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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/7/2018GENERAL NOTES 1. SURVEY PROVIDED BY BRANCH ENGINEERING, DATED MAY 9, 2017. ELEVATIONS ARE BASED ON NAVD 88 GEOID 12A DERIVED USING OREGON REAL-11ME GEODETIC NETWORK. 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT 5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. 6. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS. PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION LAYOUT. 7. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR. 8. SOME SITE DEMOLITION AND UTILITY RELOCATION HAS BEEN PERFORMED. SURVEY MAY NOT BE COMPLETE OR ACCURATE, CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 9. CONTRACTOR TO REFERENCE SOILS REPORT BY EARTH ENGINEERS INC DATED AUGUST 8, 2017 FOR THE SITE SOILS CONDITIONS. 10. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2015 OREGON STANDARD B SP TY E CMC DEVELOPMENT - CIVIL SET SPRINGFIELD, OR SITE PLAN REVIEW -MAY 25, 2018 CONSTRUCTION NOTES GENERAL 1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. 2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING. DEMOU11ON 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS. 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY. 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CONSTRUCTION JOINT. 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT. UES 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO FINISHED GRADE. 16. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. 17. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER, 19. NOTIFY CITY OF SPRINGFIELD INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY OF SPRINGFIELD REPRESENTATIVE SHALL BE REQUIRED. O i O a i Q v i Q) 1� .� �d U) _cm L0E 1 a � N �00 o N O) a--, �Ln U 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36 -INCH COVER TO THE FINISH GRADE. 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. EARTHWORKS 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. PAVING 1. SEE LANDSCAPE PLANS FOR SITE LAYOUT, JOINTING, AND FINISHES. SEPARATION STATEMENT ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. MATERIAL NOTES 1. GENERAL: MATERIALS SHAD_ BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION. 2. STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE, DUCTILE IRON PIPE, OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 3. PRIVATE WATER MAINS 4 -INCH DIAMETER AND LARGER SHALL BE PVC C900 PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 4. PRIVATE WATER LINES 3 -INCH DIAMETER AND SMALLER SHALL BE SCHEDULE 80 PVC CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,300 PSI AT 28 DAYS. NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). POTENTIAL UNDERGROUND FACILITY OWNERS Dig Safely. Call the Oregon One -Call Center 1-800-332-2344 VEGETATED STORMWATER FACILITY NOTE 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kpff.com 1. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AND MEET OBJECTIVES OF SPRINGFIELD'S MS4 PERMIT, THE SPRINGFIELD DEVELOPMENT CODE, AND THE EDSPM, THE STORMWATER FACIU11ES SHAD_ BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO ISSUANCE OF FINAL OCCUPANCY AND COMMENCEMENT OF OPERATIONS. ALTERNATIVELY, IF THIS CONDITION CANNOT BE MET, PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT & PUBLIC WORKS DEPARTMENT THAT WILL SUFFICE UNTIL SUCH TIME AS THE STORMWATER FACILITY VEGETATION BECOMES FULLY ESTABLISHED. THE INTERIM EROSION CONTROL MEASURES SHALL BE IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. 2. SUCCESSFUL CONSTRUCTION OF THE VEGETATED STORMWATER FACILITY DEPEND ON PROPER CONSTRUCTION SEQUENCING, MATERIALS, INSTALLATION, PROTECTION OF SUBGRADE AND EROSION CONTROL. 3. CONTRACTOR SHALL SETUP A PRE -CONSTRUCTION MEETING WITH CIVIL ENGINEER TO SPECIFICALLY DISCUSS THESE ITEMS. CONTACT ANNA BACKUS WITH KPFF CONSULTING ENGINEERS 541-684-4902. 4. SUBMITTAL REQUIREMENT: SUBMIT (1) 2 GALLON SAMPLE OF GROWING MEDIUM THAT MEETS THE SOIL SPECIFICATION FOR INFILTRATION TESTING BY KPFF FOR APPROVAL. 5. OWNER SHALL BE RESPONSIBLE FOR ONGOING AND PERPETUAL MAINTENANCE OF THE STORMWATER FACILITIES ON THE SITE TO ENSURE THEY FUNCTION AS DESIGNED AND INTENDED. ANNUAL MAINTENANCE RECORDS SHALL BE KEPT BY THE PROPERTY OWNER AND PROVIDED BY THE CITY FOR REVIEW UPON REASONABLE REQUEST - NORMALLY WITHIN FIVE BUSINESS DAYS. WELLHEAD PROTECTION CONSTRUCTION NOTES 1. DNAPL PROHIBITION: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDSs FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSs, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAIN DNAPLs). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLs. 2. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 3. CHEMICAL HANDLING. STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 4. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCKED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. 5. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. SHEET INDEX SHEET NO. SPECIFICATIONS FOR CONSTRUCTION, THE 2014 OREGON PLUM TNG ECTAL COD ,AND REQUIREMENTS OF THE CITY OF SPRINGFIELD. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, C1.0 COVER SHEET 2 ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY 11. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL C3.0 SEWER, ETC.) IF CONFLICT OCCURS. 4 CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY GRADING PLAN 5 C5.0 THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED 3.' CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR CIVIL DETAILS BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. C5.2 ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 12. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON U11UTY 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND (� O C d' NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR W X RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. I- !11 Cc U_ 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE r N sycnZwNt�t c? TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). 5. ALL WORK TO CONFORM TO THE 2014 OREGON PLUMBING SPECIALTY CODE W €MODIFY AS NECESSARY FOR OUT OF STATE WORK.1 EXCAVATORS MUST NOTIFY ALL PERTINENT ? COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 -cr=0tea 2<p0 w i a BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN STORM AND SANITARY 85480 1p EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. DIGIAY IGNED OREGON 1. 13,1- 4gTH0 EXPIRATION DATE: IV31/2018 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2015 OREGON 13. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING SEWERS AND ..j INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR I. a STRUCTURES" AND CITY OF SPRINGFIELD REQUIREMENTS. z o SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES F- W 2 o. PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO J W � TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR PREVENT GRADE AND ALIGNMENT CONFLICTS. > #- o SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. 14. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE 3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS WORK. NOTED OTHERWISE IN THE PLANS. 15. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE 4. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF THE 'WYE' SET CONTRACTOR SHALL ADHERE TO CITY OF SPRINGFIELD LDAP FOR MINIMUM EROSION CONTROL Revisions BRANCH TYPE. MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND W -A TE R SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 16. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. 17. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER, 19. NOTIFY CITY OF SPRINGFIELD INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY OF SPRINGFIELD REPRESENTATIVE SHALL BE REQUIRED. O i O a i Q v i Q) 1� .� �d U) _cm L0E 1 a � N �00 o N O) a--, �Ln U 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36 -INCH COVER TO THE FINISH GRADE. 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. EARTHWORKS 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. PAVING 1. SEE LANDSCAPE PLANS FOR SITE LAYOUT, JOINTING, AND FINISHES. SEPARATION STATEMENT ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. MATERIAL NOTES 1. GENERAL: MATERIALS SHAD_ BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION. 2. STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE, DUCTILE IRON PIPE, OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 3. PRIVATE WATER MAINS 4 -INCH DIAMETER AND LARGER SHALL BE PVC C900 PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 4. PRIVATE WATER LINES 3 -INCH DIAMETER AND SMALLER SHALL BE SCHEDULE 80 PVC CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,300 PSI AT 28 DAYS. NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). POTENTIAL UNDERGROUND FACILITY OWNERS Dig Safely. Call the Oregon One -Call Center 1-800-332-2344 VEGETATED STORMWATER FACILITY NOTE 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kpff.com 1. TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AND MEET OBJECTIVES OF SPRINGFIELD'S MS4 PERMIT, THE SPRINGFIELD DEVELOPMENT CODE, AND THE EDSPM, THE STORMWATER FACIU11ES SHAD_ BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO ISSUANCE OF FINAL OCCUPANCY AND COMMENCEMENT OF OPERATIONS. ALTERNATIVELY, IF THIS CONDITION CANNOT BE MET, PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT & PUBLIC WORKS DEPARTMENT THAT WILL SUFFICE UNTIL SUCH TIME AS THE STORMWATER FACILITY VEGETATION BECOMES FULLY ESTABLISHED. THE INTERIM EROSION CONTROL MEASURES SHALL BE IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. 2. SUCCESSFUL CONSTRUCTION OF THE VEGETATED STORMWATER FACILITY DEPEND ON PROPER CONSTRUCTION SEQUENCING, MATERIALS, INSTALLATION, PROTECTION OF SUBGRADE AND EROSION CONTROL. 3. CONTRACTOR SHALL SETUP A PRE -CONSTRUCTION MEETING WITH CIVIL ENGINEER TO SPECIFICALLY DISCUSS THESE ITEMS. CONTACT ANNA BACKUS WITH KPFF CONSULTING ENGINEERS 541-684-4902. 4. SUBMITTAL REQUIREMENT: SUBMIT (1) 2 GALLON SAMPLE OF GROWING MEDIUM THAT MEETS THE SOIL SPECIFICATION FOR INFILTRATION TESTING BY KPFF FOR APPROVAL. 5. OWNER SHALL BE RESPONSIBLE FOR ONGOING AND PERPETUAL MAINTENANCE OF THE STORMWATER FACILITIES ON THE SITE TO ENSURE THEY FUNCTION AS DESIGNED AND INTENDED. ANNUAL MAINTENANCE RECORDS SHALL BE KEPT BY THE PROPERTY OWNER AND PROVIDED BY THE CITY FOR REVIEW UPON REASONABLE REQUEST - NORMALLY WITHIN FIVE BUSINESS DAYS. WELLHEAD PROTECTION CONSTRUCTION NOTES 1. DNAPL PROHIBITION: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDSs FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSs, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAIN DNAPLs). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLs. 2. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 3. CHEMICAL HANDLING. STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 4. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCKED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. 5. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. SHEET INDEX SHEET NO. SHEET TITLE SHEET DESCRIPTION 1 C1.0 COVER SHEET 2 C2.0 SANITARY & WATER PLAN 3 C3.0 STORM DRAINAGE PLAN 4 C4.0 GRADING PLAN 5 C5.0 CIVIL DETAILS 6 C5.1 CIVIL DETAILS 7 C5.2 CIVIL DETAILS 8 C5.3 CIVIL DETAILS fk �bv� Silo PIS t2.2vAN1 cm O"orvnent u,E JUN 0-1, 20"i 3 Original T 1 O, u f LANDSCAPE ARCHITECTSSCHI+ ! 1 SATRE__ w ,yam z 0 w ww W m W0.fllrfa w o zomt==a �000Q} et O oat, Q=o0�Z cb fi 0<og� W} K w U w j w[n =lA� (� O C d' ,_d =cw�<xa LU:5E? ijwa W X nwzr}-�u+0 cai3020irCD I- !11 Cc U_ Z r N sycnZwNt�t c? zw"'pw�� ( n W J��zoo n�azm�� ? =X w- -zi -cr=0tea 2<p0 w i a w��<30P PROFFssi S��REO G' N p °yq 85480 1p DIGIAY IGNED OREGON 1. 13,1- 4gTH0 EXPIRATION DATE: IV31/2018 0 Z ..j °� I. a Q z o F- W 2 o. < Od �0,Q � J W � Z W CIC > #- o J ®c/i o mz t3 Q U LL. cn LAND USE REVIEW SET NOT FOR CONSTRUCTION Revisions # Date Description A O N N m L �Q R E o m M E 3 a �- m 3 m a q cc 0 ■ O, u N 00 'd- 0 0 r, / w Q U L7 0 0 J IZ / a Q U / a v �U) v I Q v � v Q L V T I m Lo E 00 r\ '} N o� a� o CO C111o N O') 0_LO v C -o 6 0 E � I S STREET 1J CURB INLET RIM: 450.40 EX. 10" PUBLIC WATER MAIN 1 ISO SD MH' .RIMI: 4501.45 a I RP 46 LF - 4"W SI . 24 U= - 1"W (TYP) W5 EX. 10" PUBLIC--, SANITARY MAIN i� ii S MH RIM: 450.65 lid v } SD MH RIM: 4.31-21 EX. FH V ... wf N I,. . IE 4" OUT=448.95 (N) S S -DRAIN -2 IE 4A=448.02 r*lI I''w11 SHEET NOTES 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kpffcom 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTIU11ES SHAD_ BE DONE PER DETAIL 1/C5.0. 2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 3. INSTALL THRUST BLOCKS ON ALL WATER LINES LARGER THAN 3 INCHES. 4. ELECTRICAL LAYOUT BY SPRINGFIELD UTILITY BOARD IS PRELIMINARY. O UTILITY KEYNOTES NOTE DESCRIPTION DETAIL 1 COORDINATE WITH SUB FOR CONNECTION TO EXISTING 6" WATER MAIN. DCD 6" DOUBLE CHECK DETECTOR ASSEMBLY IN ABOVE -GROUND ENCLOSURE. RG INFILTRATION RAIN GARDEN. RP 3" REDUCED PRESSURE BACKFLOW ASSEMBLY IN ABOVE -GROUND ENCLOSURE. CONNECT TO WASTE LINE. INVERT TO BE 36" S BELOW FF ELEVATION. SIZE AND LOCATION PER TYPICAL BUILDING CONNECTION DETAIL 1/C2.0. TE INSTALL PRIMED, TRAPPED SANITARY DRAIN IN TRASH ENCLOSURE. W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CAU_OUT XX XX -XX ID NUMBER (WHERE APPLICABLE) N=XXXX.XX ]--E=XXXX.XX LOCATION (WHERE APPLICABLE) RIM= IE IN = XX.X- STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL UTILITY LENGTH UTILITY SIZE XXLF - XX" XX --- UTILITY TYPE S=X.XX7 SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT CO , W FIRE HYDRANT LLJ MANHOLE GL FLAT TOP MANHOLE RP REDUCED PRESSURE BACKFLOW ASSEMBLY S -DRAIN SANITARY DRAIN STUB STUB L j WM WATER METER S MH RIM,: 450.83 v } SD MH RIM: 4.31-21 EX. FH V ... wf N I,. . IE 4" OUT=448.95 (N) S S -DRAIN -2 IE 4A=448.02 r*lI I''w11 SHEET NOTES 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kpffcom 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTIU11ES SHAD_ BE DONE PER DETAIL 1/C5.0. 2. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 3. INSTALL THRUST BLOCKS ON ALL WATER LINES LARGER THAN 3 INCHES. 4. ELECTRICAL LAYOUT BY SPRINGFIELD UTILITY BOARD IS PRELIMINARY. O UTILITY KEYNOTES NOTE DESCRIPTION DETAIL 1 COORDINATE WITH SUB FOR CONNECTION TO EXISTING 6" WATER MAIN. DCD 6" DOUBLE CHECK DETECTOR ASSEMBLY IN ABOVE -GROUND ENCLOSURE. RG INFILTRATION RAIN GARDEN. RP 3" REDUCED PRESSURE BACKFLOW ASSEMBLY IN ABOVE -GROUND ENCLOSURE. CONNECT TO WASTE LINE. INVERT TO BE 36" S BELOW FF ELEVATION. SIZE AND LOCATION PER TYPICAL BUILDING CONNECTION DETAIL 1/C2.0. TE INSTALL PRIMED, TRAPPED SANITARY DRAIN IN TRASH ENCLOSURE. W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CAU_OUT XX XX -XX ID NUMBER (WHERE APPLICABLE) N=XXXX.XX ]--E=XXXX.XX LOCATION (WHERE APPLICABLE) RIM= IE IN = XX.X- STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL UTILITY LENGTH UTILITY SIZE XXLF - XX" XX --- UTILITY TYPE S=X.XX7 SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT CO DESCRIPTION DETAIL REF. CLEANOUT TO GRADE FH FIRE HYDRANT MH MANHOLE MH -FLAT FLAT TOP MANHOLE RP REDUCED PRESSURE BACKFLOW ASSEMBLY S -DRAIN SANITARY DRAIN STUB STUB TEE TEE CONNECTION WM WATER METER WYE WYE CONNECTION 5 0C) VIM CW Gmc 9ev ela prn ert�-u-� Poj a o� JUN 07 yS10 Original Submittal 0yll") TYPICAL BUILDING CONNECTIONS UTILITY DETAIL SCALE 1INCH =30FEET SCALE: 1" = 10' 30 0 30 60 + LANDSCAPE ARCHITECTS + f i AT z 0 w w w �v�r.'r N � 1--0Co lffi z I <w g0.w=¢a zWZr=� K =r0 1;; Q O = r � a or` ? V � W000p} �' � O iZ�n-Qc-�UZ�¢nZy ]gmas 'wamOmUj ,n Q CR V N �mpz i G W a¢owooa az��s-cowo � W Cc H _LL zvao�o� c- � Q N d 8 �mmZWNu¢i z�W�uoi=COW d m a= w'X_j05w W oba�;tnz3ZO !O Oo p�Zr E O2' �.ZmjJ !i s- wo-w¢Owd FxomLU grw= to �. m 11 x �t FX -0 Ci v to C w to co IL 'w Ft mmFacDr 0 PRQFFss/ �C1� �61Ne Oy9 85480 9 f DIGIPA&LLY IGNED OREGON ,o 94NTHON't IRnno> __� 12/SfJ2ol s V W J F— 0. W Z® W � J a r, a. ® W o `j WQ E— o Q zImm w CL LAND USE REVIEW SET NOT FOR CONSTRUCTION Revisions # I Date I Description V t'O � L G =z N o m E a Z a a S STREETCURB ffid ET ' Rif: 450.40 is 4s. , i � a su r FiRIM: 4K 45 i E � EX. 27" PUBLIC, STORM MAIN] h� CONNECT TO EXISTING MH RIM=(450.4±) IE 27" IN=444.23 (S) (EX) IE 10" IN=444.23 (NW) (EX) SD OV -1 IE 10" IN=445.68 (E) RIM=449.00 IE 27" OUT --444.23 (N) (EX) IE 10" OUT=447.58 (S) FIELD VERIFY POINT OF CONNECTION SD CO -30 O-3 RG 9 LF - 10"SD IE 6" IN=449.01 (W) -_ --_ -- v a . - -- _ -v -IE 6" OUT=449.01 (E)- -=m _ _---------------------- ------------------- _- _ _. _ _-_- _- i --_ _ ___________ _ _ _�______--- _- r - \ n 337 LF - 10"SDm e�-\42 LF - 6"s0 FF=452.75! F*6'SD 52.25 s0 � FF=451.75 s0 5o LF - 8"sD s Sw �� SD CB-1� IE 8" OUT=448.53 (N) $1 LF - 6"SD _ 3_ ; $2 LF - 6 1.90 LF - 6"SD y € I I _ - 108 LF 6"SD _ rSD CO -44 IE 10 IN=447.56 (N) SD OF -2 IE 10" OUT=447.56 (W) IE 6" IN=448.50 (S) �SD OF -3 IE 8" IN=448.25 (S) SD OF -8 _.. IE 12" IN=448.6 3 (E) - -__--_________ _ - ------------------------- ------ -- , _ _ - -------------------_- ------82 LF - 12"SD_-----��� 1 i SD CO 29 k SD CO -42 IE 6" IN=448.58 (E) r IE 12" IN=448.84 (S) IE 6" (N=448.58 (W)_� 1 IE 12" OUT --448.84 (W) 11 s F IE 8" IN=448.50 (S) IE 8" OUT --448.50 (N) FF=451.40 FF=451.20 { IT -, �wi ; �I 53 !,F - 6"SD, I f ; , IE 12" OUT 449.00 (N) SD CO-3.t� SD CO -26 i °I !E 6 OUT=450.68 (E) I _ ` <�s 1 s S E tF 10 LF - 6"SD CD IE 6" IN=448.75 (W) SD " i i w w W ;N �d w � f tA1 .6°S� w w x� N w IE 6" OUT --448.75 (N) i s a SD CO -34 SD CO -32 SD CO -2$ '-SD CO -27 , IE 6 IN=450.11 (W) IE 6 IN=449.46 (W) IE 6 OUT --450.11 (E) �� ;� IE 6 OUT=449.46 (E)SIE_ 6 OUT=449.24 (W) -_� � --IE 6 OUT -449.02 (E) " " i j 7.00' PUE SD CO -25 SD CO -4 CO -6 _ FF=452.30 'can ti_ IE 8" IN=449.24 (S) IE 6" OUT=450.43 (E) IE 6" tN=449.71 (W)- " SD CO -8 A " SD �, OD IE 8 IN=449.24 (N) IE 6 tN=448.92 {W) S - `.� " SD CO -22 I SD CD `; i IE 8" OUT -449.24 (E) 3 JE 6- OUT=449.71 (E) " SD CO -18 S S z H IE 6 IN=448.92 E r, , 0 ; t O " IE 6 IN=448.81 S � Rte:.- " IE 6 OUT=449.43 W SD CO -20 " {) _j A ; ` IE 8 OUT --448.83 {S) {) " - IE 6 IN=448.81 (N) w _IE 6 OUT -449.08 E " o i---6-"SD- " "- 73 LF - 6 SD 79 LF -SSD I R� ttr� - I {) �- IE 8 OUT=448.73 (W) a I _. SW " FF=451.65 54 LF - 6 SD 75 LF - 6"SD 108 LF - 8"SD r '4 7.00' PUE E { sp SD CO -36 12110 c^o s 49 LF - 8"SD FF= 452.95 _ " } I-- SD FF=452.45 25 LF 6 s0 SD FF=451.85 I " L U " " L4 22 LF - 8 SD -- - w CD I 12 LF - 6 SD 42 LF - 6 SD � _ , � - , SD OF -1 I.° " " +� 51 LF 6"SD 78 LF - 6"SD M °�A i 0 ; IE 8" IN -449.00 W I ( ) I toy 70 LF - 6 SD _ 81 LF - 6 SD _ , _ i r•. 1 _ _ _ _, i _ _ . i SD CO- A IE 6" OUT 450.24 (E} S dj = " SD CO- { f; IE 6 IN=449.54 (V _� S M � IE 6" OUT=449.54 (E RISA: 45Mj SD CO -37 `IE 6" OUT="9.48 (E) , FF=453.55 72 LF - 6"SD 0tn 't i SD CO -1 IE 6" OUT=451.01 (E) j{1 JD FtitAf ? �. i i 4- U m Q 0 U) n 0 1 LU 0 0 / w Q U V) 0 r� f -- O eZ Q U W Q) CY 3 � �.) a)LL_ 1� �m �E 00} � N O h p 0 O \ N M 0--_ /LO / o-0 Q) a)o ON 3: 3: E 3 � 3 00 SD CO -3 I SD � SD CO -2 79 LF - 6"SD SD CO -3 IE 6" IN=449.50 (W) IE 6" IN=447.50 (E) IE 8" OUT=449.42 (N) 51 LF - 6"SD I 100.74 �.�12.50'�.� E. 51 LF - 6"SD SD SED -2 Acorn SD CO -10 Sp L27 LF - 6"SD °D I L-25 SED-1 FF=452.95 s° CO -11 " � 25 LF - 10 SD 27 LF 10 SD ,- 78 LF - 6 S SD CO -12 IE 6" OUT=449.10 (E) SD CO -9 IE 6" OUT=448.01 (W) SD MH -FLAT -1 RIM=452.91 SD CO -1 IE 8" IN=447.75 (S) IE 6" IN=448.30 (W) IE 6" IN=447.75 (W) IE 6" IN=448.30 (E) IE 8" IN=447.75 (N) IE 8" OUT 448.22 (N) IE 10" OUT447.62 (E) 76 LF - 8"SD p 138 LF - 8"S] � CCD V aid I SD MH -FLAT -2 RIM=452.04 IE 8" IN=447.81 (S) IE 6" IN=447.98 (E) IE 8" IN=447.81 (N) IE 10" OUT=447.65 (W) I FF=452.00 I� -SD CO -23 I �; , , RG IE 8" IN=448.76 (NE) � SD CO -41 IE8" ------OUT=448.76 (W) .IE 6" IN=448.95 (N) ,>r _ IE 8" OUT --448.87 (SW) SD ? f I SD CO -24 IE 8" OUT=449.75 (N) SD CO -15 IE 6" OUT -449.45 (W) SD CO -14 IE 6" OUT=449.77 (W) SHEET NOTES 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kpffcom 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1/C5.0. 2. STRUCTURES LOCA NS 110 ARE BASED ON CENTER OF STRUCTURE. 3. ELECTRICAL LAYOUT BY SPRINGFIELD UTILITY BOARD IS PRELIMINARY. O UTILITY KEY NOTES NQS, DESCRIPTION DETAIL REE.. CD CHANNEL DRAIN THROUGH SPEED HUMP AREA IGC INFILTRATION GALLERY CHAMBERS TYPE 310 BY STORMTECH. PROVIDE 28 CHAMBERS IN TWO ROWS. INFILTRATION GALLERY ISOLATION ROW TYPE 310 ISO BY STORMTECH. PROVIDE 14 CHAMBERS IN SINGLE ISOLATION ROW. RG INFILTRATION RAIN GARDEN. SD CONNECT TO STORM DRAIN/ROOF DRAINS AT GRIDLINES. SW CONVEYANCE SWALE TDS TRENCH DRAIN THROUGH SIDEWALK UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) 1 STRUCTURE TYPE CALLOUT XX XX -XX ...--ID NUMBER (WHERE APPLICABLE) N=XXXX.XX � E=XXXX.XX LOCATION (WHERE APPLICABLE) RIM= IE IN = XX.X--- STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL UTILITY LENGTH 1 UTILITY SIZE XXLF - XX" XX - UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CAI_I..OUT DESCRIPTION DETAIL REF, CO CLEANOUT TO GRADE MH MANHOLE MH -FLAT FLAT TOP MANHOLE OF OUTFALL OV OVERFLOW INLET SED SEDIMENT TRAP STUB STUB TEE TEE CONNECTION Date received JUN 47 2018 06ginal Submittal TM _ SCALE 1 INCH = 30 FEET 30 0 30 60 r� + LANDSCAPE ARCHITECTS f SCHIRMER Al R Z 0 w w r-Oooa� waci�O,n¢.. U!¢ U = � w ¢ m -<- UT z,-.nW CTO O tD wc9Ou,z��n r- Li. D 0 � W} ,...aWm2mg ,n V C 'Ct' =O�Ozw� ¢aOwOoa Iii � X = W..aF2 Vl � +- w o ¢ O O w j c.�z��u,o W cis i- LL EM tw�W z¢8%tZ,pQ r :ii Q J O m Z W N 41 K w O W ,A CV N/ V W� aw'+'`��zc=i LL! = JN�ZOo S � E ONZ4'Z f -.O _w a w¢ O w¢ w w _ i N�M0nf wp 0¢00 a Ili M i eo<texc�0aga } F- OW FROFFSSi �6INEF �y9 85480 l DIGI L ED OREGON A4 4AfTH00 EXPIRATION DATE: 1?f$ O18 Z 4 rJ a W L Q I-, (L Z Z0 W W IL IL ~ ° W ® o W�129 > H o LU U) Q= W LL C0 v LL (05 LAND USE REVIEW SET NOT FOR CONSTRUCTION Revisions # Date Description c _ N 3 m i G CD r m E N o m 3 Zco m a' m m s d Q U O d C3mO r� S STREET U m Q 0 0 0 d- 0 0 r` / w U V) 0 r� 0 0- / 0 Q v / E � U) 011 U) �m LoE i0 00 00 N CD0 / r- CO O \ N 0') Q\ /Ln u O -o QJ 0 (ID al OT SD Ill 10 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kpfcom GRADING ] L LABEL . LEGEND X.XO- GRADING SLOPE AND DIRECTION (DOWNHILL) SHEET LEGEND DRAINAGE FLOW DIRECTION — — — — — — — — — — — GRADE BREAK EX. CONTOUR MINOR — -- — -- -5C ,_, -- --- -- --- ----- EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) —<-----< -- CONVEYANCE SWALE SII- IS�ooaa�q-PfPa S�-}e, Pias �.uviec�) CivlG JUN 07 2018 OdginalSubmiltal NSCALE 1 INCH = 30 FEET 1 t 30 64j' SPOT ELEVATION +LANDSCAPE ARCHITECTS + 1 1 r DESCRIPTION LISTED BELOW. S Al R F IN 11, NO DESCRIPTION MEANS TP OR TG f—XX. XX XX BOS BOTTOM OF SWALE BOW BACK OF WALK BS BOTTOM OF STEP BW BOTTOM OF WALL EG EXISTING GRADE FF FINISHED FLOOR FL FLOW LINE G GUTTER HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TG TOP OF GROUND TP TOP OF PAVEMENT TS TOP OF STEP TW TOP WALL f—(XX(,Xf) EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND DRAINAGE FLOW DIRECTION — — — — — — — — — — — GRADE BREAK EX. CONTOUR MINOR — -- — -- -5C ,_, -- --- -- --- ----- EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) —<-----< -- CONVEYANCE SWALE SII- IS�ooaa�q-PfPa S�-}e, Pias �.uviec�) CivlG JUN 07 2018 OdginalSubmiltal NSCALE 1 INCH = 30 FEET 1 t 30 64j' +LANDSCAPE ARCHITECTS + 1 1 r CHI� S Al R F IN 11, O --000�� wao2-1-a Z�0��a 0 U, SO�l=- aZo"ooQ O i` WZowr m O z=��N: Q ��g<Zs� CO (0 } �aQoo w �awmavwi O = O ¢ p Z w W w �F-syo� ar X azF--nwo ca29TIMn E- w � zQm<oQsw ZWw r I_ JyNZ W NyQp 1- Z N U 0) tt} i4 anti=��26 W L coC = jw�Zpo o���Z�o i wn W ¢Ow< CA = r % �NZ�u Z WQ Q PROFFS 1 N 85480 DIA SIGNED OREGON 10 �4#THON'� EXPIRATION DATE: IZf$ O18 t� J Z J Uj F' CL Q W J 2 I � IL W 0 V LLJ 6- Z W Lou W�jo Q V � LL LL. z 0Lj.� LAND USE REVIEW SET NOT FOR CONSTRUCTION Revisions # Date Description Cl! 3 m i O o� is a Cl! o > C zA Z m 13 m L _ t ® V m � L IL c c i c C4mO 4 MANHOLE FRAME AND COVER AS SPECIFIED 26" MAX I LADDER — RUNGS, w 12" OC, Q TYP. PREFORMED RUBBER GASKET GROUT FRAME, TYP. r- FINISH GRADE 48" MIN. \�1 GRADE RINGS 3" MIN. 12" MAX. PRECAST SECTIONS, HEIGHT VARIES. SEE NOTE 1. MANHOLE BASE. SEE NOTE 2 NOTE 3 .3 ==--- X" BASE ROCK NOTE 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE BASE DETAILS. 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED JOINT WITHIN 18" OF MANHOLE VAULT.. STANDARD MANHOLE SCALE: NTS MANHOLE FRAME AND --\\ COVER AS SPECIFIED GRADE RING AS GROUT FRAME REQUIRED �-- (2) #5 HOOPS $" r7 iCHi.TIM MIN. ! a� f ` 1' PRECAST OR CAST IN PLACE 12" ENGINEERED 48" I.D.ASE. 4000 PSI FILL MIN. CONC. NOTES: 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. FLAT -TOP MANHOLE J I SCALE: NTS Ln U m Q 01 0 L 0 1 00 0 0 / Ld Q U m 0 / 0 / r� Q U 6 C cU Q) C- Q) . V) (D LL. �Q W I sM tn E 1 a 00 00 N 0 CO o N 07 Q� /Ln U 0 o PLACE 4"-2" BALLAST \ {i 0 RIM ELEV. Z°' AGGREGATE PER PLAN 2 ON LOW SIDE OF INLET TO #5 REBAR M fn 12" w G J = J x MAX. >OUdtt'Q 3 £' 8" THICK PRECAST ;f`! TYP ;F — y 0ow3t TOP RUNG ,Uwr..Ewwa CONCRETE SLAB ¢goyw=0Ll <50'--�-Nwo , M omzzWLU0 omw`twww LL r Z8%8toa'� UJ-ZZwN N Q N 0W� N U O w zaWiu3�� MAX. ' C� RUNGS AT r� { PREFORMED RUBBER w�aww¢oww< YJ W�Nv� y&6=0to a�y 12" O.C. w �a-0 a: V 4. 2 5 GASKET 0= BOTTOM 12 MIN. DIGI LLY ED OREGON 00 RISER 12" �, �: ..� 4NTHOO EXPIRATION DATE: !?fmol8 ; r z,{ 12" MIN. MIN. 3" MIN. CL ENGINEERED— W °. Q FILL ~ 1—" ,f WW ® W c9, W W �O 8" MAX TYP. .J w e.. M V z ..�. LL. 2 LL u) $" r7 iCHi.TIM MIN. ! a� f ` 1' PRECAST OR CAST IN PLACE 12" ENGINEERED 48" I.D.ASE. 4000 PSI FILL MIN. CONC. NOTES: 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. FLAT -TOP MANHOLE J I SCALE: NTS Ln U m Q 01 0 L 0 1 00 0 0 / Ld Q U m 0 / 0 / r� Q U 6 C cU Q) C- Q) . V) (D LL. �Q W I sM tn E 1 a 00 00 N 0 CO o N 07 Q� /Ln U 0 o PLACE 4"-2" BALLAST \ {i 0 RIM ELEV. Z°' AGGREGATE PER PLAN 2 ON LOW SIDE OF INLET TO °° M fn CONCEAL PIPE w G J = J 0r 0Wn2 �=� FINISHED >OUdtt'Q 3 £' GRADE _ -' ;f`! TYP ;F O(0 y 0ow3t ,Uwr..Ewwa C d W LO ¢goyw=0Ll <50'--�-Nwo : X W M omzzWLU0 omw`twww LL r Z8%8toa'� UJ-ZZwN N Q N 0W� N U 1 � D � ` � 'D a 0 ,1 0 'D 0 ;,.D0 0'?r 01 0 0 0> 01 e IE (OUT)= PER PLAN (D KEY NOTES 1 12" NYLOPLAST DRAIN BASIN, OR APPROVED EQUAL 2 12" LIGHT DUTY DOMED GRATE MODEL 1299CGD BY ADS, OR APPROVED EQUAL OVERFLOW INLET SCALE: NTS OO KEYNOTES I INSTALL 2" THICK LAYER OF PEA GRAVEL OR OTHER NON—FLOATING MULCH. 2 STORMWATER FACILITY GROWING MEDIA PER SPECS. 3 DRAINAGE LENS COURSE Q" -- NO. 4 OPEN GRADED AGGREGATE). 4 DRAINAGE FILL PER SPECS. 5 PLANTING SEE LANDSCAPE PLANS. 6 DRAINAGE FABRIC, WRAP UP SIDES AND OVERLAP TOP DRAINAGE LENS 12" MIN. TYPICAL STORMWATER FACILITY SECTION SCALE: NTS RESURFACING MATCH EXISTING PAVEMENT SECTION EXISTING AC —\ PAVEMENT LINE w w \ {i 0 J Z°' J 0? wUa � Q v i0 z °° M fn w G J = J PAVED � UNPAVED AREAS AREAS 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kpff.com DETECTABLE WARNING TAPE D 6" „ MIN. —"� MIN. TYPICAL PIPE BEDDING AND BACKFILL SCALE: NTS HARD SURFACE I LANDSCAPE AREA CAST IRON FRAME AND MECHANICAL PLUG COVER TO FINISHED I WITH GASKET GRADE IN PAVED AREAS RISER O.D. AC PVM'T OR CONC. PAVING —\ y" MIN. CAST IRON FRAME 2 OR OTHER SURFACING SET IN CONCRETE MAX. 2" MIN. T— #4 HOOP 6" MIN. n R o CENTERED IN 3000 t01 1 F -PSI CONCRETE PAD. r 4" MIN. PROVIDE J/4" MIN. � � n. i CLEARANCE FOR ` CONCRETE PAD CARRIER PIPE WYE BRANCH AND RISER PIPE . - RISER PIPE - TRENCH BACKFILL 45' BEND INSTALL PLUG WITH GASKET 1F END OF LINE1 i fr al T ;r '~—SERVICE CONNECTION IF REQUIRED BEDDING MATERIAL NUS: 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH CARRIER PIPE. 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6"0. 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. STANDARD CLEANOUT (COTG) SCALE: NTS Date Received JUN 07 rj t + -F LANDSCAPE ARCHITECTS -F SCHIRMER SATRE 2 0 wU w z0000wa 0r 0Wn2 �=� >OUdtt'Q �- d. (` W.�pOy a Z= �.! �i i O. z V co 6 8 6 O(0 y 0ow3t ,Uwr..Ewwa C d W LO ¢goyw=0Ll <50'--�-Nwo : X W M omzzWLU0 omw`twww LL r Z8%8toa'� UJ-ZZwN N Q N 0W� N U O w zaWiu3�� 05 W � B E j�N�Zoo ocnzo.z�o g ix w�aww¢oww< w r (> W�Nv� y&6=0to a�y O w �a-0 a: V 4. 2 5 tl�Md =w y O U0.Q2�=CZ IA to Q'Q S'U' t- ,�tiRED PROFFss �v\5 G 1 N e ,Oy9 ���85480 l DIGI LLY ED OREGON 00 4NTHOO EXPIRATION DATE: !?fmol8 J � W CL z W °. Q a ti ~ a WW ® W c9, W W �O C#) .J w e.. V z ..�. LL. 2 LL u) LAND USE REVIEW SET NOT FOR CONSTRUCTION Revisions # Date Description 00 M O N N N m E t6 m O m a C5mO CROSS CONNECTION CONTROL REQUIREMENTS Protect Public Health A backflow assembly is plumbing equipment the customer has installed on their water service that prevent$ unwanted substances from entering the public water supply and degrading water quality. Without proper backflow protection your Plumbing system could endanger the health of others in the community who are using the public water supply. Requirements Springfield Utility Board (SUB) defines non-residential services as Commercial, Industrial or Public. Commercial services include mixed-uselmulti tenant properties (including those with stand-alone vending carts) and Multi -Family Housing (more than 4 (four) units). 1. A premise isolation assembly shall be installed on private property at a location immediately adjacent to the water service connection. No branch lines, outlets or connections are permitted between the water service connection and the premise isolation assembly. 2. A Double Check Detector Assembly (DCDA) or Reduced Pressure Detector Assembly (RPDA) is required for premise isolation protection. 3. For full flow metered services, please call the Water Division for the type of backflow� assembly to install. 4. All backflow assemblies are required to be installed above ground and housed in an insulated enclosure that provides freeze protection. S. Backflow assemblies and installations shall be in combined accordance with the rules and requirements of SUB Policy, the Water Division's Cross Connection Control (CCC) Program Standards, regon Administrative Rules (OAR) for Cross Connection and Backfiow Prevention and Oregon Plumbing Specialty Codes (OPSC). 6. Assemblies shall be tested by a Certified Backflow Assembly Tester at the time of installation at least annually, after repairs or relocation, and/or after a backflow incident) with the passing test results submitted to the Water Division within 10 (ten) days of testing. Upon receipt of the passing test report the Water Division shall inspect and verify the installation. 7. Enclosures shall provide protection for the backflow assembly from severe environmental conditions (freezing). 8. Enclosures shall be kept free of any debris, shall not contain loose fill materials of any kind, and shall not have objects that interfere with these installation requirements. 9. Clearances may be waived (excluding ground clearances) for an enclosure if the enclosure can be removed for assembly testing and maintenance access. 10. For outdoor locations in an enclosure or vault, a bore -sighted drain to daylight (finished grade), able to discharge the full rated flow of the relief valve, is required. 11. Assemblies shall be readily accessible'with adequate room for testing and maintenance. All clearances apply to outside, in -building, vertical and horizontal installations. Refer to the attached Double Check Detector Assembly (DCDA) and Reduced Pressure Detector Assembly (RPDA) standard drawings For complete backflow assembly requirements please refer to SUB's CCC Program Standards.available on SUB's website at: http://www.subutil.com/water/cross-connection-control-and-backfiow-protection/ A City of Springfield plumbing permit is required for backflow assembly installation. In partnership with the City, the Plumbing Inspector will be notified of all inspections performed by the Water DivisioWs Cross Connection Control Specialist. In cooperation with the City's Plumbing Inspector, the Water Division is asking that upon initial installation of an Assembly, a copy of the initial test report be attached to the assembly. This test report will be collected by the Plumbing Inspector prior to approval of the installation. If the assembly is in an exposed location, please place the test report in a sealed plastic bag for protection. FIRE DOUBLE DETECTOR CHECK ASSEMBLY SCALE: NTS 0 0 _J it C) C: Q) 70 43 li U) Q) LL_ U) M E 0 000') CD 0 00 C11J 0') LO 0 Q) 0 F NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. RIGHT OF WAY/PROPERTY/EASEMENT LINE BY-PASS ARRANGEMENT WITH DETECTOR METER & ASSEMBLY 24"MIN WATER VALVE 12" MIN FIRE DEPARTMENT PUMPER CONNECTION OVERHEAD VIEW SUB 1 CUSTOMER INSTALLATION CLEARANCES ,RESPONSIBILITY; RESPONSIBILITY 3"MIN FIRE DEPARTMENT PUMPER CONNECTION W UJ 1 412"MIN d WATER VALVE I Y PROFILE VIEW SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pro -installation Cross Connection Control Requirements - Section XII Location of Backflow Assembly - Section X111 Backflow Assembly Installation 'Guidelines - Section XiV Post -Installation Cross Connection Control Requirements Sections XI - XIV, in addition to the complete Cross Connection Control Program Requirements. are available at: http:/AWm.subutil.com/Wwater/cross-cohnection-control-and-backflow-protection/ SCALE: N. T. S. a 9ACKFLOW ASSEMBLY STANDARD DRAWING DRAWING NUMBER DRAWN BY. EJN S A I R 1 DOUBLE CHECK WNW 2.02 WATER OUALITY-',-, DETECTOR ASSEMBLY ENGINEERING­""`� -t 1WRINC.FIVI 17 I -MI 1TV 110XRn 2" AND LARGER RFVISFD-6/2/2015 *r 1 lur`sd ULIUIA Z — jun uz. zviz — SPRINGFIELD UTILITY BOARD IVA TER DI VISION 202 S. 18111 STREET SPRINGFIELD, OR 97477 PH: 541-726-2396 COMMERCIAL, INDUSTRIAL & PUBLIC BACKFLOW ASSEMBLY INSTALLATION CROSS CONNECTION CONTROL ENTS Protect Public Health A backflow assembly is plumbing equipment the customer has installed on their water service that prevents unwanted substances from entering the public water supply and degrading water quality. Without proper backflow protection your plumbing system could endanger the health of others in the community who are using the public water supply. Requirements Springfield Utility Board (SUB) defines non-residential services as Commercial, Industrial or Public. Commercial services include-mixed-use/multi tenant properties (including those with stand-alone vending carts) and Multi Family Housing (more than 4 (four) units). 1. A premise isolation assembly shall be installed on private property at a location immediately adjacent to the water service connection. No branch lines, outlets or connections are permitted between the water service connection and the premise isolation assembly. 2. A Reduced Pressure Backflow Assemblies (RPBA) is required for premise isolation protection. 3. All backflow assemblie re required to be installed above ground and housed in an insulated enclosure that provides freeze protection. 4. Backflow assemblies and installations shall be in combined accordance with the rules and requirements of SUB Policy, the Water Division's Cross Connection Control (CCC) Program Standards, Oregon Administrative Rules (OAR) for Cross Connection and Backflow Prevention and Oregon Plumbing Speci , alty Codes (OPSC). S. Assemblies shall be tested by a Certified Backflow Assembly Tester at the time of installation (at least, annually, after repairs or relocation, and/or after a backflow incident) with the passing test results submitted to the Water Division within 10 (ten) days of testing. Upon receipt of the -passing test report the Water Division shall inspect and verify the installation. 6. Enclosures shall provide protection for the backflow assembly from severe environmental conditions (freezing). 7. Enclosures shall be kept free of any debris, shall not contain loose fill materials of any kind, and shall not have objects that interfere with these installation requirements. 8. Clearances may be waived (excluding ground clearances) for an enclosure if the enclosure can be removed for assembly testing and maintenance access. 9. For outdoor locations in an enclosure or vault, a bore -sighted drain to daylight (finished grade), able to discharge the full rated flow of the relief valve, is required. 10. Assemblies shall be readily accessible with adequate room for testing and maintenance. All clearances apply to outside, in -building, vertical and horizontal installations. Refer to the attached Reduced Pressure Backflow Assembly (RPSA) standard drawings For complete backflow assembly requirements please refer to SUB's CCC Program Standards available on SUB website at: A City of Springfield plumbing permit is required for backflow assembly installation. In partnership with the City, the Plumbing Inspector will be notified of all inspections performed by the Water Divis , ion's Cross Connection Control Specialist. In cooperation with. the City's Plumbing Inspector, the Water Division is asking that upon initial installation of an Assembly, a copy.of h initial test report be attached to the assembly. This test report will be collected by the Plumbing Inspector prior to approval of the installation. if the assembly is in an exposed location, please place the test DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY SCALE: NTS 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kpff.r,om vivf I I NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. I RIGHT OF WAYIPROPERTY/EASEMENT LINE lw� 6"MIN S.U.B. WATER0 METER f"MIN OVERHEAD INSTALt4TION CLEARANCES VIEW 3" MIN SUB CUSTOMER T RESPONSIBILITY 1 RESPONSIBILITY 3- MIN 12" MIN =LL1 IIIE II .. IIE111 Ltl=lll =1 I it I 1—= PROFILE S.U.B. 1 VIEW WATER r METER SUB CROSS -CONNECTION CONTROL PROGRAM STANDAF 3" MIN - Section XI Pre -Installation Cross Connection Control Requirements - Section X11 Location of Backfiow Assembly - Section X111 Backfiow Assembly Installation Guidelines - -Section XIV Post -Installation Cross Connection Control Requirements Sections XI - XIV, in addition to the complete Cross Connection Control Program Requirements, are available at: hitp:/Iww%v.subutil.com/water/cross-cohnettion-control-and-backflow-protecfion/ SCALE: N.T.S. ! I BACKFLOW ASSEMBLY STANDARD DRAWING DRAWING NUM DRAWN BY. EJN REDUCED PRESSURE WATER QUALITY: BACKFLOW ASSEMBLY uVW1 2 V ENGINEERING. 2" & SMALLER I REVISED: 6 /2/2C 2inch and smaller W2.00.dwg — Jun 02, 2015 — 10,510M Plotted by Erko FTF OWG. 0.1. R L bo�� Sck., Pfkn Reewew Cfvt -XV40 FM W t � P5(PWI? r, 17 *1 JUN 07 2 ,.,) . J M. a + LANDSCAPE ARCHITECTS + SCHI M[R S A I R 1 URI 0. - 10, R 10. <W Z <N. 4 .0 L� I.- t -,c LU Z wo 51 1.- M 0 =, 0 CD Z ZU ca < X -- 0: X (o 4002>.MW9WUi 2 2.vc 9 9 040 0 -_0aWWM=2M 51 12 < W W a) LO 0) 'OtrilO�-a 1- 92 -LU M W W" Coe LL E Z< N O8 I w 5� 10- Cl) tu atm_ 10,-g --4 E 6 W- -LZ" im!� =>- a- 0 L = U - 0 LU - I- Z. 0 I— U_ co ix 0 2 1 < b PROFESS GIN ,p 0<1 85480 DIGlf&SIGNED OREGON 13 EXPIRATION DATE: .J .J W U) CL Z 0 WW 2 CL O. 0 W 0) Z 1 0 W Lu X > 0 .Jo X w > 0 '(9 Z X LAND USE REVIEW SET NOT FOR CONSTRUCTION Revisions # Date Description G CM o .6 E CL Ln C� E CL CL C 5mi co O O / w <L U V) C: 0 0 Cr 0 Lt - < i a -Cm E I d co m � N a a r00 o \ N � Q\ / a� o RIM=PER PLAN. 30" DIA. "STANDARD" GRATE LID BY NYOPLAST OR APPROVED EQUAL FlNISHED GRADE 18" 6" 1 MIN. TYP. REMOVABLE DEBRIS TRAP BY NYLOPLAST OR APPROVED EQUAL rCONCRETE COLLAR. 3000PSI CONCRETE r #4 REBAR LOOP TO INFILTRATION Y r ` A B + LANDSCAPE ARCHITECTS + Z GALLERY 6"(150 mm) 9.6" (244 mm) 5.8" (147 mm) ? }' ¢ SC31OEPE06B / SC31 OEPE06BPC -- 0.5"(13 mm) SC31 OEPE08T / SC31 OEPE08TPC3.5" 8" (200 mm) 11.9 (302 mm) (89 mm) Q==��z o� 0 tf? SC310EPE08B / SC310EPE08BPC -- 0.6"(15 mm) SC310EPE10T / SC310EPE10TPC 10" (250 mm) 12.7" (323 mm) ...___.__. ,L, r �. �yfAz W IVB F-. SC310EPE10B / SC310EPE10BPC -- 0.7"(18 mm) SC310EPE12B 12" (300 mm) 13.5" (343 mm) w 0.9"(23 mm) XwdW= �0 aww�u~i=y0 Ql _ = N w FO W ; '3 U to C I'm, m dy0 a: E5=- 0=0 C (0) MIL =wYFOa p PRD�Fss, GIN I N E Oy9 Zkol 85480 DIGIVALLY SIGNED OREGON 4NTHON'� rEXPIRA O DATE: 12018 V J � W f IE (IN)= PER PLAN IE OUT= Z O Ly Fm ® PER PLAN W O W® O w > O W o 30" MIN. SUMP 3011 NOTE 1 COMPACT SUBGRADE ENGINEERED FILL NOTES: 1. PVC CATCH BASIN BY NYLOPLAST, OR APPROVED EQUAL SEDIMENT TRAP SCALE: NTS 90.7" (2304 mm) ACTUAL LENGTH ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION PORT. FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO 10" (250 mm) USE INSERTA TEE CONNECTION CENTERED ON A CHAMBER CREST CORRUGATION 9 9.9" (251 mm) 15.6" (396 mm) 45.9- (1166 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 34.0"X 16.0"X 85.4" CHAMBER STORAGE 14.7 CUBIC FEET MINIMUM INSTALLED STORAGE* 31.0 CUBIC FEET WEIGHT 35.0 lbs. 85.4" (2169 mm) INSTALLED LENGTH C= BUILD ROW IN THIS DIRECTION *ASSUMES 6"(152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) 16.0" (406 mm) /% 34.0" (864 mm) (864 mm X 406 mm X 2169 mm) (0.42 m3) (0.88 m3) (16.8 k9) STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" START END PART # STUB A B + LANDSCAPE ARCHITECTS + C SC31 OEPE06T / SC31 OEPE06TPC 6"(150 mm) 9.6" (244 mm) 5.8" (147 mm) JW Vd~t- 1d- o O P, d' < SC31OEPE06B / SC31 OEPE06BPC -- 0.5"(13 mm) SC31 OEPE08T / SC31 OEPE08TPC3.5" 8" (200 mm) 11.9 (302 mm) (89 mm) Q==��z o� 0 tf? SC310EPE08B / SC310EPE08BPC -- 0.6"(15 mm) SC310EPE10T / SC310EPE10TPC 10" (250 mm) 12.7" (323 mm) 1.4"(36 mm) r �. �yfAz W IVB F-. SC310EPE10B / SC310EPE10BPC -- 0.7"(18 mm) SC310EPE12B 12" (300 mm) 13.5" (343 mm) — 0.9"(23 mm) ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC310EPE12B THE 12"(300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25"(6 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL SC -310 TECHNICAL SPECIFICATION NTS INFILTRATION GALLERY CHAMBERS SCALE: NTS ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) SEDIMENT TRAP TO BE INSTALLED PER DETAIL, THIS SHEET SUMP DEPTH OF 30" MIN 12" (300 mm) 0 >C-310 Uf) rAP SUBGRADE SOILS (SEE NOTE 4) 6" (150 mm) MIN SC -310 STANDARD CROSS-SECTION NTS COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 5' (1.5 m) MIN WIDE SC -310 CHAMBER SEDIMENT TRAP 12"(300 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -FABRICATED END CAP PART #: SC310EPE12B PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.kpff.com 611 1811 81 •/IAI MAX DEPTH OF STONE 6" 12" (300 mm) TYP SC -310 ISOLATOR ROW DETAIL NTS CONCRETE COLLAR PAVEMENT CONCRETE SLAB 8"(200 mm) MIN THICKNESS FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE �m " FAA mi --.A y SC -310 END CAP 1 ■"V fJ'l1 "1 XV vi nvV vL.vV 1 111 I I It. 1 IVV J IJYYTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4'(1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATION 12"(300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG61P SOLID COVER: 1299CGC GRATE: 1299CGS 6" (150 mm) PVC SCH40 PIPE (BY OTHERS) h1c, C�p� '0IB- OD�o8q�1yP2 5k Plu.n �evleW Gffr leve Iopment 7of8 .O .. L; •` JUN 07 2018 �wwl� z r + LANDSCAPE ARCHITECTS + 1 1 � Z 0 W W W JW Vd~t- 1d- o O P, d' < Uj MCL z �,=E<0 oa�ZZm 0 Q==��z o� 0 tf? �awmotwn Oto =OacOZ W� V Wt ¢=d 1✓� WW0) 4�'OWOt+-a w�1-xv�0� nzrl"cnlu0 u�zw0:U, X F LLCo 7 � Z000��1- r �. �yfAz W IVB F-. t11 O ui et 8 m 6 ¢2 �W Jw LOW w>a��F� d? = d. '� as=a--z' er �az XwdW= �0 aww�u~i=y0 Ql _ = N w FO W ; '3 U to C I'm, m dy0 a: E5=- 0=0 C (0) MIL =wYFOa p PRD�Fss, GIN I N E Oy9 Zkol 85480 DIGIVALLY SIGNED OREGON 4NTHON'� rEXPIRA O DATE: 12018 V J � W CL Z O Ly Fm ® W W O W® O w > O W o �„ LU L= V Z U. —w ICOOL� LAND USE REVIEW SET NOT FOR CONSTRUCTION Revisions # Date Description m LC tQ E N Lm m Ir3 z m in a c`► v a a � I ■ L0 U m a FZ 0 0 O / 0 a. / 0 a U 0 Q) C)f� Q) .N LLnELL - Ln E I O 000-3 ow O �00 o� C11 ILO U / 0 7 Q) O O offe7 HSS 6x 2x ' GRIND SMOOTH (TYP. BOTH ENDS) SINGLE BEVEL GROOVE WELD SIDEWALK --� WITH THICKENED EDGE (TYP. BOTH SIDES) FRONT M HV MINIMUM )VTHICK END PLATE SIDE METAL INLEVOUTLET 1/4- (TYP. 4 PLACES) SEE PLAN CONCRETE SIDEWALK 1.57. 4" MIN. THICKNESS f� d. sd q e e v e - e v 44 e v -moi Q 3" SUBBASE COURSE NOTES 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY, UNLESS NOTED OTHERWISE. CONCRETE SIDEWALK SCALE: NTS 1J PAVEMENT RIM/TC=SEE PLAN TP=SEE PLAN SIDEWALK WIDTH PER PLAN METAL INLET/OUTLET. SEE BELOW 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.k,off.com AC COURSE: 3" OF X* DENSE GRADED, LEVEL 2 HMAC f J ` Jvl n ✓ t' n O �c ' � c e `!� r o O 'j e fl ' COMPACTED 12" OF SUBBASE GEOTEXTILE FABRIC SUBGRADE COURSE ASPHALT PAVEMENT SECTION SCALE: NTS 8" THICK PORTLAND CEMENT CONCRETE e 4 < 4.: d , v e , , A e e: .4. e O d b 4 •• e ' G J COMPACTED 12" OF BASE GEOTEXTILE FABRIC SUBGRADE COURSE NOTES: 1. - CONSTRUCT CONTRACTION JOINTS AT 12' MAX. SPACING AND AT RAMPS. - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. CONCRETE PAVEMENT SECTION - DRIVEWAYS RIP -RAP SHALL BE 4" TO 8" BALLAST AGGREGATE Gr 0.5% MIN. U LANESCAPING CONCRETE 2' MIN SCHIRMER A 1 I ll z SPILLWAY WITH CONCRETE , TAPERED RELIEF 1" CONCRETE TAPERED RELIEF 1, " CHANNEL SIDEWALK WIDTH 0 /� (� rO••��¢Oa� 1 TAPER FROM TP y (1) r i'Ci' zw V V m 2 r s ¢40WOi'-a W (D Lf) PER PLAN ON PLANS PLANTER WALL 6" DEEP X _LL Q --m N Ci O I C� � ¢m5W>&ow Z>WwWirH� 18" WIDE zwvicsW�v ���j TRENCH a J = Z J SECTION A -A o�zazr0 � Y4 BLOTS, FLUSH �w2cow -j WU N V N�Fo U- W-ZM�Z< n WITH TRENCH )lr GAP om2z~wz mrnnca�c�r GRATE. SEE GRATE, THREAD 4 lk' 85480 { RIP -RAP AREAS, TYP. INTO FRAME 13010` OTHON'� BELOW V DEPTH PER C3 J LU TRENCH GRATE FMANUFACTURER EXPANSION JOINT FRAME &GRATE. W w A TYP. EACH SIDE ( ) SEE BELOW ,t" `5f'ff �'s THICKENED SIDEWALK AT 1' TOP OF CURB A SIDEWALK WE—o CHANNEL AND SIDEWALK 1/4- THICK ,, �_;;'; ANGLE IRON IJ. z iR �- ~- t� LL FRAME AROUND LAND USE REVIEW SET NOT FOR CONSTRUCTION TRENCH # Date Description PERIMETER _/1" SHELF GUTTER GRADE t 1' 6" 6" 1' #3 REBAR, 6" ---' b co co (6 C:' � TAPERED RELIEF m a N o > AT INLET m FRAME AND GRATE m m r` � wco SECTION B -B m w o CL` o v METAL a C5m3 INLET/OUTLET. SEE BELOW r W to U SIDEWALK B PLAN PAVEMENT RIM/TC=SEE PLAN TP=SEE PLAN SIDEWALK WIDTH PER PLAN METAL INLET/OUTLET. SEE BELOW 1201 Oak Street, Suite 100 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 www.k,off.com AC COURSE: 3" OF X* DENSE GRADED, LEVEL 2 HMAC f J ` Jvl n ✓ t' n O �c ' � c e `!� r o O 'j e fl ' COMPACTED 12" OF SUBBASE GEOTEXTILE FABRIC SUBGRADE COURSE ASPHALT PAVEMENT SECTION SCALE: NTS 8" THICK PORTLAND CEMENT CONCRETE e 4 < 4.: d , v e , , A e e: .4. e O d b 4 •• e ' G J COMPACTED 12" OF BASE GEOTEXTILE FABRIC SUBGRADE COURSE NOTES: 1. - CONSTRUCT CONTRACTION JOINTS AT 12' MAX. SPACING AND AT RAMPS. - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. CONCRETE PAVEMENT SECTION - DRIVEWAYS RIP -RAP SHALL BE 4" TO 8" BALLAST AGGREGATE FRAME AND GRATE NOS 1. CAST IRON, NATURAL FINISH. 2. NO OPENING GREATER THAN 3. PROTECT THREADED HOLES IN FRAME FROM CLOGGING DURING FRAME INSTALLATION. 4. GRATE TO BE RATED FOR H-20 LOADING, WITH A NON—SUP SURFACE HAVING A STATIC COEFFICIENT OF FRICTION BETWEEN 0.60 AND 1.0 PER ASTM C1020. 5. GRATE TO BE ADA COMPLIANT. 6. GRATE TO BE APPROVED BY KPFF AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SIDEWALK TRENCH DRAIN SCALE: NTS SCALE: NTS 5" THICK PORTLAND CEMENT CONCRETE d 0 ; d. e0 e . _a V . :d a a Q- v 4, e A _ ve •: a '. v . . d e-. 6. nn •a c o._u COMPACTED 10" OF BASE GEOTEXIILE FABRIC SUBGRADE COURSE 1. - CONSTRUCT CONTRACTION JOINTS AT 12' MAX. SPACING AND AT RAMPS. - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. CONCRETE PAVEMENT SECTION — CAR PARKING SCALE: NTS 1.8" R=w 6:1BATTER BACKFILL TO R=8" TOP OF CURB PAVEMENT R=3";s E. e ., '•ti i -- 4•' e a d' 13.2 . o u 4" OF SUBBASE COURSE 24" NOTES 1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS DIRECTED. 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE ENGINEER. ---\V ROLL CONCRETE CURB AND GUTTER SCALE: NTS r +fie 00 811"18' ooao -lypa- Jb� 1 VV Y (ZbV1eW wc" '�Xnw prn`tInl �tb P0 6 Of 6'JUN 07 2016 Date Received r Gr 0.5% MIN. + LANDSCAPE ARCHITECTS + 2' MIN SCHIRMER A 1 I ll z CONCRETE , TAPERED RELIEF 1" CONCRETE Z���rco ire=rc Lx d O i� " CHANNEL Z�0 W� 0 /� (� rO••��¢Oa� 1 TAPER FROM TP y (1) r i'Ci' zw V V m 2 r s ¢40WOi'-a W (D Lf) SHOWN ON PLANS PLANTER WALL 6" DEEP X _LL Q --m N Ci O I C� � ¢m5W>&ow Z>WwWirH� 18" WIDE zwvicsW�v ���j fin�M/yo�' mow/ i a J = Z J SECTION A -A o�zazr0 � Y4 BLOTS, FLUSH �w2cow -j WU N V N�Fo U- W-ZM�Z< ♦♦ .tea V a + 0 WITH TRENCH )lr GAP om2z~wz mrnnca�c�r DRAINAGE FABRIC UNDER GRATE, THREAD 4 lk' 85480 { RIP -RAP AREAS, TYP. INTO FRAME 13010` OTHON'� i:Viw,nON DATE: IZM018 V DEPTH PER J J LU TRENCH GRATE FMANUFACTURER EXPANSION JOINT FRAME &GRATE. W w d. ti TYP. EACH SIDE ( ) SEE BELOW ® WW W THICKENED SIDEWALK AT 1' TOP OF CURB W WO SIDEWALK WE—o CHANNEL AND SIDEWALK 1/4- THICK ANGLE IRON IJ. z iR �- ~- t� LL FRAME AROUND LAND USE REVIEW SET NOT FOR CONSTRUCTION TRENCH # Date Description PERIMETER _/1" SHELF GUTTER GRADE 1' 6" 6" 1' #3 REBAR, 6" ---' LONG 0 18" O.C. co co (6 C:' � TAPERED RELIEF m a N o > AT INLET m FRAME AND GRATE m m 3 � wco SECTION B -B FRAME AND GRATE NOS 1. CAST IRON, NATURAL FINISH. 2. NO OPENING GREATER THAN 3. PROTECT THREADED HOLES IN FRAME FROM CLOGGING DURING FRAME INSTALLATION. 4. GRATE TO BE RATED FOR H-20 LOADING, WITH A NON—SUP SURFACE HAVING A STATIC COEFFICIENT OF FRICTION BETWEEN 0.60 AND 1.0 PER ASTM C1020. 5. GRATE TO BE ADA COMPLIANT. 6. GRATE TO BE APPROVED BY KPFF AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SIDEWALK TRENCH DRAIN SCALE: NTS SCALE: NTS 5" THICK PORTLAND CEMENT CONCRETE d 0 ; d. e0 e . _a V . :d a a Q- v 4, e A _ ve •: a '. v . . d e-. 6. nn •a c o._u COMPACTED 10" OF BASE GEOTEXIILE FABRIC SUBGRADE COURSE 1. - CONSTRUCT CONTRACTION JOINTS AT 12' MAX. SPACING AND AT RAMPS. - CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. CONCRETE PAVEMENT SECTION — CAR PARKING SCALE: NTS 1.8" R=w 6:1BATTER BACKFILL TO R=8" TOP OF CURB PAVEMENT R=3";s E. e ., '•ti i -- 4•' e a d' 13.2 . o u 4" OF SUBBASE COURSE 24" NOTES 1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS DIRECTED. 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE ENGINEER. ---\V ROLL CONCRETE CURB AND GUTTER SCALE: NTS r +fie 00 811"18' ooao -lypa- Jb� 1 VV Y (ZbV1eW wc" '�Xnw prn`tInl �tb P0 6 Of 6'JUN 07 2016 Date Received r X + LANDSCAPE ARCHITECTS + SCHIRMER A 1 I ll z W rl w- Z1"�W< wa-�ga Z���rco ire=rc Lx d O i� o0� wZp WO} f, LO Z�0 W� 0 /� (� rO••��¢Oa� A/ +. • 00 Ii (0raOOTM2mg W y (1) r i'Ci' zw V V m 2 r s ¢40WOi'-a W (D Lf) azrF-�wa � X W (a caigzir�wO ggw¢w�W 98%V -2i _LL Q --m N Ci O I C� � ¢m5W>&ow Z>WwWirH� ,� a zwvicsW�v ���j fin�M/yo�' mow/ i a J = Z J cci o�zazr0 � N �w2cow -j WU N V N�Fo U- W-ZM�Z< ♦♦ .tea V a + 0 g4000d�' U) M �. om2z~wz mrnnca�c�r Ep PROFFss/ a61NF't� �y9 4 lk' 85480 { DIGITAALY ED OREGON 13010` OTHON'� i:Viw,nON DATE: IZM018 V J J LU QL ..j W w d. ti Q CL ® WW W o W WO WE—o I= IJ. z iR t■) t� LL LAND USE REVIEW SET NOT FOR CONSTRUCTION Revisions # Date Description co co (6 C:' � ` C ^ m a N o > E z z m m m 3 � wco m w m CL` o v o a C5m3 X