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HomeMy WebLinkAboutPlan, Final APPLICANT 1/4/2022SITE I m � A T i. N�Tp1321DGE a a SHAD o S 5 ST. n U N� z S 57 ST. 2000 INTERSTATE 105 x ~ x x QUlNALT O T NIGHTHAW MOFFIT MOFFIT z PLEASAN` oz PACIFI MP SCHOOL 1500 OLYMPIC `',"M. 448.34 ST. 1 FL N 446.64 t iHA LIN ST. w in y 1 M ' a`SPt- LVD SCHOOL o x F L t_ oo 11PJ' JT T BROADW Y w iv m o f ST. `` 1 A T. w ST. ; N a fO0 SILKS , ,1 QSTADUIM ,I 0 ✓` T_ » SPRINGH LD HIGH SCH OL ` 1 ' Yry �_•-- 0 OREst G ST. ST. 1 3 25�1 VICINITY MSPNO SCALE ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET Of THE SITE1M.1{51 49 fi 9 PER SDC 35.040(1)(1):. DIRECTION ZONING & METRO PLAN DESIGNATION ;{• �, , NORTH LOW DENSITY RESIDENTIAL SOUTH LOW DENSITY RESIDENTIAL EAST LOW DENSITY RESIDENTIAL 1 WEST LOW DENSITY RESIDENTIAL t SHEET INDEX I I SITE ASSESSMENT OF EXISTING CONDITIONS t O��POE 2 SITE PLAN & GRADING PLAN 3 STORM DRAIN PLAN e - LEGEND y{ i -- EXISTING MAJOR CONTOUR AND ELEVATION --- EXISTING MINOR CONTOUR i EX. 12" S.D. --- _ EXISTING STORM DRAIN AND SIZE t €X. 8" W.W. EXISTING WASTE WATER AND SIZE -� EX e' W -- EXISTING WATER LINE AND SIZE --5-YEAR TT-- EXISTING TIME OF TRAVEL LINES tj _. EXISTING SIGN EXISTING STREET LIGHT FIRE HYDRANT VEXISTING WASTEWATER MANHOLE tJ 1 EXISTING STORM DRAIN MANHOLE fTl RIM�48t� EXISTING IRRIGATION BOX t t° v EXISTING IRRIGATION VALVE _ `` 11V a EXISTING AREA DRAIN i it EXISTING TREE x 4 NOTES: , t 1. APPLICANT/OWNER: SPRINGFIELD SCHOOL DISTRICT 19 i 2. APPLICANT'S REPRESENTATIVE: i THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048. 3. 17-03-36-12 TAX LOT 100 4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN THE PUBLIC RIGHT OF WAY. 6. OMIT '1 t 7. ELECTRICAL TRANSFORMER LOCATIONS SHAE BE DETERMINED DURING THE DESIGN PHASES. _ c\ 8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS c 9. DEVELOPMENT AREA = 142,300 SQUARE FEET. 1. s 10. PROPOSED RIGHT OF WAY = OD ACRES = ' 11. PROPOSED IMPERVIOUS AREA = 17,400 SQUARE FEET. 11 12. THE PROPOSED DEVELOPMENT IS RECREATIONAL SPACE 13. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO THIS I APPLICATION. t 14. OPEN SPACE: 51,000 SQUARE FEET 1 15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: PUBLIC LAND AND OPEN SPACE 16. BENCHMARK: BC AT N EDGE AC 5' W OF STOP SIGN, NEC INTERSECTION "RNID BM 1964" ELEV. = 472.43 (NAVD 1988).. 17. THE NEAREST FIRE HYDRANT IS LOCATED AT THE EAST SIDE CF 5TH ST AND L ST. SOIL TYPES. X32 COBURG, SOIL GROUP C, MODERATELY WELL DRAINED FOR DETAILED SOIL INFORMATION, PLEASE SEE SOILS REPORT FROM EARTH ENGINEERS, INC. FEMA THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039CII34 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION DETERMINED WELLHEAD PROTECTION SITE IS LOCATED WITHIN THE 10 YEAR AND 20 YEAR TIME OF TRAVEL ZONE. M 966114I I k L ( IN FEET j I inch = 40 iZ v CDW fgru�,� 5vvbh/1, �---d iIII- at'JOOI��'I po Iof� E - w V EXPIRES DEC. 31, 2021 SHEET I OF 3 ADJACENT BUILDING OR EDGE OF PLANT BED SPACING "D" ROW "A" SPACING "D" ROW "A" 3" O.C. 2.6" 18" O.C. 15.6" 6" O.C. 5.2" 24" O.C. 20.8" 9" O.C. 7.8" 30" O.C. 26.0" 12 D.G. 10.4" 36" D.C. 30.0" 15" O.C. 13.0" 48" O.C. 41.5" GROUNDCOVER SPACING DIAGRAM NO SCALE 448.34 I L N 44684 } i t CB f 76 8 MI448. S 447.05 7.05 LIE 0 -� y •� _ S y �. 871 W 44264 FUTUREk#111DIN6 iiV%f 52`Ft N 446.33 1 SEPARATE PER IT v- f A 1- 2 450 2 FS �-j R 1 2D { `21 28 S Is• -��� - �' EX. 6 SO 449.60 FS - 450,23FS 9:7fi Tt; < 459.-07 1 4 Vegetation *A not become oveetgmna and stall be to mdeft 5035 FS 271 ' # _ } 459.iJ3 FS,,;; j�RAPPE TO OHAIN � oo�dlmg rasions or iff"dw At the end first. year L - 449 50 FS t - I .- ,:`. _ and am at the end of the 2 -year warrant 449.60 N $49.31 TO 21 -- 449.32 TG / -0S.9T ES. D5 5173 FS 1 ) �° ye y Period, all planks that be .,. 'a' .> � ' 1 - net survive mast be replaced by developer F•.stab7ishment procedures, IM`tj51.49 °` 7 ,, 45022. FS „ _ e , -1�'� such as control of mras9ae weeds, nomad and vandal damage, 449.50 FS 449.50 FS ' \ 44 SQ TG PROP. - l 45143 - - - mulching, re -stale watering, and mesh or tube protection 45fl 20 FS .. - ` ;z f5 FS , 1, replacement, shall Abe implemented to the extent needed to ensue plank w 449.4$ TURF ! �_ til ""t - - su"i*al by developer. Vegetation management alter the warranty period C! !1 d 450.51 FS - '450.80 FS 21 � - - vc the responsibility of the property awoer. 4 FS 450.41 TURF 45060 FS 4 070 TtHRF 45090 3U i ' > 449.891!IRr. _ ' • 450. TURF- 450.50 TURF 0 , � 454. TURF s c 4 -32 FS - q 44970 NR 4 1.04 TO - CONSTRUCPON NOTES 44ff78 TURF 3 ' i 21 i INSTALL AR3; 0AL W AND OPEFI BOOK BASE PER MANUFACTLRES SPECd7CAr ONS 44188 TUB ✓ - 451.35 S.j4 16 FS tib 4PU `. ��1 45431 FS� a j iQ CONSTRUCT fi THICK CONCRETE 111 t\ - aya`t, 20 454.27 TURF CONSTRUCT DETENTION POND PER OETAT THIS SHEET 1 + v -NERAL NOIF_ A1 ..:.� § '. '_.1 SFE .ARCHITECTURAL PLANS FOR BLEACHERS, GATES, DUCOU , AND ITINCE DETAitS 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (LE, 40-507) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A (BELOW ELEVATION 449.20) ZONE B (ABOVE ELEVATION 449.20) CAREX OBNUPTA 4" POTS 720 EA.* CAMASSIA QUAMASH 4" POTS 113 EA.* JUNCUS PATENS 4" POTS 720 EA.* DESCHAMPSIA CAESPITOSA 4" POTS 113 EA.* * BASED ON SQUARE FOOTAGE, MAY VARY NORTH DETENTION POND DETAIL NO SCALE GRAPHIC SCALE 451: 4 �4D FS M FEET I inch -- 40 T It - SUB SUB TO UPGRADE TO LED FIXTLkiE M REPLACE CURB THAT WAS A 1, THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE - ..vt � ,-T - REMOVED DURING CONSTRUCTION BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE I RIkt:451.57 A MINIMUM OF 0.20 (I.E., 40-507) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A (BELOW ELEVATION 451.00) ZONE B (ABOVE ELEVATION 451.00) CAREX OBNUPTA 4" POTS 396 EA.* CAMASSIA QUAMASH 4" POTS 82 EA,* JUNCUS PATENS 4" POTS 396 EA.* DESCHAMPSIA CAESPITOSA 4" POTS 82 EA.* 4 *BASED ON SQUARE FOOTAGE, MAY VARY 1 SOUTH DETENTION POND DETAIL NO SCALE sf erx i N p Q X e r' r * 4vh sf erx N p Q X e EXPIRES UEC. 31, 2021 SHEET 2 OF CONSTRUCTION NOTES Ot CONNECT TO EXISTING UTILITY. POTHOLE AND VERIFY EXISTING ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY FOUND DISCREPANCIES. �2 INSTALL CLEANOUT Q3 INSTALL i' X P INLET ® INSTALL 4" PVC SDR35 STORM DRAIN O INSTALL 6" PVC SDR35 STORM DRAIN © INSTALL 8" PVC SDR35 STORM DRAIN 7O INSTALL PERFORATED 4" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL. END OF PIPE INVERT TO BE 1' BELOW FINISH SURFACE. © INSTALL PERFORATED 6" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL. END OF PIPE INVERT TO BE 1' BELOW FINISH SURFACE. (D INSTALL ADS LP257 AUTOMATIC SUMP PUMP AND HPSUMP1830 SUMP WELL PER ATTACHED SPEC SHEET, CONNECT TO EXISTING WASTEWATER LINE. 10 INSTALL 1' HDPE WATER LATERAL it INSTALL 2" PRESSURIZED WASTEWATER LINE 12 RELOCATE EXISTING WATER LINE AROUND DUGOUT AS NECESSARY 13 INSTALL PLANTER OVERFLOW INLET WITH BEEHIVE GRATE PER DETAIL SHEET 2. 14 INSTALL 5' X 5' X 1' RIP RAP APRON, CLASS 50 �w o . 13 1447.16 IE / /� � A � 'I �: z - ` 9"FFL S 447.05 EY 44TOB 12 -FL N 446.73 44 50 IE 14 11 In f 5 447.65 IE EX 6C S0 - 2 4 __ F SPIE 47.56 5 C. } ° ° i / 449 3 44� 7 1,447.82 it GRAPHIC SCALE a o IN FEET I inch = 40 ft. RY� EXPIRES DEG 31, 2021 SHEET 3 JE 3 — s P s— ii E� p T Cr- X r cr RY� EXPIRES DEG 31, 2021 SHEET 3 JE 3 [CD � C) I I 0 P s— ii E� p Cr- X r cr I y t z cv a � e a n mwa f y j €E4 t RY� EXPIRES DEG 31, 2021 SHEET 3 JE 3 [CD � C) I I 0 P s— ii E� p Cr- X r cr I y t z cv a � e a n Z y (J yJ N W 2 ei cs f y j €E4 t j 1 jff{ i r RY� EXPIRES DEG 31, 2021 SHEET 3 JE 3