.47 209482.45 W STUB -1 114235.59 209433.68 W STUB -2 114207.97 209522.97 W STUB -3 114023.33 209442.95 W STUB -0 114082.22 209527.11 W STUB -5 114416.77 209534.13 W STUB -6 114629.58 209403.29 W STUB -7 114629.26 209548.97 W STUB -8 114144.30 209457.75 W STUB -9 114312.63 209445.76 W STUB -10 114407.69 209373.39 W TEE -1 114235.47 209485.95 W TEE -2 114208.05 209485.89 W TEE -3 114637.29 209474.34 W TEE -4 114336.58 209618.14 W TEE -5 114104.38 209492.42 W TEE -6 114416.94 209486.64 W TEE -7114336.89 209486.32 W WM-3" 114341.81 209614.74 Paradigm rc ��pED %8- DIGITALLY G5 SIGNED 2023.08.17 15:31:53-orw OREGON 19 M. f%PIMTON DATE: 6/30/2025 Revision Schedule No. Description Date PRINT DATE THIS SET 6/16/2023 ISSUE DATES Pricing - Permit 8/16/2023 Construction - Revision Misc. 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.koffxco AM DUSTRUD architecture C V 0 C ?:V C O 0 0 Oc� Z da�a0 N w M m o ry 0 w `o d o c'15 E E S N'-'� E 8 EE�p a�+ 0pcO p% d N N 1.. 'H 01=E 8=E000M 0 w a y E -01 c Fya°`me81-=2'£& DRAWN BY: FU/RR CHECKED BY. MR/TH/MK O 0 lV H 76 i Will= C 0 E CV Q 0 U U L U SHEET TITLE UTILITY STRUCTURES TABLE SHEET NO. C3.06 Appendix 3 Existing Runoff Calculations Ma=Ia Apartments I gPFFC nsulting Engineers PRELIMINARYSTORMWAUR REPORT SBUH Calculation Worksheet for City of Springfield Storm Events k l j j Project Name: Marcola Apartments Date: 1/26/2023 Designer: MAR Basin: Ex. 1 User -Supplied Data Pervious Area Impervbus Area Pervious Area, SF Pervious Area, Acres Pervious Area Cu rve Num her, CNpery Time of Con centratinn, TQ minutes 30,893 Impervious Area, SF Impervious Area, Acres 0.00 I mpervious Area Cu rve Nu mher, CN imp 98 Note: minimum Tc isfive minutes 0.71 85 5 CIN of Eugene 24Hour Rainfall Depths (NRCS Type 1Adlstrlbutlon) Recurrence Interval WQ 1 2 1 5 30 1 25 50 1 100 Inches 1 0.83 1 3.3 1 3.8 1 4.3 1 4.8 1 1 5.2 Calculated Data l Project Area, Acres 0]3 Total Project Area, Square Feet 30,893 urrence Interval WQ 2 5 10 25 50 100 k Flo. Rate, Qpeak, as I OA0.35OA0.53 —WQ 0.63 0.00 0.71 l RunoffVolume, V, cubic feet 26 4,745 5,86 7,022 8,196 0 9148e to Peak Runoff, hours 2A. 7.931 7331 7.83 783 0.00 7$3 Runoff Hydrogroph 0.80 —WQ —2 -Year 0.74 —S -Year —10 -Year 0.60 —25 -Year —50 -Year 0.50 —100 -Year 0.40 e 7 rc 0.30 0.20 0.10 0.08 0 500 1000 1500 2000 2500 Time, mintMea 8[0Willamem,Su,t,5uu,4O Eugen,()R ] 1 511.f$4.4902 kpff. m Appendix 4 Proposed Runoff, Water Quality and Calculations Ma=Ia Apartments I UFFC nsulting Engineers MELIMINARYSTORMWAUR REPORT SBUH Calculation Worksheet for City of Springfield Storm Events lqj f Project Name: Marcola Apartments Date:8/15/2023 Designer: MAR Basin:1 User -Supplied Data PerviousArea Im ervbus Area Pervious Area, SF Pervious Area, Acres Pervious Area Curve Number, CNpery Time of Concentration, Tr, minutes 71,721 Impervious Area, SF 59 Impervious Area, Acres 1.37 Impervious Area Curve Number, CNimp 98 Note: minimum Tc isfive minutes 1.65 so 5 CI of Eu ne 24Hour Rainfall Depths NRCST eSAdlstrlbutbn —WQ Total Project Area, Square Feet 131,204 RequrrenceI It WQ 2 -Yr I 51r I 10 -Yr 1 25 -Yr 1 50 -Yr 1 100 -Yr Inches 1 0.83 1 3.3 1 3.8 1 4.3 1 4.8 1 1 5.2 Calculated Data Total Project Area, Acres 3.011 —WQ Total Project Area, Square Feet 131,204 Recurrence Interval WQ I 2 -Yr I 5 -Yr I 10 -Yr 25 -Yr 50 -Yr 100 -Yr Peak Flow Rate, Qpeak, ch Total Ru noff Vol ume, V, cu bic feet Time to Peak Ru noff, hou rs 0.25 1.75 2.1 2.52 2.91 0.00 323 3,3391 24,0451 28,8 33,846 38,8]2 0 42,938 7$3 7.83 7331 7.931 7$3 0.00 7$3 Runoff Hydmgmph 3.50 —WQ —2 -Year 3.00 —5 -Year —10 -Year 2.50 —25 -Year —50 -Year 2.00 —100 -Year C" V Zy�s y 1.50 1.00 0.50 0.00 0 500 1000 ism 2DD0 2500 Time, tritRdes 80]Willa eru,Sr,tSuite4 Eurn,OP9]01 XL W09@ kpff. m SBUH Calculation Worksheet for City of Springfield Storm Events lqj f Project Name: Marcola Date:8/15/2023 Designer: MAR Basin:2 User -Supplied Data PerviousArea InnipentiousArea Pervious Area, SF Pervious Area, Acres Pervious Area Curve Num ber,CNpery Time of Con centratir Ta, minutes 2,637 Impervious Area,SF 30,984 Impervious Area, Acres 0.71 Impervious Area Curve Number CNimp 98 Note: minimum Tc isfive minutes 0.06 80 5 CI of Eu ne 24Hour Rainfall Depths NRC6T eSAdlstrlbutbn —WQ —2 -Year —5 -Year —10 -Year —25 -Year —50 -Year —100 -Year Total Project Area, Square Feet 33,621 RequrrenceI It WQ 2 -Yr I 51r I 10 -Yr 1 25 -Yr 1 50 -Yr 1 100 -Yr Inches 1 0.83 1 3.3 1 3.8 1 4.3 1 4.8 1 1 5.2 Calculated Data Total Project Area, Acres 0.771 —WQ —2 -Year —5 -Year —10 -Year —25 -Year —50 -Year —100 -Year Total Project Area, Square Feet 33,621 Recurrence Interval WQ I 2 -Yr I 5 -Yr 10 -Yr 25 -Yr 50 -Yr 100 -Yr Peak Flow Rate, Qpeak, ch Total Ru noff Vol ume, V, cu bic feet Time to Peak Ru noff, hou rs 0.13 0.63 0.] 0.84 0.94 0.00 1.03 1,627 8,244 9,61 10,998 12,380 21 13,458 783 7.83 7331 7.83 783 0.001 783 Runoff Hydrogroph 1.20 1.00 0.80 C" V 0.80 —WQ —2 -Year —5 -Year —10 -Year —25 -Year —50 -Year —100 -Year L 0.40 0.20 0.00 0 500 1000 ism 2DDD 2500 rrEe, n:nulea 80]Willa eru,Sr,tSuite4 Eurn,OP9]01 XL W09@ kpff. m SBUH Calculation Worksheet for City of Springfield Storm Events lqj f Project Name: Marcola Date:8/15/2023 Designer: MAR Basin:3 User -Supplied Data PerviousArea InnipentiousArea Pervious Area, SF Pervious Area, Acres Pervious Area Curve Number, CNpery Time of Concentration, Tr, minutes 1,325 Impervious Area, SF 13p2 Impervious Area, Acres 0.30 Impervious Area Curve Number CNimp 98 Note: minimum Tc isfive minutes 0.03 RO 5 CI of Eu ne 24Hour Rainfall Depths NRCST eSAdlstrlbutbn —WQ —2 -Year —5 -Year —10 -Year —25 -Year —50 -Year —100 -Year Total Project Area, Square Feet 14,352 RequrrenceI It WQ 2 -Yr I 51r I 10 -Yr 1 25 -Yr 1 50 -Yr 1 100 -Yr Inches 1 0.83 1 3.3 1 3.8 1 4.3 1 4.8 1 1 5.2 Calculated Data Total Project Area, Acres 0.331 —WQ —2 -Year —5 -Year —10 -Year —25 -Year —50 -Year —100 -Year Total Project Area, Square Feet 14,352 Recurrence Interval WQ I 2 -Yr I 5 -Yr I 10 -Yr I 25 -Yr 50 -Yr I 100 -Yr Peak Flo. Rate, Qpeak, ch Total Ru noff Vol ume, V, cu bic feet Time to Peak Ru noff, hou rs 0.051 0.27 0311 0.361 OAO 0.00 OA4 685 3,493 40 4,665 5,254 01 26 7$3 7.83 7331 7.83 7$31 ODI 3 Runoff Hydrogroph 0.50 0.45 0.40 0.35 0.30 C" V 0.25 —WQ —2 -Year —5 -Year —10 -Year —25 -Year —50 -Year —100 -Year L J K 0.20 0.15 0.10 0.05 0.00 0 5DO 1000 ism 2DDO 2500 rrEe, n:nulea 8WWilbmUeSr,tSuu,400 Eurn,O89]01 XL W09@ kpff. m Stormwater Facility Calculator Instructions: 1. Choose Facility Type 2. Choose shape 3. Complete information in highlighted cells Facility Planter Shape Amoeba Bottom Area: 241 sf Bottom Perimeter: 67 ft Vertical Sides 604 Storage Depth: Filtration Only Growing Media: �in 18 in Surface Storage Capacity 121 cf Infiltration Area 241 sf GM Infiltration Rate 2.5 in/hr Infiltration Capacity (avg) 0.014 cfs Results Below -Grade WATER QUALITY EVENT PASS ROCK CAPACITY N/A SURFACE CAPACITY 67% Recurrance Interval Peak Flow (cfs) Volume (cf) Rock Capacity Meets Infiltration? WQ 0.0139 604 N/A Filtration Only 2 -Yr 0.2678 3,376 N/A MYrinrltration volume (co: 5 -Yr 0.3118 3,960 N/A 30 -Yr 0.3558 4,554 N/A N/A 25 -Yr 0.3999 5,143 N/A 50 -Yr 0.0000 0 N/A 100-Yrl 0.43521 5,609 N/A 1201 Oak Street, Suite 100 Eu,ene,01197401 541.64.4902 kpa.cum kpff Project Name: Marwla Basin:3 Wte:8/15/2023 Impermeable Liner kpff 1201 Oak Street, Suite 100 Eu6ene,O69J401 541.64.4902 kpH.mm Water quality Event Surface Facility Modeling 0.0600 0.0500 0.0400 N u 0.0300 0 0 c Ic o.ozoo 0.0100 0.0000 i 0 500 1000 1500 Time, minutes kpff Project Name: Marcola l3asin:3 Date: 8/15/2023 I% Surface Inflow 0% --— Infiltration Capacity 0% Percolation to Subsurface 0% iOX --- Overflow Surface Capacity 0% 80% 90% 100% 2000 2500 800 Willamette Street, Suite 400 EWene,OR97401 541.684.4902 kpa.wm SBUH Calculation Worksheet for City of Springfield Storm Events lqj f Project Name: Marcola Date: 1/26/2023 Designer: MAR Basin:4 User -Supplied Data PerviousArea InninentiousArea Pervious Area, SF Pervious Area, Acres Pervious Area Curve Number, CNpery Time of Con centratir Tr, minutes 1,566 Impervious Area, SF Impervious Area, Acres 0.56 Impervious Area Curve Number CNimp 98 Note: minimum Tc isfive minutes 0.04 RO 5 CI of Eu ne 24Hour Rainfall Depths NRC6T eSAdlstrlbutbn —WQ —2 -Year —5 -Year —10 -Year —25 -Year —50 -Year —100 -Year Total Project Area, Square Feet 25,921 RequrrenceI It WQ 2 -Yr I 51r I 10 -Yr 1 25 -Yr 1 50 -Yr 1 100 -Yr Inches 1 0.83 1 3.3 1 3.8 1 4.3 1 4.8 1 1 5.2 Calculated Data Total Project Area, Acres 1 0.601 —WQ —2 -Year —5 -Year —10 -Year —25 -Year —50 -Year —100 -Year Total Project Area, Square Feet 25,921 Recurrence Interval WQ I 2 -Yr I 5 -Yr I I I 25 -Yr I 50 -Yr I 100 -Yr Peak Flo. Rate, Qpeak, as 0.11 0.491 0.51 0.6SI 0.71 ODI 0$0 Total Ru noff Vol ume, V, cu bic feet 1,278 6,418 ], 9,SUI 9,617 01 10,473 Time to Peak Ru noff, hou rs 783 7.83 7331 7.83 7831 ODI 7$3 Runoff Hydrogroph 0.90 0.80 0.70 0.60 0.50 V Zy g 0.40 —WQ —2 -Year —5 -Year —10 -Year —25 -Year —50 -Year —100 -Year K 0.30 0.20 0.10 0.00 0 500 1000 ism 2DDD 2500 Time, minxMe s 8WWilbmUeSr,tSuu,400 Eurn,O89]401 XL W09@ kpff. m Stormwater Facility Calculator Instructions: 1. Choose Facility Type 2. Choose shape 3. Complete information in highlighted cells Facility Planter Shape Amoeba Bottom Area: 283 sf Bottom Perimeter: 68 ft Vertical Sides Filtration Only Storage Depth: 12 in Growing Media: 18 in Surface Storage Capacity 283 cf Infiltration Area 283 sf GM Infiltration Rate 2.5 in/hr Infiltration Capacity (avg) 0.016 cfs Results Below -Grade WATER QUALITY EVENT PASS ROCK CAPACITY N/A SURFACE CAPACITY 100% Recurrance Peak Flow Interval (cfs) Volume (cf) Rock Capacity Meets Infiltration? WQ 0.0164 995 N/A Filtration Only 2 -Yr 0.4933 6,164 N/A MYrinrltration volume (co: 5 -Yr 0.5730 7,205 N/A 10 -Yr 0.6528 8,293 N/A N/A 25 -Yr 0.7325 9,373 N/A 50 -Yr 0.0000 0 N/A 100-Yrl 0.79641 10,221 N/A 1201 Oak Street, Suite 100 Eu,ene,01197401 541.664.4902 kpa.cum kpff Proje Name: Marwla 6asin:4 Date: 1/26/2023 Impermeable Liner kpff 1201 Oak Street, Suite 100 Eu6ene,O69J401 541.64.4902 kpH.mm Water quality Event Surface Facility Modeling kpff Project Name: Marcola Basin -4 Date: 1/26/2023 0.1200 % Surface Inflow 0% 0.1000 --- Infiltration Capacity lm 10% 0.0600 Percolation to Subsurface 10% N u 0.0600 i0% Overflow 0 c io% � 0.0400 —Surface Capacity I0% 80% 0.0200 0.0000 100% 0 500 1000 1500 2000 2500 Time, minutes 600 Willamette Street, Suite 400 EWene,OR97401 541.684.4902 kpa.mm