The URL can be used to link to this page

Home My WebLink AboutPlan, Final APPLICANT 3/16/20221 SITE MAIN ST (MCKENZIE HWY) ILA I NORTH 0 VICINITY MAP SCALE: N -S NORTH (a SITE MAP SCALE: NTS H- z z N M ST SPRINGFIELD, OREGON LOT 1, MCKENZIE HILLS T17S, R1W, SECT. 35 W.M. LANE, OREGON MPA ARCHITECTS INC ARCHITECT CONTACT: LEONARDO DALE 3578 30TH ST SAN DIEGO, CA 92104 PH: 619-236-0595 EMAIL: LDALE®MPA—ARCHITECTS.COM AAI CONTACT: CRAIG HARRIS 4875 SW GRIFFITH DRIVE, SUITE 100 BEAVERTON, OREGON 97005 PH: 503-620-3030 FAX: 503-620-5539 CIVIL ENGINEER C.E.S. NW INC. SURVEYOR CONTACT: DARREN HARR 13190 SW 68TH PKWY SUITE 150 TIGARD, OR 97223 PH: 503-968-6655 UTILITY CONTACTS SPRINGFIELD UTILITY BOARD NW NATURAL TELEPHONE CABLE WASTEWATER SITE AREAS (ONSITE) DAYTIME WATER 541-726-2396 TOTAL AREA ELECTRIC 541-726-2395 SF TOTAL IMPERVIOUS: 800-882-3377 ROOF COMCAST 800-391-3000 26,593 SF FRONTIER 800-921-8101 TOTAL AREA COMCAST 800-391-3000 EXISTING IMPERVIOUS CITY OF SPRINGFIELD 541-726-3753 (TO REMAIN) EXISTING Sheet Number TOTAL AREA 64,939 SF PROPOSED SF TOTAL IMPERVIOUS: 37.326 SF ROOF 10,733 SF PAVED AREAS 26,593 SF PERVIOUS 27,613 SF TOTAL AREA 64,939 SF SITE AREAS (OFFSITE) EXISTING (TO CENTERLINE Sheet Number Sheet Title IMPERVIOUS 15,757 SF PERVIOUS 5,329 SF TOTAL AREA 21,086 SF PROPOSED IMPERVIOUS 1,729 SF PERVIOUS 4,001 SF EXISTING IMPERVIOUS 15,356 SF (TO REMAIN) TOTAL AREA 21,086 SF 24—HOUR 800-882-3377 800-391-3000 800-921-8101 800-391-3000 SHEET INDEX Sheet Number Sheet Title T1.0 COVER SHEET R0.0 GENERAL NOTES R0.1 EXISTING CONDITIONS AND DEMOLITION PLAN R1.0 OVERALL PLAN R1.1 ADA RAMP DETAILS R1.2 DRIVEWAY AND SIDEWALK DETAILS R2.0 DETAILS R2.1 DETAILS 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 I SAFELY CALL THE OREGON ONE—CALL CENTER 1-800-332-2344 EMERGENCY TELEPHONE NUMBERS NW NATURAL GAS M—F 7am-5pm 503-226-4211 EXT.4313 AFTER HOURS 503-226-4211 PGE 503-464-7777 QWEST 1-800-573-1311 VERIZON 1-800-483-1000 '811 �e Know what's below. Call before you dig. WORK HOURS ARE FROM 7AM TO 7PM DAILY 03/03/22 — PIP PERMIT d SHEET TITLE COVER SHEET DATE: 11/15/21 DRAWN: JMS CHECKED: NWS REVISIONS: ©AAI ENGINEERING INC. 2020. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF AAI ENGINEERING INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MI ENGINEERING INC. SHEET NUMBER T100 i GENERAL NOTES 1. 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. 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. 5. 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. 6. 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. 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2017 OREGON PLUMBING SPECIALTY CODE AND LOCAL JURISDICTION REQUIREMENTS. B. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 9. 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). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. 10. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF AAI ENGINEERING, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 11. 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 WORK. 12. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. 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 SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. 14. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 16. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 17. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. 18. EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR REPLACED IN ACCORDANCE WITH OREGON REVISED STATUTES 209.140 - 209.155. CONSTRUCTION NOTES DEMOLITION 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. UTILITIES 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO FINISHED GRADE. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. STORM AND SANITARY 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING SEWERS AND STRUCTURES". 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. 3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 1 PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. 4. ALL STORM AND SANITARY FITTINGS TO BE ECCENTRIC FITTINGS UNLESS OTHERWISE NOTED. WATER 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. 3. 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. PAVING 1. SEE ARCHITECTURAL PLANS FOR SIDEWALK FINISHING AND SCORING PATTERNS. MATERIAL NOTES 1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH SME, 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 AS INDICATED IN THE PLANS. PIPES WITH LESS THAN 2' OF COVER SHALL BE C900/C905 PVC, HDPE OR DUCTILE IRON PIPE. 3. PRIVATE WATER MAINS 4 -INCH DIAMETER AND LARGER SHALL BE DUCTILE IRON PIPE SCH 52 OR C900; AS INDICATED IN THE PLANS. 4. PRIVATE WATER LINES 3 -INCH DIAMETER AND SMALLER SHALL BE TYPE K COPPER OR PVC; AS INDICATED IN THE PLANS. 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. 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. 03/03/22 - PIP PERMIT aws SHEET TITLE GENERAL NOTES DATE: 11/15/21 DRAWN: JMS CHECKED: NWS REVISIONS: ©AAI ENGINEERING INC. 2020. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF AAI ENGINEERING INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MI ENGINEERING INC. SHEET NUMBER ROmO 14+]712111T,I * A:it:Y46l%161If, SS SS A i —o/ h� ELEC. TRANSFORMER i / / / / / — = % ST QST a Q... a' 552 St St Sr �.. d Q<. G G D 103' 69.50 S5 ,554 j 4 — 3 1 10\ \557- 7 R=55 3 ___-- =04116' L=66.10' S6 I I 6 CH=66.10' / CB=N82°36'07"E I gh 1702353104900 SCHAFFNER PROPERS, LLC SPRIN59ELD OR f478 CONTANk 1.4$$ ACRES MORE OR{ESS 3 1702350004100 FPGVIN OREGON LLC 4901 VIGFIELD R, STE 8 / / \\�\\1�1�III�//'/�\ 1 \ ///I11I1�\� / �0� I y SPRINGFIELD OR, 97476 I 9 D \� /Z SHEET NOTES 1. SEE SHEET R0.0 FOR GENERAL SHEET NOTES. 2. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 3. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. 10. PROTECT ALL EXISTING UTILITY STRUCTURES AND UNDERGROUND MAINS TO REMAIN. 11. PROTECT ALL EXISTING VEGETATION TO REMAIN. X❑ PROTECTION NOTES 1 PROTECT EXISTING TREE 2 PROTECT EXISTING CURB AND GUTTER 3 PROTECT EXISTING UTILITY 4 PROTECT EXISTING SIDEWALK (D DEMOLITION NOTES 1 REMOVE EXISTING TREE 2 REMOVE EXISTING CURB AND GUTTER 3 RELOCATE EXISTING FIRE HYDRANT. SEE SHEET R1.0 FOR DETAILS 4 SAWCUT AND REMOVE ASPHALT 5 RELOCATE EXISTING STREET LIGHT AND POLE. COORDINATE RELOCATION WITH POWER COMPANY AND CITY. 6 RELOCATED EXISTING STOP SIGN BEHIND PROPOSED SIDEWALK. SEE SHEET R1.0 FOR LOCATION. 7 REMOVE EXISTING RAMP AND SIDEWALK 8 REMOVE EXISTING CURB DROP AND INSTALL FULL HEIGHT CURB. SEE SHEET R1.2 FOR DETAILS. NORTH O GRAPHIC SCALE w 0 10 20 10 80 ( IN FEET ) 7 Inoh - 20 fest 03/03/22 - PIP PERMIT ti Vr � o r. G m Z m a a o 00 H o � LU Le m — rn LI m" A m 00)Z o _ � N a Ill o y V —o �N Z � a W60£o 6 M N N � � N V SHEET TITLE EXISTING CONDITIONS AND DEMOLITION PLAN DATE: 11/15/21 DRAWN: JMS CHECKED: NWS REVISIONS: ©AAI ENGINEERING INC. 3030. ALL RIGHT$ RESERVED THESE DRAWINGS ARE THE PROPERTY OF AAI ENGINEERING INC. AID ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MI ENGINEERING INC. SHEET NUMBER R0.1 JOB NUMBER: A21033.10 SHEET NOTES 1. SEE SHEET RO.0 FOR GENERAL SHEET NOTES. 2. SEE ARCHITECTURAL PLANS FOR ADDITIONAL SITE INFORMATION. 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24—HOUR NOTICE IS REQUIRED. 0X CONSTRUCTION NOTES 1 INSTALL PUBLIC SIDEWALK PER CITY OF SPRINGFIELD DETAIL 3-12/R2.0 2 INSTALL COMMERCIAL DRIVEWAY PER CITY OF SPRINGFIELD DETAIL 3-24/R2.0 3 REPLACE EXISTING CURB AND GUTTER PER CITY OF SPRINGFIELD DETAIL 3-8/R2.0 4 INSTALL PUBLIC FIRE HYDRANT PER DETAIL W1.14/R2.0 5 INSTALL ADA RAMP PER DETAIL RD920/R2.1 6 WET TAP EXISTING WATER MAIN 7 INSTALL WATER METER PER CITY OF SPRINGFIELD DETAIL W1.00/R2.0. CONTRACTOR TO PROVIDE MATERIALS AND INSTALL ACCORDING TO SUB STANDARDS. 8 SAWCUT AND INSTALL ASPHALT PER CITY OF SPRINGFIELD DETAIL 3-1/R2.1 9 RELOCATE EXISTING STOP SIGN BEHIND PROPOSED SIDEWALK 10 FIRE VAULT, SEE ONSITE PLANS FOR DETAILS LEGEND PROPERTY LINE — — — — — — CONCRETE SIDEWALK- SURFACING ASPHALT SURFACING ........................ GRAPHIC SCALE 20 0 10 20 10 m ( IN FEET ) 1 Inch - 20 }est 03/03/22 - PIP PERMIT aws w LLI Iz (D Z w SHEET TITLE OVERALL PLAN DATE: 11/15/21 DRAWN: JMS CHECKED: NWS REVISIONS: ©AAI ENGINEERING INC. 2020. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF AAI ENGINEERING INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MI ENGINEERING INC. SHEET NUMBER R100 MAT% ST0.E5 552.3±TC/SW (MATCH EX.) 551.8±TP (MATCH EX.) (MATCH EX.) 551.9± TP f _(MATCH EX.) / / 6.51' 552.00 TC/TP / / �5.Ool h� 552.07 TC/TP-�T a 552.11 P T I 552.4±TP I I (MATCH EX.) I 7.00' I I 552.5±TP (MATCH EX.)' - - 552.5±TP I (MATCH EX.) 552.3±TP (MATCH EX.) 552.2±TP 552.6±TC (MATCH EX.) (MATCH EX.) NORTH f- ADA RAMP INN SCALE 5 LRM: 015-00-1-00 MP: 7.88 CORNER POSITION: 2 RAMP NUMBER: 1 Q E� 6. 552.2±TC/SW (MATCH EX.) / 5 552.3± SW / (MATCH EX.) . / Tp 552/.35 TC/TP / 00 0000 00 552.59 TIC ,0 h 552.09 SW I �. Sg RAMP #1 _ 7 552.67 TC n 552.17 SW / I Oq 552:55 SW/TC -6' R5.O0 552.49 SW/TC / I R10.00' j I w � I SHEET NOTES 1. SLOPES HOLD OVER ELEVATIONS. 2. SEE STD DRAWING RD920 ON SHEET R2.1. 3. SEE SHEET R2.0 FOR CURB DETAIL. 4. CONSTRUCT CONCRETE JOINTS AS SHOWN ON PLANS, OR AS DIRECTED BY ENGINEER. LEGEND PROPERTY LINE - - - - - - CONCRETE SIDEWALK , SURFACING I ASPHALT SURFACING 4'X4' TURNING SPACE TRUNCATED DOME DETECTABLE WARNING SURFACE GRADING LABEL LEGEND I SPOT ELEVATION XX.XX XX ® DESCRIPTION LISTED BELOW. EX EXISTING GRADE FG FINISH GRADE SW SIDEWALK TO TOP OF CURB TP TOP OF PAVEMENT LEGEND EXISTING CONTOUR MINOR - - - -102- - EXISTING CONTOUR MAJOR -100- PROPOSED CONTOUR MINOR 102 PROPOSED CONTOUR MAJOR 100 GRADE BREAK GB GB GRAPHIC SCALE 20 0 10 20 10 w ( IN FEET ) 1 Inch - 20 }est 03/03/22 - PIP PERMIT aws SHEET TITLE ADA RAMP DETAILS DATE: 11/15/21 DRAWN: JMS CHECKED: NWS REVISIONS: ©AAI ENGINEERING INC. 2020. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF AAI ENGINEERING INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MI ENGINEERING INC. SHEET NUMBER R1.1 p 560.1±TC (MATCH EX.) _(MATCH EX.) 559.7±TP (MATCH EX.) II ----I----IF-----------I---------- 34.43' �s L41 4M IIII!YIIMIYp-. SPOT ELEVATION ♦ DESCRIPTION LISTED BELOW. EX EXISTING GRADE FG FINISH GRADE SW SIDEWALK TO TOP OF CURB TP TOP OF PAVEMENT 0 \ � I \ I \ I----------- -------------------------------------- 564.41 SW \ ` - O - I d 564.34 SW 565.2±TC (MATCH EX.) p v !K � ap00 35' - - - - - - - - - - - - -o - 72ND STREET - - - 552`67 SW Sq 552.98 SW� L I \ 552.9±TC 1} (MATCH -A- i '5: 554.69 !.90 SW / � 564.7± (MATCH EX.) 564.6±TP (MATCH EX.) NORTH COMMERCIAL DRIVEWAY DETAIL SCALE: 1" - 5' lo _\ - - - 967,39 SW - L 1 X4.77 SW�558.26 SW -1 - `\ 558:84 SW \ Ss� 567.73 SW Y 570.2±SW 'a (MATCH EX.)� 558.75 SW 567.12 SW / 558.1 SW / /; 567.5d I / / / (MATCH EX.) (MATCH\ EX.) \/ S 72 STREoET ` ` �r= F-- O 4 NORTH 72ND ST SIDEWALK SCALE: 1" = 20' 61' 0 im SHEET NOTES 1. SEE SHEET RO.0 FOR GENERAL SHEET NOTES. 2. CURB HEIGHTS ARE 6" UNLESS NOTED OTHERWISE. 3. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 4. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). 5. ALL WALKWAYS FROM ACCESSIBLE UNITS ARE DESIGNED TO NOT REQUIRE HANDRAILS. THEREFORE, RAMPS WITH SLOPES STEEPER THAN 5.0% AND LESS THAN 8.33% SHALL NOT EXCEED 0.5' RISE OR 6.0' LENGTH. 6. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. 7. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED GRADE WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY AND RUNOFF PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. GRADING LABEL LEGEND I SPOT ELEVATION XX.XX XX ® DESCRIPTION LISTED BELOW. EX EXISTING GRADE FG FINISH GRADE SW SIDEWALK TO TOP OF CURB TP TOP OF PAVEMENT LEGEND EXISTING CONTOUR MINOR - - - -102- - EXISTING CONTOUR MAJOR -100- PROPOSED CONTOUR MINOR 102 PROPOSED CONTOUR MAJOR 100 GRADE BREAK GB GB \----- \ F - - - - - - - - - - - - - - - �55a_ � F \ 55 p � 552.9±TC \ (MATCH EX.) \ \ 553.7±TC \ (MATCH EX.)N ri Y \-553.3±TP (MATCH EX.) tV552.5±TP 552.6±AC (MATCH EX.) / 72ND STREET (MATCH EX.) 553.4±AC (MATCH EX.) NORTH CURB DROP REPLACEMENT Y SCALE: 1" = 5' 03/03/22 - PIP PERMIT SHEET TITLE DRIVEWAY AND SIDEWALK DETAILS DATE: 11/15/21 DRAWN: JMS CHECKED: NWS REVISIONS: ©AAI ENGINEERING INC. 2020. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF AAI ENGINEERING INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MI ENGINEERING INC. SHEET NUMBER 8102 JOB NUMBER: A21033.10 PARKSTRIP STREET PARKSTRIP CURB & GUTTER CURB & GUTTER 6" SIDEWAI K rl SIOFWALK 2' FOR TYPICAL CONDUIT SIZES FOR g SERVICE LINES SEE BACK OF STANDARD. SCHEDULE 40 PVC OR SDR 13.5 HDPE METER BOX IN PARKSTRIP 6" , , I CURB & GUTTER CURB & GUTTER z' FOR ANGLE METER PLACEMENT REFER g TO STD. DWGS W1 02 — W1.03.1 TYP. ✓b liy m.'P'P'. SCHEDULE 40 PVC OR SDR 13.5 HDPE mss' METER BOX BEHIND SIDEWALK (WITH PARKSTRIP) SEE NOTES ON REVERSE STREET 6" , , i CURB & GUTTER CURB & GUTTER M METER BOX BEHIND SIDEWALK (NO PARKSTRIP) SCALE: N.T.S. 591 WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: SB CONSTRUCTION, CONSTRUCTION: I METER BOX PLACEMENT WI.00 �. B' ENGINEERING iSY L. seluNCFTeLDumrez T3oARD 1 REVISED: 03-23-2021 3:\Erq'neer nq\Standards\Drawings\001.00—FFl1DE69.dwq — NI 23. 2021 — 9: 30,m Plotted by Laddb FF DWG. No.'. FFl DE69 CAIC\RIER\ON d0\PRS — mm\A 30 Nww"A S\DEWPIX %SnA \5 ON uF s'A ClP\CP\\ \� PANS 5 \R\N\iUOA CURBSIDE SIDEWALK ONE FUS 0 IXISNL 50:1 MWL SLOPE �OpE t0 ppOpERTX HAS WF9 @ cunfll sDEW/lN wINH RR PWS (5' TMGL) R 1v Ayy'. fi �Y wr — LOAM 4� 2" MINIMUM OF 3/4" MINUS 11= " t2' FIRM COMPACTED SUBGRADE COMPACTED CRUSHED ROCK CRUSHED ROCK B.ALUST 4" MINIMUM P.C. CONCRETE PLACED PRIOR TO STREET PAVEMENT SETBACK SIDEWALK 4H IV MAX SLOPE TO PROPERTY ONE – =12, RISING 501 TYPICAL SLOPE 50:1 MA%. SLOPE 1"l N"' a c0I1m RANTER RRP RM PER EARS Hs' NWA) MENVA wI01Il PER EF. (5' rmcu) 6" MINIMUM p'T l 11 VIII- COMPACTED F2- MINIMUM IRM SUBGRADEOAM LOAM CRUSHED ROCK BALLAST PLACED PRIOR TO STREET PAVEMENT 4" MINIMUM P.C. CONCRETE NOTES # NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, EIC) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA * ALL SURFACES SHALL HAVE A BROOM FINISH. * SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE NO REMIG, DATE RY PPR, cTTr DF sPRWGFELDI SPRINGFIELD DEPT. OF PUBLIC WORKS SIDEWALK CONSTRUCTION sTAEDARD DRAMS 3-12 2009 AT Pmutka City ffu&R az 20123 z Q g g VALVE TILE INSTALLATION PER W1.16 SEE NOTE 12 TYP. - W _ WASHED 3/ MINUS OR ad CLEAN GRAVEL AROUND Z N 6" GATE HYDRANT KEEP HOLES g 3 VALVE TYP. ' -�_. Ol SEE NOTE J1 APPROVED MJ o W o TYP. RESTRAINT TYP. z In w - 6" WATERLINE g o ¢ 1 x 6" TEE TYP. REFER TO STD. DKK', 001.17 COMPACTED3/4 FOR TYPICAL PIPE TRENCH MINUS TYP. FLANGED CONNECTION SECTIONS TYR g -- �- oI CURB & GUTTER SIDEWALK REFER TO NOTES ON BACK CURB & GUTTER PLAN VIEW SCALE: N.T.S. , WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB s FIRE HYDRANT W1.14 CONSTRUCTION: �. , INSTALLATION ENGINEERING KPL seamceleLD urlLTry BOALRo I REVISED:03-18-2021 S:AEngnden ngAStand a s,D s TngsAW1.14—FF11DE26-dog — Mar 26, 2021 — 4,D5pm Pbted by: Laddb FF DWG. No.: FF11DE26 \� ON SITE DRAINAGE SHALL \ FLOW ONTO PROPERTY \A ORrTtyMnR .p\pt\., 8" THICK 3500 PSI FIELD STRENGTH PROJECT\ON OF (4025 PSI LAB STRENGTH) 6.3 SACK PROPERZ`( \J\AEMIX REINFORCED CONCRETE ON 2" OF R - - ---�------- COMPACTED 3/4" MINUS CRUSHED ROCK UMP SLOPE 'A' 12:1 TYPICAL , 6 ZNROMt W\OM 24 FN Am — SS F\ vJX& 6 �1 CURB CastT'howl \ FC MN\MUM LT(P\GAEL ZWNEW P`( CURB RETURN SPYP.LL NO"C E`ATENO 9F`60N0 PROdECZ\ON OF PROPEW ( UNE SECTION A — A 12:1 TYPICAL 50:1 MAX SLOPE R" THICK 3500 PSI FIELD STRENGTH 5' MIN 5' MIN. (4025 PSI LAB STRENGTH) 6.3 SACK 3/4" LIP I 1 MIX REINFORCED CONCRETE .. ° .g.' F4 REBAR - 12" ON CENTER owes BOTH WAYS PLACED 2' ABOVE THE BOTTOM OF SLAB 2" OF 3/4" MINUS .i COMPACTED CRUSHED ROCK NOTES • NO WMAE-GROUND FACILITIES (FIE WDRM'IS. POWER PODS, CATCH BANS, VALVES, J -COXES, ETC.) SHALL BE PERMNLEO WINN THE APRON DR RAMP AREA # DRIVEWAY (THROAT) WIDTH SHALL BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET (WAUM) IN ACCORDANCE WITH CITY PERMITS. N, ALL SURFACES SHALL HAVE A BROOM FINISH. N, REFER TO STANDARD DRAWING 3-7 FOR CURB CUT DETAILS P, CONCRETE WITHIN APPROACH SHALL BE B" THIO( (MIN) CONCRETE ON 2" OF 3/4" MUDS CRUSHED ROCK. # REINFORCEMENT IS REQUIRED. USE 14. REBAR - 12' ON CENTER - RUTH WAYS - PLACED 2- ABOVE THE DURGIN OF THE SLAB - * A CONBKTION (SCORE) JOINT SHALL BE AWED IN THE CENTER OF THE APRON. # SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI UB SIRENGIH) 6.0 SWI( MIX CONCRETE H: CURES & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI HELD STRENGTH (4025 PSI IAB STRENGTH) 6.3 SACK MIX CONCRETE SIDEWALK ACCESS RAMP NOTES THIS DRNLWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP. NO REVISION DATE DY PPR CITY cF1ELD kiamDRAWTNc DEPT. OF PfTBLIC lY0RK3 COMMERCIAL DRIVEWAY APRON SETBACK SIDEWALK �.--- AT LrwrouttA CRy �WmeR 2DaN BTAEDARD 3-24 2003 CURB & GUTTER REMOVAL &REPLACEMENT STANDARD DRAWING 3-8 2003 rxa n 1�� rT i , PR 90' HORIZONTAL OR 45' HORIZONTAL OR VERTICAL BEND VERTICAL BEND B ay� v�� r J BEARING AREA TYP. CROSS TEE NOTES: 1. THRUST BLOCKING SHALL BE APPROVED BY WSC ENGINEERING ON A CASE BY CASE BASIS. 2. ALL APPROVED THRUST BLOCK LOCATIONS SHALL BE SIZED BY WSC ENGINEERING. J. THRUST BLOCKS SHALL BE POURED USING 3000 PSI CONCRETE MINIMUM. 4. A 6 MIL PLASTIC SHIELD SHALL BE PLACED BETWEEN THE CONCRETE AND ANY PORTIONS OF THE PIPE, VALVE, FITTING, BOLTS, OR NUTS W1TH WHICH IT COMES IN CONTACT TO PREVENT DIELECTRIC CORROSION DAMAGE. 5. ALL THRUST BLOCK INSTALLATIONS FOR DIFFERENT CONFIGURATIONS OR FITTINGS NOT SHOWN ABOVE SHALL BE APPROVED AND DESIGNED BY WSC ENGINEERING PRIOR TO INSTALLATION. SCALE: N.T.S. ; WATER DIVISION RAWING DRAWING NUMBER THRUST BLOCK DRAWN BY: LSB 00126 CONSTRUCTION: INSTALLATION ENGINEERING: #PL srRTTNGHIecDLmLrry BOARD REVISED:02-03-2020 S. AEn9 neer npAStaOdardsADrawingsAWL26.dwa — Mar 22, 2021 — 11uG :Jed by. Laddb FF DWG N. N/A DO NOT USE THIS DETAIL FOR STANDARD CURB REMOVAL REFER TO STANDARD DRAWING 3-7 SAWCUT 4" DEEP (MINIMUM) a- c / 1 FT MINIMUM 3 G gPR e G (1) REPLACE CURB & GUTTER (2) SAWCUT 4" DEEP AS NECESSARY TO PROVIDE UNIFORM BONDING FACE 3 FT1 MINIMUM 'e * (3) TACK COAT BOTH 4" MINIMUM OR MATCH EXISTING IF GREATER (4) PLACE HOT MIX ASPHALT AND USE MECHANICAL COMPACTION EQUIPMENT TO ACHIEVE REQUIRED DENSITY (5) SEAL ALL JOINTS WITH POLYMERIZED ASPHALT AND SAND TO AVOID PICKUP NOTES # EXISTING GUTTER BAR SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL BY THE CITY * CURB CUT WIDTH SHALL BE IN ACCORDANCE WITH PERMIT * REFER TO SPRINGFIELD STANDARD SPECIFICATIONS FOR ROADWAY STRUCTURE COMPAGNON REQUIREMENTS # SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI V9 STRENGTH) 6.0 SACK MIX CONCRETE * CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI IAB STRENGTH) 6.3 SACK MIX CONCRETE N] REVISION DATE BY APPR, CTTY OF SPRWGFJEW SPRINGFIELD DEPT. OF PUBLIC WORKS CURB & GUTTER REMOVAL &REPLACEMENT STANDARD DRAWING 3-8 2003 M P..U. City BRglw 2003 03/03/22 - PIP PERMIT SHEET TITLE DETAILS DATE: 11/15/21 DRAWN: JMS CHECKED: NWS REVISIONS: ©AAI ENGINEERING INC. 2020. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF AAI ENGINEERING INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMNSION OF AAI ENGINEERING INC. SHEET NUMBER R2mO JOB NUMBER: A21033.10 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 EMERGENCY TELEPHONE NUMBERS NW NATURAL GAS M -F 7am-5pm 503-226-4211 EXT.4313 AFTER HOURS 503-226-4211 PGE 503-464-7777 QWEST 1-800-573-1311 VERIZON 1-800-483-1000 Know what's below. Call before you dig. GENERAL NOTES 1. 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. 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. 5. 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. 6. 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. 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2017 OREGON PLUMBING SPECIALTY CODE AND LOCAL JURISDICTION REQUIREMENTS. 8. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 9. 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). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. 10. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF AAI ENGINEERING, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 11. 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 WORK. 12. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. 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 SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. 14. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 16. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 17. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. 18. EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR REPLACED IN ACCORDANCE WITH OREGON REVISED STATUTES 209.140 - 209.155. CONSTRUCTION NOTES DEMOLITION 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. UTILITIES 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO FINISHED GRADE. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. STORM AND SANITARY 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2018 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING SEWERS AND STRUCTURES". 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. 3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 1 PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. 4. ALL STORM AND SANITARY FITTINGS TO BE ECCENTRIC FITTINGS UNLESS OTHERWISE NOTED. WATER 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. 3. 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. PAVING 1. SEE ARCHITECTURAL PLANS FOR SIDEWALK FINISHING AND SCORING PATTERNS. MATERIAL NOTES 1. GENERAL: MATERIALS SHALL 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 AS INDICATED IN THE PLANS. PIPES WITH LESS THAN 2' OF COVER SHALL BE C900/C905 PVC, HDPE OR DUCTILE IRON PIPE. 3. PRIVATE WATER MAINS 4 -INCH DIAMETER AND LARGER SHALL BE DUCTILE IRON PIPE SCH 52 OR C900; AS INDICATED IN THE PLANS. 4. PRIVATE WATER LINES 3 -INCH DIAMETER AND SMALLER SHALL BE TYPE K COPPER OR PVC; AS INDICATED IN THE PLANS. 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. 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. SMH C M=550.90' S'l IE(S)8" CONC=542.33' IE(W)10"CONC=541.38' / CB RIM=551.5 IE(E)12" CONC=548.5 IE(SW)6" PVC= 550.5 BTM=547.61'(DEBRI: 2 DMH RIM=551.7 IE(NW)24" CONC=546.7 IE(E)12" CONC=547.3 IE(S)24" CONC=546.7 RI IE(W )12" CONC=547.3 SMH B RIM=554.98' IE(N)8" CONC=547.05' IE(E)8" CONC=547.36' IE(S)8" CONC=549.18' SCO RIM=558.48' 3 ELEC. TRANSFORMER 6Q'CPP�6 "0 4 2" PVC DMH 2 RIM=569.50' IE(N)24" CONC=563.16' IE(S)24" CONC=563.46' IE(W)12" PVC=563.56' COMM.BOX SCO RIM=570.86' s Q N `557- ls /.. 3 R=550 y =0"4116" CBS FITl L=66.10' J jIf II / CB=682 36'07"E / / 556 N) sa7D oN=547-W 1 N 3:.. I GD5 1702353104900I- -1 SCHAFFNER PROPER, LLC —_ — 6 / / / SPRINgKELD 011 f478 M=551.76' / / / SS ..'3. /0 ONW)12"COC =548.24' / ' CONTA�N:11.4 ACRES M=547.4 / MORE ORLESS --J �D - JD ... I mss° 1702350004100 FPG OREGON LLC 4901 VINELAND RD STE 300 / \�\�\\ 1 �� SPRINGFIELD OR, 97478 \ �\ -FI'1 / / I 30 z. 0 LL 30 If / / / / / �a / / \�\�\hll Illjj// F .I I 1 .565 .'''� ELEC. VAULT .77 11. E o ".564, / y X565' / „�c (Cl —MM--U Ano�b --- — 5-66 _T \ T _— —--- —--�/— �567 — I \V ym 5HEDGE = .a 569 —570 3. FENCE AND WAL i 3 � PROPERTY LIN SROSSES TH ELEC. YKULTZ 76 — —575' sT j . 1>/j,/ / ( ° r 0 577 — _ / — -578— �\ S/0 y 0 I _< N66°05'59W250 67' _ _ I b' HEDGE I.. V 575 \ 3' WOOD G WOOD DECK 6 COMM. RISER 8" AC 2. FENCE AND DECK SWING SET CROSSES THE PROPERTY LINE 4 HEDGE j u sj I2 1. FENCE CROSSES THE .VIII PROPERTY LINE A a' 1702353400200 J. N /3L4 1702353400100 BARROWS CHRISTINAM n / /. �4 / < 185 & 8N KAREN ST Yf 193 5 72ND ST 5 Id I I I a /S 72ND l� 'LL SPRINGFIELD OR, 97478 I`I SPRINGFIELD OR, 97478 KEYSTONE PAVERS 4 I NORTH 0 GRAPHIC SCALE 40 0 10 40 b !0 ( IN FEET ) 1 Kroh - YO feet ALTA/NSPS LAND TITLE SURVEY SITUATED IN THE SOUTHWEST ONE QUARTER OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON LEGEND 53 LEGAL DESCRIPTION PER TITLE REPORT A - SURVEY CONTROL POINT ... .'DMH 9.. .. .. . CB 10 IN FILE 72, SLIDES 19, 20 AND 21, LANE COUNTY OREGON PLAT RECORDS, IN LANE COUNTY OREGON. 0 - FOUND SURVEY MONUMENT ../ .'' .'. RIM=554,.M' ., .. ) 4:. .IEE2 NCS' fi5:. COfiC-54785'. .. ... RIM=548.96' NOTES: ® - WATER METER 1. THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES .. `:..../.- ..' ® - STORM DRAIN MANHOLE IE( 2 �) } ' BTM OFSTRUCTURE=547.03' MAPPING. UTILITIES SHOWN MAY NOT BE IN THE EXACT LOCATION AS NOTED ON THIS SURVEY, BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM PAINT .. .. DMH 7/ MARKINGS ON THE GROUND. THE PAINT MARKINGS ON THE GROUND WERE D4 - GAS VALVE IE(W 24�CONC--547,55'. '•' �. ® - GAS METER IE N/S 2" CONC=542.16' ( )4 E3 - MAIL BOX BASED ON VISIBLE ABOVE GROUND EVIDENCE AND AS -BUILT MAPS. .. RIM -553.23- ® - COMM RISER ....: . �' 2010.00 OREGON NORTH 3601, INTERNATIONAL FEET. GPS OBSERVATIONS USING ® -SIGNAL JUNCTION BOX THE OREGON REAL TIME NETWORK (ORGN) WERE HELD AT CONTROL POINT I 1, '.IE(N)10°. CONC=547j . NUMBER 10 AND 11. TERRESTRIAL GROUND MEASUREMENTS WERE TAKEN ® - ELECTRIC METER / .. ... a•: ' 19 CQ -a - UTILITY POLE 'IE(E)14"CONCj54b 70' 0 ' 24" 547.43' NC .. .. - / �; . n.... RUN THROUGH THE ON-SITE CONTROL. -� -SIGN -IES () ''�� IMPROVEMENT NOTES: TP -TEST PIT 1. THERE IS A Y TALL WOOD FENCE THAT CROSSES THE SOUTHERLY LINE OF THE My .. ® -MONITORING WELL TO A POINT 40' WEST OF THE NORTHEAST CORNER LOT 2. —j - LINE CONTINUES TO UNKNOWN LOCATION . �. IE 36"GONG=546:32'MH — E — - UNDERGROUND ELECTRIC LINE SUBJECT TRACT BEGINNING AT A POINT 7.7FEET EAST OF THE NORTHWEST —ST— - UNDERGROUND STORM DRAIN LINE CORNER OF LOT 3, "McKenzie HILLS THAT IS 9.5' NORTH OF THE SOUTHERLY LINE FOR 103.8' TO A POINT THAT IS 12.5.' NORTH OF THE SOUTHERLY LINE THAT —SS— - UNDERGROUND SANITARY SEWER LINE D —C— - UNDERGROUND COMMUNICATION LINE CORNER OF SAID LOT 3. —T— - UNDERGROUND TELEPHONE LINE THERE ISA 7.8'X 7.8' DECK THAT IENTIRELY THE SUBJECT TRACTTHE —N— -UNDERGROUND CABLE N LINE SOUTHERLY LINE 23.8' WEST OF THEE NORTHEAST CORNER OF LOT 3, McKenzie —W— - UNDERGROUND WATER LINE RIM�agQPVC=540.55' — G — - UNDERGROUND NATURAL GAS LINE 3. THERE IS A SIX FOOT WOOD FENCE THAT CROSSES THE SOUTHERLY LINE OF —SIG— - UNDERGROUND TRAFFIC SIGNAL LINE SMH C M=550.90' S'l IE(S)8" CONC=542.33' IE(W)10"CONC=541.38' / CB RIM=551.5 IE(E)12" CONC=548.5 IE(SW)6" PVC= 550.5 BTM=547.61'(DEBRI: 2 DMH RIM=551.7 IE(NW)24" CONC=546.7 IE(E)12" CONC=547.3 IE(S)24" CONC=546.7 RI IE(W )12" CONC=547.3 SMH B RIM=554.98' IE(N)8" CONC=547.05' IE(E)8" CONC=547.36' IE(S)8" CONC=549.18' SCO RIM=558.48' 3 ELEC. TRANSFORMER 6Q'CPP�6 "0 4 2" PVC DMH 2 RIM=569.50' IE(N)24" CONC=563.16' IE(S)24" CONC=563.46' IE(W)12" PVC=563.56' COMM.BOX SCO RIM=570.86' s Q N `557- ls /.. 3 R=550 y =0"4116" CBS FITl L=66.10' J jIf II / CB=682 36'07"E / / 556 N) sa7D oN=547-W 1 N 3:.. I GD5 1702353104900I- -1 SCHAFFNER PROPER, LLC —_ — 6 / / / SPRINgKELD 011 f478 M=551.76' / / / SS ..'3. /0 ONW)12"COC =548.24' / ' CONTA�N:11.4 ACRES M=547.4 / MORE ORLESS --J �D - JD ... I mss° 1702350004100 FPG OREGON LLC 4901 VINELAND RD STE 300 / \�\�\\ 1 �� SPRINGFIELD OR, 97478 \ �\ -FI'1 / / I 30 z. 0 LL 30 If / / / / / �a / / \�\�\hll Illjj// F .I I 1 .565 .'''� ELEC. VAULT .77 11. E o ".564, / y X565' / „�c (Cl —MM--U Ano�b --- — 5-66 _T \ T _— —--- —--�/— �567 — I \V ym 5HEDGE = .a 569 —570 3. FENCE AND WAL i 3 � PROPERTY LIN SROSSES TH ELEC. YKULTZ 76 — —575' sT j . 1>/j,/ / ( ° r 0 577 — _ / — -578— �\ S/0 y 0 I _< N66°05'59W250 67' _ _ I b' HEDGE I.. V 575 \ 3' WOOD G WOOD DECK 6 COMM. RISER 8" AC 2. FENCE AND DECK SWING SET CROSSES THE PROPERTY LINE 4 HEDGE j u sj I2 1. FENCE CROSSES THE .VIII PROPERTY LINE A a' 1702353400200 J. N /3L4 1702353400100 BARROWS CHRISTINAM n / /. �4 / < 185 & 8N KAREN ST Yf 193 5 72ND ST 5 Id I I I a /S 72ND l� 'LL SPRINGFIELD OR, 97478 I`I SPRINGFIELD OR, 97478 KEYSTONE PAVERS 4 I NORTH 0 GRAPHIC SCALE 40 0 10 40 b !0 ( IN FEET ) 1 Kroh - YO feet ALTA/NSPS LAND TITLE SURVEY SITUATED IN THE SOUTHWEST ONE QUARTER OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON LEGEND LEGAL DESCRIPTION PER TITLE REPORT A - SURVEY CONTROL POINT LOT 1, MCKENZIE HILLS, AS PLATTED AND RECORDED ° -SET SURVEY MONUMENT IN FILE 72, SLIDES 19, 20 AND 21, LANE COUNTY OREGON PLAT RECORDS, IN LANE COUNTY OREGON. 0 - FOUND SURVEY MONUMENT ❑ -CATCH BASIN 0 -WATER VALVE NOTES: ® - WATER METER 1. THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES © - SANITARY SEWER MANHOLE SHOWN ARE ALL THE UTILITIES IN THE AREA. THE UNDERGROUND UTILITIES ® - STORM DRAIN MANHOLE SHOWN ARE BASED ON LOCATE PAINT MARKINGS IN THE FIELD AND AS -BUILT e - CLEAN OUT MAPPING. UTILITIES SHOWN MAY NOT BE IN THE EXACT LOCATION AS NOTED ON THIS SURVEY, BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM PAINT pQ - IRRIGATION CONTROL VALVE MARKINGS ON THE GROUND. THE PAINT MARKINGS ON THE GROUND WERE D4 - GAS VALVE PROVIDED BY ONE CALL UTILITY LOCATES [811]. ® - GAS METER 2. STORM DRAIN AND SANITARY SEWER LINES SHOWN ARE APPROXIMATE AND E3 - MAIL BOX BASED ON VISIBLE ABOVE GROUND EVIDENCE AND AS -BUILT MAPS. ]pf - LUMINAIRE ® - COMM RISER 3. THE HORIZONTAL DATUM AND BASIS OF BEARINGS IS NAD 83 (2011) EPOCH IM - COMM ]UNCTION BOX 2010.00 OREGON NORTH 3601, INTERNATIONAL FEET. GPS OBSERVATIONS USING ® -SIGNAL JUNCTION BOX THE OREGON REAL TIME NETWORK (ORGN) WERE HELD AT CONTROL POINT NUMBER 10 AND 11. TERRESTRIAL GROUND MEASUREMENTS WERE TAKEN ® - ELECTRIC METER BETWEEN ALL INTERVISIBLE CONTROL POINTS. TRIMBLE BUSINESS CENTER ® - ELECTRIC ]UNCTION BOX VERSION 4.0 WAS USED TO ADJUST THE CONTROL NETWORKS. CQ -a - UTILITY POLE E- - GUY ANCHOR 4. THE VERTICAL DATUM IS NAVD 88. A GPS DERIVED ELEVATION OF 578.61' FEET - FIRE HYDRANT WAS HELD AT CONTROL POINT NUMBER 11. DIGITAL DIFFERENTIAL LEVELS WERE RUN THROUGH THE ON-SITE CONTROL. -� -SIGN -WETLANDFLAG IMPROVEMENT NOTES: TP -TEST PIT 1. THERE IS A Y TALL WOOD FENCE THAT CROSSES THE SOUTHERLY LINE OF THE My SUBJECT TRACT BY 0.4', AT THE NORTHEAST CORNER OF LOT 2, "McKenzie HILLS" ® -MONITORING WELL TO A POINT 40' WEST OF THE NORTHEAST CORNER LOT 2. —j - LINE CONTINUES TO UNKNOWN LOCATION 2, THERE IS A SIX FOOT WOOD FENCE THAT CROSSE THE SOUTHERLY LINE OF THE — E — - UNDERGROUND ELECTRIC LINE SUBJECT TRACT BEGINNING AT A POINT 7.7FEET EAST OF THE NORTHWEST —ST— - UNDERGROUND STORM DRAIN LINE CORNER OF LOT 3, "McKenzie HILLS THAT IS 9.5' NORTH OF THE SOUTHERLY LINE FOR 103.8' TO A POINT THAT IS 12.5.' NORTH OF THE SOUTHERLY LINE THAT —SS— - UNDERGROUND SANITARY SEWER LINE CROSSES SOUTH ACROSS THE SOUTHERLY LINE 13' WEST OF THE NORTHEAST —C— - UNDERGROUND COMMUNICATION LINE CORNER OF SAID LOT 3. —T— - UNDERGROUND TELEPHONE LINE THERE ISA 7.8'X 7.8' DECK THAT IENTIRELY THE SUBJECT TRACTTHE —N— -UNDERGROUND CABLE N LINE SOUTHERLY LINE 23.8' WEST OF THEE NORTHEAST CORNER OF LOT 3, McKenzie —W— - UNDERGROUND WATER LINE HILLS. — G — - UNDERGROUND NATURAL GAS LINE 3. THERE IS A SIX FOOT WOOD FENCE THAT CROSSES THE SOUTHERLY LINE OF —SIG— - UNDERGROUND TRAFFIC SIGNAL LINE THE SUBJECT TRACT 2.8' EAST OF THE NORTHWEST CORNER OF LOT 4, "McKenzie —OH— -OVERHEAD UTILITY LINE HILLS" THAT RUNS TO THE EAST LINE OF THE SUBJECT TRACT 12.2' NORTH OF THE 0 - FENCE LINE NORTHEAST CORNER OF LOT 4, "McKenzie HILLS". SMH - SANITARY SEWER MANHOLE THERE IS A 12" WIDE KEYSTONE WALL THAT CROSSES THE SOUTHERLY LINE OF DMH - STORM DRAIN MANHOLE THE SUBJECT TRACT THAT IS NORTH 2' NORTH AND 8.5' EAST OF THE NORTHWEST CB -CATCH BASIN CORNER OF THE SUBJECT TRACT. FI - FIELD INLET 4, THERE ARE COMMUNICATION STRUCTURES AND IT APPEARS THAT THERE ARE El - CONCRETE COMMUNICATION LINES THAT WERE NOT LOCATED THROUGH THE ONE -CALL UTILITY LOCATE COMPANY(811) ALONG THE SOUTHERLY LINE OF THE SUBJECT TRACT. THAT HAVE NO EASEMENT. -ASPHALT SPECIAL EXCEPTIONS: b. EASEMENTS, NOTES, CONDITIONS, RESTRICRONS AND DEDICATIONS AS SHOWN, SET FORTH, AND/OR DELINEATED ON THE RECORDED PLAT OF MCKENZIE HILLS, RECORDED IN RECEPTION NO. F072 5019 LANE COUNTY OREGON PLAT - DECIDUOUS TREE (DTR) RECORDS. (PLOTTED) 7. EASEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF, GRANTED THE OREGON STATE HIGHWAY COMMISSION AND THE CIN OF SPRINGFIELD, FOR SLOPE EASEMENT AND FOR STORM DRAINS RECORDED JULY 18, 1966, RECEPTION NO. 1966-054410, LANE COUNTY OREGON DEED RECORDS. - EVERGREEN TREE (ETR) (PLOTTED WITHIN PLAT EASEMENT) S. DEED OF TRUST, INCLUDING THE TERMS AND PROVISIONS THEREOF, EXECUTED BY SCHAFFNER PROPERTIES LLC, GRANTOR, TO CASCADE TITLE COMPANY, EXAMPLE TRUSTEE, FOR THE BENEFIT OF OREGON PACIFIC BANK, BENEFICIARY, DATED AUGUST 18, 2016, RECORDED AUGUST 25, 2016, RECEPTION NO. 2016-041430, 12" DTR 5LANE COUNTY DEEDS AND RECORDS, TO SECURE PAYMENT OF A NOTE FOR $133,019.87. DIAMETER I NO. OF TREES TYPE FROM ONE BASE BOUNDARY NARRATIVE: THE CENTERLINE OF SOUTH 72ND STREET WAS RE-ESTABLISHED AS A LINE FROM A POINT 30 FEET EAST OF MONUMENT NUMBER [106] TO A POINT 30 FEET EAST OF MONUMENT NUMBER [1021. THAT RESULTING LINE WAS OFFSET 30 FEET EAST FOR THE WEST LINE OF THE SUBJECT TRACT. NOTE: THE SOUTH LINE OF THE SUBJECT TRACT WAS ESTABLISHED AS A LINE FROM A POINT 95.00 FEET NORTH OF MONUMENT NUMBER [101] TO A POINT 120 FEET NORTH OF MONUMENT NUMBER [111]. PER THE PLAT OF " McKenzie HILLS, LANE NOT ALL ITEMS IN THE LEGEND COUNTY PLAT RECORDS. ARE SHOWN ON THE SURVEY. THE EAST LINE OF THE SUBJECT TRACT WAS ESTABLISHED AS LINE FROM MONUMENT NUMBER [110] TO A POINT 164.98 FEET EAST OF MONUMENT NUMBER [100] PER SAID McKenzie HILLS. THE CENTERLINE OF McKenzie HIGHWAY (STATE HIGH WAY126) WAS RE-ESTABLISHED BY HOLDING THE CENTERLINE GEOMETRY FROM STATE HIGHWAY MAP NUMBER 8B-35-10 AND BY POSITIONING THE CENTERLINE FROM A POINT 40.00 FEET SOUTHERLY OF MONUMENT NUMBER [109] TO A POINT 50.00 FEET NORTHERLY OF A POINT AT THE PLAT DISTANCE OF 281.96 FEET ALONG THE EASTERLY LINE OF THE SUBJECT TRACT PER SAID McKenzie HILLS. MONUMENT NUMBER [106] AND [107] FIT THE CENTERLINE PER THE PLAT OF RIVERGATE, LANE COUNTY PLAT RECORDS. A STATION 356+53.27 WAS HELD AT A POINT 66.10 FEET EASTERLY OF THE THE EASTERLY RIGHT OF WAY LINE OF SOUTH 72ND STREET PER SAID McKenzie HILLS THAT RESULTING LINE WAS OFFSET SOUTHERLY 50.00 FEET FOR THE NORTHERLY LINE OF THE SUBJECT TRACT. CERTIFICATION FOR SURVEYS: 1. THIS SURVEY WAS MADE ON THE GROUND MARCH 2ND AND 3RD, 2021. THIS SURVEY CORRECTLY SHOWS THE AREA OF THE SUBJECT PROPERTY, THE LOCATION AND TYPE OF ALL IMPROVEMENTS SITUATED ON THE SUBJECT PROPERTY. 2. OBSERVABLE, ABOVE GROUND ENCROACHMENTS BY THE IMPROVEMENTS ON THE SUBJECT PROPERTY UPON ADJOINING PROPERTIES, STREETS OR ALLEYS, OR BY THE IMPROVEMENTS ON ADJOINING PROPERTIES, STREETS OR ALLEYS UPON THE SUBJECT PROPERTY ARE NOTED HEREON. 3. THE LOCATION OF EACH EASEMENT, RIGHT OF WAY, SERVITUDE, AND OTHER MATTER AFFECRNG THE SUBJECT PROPERTY AND LISTED IN CASCADE TITLE COMPANY OF OREGON PRELIMINARY REPORT ORDER NUMBER 0324663, DATED JANUARY 13, 2021 RECORDING REFERENCES, TO THE EXTENT THAT SUCH MATTERS CAN BE LOCATED. THE PROPERTY SHOWN ON THE SURVEY IS THE PROPERTY DESCRIBED IN THAT TITLE REPORT. 4. THE SUBJECT PROPERTY HAS ACCESS TO AND FROM DULY DEDICATED AND ACCEPTED PUBLIC STREETS. AND IS AT THE INTERSECTION OF SOUTH 72ND STREET AND McKenzie HIGHWAY. 5. THE MEASURED BEARINGS AND DISTANCES SHOWN HEREON FORMS A MATHEMATICALLY CLOSED FIGURE WITH A hIINIMUM LATITUDE AND DEPARTURE CLOSURE ERROR OF I IN 50,000. 6. THE SUBJECT PROPERTY LIES WITHIN FEMA ZONE'X' WHICH IS DETERMINED TO BE OUTSIDE OF THE 500 YEAR FLOODPLAIN. PER MAP FIRM NUMBER 41039CI167 F EFFECTIVE ]UNE 2, 1999. 7. THERE WAS NO ZONING REPORT PROVIDED BY THE CLIENT. 9. SURVEYOR HAS NO KNOWLEDGE OF ANY PROPOSED RIGHT OF WAY CHANGES. 10. NO EVIDENCE OF WETLAND DELINEATION WAS LOCATED DURING THE FIELD SURVEY. I HEREBY CERTIFY TO DG -SPRINGFIELD, OR-1-UT,LLC A UTAH LIMITED LIABILITY COMPANY, CASCADE TITLE COMPANY OF OREGON; DG RETAIL, LLC; DOLLAR GENERAL CORPORATION; HIX SNEDEKER COMPANIES, LLC, AN ALABAMA LIMITED LIABILITY COMPANY AND SCHAFFNER PROPERTIES LLC. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2-5, 6(a), 7(a), 8, 9, 11, 14, I6, 17, I8, 20, AND 21(a)(b)(c) OF TABLE W THEREOF. THE FIELDWORK WAS COMPLETED ON MARCH 3, 2021. CES IN W MAKES NO WARRANTIES AS TO MATTER OF UNWRITTEN TITLE SUCH AS ACQUIESCENCE, ESTOPPEL, ADVERSE POSSESSION, ETC PAULA. KAHN PROFESSIONAL LAND SURVEYOR REGISTRATION NO.(OR)58964 y �pU zZ NQ F a U wo v I"F � La Z Z 0ito v m W 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT A WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 email: WadeQwoodcreatreV.Com PROJECT �O aLL H LU W co Wo LU Z04 m LU W co D' LU Q U Of Lu LU Z LL Q O Z Ocn O K LU 0 a J Lu CO CL O Of <©Q Q REVISIONS xo. oEmwvnax onn: 88 c Z ° a O'm �m • e m W W mho N Z ?tea S d — z m ,rT m . 0 v -n d Z '2 o- W £ d 0 �N (� n 0 y� no "e SHEET TITLE 3 EXISTING CONDITIONS Jli e_ 07-16-21 s AS NOTED g aurae JMS 20316 ..a NNS ,..00.2 20316 s ss s I —ST �sT�/54� =553= -=_ —Sh ST—ST—ST a d... ° i �2 j c-'� / �, 1 1 —0 G 55 — — � �-- — 554�� L 557- I I ! \ �m 3 1 I s G�5 / 1702353104900 SCHAFFNER PROPER�ES, LLC SPRINGFIELD OR7478 CONTAiN.11.4 A/CRES MORE Ot SS / / I / le / I I/ / / I 3 -�660 04100 FPG GREG 4901 VINELAND RD STE 300 SPRINGFIELD OR, 97476 INA ��71�111j\z\r�� / I —565 �2///// 1 / -� optbllll7/�_ — — _ — — -56-7—— —I T%— — — — — ,�— — — — — — � — — 569 — ✓ \ . SHEET NOTES 1. SEE SHEET COA FOR GENERAL SHEET NOTES. -- 2. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 3. REMOVE ALL SITE COMPONENTS AND RECYCLE _ COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. i 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM • DAMAGE ALL EXISTING RIGHT–OF–WAY SURVEY \ MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. 10. PROTECT ALL EXISTING UTILITY STRUCTURES AND UNDERGROUND MAINS TO REMAIN. 11. PROTECT ALL EXISTING VEGETATION TO REMAIN. ❑X PROTECTION NOTES 1 PROTECT EXISTING TREE 2 NOT USED 3 PROTECT EXISTING UTILITY OX DEMOLITION NOTES 1 REMOVE EXISTING TREE 2 REMOVE EXISTING ELECTRIC UTILITY STRUCTURE. COORDINATE RELOCATION WITH SPRINGFIELD UTILITY BOARD. 3 REMOVE EXISTING COMMUNICATIONS STRUCTURE. COORDINATE RELOCATION WITH UTILITY PROVIDER. GRAPHIC SCALE 20 a 10 2a M B° ( IN FEET ) 1 Inch - 20 feet 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 email: wade0woodcre9trev.com II PROJECT 1 Da0 LU it z W a_ W o J W LU W C) �R U V LU LU 0 U LU 0 J o <© Q 1 -- co Tn co o� z N I— Tn o d� � o z LU LL Z o a U Tn LU REVISIONS rvc. oewunia onre w W W W, z Q' W Lu z z W SHEET TITLE DEMOLITION PLAN 07-16-21 AS NOT®ims S 20316 R .a NW 5 ,..00.3 20316 0 Q 2 3 L' s • I� 0 I I I I I n LJ •• 53 1702350004100 FPG OREGON LLC 4901 VINELAND RD STE 300 SPRINGFIELD OR, 97478 SHEET NOTES 1. SEE SHEET COA FOR GENERAL SHEET NOTES. 2. SEE ARCHITECTURAL PLANS FOR ADDITIONAL SITE INFORMATION. 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24—HOUR NOTICE IS REQUIRED. OO CONSTRUCTION NOTES 1 INSTALL CONCRETE CURB PER DETAIL 1/C4.0 2 INSTALL CONCRETE SIDEWALK PER DETAIL 2/C4.0 3 INSTALL ADA PARKING PER DETAIL 3/C4.0 4 INSTALL CONCRETE WHEEL STOP PER DETAIL 5/C4.0 5 INSTALL ADA RAMP PER DETAIL 6/C4.0 6 INSTALL 6" BOLLARD PER DETAIL 7/C4.0 7 INSTALL BIKE PARKING. SEE ARCHITECTURAL PLANS FOR DETAILS 8 INSTALL STRIPING. SEE ARCHITECTURAL PLANS FOR DETAILS 9 INSTALL COVERED TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS 10 INSTALL WALL PER DETAILS BY OTHERS. (DESIGN/BUILD) CONTRACTOR TO COORDINATE. 11 INSTALL MONUMENT SIGN. SEE ARCHITECTURAL PLANS FOR DETAILS. 12 INSTALL FENCE. SEE ARCHITECTURAL PLANS FOR DETAILS 13 INSTALL LANDSCAPE ISLAND LEGEND PROPERTY UNE CONCRETE PAVEMENT L...., SURFACING PER DETAIL 8/C4.0 ASPHALT SURFACING — STANDARD ........................................... PER DETAIL 9/C4.0 ASPHALT SURFACING — HEAVY - - �\\ \�\'� PER DETAIL 10/C4.0 AREA CALCULATIONS IMPERVIOUS BUILDING 10,733 SF PARKING LOT 23,645 SF CONCRETE SIDEWALK 2.946 SF TOTAL 37,326 SF PERVIOUS 27,613 SF TOTAL SITE AREA 64,939 SF GRAPHIC SCALE 20 0 10 20 10 Bo ( IN FEET ) 1 Inch - 20 feet Q I _ � M F�GEHWgY 126) o / 0 -554- �� /��I hhh _ �_ 554.83 BW 560.00 TW- . �f- 56.84 RIM / -�- 556.26 BW S I / 554.95 BW_ 1 w S) 555.07 BW 559.45 TW _ - - 561 557.20 BW 558.01 TW. . 554.79 BW _ _ - _ - '�- s. 560.95_TW 562.00 TW / - ,' j.. .. 562.15 SW f I /_ _ _ _ - - 555.91 TW 559.66.TP'S60.58 TP ..p 562.23 DS Ss I _ 561.01 SW r 5h5 h55. 59.05 -RIM / '•� 560.63 TP 'A A q` 559.57 TP 560.63. TP ` , 562.00 TW - ly 560ao TP 558.76 BW moo, I� 5g� ' 559.3�RIM ..: _ / I / I � � �••I � �I h6 �5 qqO / 60 `� I 'OD < I / / / _ 561.00 TP Ir / -558- - + / / / 561.00 BW 560.23 RIM 561.43 TP e': I I / / I 556.70 MJ 559.28 TP i 562.00 TW •/u 561.49 TP / / _ I /561.69 TP I 557.55. TP `.561.40 .TP b ... / / / a 558.34 TP 559.85 TP 561.69 TP /� / 0 I \ I JI I 557.11 TP' �.I/ 1 560.45 TP 562.15 SW / 562.00 13W 01 ( / 563.00 TW /� \® 557.18 TP 561.40. TP 562.23 DS F�-562.25 h / • 555 / I ® / y� 557.90 TP 559.85 TP -561- 561.40 T / 558.54 TP Ss 1 -\ 561.65 TP_ / / 564 / • : 557.98 TPP p 0 Jj\s / 559.06 TP 561.60 TP / \ I I7� i- - 559.93 TP 561.60. TP/ r 30' z \ 30' / .557.88. TP / 562.00 BW l / 558.67 TP I JZ 561.49 TP / 564.82 TW / JI,�� 558.80. SWI 559.55 TP 559.79 TP / / 558.54 SW 559.08 _TP 561.49 TP, / I 559:17. TP /I � 562.16 SW / I \ 558.76 TP559.17 TP 559.647P ' , r. ' 561.28 TP 562.23 .DS I A 560.08 TP 561.52 TP 1 X60- 890 .TP 559:54 _TP 559.26 TP_ 561.78 SW 565 560.73 TP I / / -r•0 561.84 SW b62.23 HP 5 / 560.88 TP 62.00 BW 560.10 RIM559.81 TP / / S�2565.00 TW � � • " �� ' 561:23 TP 561.57 HP 562.15 BW 561 561:80 SW 561:72.TP 565.00 TW 561.37 TP / I \ .• / 3 / 6h, 563.37 TP / Ss�j� 561.29 RIM " {�J 565.00 TW '� \ 563.12 BW 561.32 TP 56080 IM \552.08 BW 561.51 TP 561.76 BW _56A 564.41 TP X41 ` 564.09 -BW 562:60 BW .�.. _ _ I I . 66I _5665.94 566.13 TW _ 561.77 SW 'LI _ 565.60 TW �66/I \ :. Ih6';� �- - o- - 568_ - - _ _ _ _ - 565.08 TW -.568 561.85 BW / - - 566= _570- -561.66 HP561.53 TP 564.31 TW y / I -_---_ sip \ 5 -575, 1 her" X576 � _ -_578- -576 - - _-577� III,\\\\ 511 I � SHEET NOTES 1. SEE SHEET COA FOR GENERAL SHEET NOTES. 2. CURB HEIGHTS ARE 6' UNLESS NOTED OTHERWISE. 3. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 4. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). 5. ALL WALKWAYS FROM ACCESSIBLE UNITS ARE DESIGNED TO NOT REQUIRE HANDRAILS. THEREFORE, RAMPS WITH SLOPES STEEPER THAN 5.0% AND LESS THAN 8.33% SHALL NOT EXCEED 0.5' RISE OR 6.0' LENGTH. 6. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. 7. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED GRADE WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY AND RUNOFF PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. GRADING LABEL LEGEND SPOT ELEVATION XX.XX XX -DESCRIPTION LISTED BELOW. BW FINISHED GRADE AT BOTTOM OF WALL DS DOOR SILL EX EXISTING GRADE FF FINISHED FLOOR ELEVATION FG FINISH GRADE G GROUND SW SIDEWALK TC TOP OF CURB TP TOP OF PAVEMENT TW FINISHED GRADE AT TOP OF WALL LEGEND EXISTING CONTOUR MINOR -102- EXISTING CONTOUR MAJOR 100 PROPOSED CONTOUR MINOR 102 PROPOSED CONTOUR MAJOR 100 GRADE BREAK Ga GB EARTHWORK QUANTITIES FILL 1,067 CY CUT 2,424 CY NET (CUT) 1,357 CY NORTH 0 GRAPHIC SCALE 20 0 10 20 M eo ( IN FEET ) 1 Inch - 20 feet WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 email: wade@woodcreatrev.com II PROJECT 1 0a 0 w LU z LU Wa O J W w W Cr Cr LU 0 O 92 U 0 0J 0 a O p Q I- Tn '0 or -- d250, o in C0 Z LL Z o a U n LU T REVISIONS rvc. oewunia onre SHEET SHEET TITLE GRADING PLAN DATE _ m 70111 U 07-16-21 AS NOTED z_ by N Q F U o F. F � SeEV /�'-�Lf� rmxn 20316 .O Lz a m W 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 CLIENT WOODCUST 1410 MAIN STREET, SUITE C RAMONA, CALIFORNIA 92065 CONTACT: WADE WYLIE P: 760-789-5493 email: wade@woodcreatrev.com II PROJECT 1 0a 0 w LU z LU Wa O J W w W Cr Cr LU 0 O 92 U 0 0J 0 a O p Q I- Tn '0 or -- d250, o in C0 Z LL Z o a U n LU T REVISIONS rvc. oewunia onre SHEET SHEET TITLE GRADING PLAN DATE _ a 07-16-21 AS NOTED aurae °^ JMS 20316 ...Ey NWS SeEV /�'-�Lf� rmxn 20316 .O mss — ss ss / / N i i / SO AD -01 IE 6" OUT=554.70 (W) 0 LF — 6"SD C900 i=1.00% 5 LF — 6"SD C900 LF — 6"SD C900 IE=558.006 LF — 6"SD C900 I : S=2.00% �4" BACKWATER VALVE PRODUCT BY _ a"cn CLEAN CHECK INC. 4" OUT=557.50 (W) 1 2 NORTH 3 4 5 GRAPHIC SCALE 6 20 0 10 20 m m 7 8 ( IN FEET ) 1 Inch - 20 feet CONNECT TO EXISTING GAS MAIN INSTALL 59LF OF GAS LINE GAS METER. SEE MEP PLANS FOR DETAILS CONNECT TO POWER AT EXISTING VAULT (TO BE RELOCATED INSTALL NEW ELECTRICAL VAULT (RELOCATED OUT OF DRIVEWAY). RIM ELEVATION=560.74' INSTALL NEW COMMUNICATIONS BOX (RELOCATED OUT OF DRIVEWAY). RIM ELEVATION=556.93' ELECTRICAL STUB INSTALL NEW TRANSFORMER. PAD ELEVATION=559.60' SHEET NOTES 1. SEE SHEET CO.1 FOR GENERAL SHEET NOTES. 2. STRUCTURES HORIZONTAL LOCATIONS AND PIPE INVERTS ARE BASED ON THE CENTER OF THE STRUCTURE. 3. PIPE BEDDING AND BACKFILL UTILITIES SHALL BE DONE PER DETAIL 1/C4.1. 4. ALL SANITARY PIPING SHALL BE PVC 3034 OR APPROVED EQUAL UNLESS NOTED OTHERWISE. 5. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. 6. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH UPC CHAPTER SEVEN, SECTION 707 AND SECTION 719. THIS PLAN MAY NOT SHOW ALL REQUIRED CLEAN OUTS. 7. DOMESTIC WATER AND FIRE LINES AND ACCESSORIES BETWEEN THE WATER METER AND THE BUILDING SHALL BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY A LICENSED PLUMBING CONTRACTOR. 8. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE UPC. 9. INLETS AND OUTLETS TO ON—SITE MANHOLES SHALL HAVE FLEXIBLE CONNECTION NO CLOSER THAN 12" AND NO FARTHER THAN 36" FROM THE MANHOLE. 10. CONTRACTOR TO VERIFY SANITARY AND WATER SIZING AND INVERTS WITH APPROVED PLUMBING PLANS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION OF SAID UTILITIES. 11. ALL STORM AND SANITARY FITTINGS TO BE ECCENTRIC FITTINGS UNLESS OTHERWISE NOTED. LABEL LEGEND PIPE LABELS UTILITY LENGTH F UTILITY SIZE XXLF — XX" XX — UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE LABELS UTILITY TYPE (FP=FIRE PROTECTION, S=SANITARY, SD=STORM DRAINAGE, W=WATER) STRUCTURE TYPE (SEE BELOW) Ff-- XX XX—XX ID NUMBER (WHERE APPLICABLE) RIM=XX.XX IE IN=XX.X —STRUCTURE INFO (WHERE APPLICABLE) IE OUT=XX.X STRUCTURE TYPES = DESCRIPTION AD STORM AREA DRAIN PER DETAIL 2/C4.1 CB STORM CATCH BASIN PER DETAIL 2/C4.1 CO CLEANOUT PER DETAIL 4/C4.1 CDSMH CDS MANHOLE PER DETAIL/C4.2 DCDA DOUBLE CHECK DETECTOR ASSEMBLY PER DETAIL W2.02/C4.2 FCMH FLOW CONTROL MANHOLE PER DETAIL 5/C4.1 FDC FIRE DEPARTMENT CONNECTION PER DETAIL 7/C4.1 FV FIRE VAULT PER DETAIL 8/C4.1 RD ROOF DRAIN CONNECTION RPBF REDUCED PRESSURE BACKFLOW IN ABOVE GROUND "HOT BOX" PER DETAIL W2.00/C4.2 SCB SANITARY CATCH BASIN PER DETAIL 6/C4.1 NAA WATER METER. SEE PIP PLANS FOR DETAILS LEGEND SANITARY SEWER UNE ss ss WATER LINE — W W W — FIRE LINE—FP—FP—FP—FP— FDC LINE — FDC — FDC — FDC — STORM LINE POWER UNE O STORM NOTES E E 1 CONNECT TO EXISTING CATCH BASIN 2 INSTALL 60 LF OF 48" DETENTION PIPES. DETENTION PIPING TO BE INSTALLED WITH APPROXIMATELY 0.3% SLOPE PER DETAIL 3 INSTALL FILTERRA VAULT PER CONTECH DETAIL/C4.2 ( SANITARY NOTES 1 CONNECT TO EXISTING SANITARY SEWER LATERAL. CONTRACTOR TO VERIFY IE. 2 SANITARY SEWER POINT OF CONNECTION TO BUILDING. CONTRACTOR TO VERIFY INVERT BEFORE INSTALLATION. 3 INSTALL SANITARY TRAPPED, PRIMED, AND VENTED CATCH BASIN PER DETAIL 6/C4.1 0 WATER NOTES 1 DOMESTIC WATER SERVICE CONNECTION TO BUILDING 2 FIRE PROTECTION SERVICE CONNECTION TO BUILDING R=V4BACKFILL TO TOP OF CURB PAVEMENT T__ - _ I 9 ..II 16" tof 4" OF SUBBASE o COURSE 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. 1 CONCRETE CURB - STANDARD SCALE: NTS SEE PLAN CONCRETE SIDEWALK 2% MAX / 4" MIN. THICKNESS _77 ad. e. •�. 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. 2. CONCRETE SHALL BE 3000 P.S.I AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1-1/2" TO 3". 3. PANELS SHALL BE 5 FEET LONG. 4. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. 5. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS. 6. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 7. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIA. PVC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. CONCRETE SIDEWALK SCALE: NTS EDGE OF AC PARKING LOT ADA 4 SIGN 4.0 1' 4" WHITE STRIPE (TYP.) \ . 24" MIN, z t( N I 12" VAN Ir / g' Typ, 6' (8' VAN), TYP. I_ , 9' STD STALL (U.N.O.) (U.N.O.) ------III 8 COMPACT STALL—,..{ (SEE PLAN) BLUE ADA SYMBOL AND "VAN" BACKGROUND ACCESSIBLE TEXT SHALL (OPTIONAL) OCCUR ONLY AT STALLS SHOWN ON PLANS ATYPICAL PARKING LAYOUT LAYOUT 2' (TYP.) 4" WHITE– STRIPE (TYP.) 36' 4—a•—I� ANGLE ORIENTATION FOR FIELD LAYOUT SCALE: NTS r -BACK OF WALK J j (U.N. BLDG., FACE, OR C OBSTRUCTION 10% MAX. EDGE OF RAMP TO BE FLUSH WITH AC PAVEMENT SECTION 6:< I �n PLAN SECTIONA' 4" CONCRETE SIDEWALK 3" � BASE MATERIAL COMPACTED SUBGRADE NOTES: 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 041" LONG BY X" WIDE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE JIC DEEP BY Ya" WIDE. s�una mAmr - SCALE: NTS / RESERVED \ y PARKING --SIGN NO. R7-8 18" ® PER MUTCD I S6" / I \ \ --ATTACH SIGN N0. NOTE 1 \ VAN R7 -8P MERE APPLICABLE JIl ACCESSIBLE JJ / T- NOTES: 1. 2" ID GALVANIZED STANDARD t 'i1 STEEL PIPE WITH CLOSED TOP I Li II— NOTE 2 (ASTM A120-65). j_ EE _ r 6" i I 2. 8" DIA. CONCRETE FILLED POST HOLE. ADA PARKING SIGNTYPE 1 4SCALE: NTS INSTALL 3/4" x 18" DOWEL ANCHOR, TYP. DRAINAGE SLOT, TYP. NOTES: 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER. PRECAST CONCRETE WHEEL STOP SCALE: NTS 6^ 1 ^y'_;- Q18"0 MIN PIPE BOLLARD (6" DIA) 7 SCALE: NTS SMOOTH GROUT RADIUS TOP 3" WIDE BAND OF WHITE REFLECTIVE TAPE STD. 6" DIA. SCHED. 40 GALVANIZED STEEL (PAINTED YELLOW) FILLED WITH CONCRETE FINISHED GRADE 3300 PSI CONCRETE SCALE: NTS o yr o.voc SUBGRADE COURSE 9 ASPHALT PAVEMENT SECTION - STANDARD SCALE: NTS 10 SCALE: NTS G yr omaL SUBGRADE COURSE T PA )N - HEAVY VARIES 8' TO . 6 THICK PORTLAND CEMENT CONCRETE lt 5�•IF-X > 4'.. 6'IFX<4' •� (TYP. BOTH SIDES). X a ad •..� .�, ' ' . .° :. !: a ;: . �.• . °•' .:. :eo'so:u :" :eo'so; °•°°'eo vo ... °1^1"o °'si1"o :polo• ,.' sole°1 :o'e'o°eo 1'o so a el'o'sal`; ep ol'o l'o lile �l'o NOTE 1 °eo.e °1'o •e .e ,e eo`e. a o•e.e o• I I I I I I I I I I I I I -III I I I I :I w 6' COMPACT 12" OF BASE f SUBGRADE COURSE 2' 10% MAX. NOTES: 1. – CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. – CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF DEPRESSED TANGENCY AND AT ENDS OF EACH DRIVEWAY. CURB AREA 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. 4" CONCRETE SIDEWALK 3" � BASE MATERIAL COMPACTED SUBGRADE NOTES: 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 041" LONG BY X" WIDE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE JIC DEEP BY Ya" WIDE. s�una mAmr - SCALE: NTS / RESERVED \ y PARKING --SIGN NO. R7-8 18" ® PER MUTCD I S6" / I \ \ --ATTACH SIGN N0. NOTE 1 \ VAN R7 -8P MERE APPLICABLE JIl ACCESSIBLE JJ / T- NOTES: 1. 2" ID GALVANIZED STANDARD t 'i1 STEEL PIPE WITH CLOSED TOP I Li II— NOTE 2 (ASTM A120-65). j_ EE _ r 6" i I 2. 8" DIA. CONCRETE FILLED POST HOLE. ADA PARKING SIGNTYPE 1 4SCALE: NTS INSTALL 3/4" x 18" DOWEL ANCHOR, TYP. DRAINAGE SLOT, TYP. NOTES: 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER. PRECAST CONCRETE WHEEL STOP SCALE: NTS 6^ 1 ^y'_;- Q18"0 MIN PIPE BOLLARD (6" DIA) 7 SCALE: NTS SMOOTH GROUT RADIUS TOP 3" WIDE BAND OF WHITE REFLECTIVE TAPE STD. 6" DIA. SCHED. 40 GALVANIZED STEEL (PAINTED YELLOW) FILLED WITH CONCRETE FINISHED GRADE 3300 PSI CONCRETE SCALE: NTS o yr o.voc SUBGRADE COURSE 9 ASPHALT PAVEMENT SECTION - STANDARD SCALE: NTS 10 SCALE: NTS G yr omaL SUBGRADE COURSE T PA )N - HEAVY RESURFACING MATCH EXISTING PAVEMENT SECTION EXISTING AC SAWCUT� PAVEMENT LINE O 2 J ^ za az�� fO Iz�Uj " z m M Ln SEAL PRIMER LINE. w ty _,mJ ¢zl WRAP DRAINAGE FABRIC Fwo 12"— _1, ? � Q 12" D/2 TYPICAL PIPE SCALE: NTS PAVED I UNPAVED AREAS AREAS I a HEAVY DUTY 28" MIN SQ. TRAFFIC GRATE. RIM=PER PLAN WARNING TAPE 6" MIN. AND 1� N F= N ICER WIRE PIPE SIZE PER PLAN —IE PER PLAN ENGINEERED FILL SECTION NOTES 1CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION NTH CONTRACTORS COMPACTION EQUIPMENT. 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. TRAPPED CATCH BASIN SCALE: NTS TOP OF GROUND/PAVEMENT SLOPE AWAY FROM BUILDING PER GRADING PLAN ti, a a 4+.Y++lipilli N M1 v+M1 bA*'t.M1O+ • a I IEE—uyffpE' 4., IMIN.—I Izmm III 6" SEAL OF COMPACTED aso, e•O:o o e•o'. TRAFFIC GRATE NATIVE SOIL (LANDSCAPED a°°:$.°°e 676 AREAS ONLY) °•o:°o' %o •e'^: .. SEAL PRIMER LINE. •o•o.eFe o:o, a°"'.'•` INSTALL PER WRAP DRAINAGE FABRIC S°°•° 12"— _1, AROUND ALL SIDES, 12" ANCHOR TYP. COMPACTi WA SUBGRADE 5106 MIN. OVERLAP I _ SEE NOTE 1 1 PERFORATED NATIVE SOIL OR DRAINAGE DRAIN PIPE. STRUCTURAL FILL 2 SEE NOTE 1 FILL NOSES 1. LAY PERFORATED DRAIN PIPE ON MIN. 0.5% GRADIENT, WIDENING EXCAVATION AS REQUIRED. MAINTAIN PIPE ABOVE 2:1 SLOPE AS SHOWN. 2. CONNECT TO FOUNDATION DRAIN STUBOUT SHOWN ON PLANS. PERIMETER FOUNDATION DRAIN SCALE: NTS O•-111^ IVP CLEANOUT HUB CONCRETE -Fb=3500 PSI FINISH GRADE 4" DIA CLEANOUT 3/4"-0 CRUSHED ROCK - COMPACT TO 95% OF PASHTO T-180 STANDARDS 18 GA INSULATED TRACER WIRE SANITARY SEWER - PVC ASTM 3034 OR EQUAL - SEE PLANS FOR SIZE PIPE BEDDING - 3/4" - 0" TYPICAL CLEANOUT SECTION SCALE: NTS PLAN FRAME AND COVER SET IN MORTAR PROVIDE LIFT HANDLE 1" DIA. ROD SECONDARY ORIFICES ON RESTRICTOR PLATE AT ENDS OF DOWN -TURNED ELBOWS. SEE BELOW FOR ORIFICE SIZES. SD PIPE FROM DETENTION FACILITY FLOW FRESNO SERIES 6800— SHEAR GATE OR APPROVED EQUAL, TO BE WATERTIGHT IN PLACE. RESTRICTOR PLATE — WITH PRIMARY ORIFICE, SEE BELOW FOR SIZE 5" MIN. - 8 t0 O ADJUSTABLE LOCK HOOK WITH LOCK SCREW 1" DIA. ROD:�i OR TUBING n ILET FROM LIFT HANDLE 4 TENTION FACILITY ATTACHMENT ° ANHOLE ACCESS 20M ABOVE D" DIA. ANHOLE N LIFT HANDLE MAXIMUM OPENING OLES ON 10" CIRCLE CLOSED FRONT SIDE SHEAR GATE DETAILS WATER TIGHT TOP OF BRASS PLUG PAVEMENT CLEANOUT a PIPE SIZE PER PLAN SEE NOTE 3� HEAVY DUTY 15" SQ. TRAFFIC GRATE WITHOUT F.D.C. RIM=PER PLAN 676 COUPLING AUTOMATIC TRAP .. SEAL PRIMER LINE. AUTOMATIC - , ,. INSTALL PER BALL DRIP PLUMBING CODE. 12"— _1, SEE NOTE 2. ANCHOR TYP. COMPACTi WA SUBGRADE 5106 - LA I _ SEE NOTE 1 NOTES 1. 10 GAUGE STEEL PLATE, BITUMINOUS COATED BY GISBON STEEL BASINS, GRATEMASTER OR APPROVED EQUAL. 2. SEE PLUMBING PLANS FOR PRIMER LINE CONNECTION. CONTRACTOR TO PRIME TRAP AFTER INSTALLATION. 3. INSTALL VENT ON OUTLET PIPE PER PLUMBING CODE. TRAPPED CATCH BASIN W/ THREADED CLEANOUT AND PRIMER SCALE: NTS FDC STAND PIPE. VERIFY SIZE NOTE 1 PLAN FLOW DUAL PORT INLET. VERIFY MAKER, MODEL AND SIZE. 18" MIN. 36" MAX. SIDE FINISH GRADE LOCATION PER PLANS \ : ' :7 REFERS TO CENTER OF STRUCTURE ::I•�°`?�: I RIM PER FINISHED GRADES ON GRADING PLAN 12" CONCRETE COLLAR THRUST BLOCK 6" MIN, THICKNESS FLOW AROUND FRAME, OR °+ CAST INTO CONCRETEr'.:'i: TO VALVE •, WALKWAY Y.�!.� AND BOX g �Yz" S/S BOLT, TYP. SECTION 3" a N — 60" MIN.- a. — OVERFLOW IE=SEE BELOW — ORIFICE IE=SEE BELOW _ 24" DIA. (DG "A") 12" DIA. (DG "B") /-FABRICATED SOLID WALL HDPE TEE PER ASTM D-1248 SDR 26 PIPE SIZE SEE PLAN M FLOW MIN I _ -..- --- -... FLEXIBLE COUPLING NON SHRINK I' GROUT (TYP.) ENGINEERED FILL 6" MIN. BEDDING SECTION A 2YR ORIFICE = 2.6" DIA HORIZ. ® 550.00 5YR ORIFICE = 2.6" DIA VERT. ® 552.29 10YR ORIFICE = 1.9" DIA VERT. ®552.66 25YR ORIFICE = 1.2" DIA VERT. ®553.06 EMERGENCY OVERFLOW ORIFICE = 15" DIA HORIZ. ®553.55 5 FLOW CONTROL MANHOLE SCALE: NTS NOTES 1. CONCRETE ANCHOR PAD TO BE 12%12"x6" THICK, UNLESS NOTED OTHERWISE. ELIMINATE IF INSTALLED IN CONCRETE PAVED AREA. 2. USE FLANGE OR THREADED FITTINGS. 3. CONTRACTOR SHALL PROVIDE SINGLE CHECK VALVE AND BALL DRIP VALVE IN ACCESSIBLE LOCATION INSIDE DDCV VAULT. COORDINATE WITH PLUMBING. FIRE DEPARTMENT CONNECTION (FDC) DUAL PORT SCALE: NTS SIAMESE HEAD FIRE DEPT. CONN. PER NFPA 13 4" D.I.P. GLAND 18" TO 36" 1 GASKET �y ,' SEALS i TYP. I NOTE: PROVIDE TAMPER SWITCH, WIRING TOOT a, • 4FLOWr-__ OSHA24" APPROVE 1 LADDER I MIN. ��-- --12"--- II MIN. 6" MIN. --I a M . FINISH GRADE PLAN ELEC. CONDUIT TO (1) SPOOL FLG. x PE. RETAINER GLAND OMONITORING STATION IN BUILDING VARIES, 6" MIN. WHEN RAISED • n III GLAND i UTILITY VAULT OR EQUAL NTH F.D.C. WITHOUT F.D.C. FLANGE 676 COUPLING 12" ADAPTOR MIN. AUTOMATIC - , ,. , .; BALL DRIP ' °- ' VALVE CINCH "0^�:�•' ANCHOR TYP. SECTION 3" WIRING CONDUIT MIN. TO 01 RETAINER GLAND NONSHRINK PIPE SUPPORTS • GROUT TYP. SUMP W/ 2" DRAIN HOLE •°:o 2" DRAIN OR 1 CU. YD. PER GRAVEL D.D.C. SIZE UTILITY VAULT OR EQUAL NTH F.D.C. WITHOUT F.D.C. 4" 676 - WA 577 - WA 6" 687 - WA 676 - WA 8" 5106 - LA 687 - WA 10" 5106 - LA 5106 - LA DOUBLE CHECK DETECTOR ASSEMBLY FIRE SERVICE VAULT W/ DRAIN TO GROUND SCALE: NTS FIBERGLASS SEPARATION CYLINDER AND INLET A L FLOW PVC HYDRAULIC SHEAR PLATE CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGSIRISERS FIBERGLASS SEPARATION CYLINDER AND INLET B INLET PIPE (MULTIPLE INLET PIPES MAY BE ACCOMMODATED) OIL BAFFLE SKIRT J SEPARATION SCREEN PVC HYDRAULIC SHEAR PLATE SOLIDS STORAGE SUMP - 'IF REQUIRED 'INLET PIPE NOT BY CONTECH - (LOCATION VARIES) A az o GI RATE 3 INLET Q OUTLET ACCESS OUTLET PIPE NOT BY CONTECH (LOCATION VARIES) CENTER OF CDS STRUCTURE, SCREEN AND SUMP OPENING P F`oNN /I ,_ Xu MAX. PLAN VIEW B -B N.T.S. I r� ELEVATION A -A N.T.S. TOP SLAB ACCESS (SEE FRAME AND COVER I.D. MANHOLE PIPE PERMANENT POOL ELEV. -VAULT LENGTH CURB TYP 7JY (NOT By CONTECH) FTPD-G STANDARD HEIGHT CONFIGURATION - Section XI Pre -Installation Cross Connection Control Requirements - _____J1________71 I a r I I I I I � WATER QUALITY FLOW RATE (CFS OR LIS) 110111101111 PEAK FLOW RATE (CFS OR Us) 0.303 I I r T I --V II II II II II II 1 12400 4x4 4x6 PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPET 52,2 PVC (1)25'x25' INLET PIPE2 P53.271 PVC 1 5 - OUTLET PIPE D52.221 PVC 1 18 - 1'-S" 14 RIM ELEVATION PER PLAN (1)2.5'x2.5' FTPD0406-G ANTIFLOTATIONBALLAST WIDTH HEIGHT 11A' 14 NOTESISPECIAL REQUIREMENTS. - PER ENGINEER OF RECORD (1)3'x3' FTPD045058G MID ALL ONLY 4.5x583 4.5x).83 xv 14 12"SCI12"O (1)3'x3' (1) 3 x 3' F-1'9" 5331-i 6x4 6x6 1'-8" I 24"SO112"0 (1)2.5'x2.5' FTPD0606-GD ALL 6x6 6x8 114l" I r� ELEVATION A -A N.T.S. TOP SLAB ACCESS (SEE FRAME AND COVER I.D. MANHOLE PIPE PERMANENT POOL ELEV. -VAULT LENGTH CURB TYP 7JY (NOT By CONTECH) � UNDERDRAIN CDS2015-4-C DESIGN NOTES THE STANDARD CDS2015-4-0 CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIMENT WEIR FOR NJDEP I NJCAT CONFORMING UNITS FRAMECDNA OVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS FTPD-G STANDARD HEIGHT CONFIGURATION - Section XI Pre -Installation Cross Connection Control Requirements - _____J1________71 I a r I I I I I � WATER QUALITY FLOW RATE (CFS OR LIS) 110111101111 PEAK FLOW RATE (CFS OR Us) 0.303 I I r T I --V II II II II II II 1 � UNDERDRAIN CDS2015-4-C DESIGN NOTES THE STANDARD CDS2015-4-0 CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIMENT WEIR FOR NJDEP I NJCAT CONFORMING UNITS FRAMECDNA OVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS FTPD-G STANDARD HEIGHT CONFIGURATION - Section XI Pre -Installation Cross Connection Control Requirements STRUCTURED 1 WATER QUALITY FLOW RATE (CFS OR LIS) 0.216 PEAK FLOW RATE (CFS OR Us) 0.303 RETURN PERIOD OF PEAK FLOW (YRS) 25 YR SCREEN APERTURE (2400 OR 4]00) 12400 4x4 4x6 PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPET 52,2 PVC (1)25'x25' INLET PIPE2 P53.271 PVC 1 5 - OUTLET PIPE D52.221 PVC 1 18 - 1'-S" 14 RIM ELEVATION PER PLAN (1)2.5'x2.5' FTPD0406-G ANTIFLOTATIONBALLAST WIDTH HEIGHT 11A' 14 NOTESISPECIAL REQUIREMENTS. - PER ENGINEER OF RECORD (1)3'x3' GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. ...nl no. _ 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED I N THIS DRAWING. _ 5 STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET HS20(AASHTO M306)LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING III` MAINTENANCE CLEANING. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SETTHE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE,INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATERTIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM ITIS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING UPON OUTLET LOCATION. SECTION A -A (STANDARD DEPTH SHOWN) 'ROVIDED BY CONTECH .EVATED GRATE AND FRAME AST INTO CASTINPLACE SER NOT BY CONTECH) CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB W/ (3) 2' RISER RINGS TOP SLAB 2-0 IRRIGATION PORT (TYP 3 PLACES) 3' MULCH LAYER, TYP PROVIDED BY CONTECH 6" UNDERDRAIN STONE LAYER, TYP PROVIDED BY CONTECH 21' FILTERRA MEDIA, TYP PROVIDED BY CONTECH efilterra FTPD-G STANDARD HEIGHT CONFIGURATION - Section XI Pre -Installation Cross Connection Control Requirements �T"O CLEANOUT 1 MEDIA BAY SIZE VAULT SIZE W L) JIT *MAX BYPASS FLOW (CFS) ATION TREE GRATE QTY & SIZE FTPDGW4-G CES)PORT (TYP 3 PLACES) (TYR3 PLACES) 4x4 4x6 TREE GRATE 1.4 12"SQJ12"O INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING UPON OUTLET LOCATION. SECTION A -A (STANDARD DEPTH SHOWN) 'ROVIDED BY CONTECH .EVATED GRATE AND FRAME AST INTO CASTINPLACE SER NOT BY CONTECH) CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB W/ (3) 2' RISER RINGS TOP SLAB 2-0 IRRIGATION PORT (TYP 3 PLACES) 3' MULCH LAYER, TYP PROVIDED BY CONTECH 6" UNDERDRAIN STONE LAYER, TYP PROVIDED BY CONTECH 21' FILTERRA MEDIA, TYP PROVIDED BY CONTECH efilterra N/A = NOT AVAILABLE FTPD-G STANDARD HEIGHT CONFIGURATION - Section XI Pre -Installation Cross Connection Control Requirements DESIGNATION (OPTIONS: -P) AVAILABILITY MEDIA BAY SIZE VAULT SIZE W L) WEIR LENGTH/ MAX CURB OPENING *MAX BYPASS FLOW (CFS) GRATE GRATE OUTLET ACCESS SIZE TREE GRATE QTY & SIZE FTPDGW4-G N/A CA 4x4 4x6 1'-8' 1.4 12"SQJ12"O (1)25'x25' FTPD04045-G CAONLY 4x45 4x6.5 1'-S" 14 12"SQI12"O (1)2.5'x2.5' FTPD0406-G NIA MID -ATL 4x6 4x8 11A' 14 12"SQ112"O (1)3'x3' FTPD045058G MID ALL ONLY 4.5x583 4.5x).83 1'-8' 14 12"SCI12"O (1)3'x3' (1) 3 x 3' FTPD0604-GD ALL 6x4 6x6 1'-8" 46 24"SO112"0 (1)2.5'x2.5' FTPD0606-GD ALL 6x6 6x8 114l" 4.6 24'SCJ12'0 FTPDO606-C ALL 6x6 6x8 1'A' 1.4 24"30/12"0 (1)3'x3' (1)4'x4' FTPD0610-GD ALL 6x10 6x12 1'-8' 4.6 24"S0112"0 1 (1)4'x4' FTPD0710-GD ALL 7x10 7X13 2'-6" 1 68 24-SC124"0 FTPOO610-G ALL 6.10 6x12 1'-B' 1.4 24"SQJ12"0 (1)4'x4' FTPDO710G ALL 7x10 7x13 2'-6" 21 2XS0124"0 (1)4'x4' FTPD0B105-G ALL Bx10.5 8x14 Tun" 2.5 24'SOJ24"0 (1)4'x4' FTPD0S12S-G ALL 8 x 12.5 8x`6 3'-0" 2.5 24'SQI24'0 (2)4'x4' N/A = NOT AVAILABLE 1 N/A = NO I AVAILABLE 'MAX BYPASS FLOW IS INTERNAL WEIR FLOW. SITE SPECIFIC ANALYSIS IS REQUIRED TO DETERMINE GRATE INLET FLOW CAPACITY ATTACHMENT D 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 I If r________T _________________r I I I I I 6" MIN I I I I I I I I S.U.B. WATER _ ; _r___ METER _ _ I I 6" MIN I OVERHEAD INSTALL4TION CLEARANCES VIEW I -, 3" MIN I I I I I SUB I CUSTOMER RESPONSIBILITY I RESPONSIBILITY O I I I I I I I I I I I I GRADE I 3" MIN 12" MIN 3" MIN -Wfl WIII1 IE111�Wfmn-111-W��WEIpII = I - III PROFILE S.U.B. I - VIEW = WATER METER I I I I I I SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre -Installation Cross Connection Control Requirements - Section XI I Location of Backflow Assembly - Section XIII 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:/Iwww.subutil.wm/water/cross-connection-control-and-backflow-protection/ SCALE: N.T.S. r- BACKFLOW ASSEMBLY STANDARD DRAWING DRAWING NUMBER DRAWN BY: EJN s �'..I REDUCED PRESSURE ��•oo WATER QUALITY: [ C BACKFLOW ASSEMBLY ENGINEERING-,.?s,m SPRwGFELD U'NT'R.'rD 2"&SMALLER I REVISED: 6 /2/2015 5:\Drawings\FF\FF11DE90 RPBA 2incb and smaller W2.00.dwg - Jun 02, 2015 - 10:51., Plotted by: EricN FF DWG. No.: FF11DE90 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. ' f/RIGHT OF WAY/PROPERTY/EASEMENT LINE Y I BY-PASS ARRANGEMENT WITH FIRE I DETECTOR METER & ASSEMBLY DEPARTMENT PUMPER I --� CONNECTION 24" MIN / /// WATERT I VALVE i I 12" MIN I L OVERHEAD , SUB I CUSTOMER VIEW INSTALLATION CLEARANCES RESPONSIBILITY I RESPONSIBILITY I r_______--_______ _____________ FIRE I 3 MIN DEPARTMENT I II I PUMPER I li i CONNECTION WATER VALVE I 12" MIN ASSEMBLY SUPPORTS PROFILE VIEW SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: FTPD-GD DEEP OPTION CONFIGURATION - Section XI Pre -Installation Cross Connection Control Requirements DESIGNATION (OPTIONS: -P) AVAILABILITY MEDIA BAY SIZE VAULT SIZE W X L) WEIR LENGTH/ MAX CURB OPENING `MAX BYPASS FLOW (CFS) GRATE INLET/ OUTLET ACCESS SIZE TREE GRATE QTY & SIZE FTPD0404-GD N/A CA 4x4 4x6 1'-8" 46 12"S0112"O (1)2.5'x2.5' FTPD04045-GD CAONLY 4x45 4x6.5 1'43" 4.6 12"50/12"0 (1)2.5'x2.5' FTPD04WDD NIA MID ATL 4x6 4x8 1'-8" 4.6 12"M12"O (1)3'x3' FTPD045058-GD MID -ATL ONLY 4.5 x 5.83 4.5 x 7.83 1'-8" 4.6 12"SQ112"O (1) 3 x 3' FTPD0604-GD ALL 6x4 6x6 1'-8" 46 24"SO112"0 (1)2.5'x2.5' FTPD0606-GD ALL 6x6 6x8 114l" 4.6 24'SCJ12'0 (1)3'x3' FTPDO608-GD ALL 8x8 6X10 1'-8' 4.6 24'50112'0 (1)4'x4' FTPD0610-GD ALL 6x10 6x12 1'-8' 4.6 24"S0112"0 1 (1)4'x4' FTPD0710-GD ALL 7x10 7X13 2'-6" 1 68 24-SC124"0 (1)4'x4' FTPDO811 uGD ALL BX10.5 8X14 Sun" 8.2 24'SCJ24'0 (1)4'x4' FTPDO8125-GD ALL 8 x 12.5 8 x 16 3'-0" 8.2 24'50124"0 (2) 4' x 4' 1 N/A = NO I AVAILABLE 'MAX BYPASS FLOW IS INTERNAL WEIR FLOW. SITE SPECIFIC ANALYSIS IS REQUIRED TO DETERMINE GRATE INLET FLOW CAPACITY ATTACHMENT D 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 I If r________T _________________r I I I I I 6" MIN I I I I I I I I S.U.B. WATER _ ; _r___ METER _ _ I I 6" MIN I OVERHEAD INSTALL4TION CLEARANCES VIEW I -, 3" MIN I I I I I SUB I CUSTOMER RESPONSIBILITY I RESPONSIBILITY O I I I I I I I I I I I I GRADE I 3" MIN 12" MIN 3" MIN -Wfl WIII1 IE111�Wfmn-111-W��WEIpII = I - III PROFILE S.U.B. I - VIEW = WATER METER I I I I I I SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre -Installation Cross Connection Control Requirements - Section XI I Location of Backflow Assembly - Section XIII 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:/Iwww.subutil.wm/water/cross-connection-control-and-backflow-protection/ SCALE: N.T.S. r- BACKFLOW ASSEMBLY STANDARD DRAWING DRAWING NUMBER DRAWN BY: EJN s �'..I REDUCED PRESSURE ��•oo WATER QUALITY: [ C BACKFLOW ASSEMBLY ENGINEERING-,.?s,m SPRwGFELD U'NT'R.'rD 2"&SMALLER I REVISED: 6 /2/2015 5:\Drawings\FF\FF11DE90 RPBA 2incb and smaller W2.00.dwg - Jun 02, 2015 - 10:51., Plotted by: EricN FF DWG. No.: FF11DE90 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. ' f/RIGHT OF WAY/PROPERTY/EASEMENT LINE Y I BY-PASS ARRANGEMENT WITH FIRE I DETECTOR METER & ASSEMBLY DEPARTMENT PUMPER I --� CONNECTION 24" MIN / /// WATERT I VALVE i I 12" MIN I L OVERHEAD , SUB I CUSTOMER VIEW INSTALLATION CLEARANCES RESPONSIBILITY I RESPONSIBILITY I r_______--_______ _____________ FIRE I 3 MIN DEPARTMENT I II I PUMPER I li i CONNECTION WATER VALVE I 12" MIN ASSEMBLY SUPPORTS PROFILE VIEW SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre -Installation Cross Connection Control Requirements - Section XII Location of Backflow Assembly - Section XIII 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://www. su butil.wmlwater/cross-connection-control-and-backflow-protection/ SCALE: N.T.S. BACKFLOW ASSEMBLY STANDARD DRAWING DRAWING NUMBER DRAWN BY: ANSI DOUBLE CHECK W2•02 EA WATER QUALITY: DETECTOR ASSEMBLY ENGINEERINU`r3..$ z SPRLNGPLELDLITL-ITYBOARD 2" AND LARGER REVISED: 6/2/2015 II II,... -II I-\cn cvn nFao nr`ne o :.,..h ...,d I..-..-. 1111 no d..,.. - i, ., n° 1115 - ,n s,..... PI -T -A w., c.: a IF 1.11 NI - , cc„nc°a