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PZ - Site Plan NORTH <1 1> SCALE: 1"= 40' CONSTRUCTION PLANS SITE 0 20' 40' 80' 120' NOT APPROVED FOR CONSTRUCTION 3250 EAST VICTORY ROAD MERIDIAN , IDAHO 83642 HIGHWAY84. LOCATED IN THE SOUTHWEST 1/4 OF SECTION 21 TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M. W.OVERLAND RD.. SOUTH 1116TH CORNER COMMON j TO SECTION 20&21 TOWNSHIP 3 NORTH,RANGE 1 EAST,BOISE MERIDIAN. (PER CPF&R ENT.111071045) IIIIIIIIIIII IIIII �L� ' - - - — ----fiM � — — — — — — STARBUCKS MERIDIAN -- - o VICTORY RD. A W.VICTORY RD. oDo m m m A o 0 m W.AMITY RD. In mm FOUND REBAR AND CAP ZmINASPHALT,PER ROS 10764 >W .DESERT AV. EX SHED S 89036'02" E 244.61' [CV — — — —— —————— —— — — - - -- — -- -- --- -- -- -- ------- ---- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII I IIjjIIj IIiIIIiIIII�IIIlIIIIIIIIIlIIIIj =III �I'I■II II��I��IIIIII - ---_--_---- - - - - - - - - - -i -- - ------°---- -----/---- 1�LI�IIIIIIIIIIIIIIl Io` CI 9 a � II IIN�Z>�Q2 VICINITY IT Y M A P - SCALE:N.T.S. LU L LOT 3 OPEN SE1836 RE 5%291 [F PROVIDED 257015F DRAWING I NDEX LOT: 3 SHEET DESCRIPTION 1.143 ACRES 49811 SOFT C0.00 CIVIL COVER SHEET C0.01 GENERAL NOTES,LEGEND AND ABBREVIATIO NS C1.01 CIVIL SITE PLAN ______ C2.01 GRADING AND DRAINAGE PLAN C2.02 EROSION CONTROL PLAN C4.01 SITE UTILITY PLAN C5.01 CIVIL DETAILS -,----_'- C5.02 CIVIL DETAILS C5.03 EROSION CONTROL DETAILSALTA HILLS LANE (PRIVATE) ------ii _ - - - - _--- - EXISTINGo (L--------- ---------------------------------- T LOT 1,BLOCK1 DEVELOPMENT%40 --------L----__ INGLEWOOD PLACE SUBDIVISION NO.1LLJ N ===J) PROPOSED --------— ----- ---- ------ 0 Lu Ui NZpNN�_�i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIII IIIIIIIIIIIIIiIIIIIII �cw n �Ij __°_o�' IIII �I,I,I;I'II lT1IIIIIIIiRIIIY��I,IIIIjI'IIl-r;j= --_\--_-\_/II--_--- \)I--_---_-_----1--\-=-\--_\----- \\\V r r--\�-_---=_---_-\ -=-_-- iiiiJIiIIIIICIII.I'lilIIllII�III lIlIIIllilIIII _ \\ I� ■ ALL W ORK AND M ATERIAL S FOR R W A T E R Fp0 -1 o MUST CONFORM TO MERIDIAN CITY FUTURE LOT: 2 0 1------ LO ------ BUILDING 0.903 ACRES ;o WATER STANDARDS AND 4,550S.F. 39337SOFT \N I ------ ------ o SPECIFICATIONS �0 -------L----- 1______z ------ L------ ------ LOT 2 OPEN SPACE I I REo=1,9665F PROVIDED 1,986,E 1 LLA � ALL WORK AND MATERIALS FOR SEWER w -----� MUST CONFORM TO MERIDIAN CITY WATER STANDARDS STANDARDS AND L__= IU_ SPECIFICATIONS v ALL WORK AND MATERIALS MUST CONFORM TO MERIDIAN CITY WATER PROPOSED STANDARDS STANDARDS AND BUILDING 1 LU F 69100' SPECIFICATIONS Q 2,365SO. > LOT: 1 0.830 ACRES SHERGAR LANE z (PRIVATE) — — -- — ——— — '-_ —_, i \\LOT IOPEN SaPACE N PRowoeo.29a �� E\ N DEVELOPER ENGINEER REp'195]SFISsF [oilM. ❑ GOLDSTREAM LLC TED DIDAS ■ ti■--------- ----------- JAMES PETERSEN MCNEIL ENGINEERING --------- "1 I AS SURVEYED. — `_____________ DESCRIPTION PONT CL MCDONALD LATERAL 197 WEST4860 SOUTH 8610 S SANDY PARKWAY#200 --- ------ - - - - - - -- - OF BEGINNING - jzaao -- ------------------- IIII o� r�j� FR�oNG ,i�� ■ ■ ■ MURRAY, LIT T 84107 SANDY, ANDY, UT 84 070 _ ; 801-809-9663 888-303-7700 N 89036'01 W 227.70' EDGE OF JIM@GOLDSTREAM.US TED@MCNEILENG.COM ASPHALT EX ZING PAET 1 20 21 21 Q ------ 0 -C• Dl (; LIN 28 29 _ TM E VICTORY RD SOUTH QUARTERO 2 TOWNSHIP 3 NORTH,RANGE I EAST, 29 \pNL 4* 0MCNE1L ENGINEERING �96.0 WIDE PAVED PUBLIC ROAD) BOISE MERIDIAN.(PER CPF&R ENT.970093907)C � & /v& o �,\ST Economic and Sustainable Designs, Professionals You Know and Trust NOTICE, CALL 811 BEFORE YOU DIG! —_ _== == = == - - - - —— ———— —— —— —- Utah 84070 801.255.7700 mcneilen Ineerin com SOUTHWEST CORNER OF SECTION 21, \ % - __ __ ___ __ = 861 U South Sandy Parkway, Suite 200 Sandy, g' g. c% THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, TOWNSHIP 3 NORTH,RANGE 1 EAST, 1 0 9 7 BOISE MERIDIAN.(FOUND ROUND TOP \ PROTECTION,AND RESTORATION OF ALL BURIED OR ABOVE BRASS SET IN 2010,PER CPF&R ENT.111000681 P Civil Engineering • Consulting & Landscape Architecture GROUND UTILITIES,SHOWN OR NOT SHOWN ON THE PLANS. BENCHMARK ELEV.2695.47'(NAVD88) Ali E Structural Engineering • Land Surveying & HDS I I� s CITY OF MERIDIAN STANDARD NOTES GENERAL NOTES LEGEND o \/ V b4 GENERAL CONSTRUCTION 1.1 COMPLIANCE ++ c O 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF 1. ALL WORK TO CONFORM TO GOVERNING MUNICIPALITY'S STANDARDS,SPECIFICATIONS AND NEW EXISTING NEW EXISTING L THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN REQUIREMENTS. H c SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN 2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT -v = V N STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE DOCUMENTS AND THE MOST RECENT,ADOPTED EDITIONS OF THE FOLLOWING:INTERNATIONAL MONUMENT LINE SECTION CORNER(FOUND) cd 4 REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT OF BUILDING CODE(IBC),THE INTERNATIONAL PLUMBING CODE,STATE DRINKING WATER 3 c t ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. REGULATIONS,APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS,ADA ACCESSIBILITY CENTER LINE L GUIDELINES. ca 3. ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS.ANY REVISIONS MUST HAVE PRIOR --- --- SUBJECT PROPERTY LINE SECTION CORNER NOT FOUND = c Q two C 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD ( ) WRITTEN APPROVAL. W O o^ O SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING D. •5% CONSTRUCTION(AVAILABLE ON THE WEBSITE).FAILURE TO HAVE ACCESS TO A CURRENT COPY --- ADJACENT PROPERTY LINE H „� O OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER 1.2 PERMITTING AND INSPECTIONS $ $ STREET MONUMENT c N H UNTIL THE SITUATION IS RESOLVED. 1. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING - - ----- EASEMENT LINE z O = SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED.NO $ $ BRASS CAP MONUMENT OD C CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED - - DITCH FLOWLINE ld 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY O C> -p THOROUGHLY REVIEWED PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE 9 POWER POLE L J OF MERIDIAN ON SITE AT ALL TIMES. � J PERMITTING AUTHORITIES. x x FENCE LINE 2. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ARCHITECT/ENGINEER OR UTILITY POLE to 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A INSPECTING AUTHORITY 48 HOURS IN ADVANCE OF COVERING UP ANY PHASE OF ATMS atms ATMS CABLE °0 d _ PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. CONSTRUCTION REQUIRING OBSERVATION. GUY GUY GUY ANCHOR Q co 3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE, TV tv CABLE TV LINE to 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR CITY,COUNTY OR STATE AGENCY CONTROLLING THE ROAD AND WITH APPROPRIATE ® POWER TRANSFORMER d C INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT INSPECTIONS. C c COMMUNICATIONS LINE TRANS TRANS � = L TWENTY FOUR(24)HOUR PRIOR NOTICE. ® TRAFFIC SIGNAL CABINET c V) O 1.3 COORDINATION &VERIFICATION FO fo FIBER-OPTIC CABLE H c V 1. ALL DIMENSIONS,GRADES&UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY ;o; LIGHT POLE N N 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED •bA TESTING.THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. THE CONTRACTOR PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY F f FIRE LINE -o ate+ _ ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION V TR V TR TELEPHONE RISER W N C W FOR NECESSARY PLAN OR GRADE CHANGES.NO EXTRA COMPENSATION SHALL BE PAID TO THE IRR irr IRRIGATION LINE 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS T T TELEPHONE MANHOLE T •L L OF THE APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN O O E cd INCORRECTLY ON THESE PLANS,IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT G g NATURAL GAS LINE c ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. ® ® TRAFFIC SIGNAL BOX O L = 4J PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION 2. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY OHC ohc OVERHEAD COMMUNICATIONS W a NOTE NO.1. QUESTIONS BEFOREHAND.NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS WATER MANHOLE _ L. THAT CAN BE EASILY OBSERVED. OHP ohp OVERHEAD POWER LINE c W 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO 3. CONTRACTOR TO COORDINATE WITH ALL OTHER DISCIPLINES,INCLUDING BUT NOT LIMITED T0: ® WATER VALVE �n U) (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF LANDSCAPE PLANS,SITE ELECTRICAL SITE LIGHTING PLANS AND ELECTRICAL SERVICE TO THE OHT oht OVERHEAD TELEPHONE LINE � �� CONCRETE;(D)PLACING OF ASPHALT PAVING. BUILDING(S),MECHANICAL PLANS FOR LOCATION OF SERVICES TO THE BUILDING(S),INCLUDING ® ® WATER METER o V FIRE PROTECTION,ARCHITECTURAL SITE PLAN FOR DIMENSIONS,ACCESSIBLE ROUTES,ETC., OHTV ohtv OVERHEAD TELEVISION LINE N 9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION NOT SHOWN ON CIVIL PLANS. FIRE HYDRANT Cl SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH 4. CONTRACTOR IS TO COORDINATE LOCATION OF NEW TELEPHONE SERVICE,GAS SERVICE, P P POWER LINE Go INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF CABLE,ETC.TO BUILDING WITH THE APPROPRIATE UTILITY COMPANY.FOR TELEPHONE, QS OS SANITARY SEWER MANHOLE i PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE CONTRACTOR TO FURNISH CONDUIT,PLYWOOD BACKBOARD,AND GROUND WIRE,AS REQUIRED. P/C plc POWER/COMMUNICATIONS LINE 0 0 SANITARY SEWER CLEANOUT APPROVED CONSTRUCTION PLANS. SSCO SSCO 1.4 SAFETY AND PROTECTION PIT P/t POWER/TELEPHONE LINE 1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, QD SD STORM DRAIN MANHOLE 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE P/TIC pltic POWERITELE/COMM LINE TONAL F O AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PROJECT AND SHALL MEET ALL OSHA SS ® ® STORM DRAIN CURB INLET REQUIREMENTS. 2 RD rd ROOF DRAIN LINE Q) 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL 3. CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING ® Q STORM DRAIN CATCH BASIN a �l OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS SHORING AND BRACING OF EXCAVATIONS AND TRENCHES,AND FOR THE PROTECTION OR SW sw SECONDARY WATER LINE SD SD O STORM DRAIN CLEANOUT DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST WORKERS AND PUBLIC. O BE APPROVED IN WRITING FROM THE CITY ENGINEER. 4. CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND S s SANITARY SEWER LINE Q PRIVATE PROPERTY,ROADWAYS,AND UTILITY IMPROVEMENTS.DAMAGE TO EXISTING Q® STORM DRAIN COMBO BOX IMPROVEMENTS CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT ST st STEAM LINE 109 r WATER HIS/HER EXPENSE TO THE SATISFACTION OF THE OWNER OF SAID IMPROVEMENTS. MB MB MAILBOX V 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO 5. CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED SD sd STORM DRAIN LINE RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)"AS WELL AS THE STANDARDS PROJECT LIMITS.THIS INCLUDES,BUT IS NOT LIMITED TO,VEHICLE AND EQUIPMENT STAGING, SIGN AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO.1. MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. T t TELEPHONE LINE 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM o- o- FLOW DIRECTION 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS THE APPROPRIATE GOVERNMENT AGENCY AND/OR INDIVIDUAL PROPERTY OWNER(S)FOR T/c t/c TELEPHONE/COMM LINE (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS. 44.00 44.00 WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO 7. CONTRACTOR SHALL PROVIDE BARRICADES,SIGNS,FLASHERS,OTHER EQUIPMENT AND FLAG UD ud UNDERDRAIN TOC EX TOC SPOT ELEVATION CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING PERSONS NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS.ALL • o SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR CONSTRUCTION SIGNING,BARRICADING,AND TRAFFIC DELINEATION SHALL CONFORM TO THE UGC ugc UNDERGROUND COMMUNICATIONS PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES",LATEST EDITION. o o CONIFEROUS TREE m 8. CONTRACTOR SHALL COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS. RULES(IDAPA 58.01.16). 9. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY UGP ugp UNDERGROUND POWER LINE yj r-1 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR 10.STANDARDS. UGT ugt UNDERGROUND TELEPHONE LINE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT W POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER DECIDUOUS TREE POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN UGTV ugty UNDERGROUND TELEVISION z RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION z (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN WITH CONSTRUCTION.SUBMIT A STORM WATER POLLUTION PREVENTION PLAN,IF REQUIRED. W w WATER LINE Q Q ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER 11.WORK IN PUBLIC STREETS,ONCE BEGUN,SHALL BE PROSECUTED TO COMPLETION WITHOUT SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). DELAY AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO _g512-- CONTOUR LINE THE TRAVELING PUBLIC. z 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE 12.CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS CURB&GUTTER(STD) OSERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE BEDS,DRAINAGE BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE N M SWALES). AND FOR INGRESS AND EGRESS TO NEW CONSTRUCTION. CURB&GUTTER(OUTFALL) Q R 13.NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO CONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT.MASS CLEARING OF THE SITE IN ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE ANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED.CONSTRUCTION TRAFFIC SHALL BE >- 00 z INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. LIMITED TO ONE APPROACH TO THE SITE.THE APPROACH SHALL BE DESIGNATED BY THE C) ` OWNER OR GOVERNING AGENCY. W 5 SEWER 14.THE CONTRACTOR SHALL TAKE REASONABLE MEASURE TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION O = 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE SHALL BE REPAIRED OR RECONSTRUCTED TO THE ENGINEER/OWNER'S SATISFACTION AT THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS EXPENSE OF THE CONTRACTOR. Q r-1 REFERRED TO IN GENERAL CONSTRUCTION NOTE NO.1. V 0 r4 1.5 AMERICAN DISABILITIES ACT z 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS 1. PEDESTRIAN/ADA ROUTES SHALL MEET THE FOLLOWING SPECIFICATIONS: > 0 (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. *ROUTES SHALL HAVE A 2.08%(1:48)MAXIMUM CROSS SLOPE. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO *ROUTES SHALL HAVE A 5.00%(1:20)MAXIMUM RUNNING SLOPE. V CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING *RAMPS SHALL HAVE A 8.33%(1:12)MAXIMUM RUNNING SLOPE. LAJ SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR 2. ADA PARKING STALLS AND ADJACENT ROUTES SHALL HAVE A 2.08%(1:48)MAXIMUM SURFACE PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER SLOPE IN ANY DIRECTION. W RULES(IDAPA 58.01.16). 3. THE CONTRACTOR SHALL ADHERE TO THE ABOVE SPECIFICATIONS.IN THE EVENT OF A DISCREPANCY IN THE CONSTRUCTION DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE W 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR ARCHITECT/ENGINEER PRIOR TO ANY CONSTRUCTION. W \ POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A O r-1 POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEENLn (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN Ln ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER N SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). M W 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.,SEEPAGE z BEDS,DRAINAGE SWALES). ROADWAY W 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO H SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR Q (24)HOURS PRIOR TO ANY CONSTRUCTION. O 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. E PRESSURIZED IRRIGATION 7t: 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. i 0 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE C' POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE r__m� APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF ABBREVIATIONS O N MERIDIAN WATER DEPARTMENT. a a Cn AC ACRE DIP DUCTILE IRON PIPE GM GAS METER PCC POINT OF COMPOUND CURVE T TOWNSHIP O w DRAINAGE ADA AMERICANS WITH DISABILITIES ACT DTREE DECIDUOUS TREE GMH GAS MANHOLE PI POINT OF INTERSECTION TBC TOP BACK OF CURB FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS WITH PUBLIC MAINS THAT HAVE ATMS ADVANCED TRAFFIC MGMT.SYSTEM DYL DOUBLE YELLOW LINE GUY GUY WIRE PM PARKING METER TELE TELEPHONE G ON-SITE DRAINAGE. B&C BAR&CAP E EAST GV GAS VALVE PP POWER POLE TFC TOP FACE OF CURB z BC BUILDING CORNER EB ELECTRIC BOX HDPE HIGH DENSITY POLYETHYLENE PRC POINT OF REVERSE CURVE TFG TOP FINISH GRADE a 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE BFG BOTTOM FINISH GRADE EGL ENERGY GRADE LINE HG HEADGATE PRK PARKING STRIPE TL TREE LINE W i RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT BLUE BLUE STAKED ELECTRIC ELEV ELEVATION HGL HYDRAULIC GRADE LINE POC POINT OF CONNECTION TMH TELEPHONE MANHOLE o ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF BLUFO BLUE STAKED FIBER OPTIC EM ELECTRIC METER HP HIGH POINT PT POINT OF TANGENCY TOA TOP OF ASPHALT CDDRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE BLUG BLUE STAKED NATURAL GAS EMH ELECTRIC MANHOLE HW HEADWALL or HIGH WATER PWR POWER TOC TOP OF CONCRETE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE BLUIRR BLUE STAKED IRRIGATION EOA EDGE OF ASPHALT HWY HIGHWAY PVC POLYVINYL CHLORIDE PIPE TOF TOP OF FOOTING W PERMIT. BLUSD BLUE STAKED STORM DRAIN EOC EDGE OF CONCRETE ICO IRRIGATION CLEANOUT R RANGE TOG TOP OF GRATE Q rn BLUSS BLUE STAKED SANITARY SEWER EOG EDGE OF GRAVEL ICV IRRIGATION CONTROL VALVE RCP REINFORCED CONCRETE PIPE TOE TOE OF SLOPE BLUT BLUE STAKED TELEPHONE EOL EDGE OF LAWN IE INVERT ELEVATION RD ROOF DRAIN TOP TOP OF SLOPE or TOP OF PIPE �I BLUW BLUE STAKED WATER EX or EXIST EXISTING IRR IRRIGATION REV REVISION TOW TOP OF WALL W a a a a a a a BM BENCHMARK F FIRE LF LINEAR FEET ROW RIGHT-OF-WAY TR TELEPHONE RISER O: a BOF BOTTOM OF FOOTING FC FOUNDATION CORNER LIP LIP OF GUTTER RR RAILROAD TV TELEVISION PROJECT NO: 21070 i BOB BOTTOM OF BOX FD FOUND or FOUNDATION DRAIN LP LOW POINT or LIGHT POLE S SOUTH TW FINISH GRADE AT TOP OF WALL BOIL BOLLARD FDC FIRE DEPT.CONNECTION MAX MAXIMUM SAD SEE ARCHITECTURAL DRAWINGS TRANS TRANSFORMER DRAWN BY: CCW BOT BOTTOM FDMN FOUND MONUMENT MIN MINIMUM SD STORM DRAIN TSP TRAFFIC SIGNAL POLE i BOV BLOW-OFF VALVE FDSC FOUND SECTION CORNER MON MONUMENT SDCB STORM DRAIN CATCH BASIN TSB TRAFFIC SIGNAL BOX BOW BACK OF WALK FFE FINISHED FLOOR ELEVATION MP METAL PIPE SDCO STORM DRAIN CLEOUNOUT BOX LID UNDERDRAIN CHECKED BY: RJ P o BW FINISH GRADE AT BOTTOM OF WALL FG FINISHED GRADE MW MONITORING WELL SDMH STORM DRAIN MANHOLE UGC UNDERGROUND COMMUNICATIONS DATE: 09-23-21 o (L CENTERLINE FH FIRE HYDRANT N NORTH SEC SECTION UGP UNDERGROUND POWER CAN CABLE TELEVISION FL FLOW LINE NG NATURAL GROUND SPECS SPECIFICATIONS UGT UNDERGROUND TELEPHONE Q FNC FENCE NGRET NG AT RETAINING WALL SLB&M SALT LAKE BASE&MERIDIAN UGTV UNDERGROUND TELEVISION Z CBR CONCRETE BARRIER FNCCL CHAIN LINK FENCE NR NAIL&RIBBON SQ SQUARE U.N.O. UNLESS NOTED OTHERWISE cc CUB COL COLUMN T FNCIRN IRON FENCE NW NAIL&WASHER SQFT SQUARE FEET UP UTILITY POLE GENERAL NOTES, z COMM COMMUNICATIONS FNCVYL VINYL FENCE NTS NOT TO SCALE SQYD SQUARE YARD VCP VITRIFIED CLAY PIPE m FNCWD WOOD FENCE OG ORIGINAL GROUND SS SANITARY SEWER VP VERTICAL PIPE LEGEND A N D o CONC CONCRETE FNCWR WIRE FENCE OH OVERHANG SSCO SANITARY SEWER CLEANOUT W WEST or WATER N CONST CONSTRUCTION FO FIBER OPTIC OHC OVERHEAD COMMUNICATIONS SSMH SANITARY SEWER MANHOLE WM WATER METER N CMP CORRUGATED METAL PIPE FOW FRONT OF WALK OHP OVERHEAD POWER ST STEAM WMH WATER MANHOLE ABBREVIATIONS CID CONTROL POINT ! FT FEET OHT OVERHEAD TELEPHONE STA STATION WS WATER SURFACE CTREE CONIFEROUS TREE G NATURAL GAS OHTV OVERHEAD TELEVISION STD STANDARD WTR WATER CUFT CUBIC FOOT GAR GARAGE STM STORM WV WATER VALVE CUYD CUBIC YARD R PROPERTY LINE GB GRADE BREAK SYL SOLID YELLOW LINE WW WATERWAY DEL DELINEATOR PB POWER BOX DIA or 0 DIAMETER GL GROUND LIGHT PC POINT OF CURVATURE SWL SOLID WHITE LINE cosol s III III (�U ° NORTH 3 III N I � 2 III I I II a a Q II 5 — 3 t = Luo E u a F L ov o a to ° _ o 0 ' ------ SCALE: 1 - 20 W a " --- N C N u 0 10 20 40 60 H coo C A /„ , ,,,,, _ SSMH ,�,,, ,�,,,,, I w w w —w -w ALTA HILLS LANE w SSMH RIM=2687.61' I ;;;;; ' ;;;;; 12 to I.E.(N/E/S)=2674.51' 4 %%%%% %%%%% (PRIVATE) RIM=2683.86' y S 's S S S s I.E.(N/W)=2677.36CD J III GENERAL NOTES: °° y _ • %i%,, ; ALL WORK TO COMPLY WITH GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS. � � � � Q ——— I COORDINATE WITH GOVERNING AGENCY PRIOR TO DEMOLITION OF ANY PUBLIC UTILITY. Z c = L c cn UTILITY TYPE PROVIDER ca LOT 1 , BLOCK 11 WATER MERIDIAN CITY H o V = Q U 3 6 STORM MERIDIAN CITY cn N • to INGLEWOOD PLACE SUBDIVISION NO. 1 COMMUNICATIONS TSD FIBER Lu C Y COMMUNICATIONS CENTURY LINK cd cn c W (PROPOSED) SANITARY SEWER MERIDIAN CITY u C Lu 0— �,,, NATURAL GAS INTERMOUNTAIN GAS COMPANY T m Q� L J 0 5 "" POWER IDAHO POWER c Y CURB & III (, Lu ,,,, � SIGN � o L = ++ I I "" V w a '_ GUTTER Q 6 KEYED NOTES: Lu " DEMOLISH AND/OR REMOVE THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED AND THE ax (A LY N 0 DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: s '41 > METAL "" SIGN O EXISTING ASPHALT PAVEMENT TO BE REMOVED/DEMOLISHED AND PROPERLY N V FOUND LATH DISPOSED OF. �� o ,,,, � LID 20 S CASTING I 2 EXISTING CONCRETE FLATWORK TO BE REMOVED/DEMOLISHED AND PROPERLY iGo 5 , DISPOSED OF. 2685.76' EXISTING CONCRETE CURB AND GUTTER TO BE REMOVED/DEMOLISHED AND PROPERLY DISPOSED OF. III S\OM L FN O d O4 EXISTING DRIVE APPROACH INCLUDING ADA RAMPS TO BE REMOVED AND PROPERLY DISPOSED OF. G PURPLE EXISTING STRIPING TO BE REMOVED. a 9 WOOD POLE EXISTING ROADWAY SIGNAGE ALONG THE BACK OF WALK TO BE REMOVED AND RELOCATED TO 1 o' ;;;; _\ I THE NEW BACK-OF-WALK PER ACHD STANDARDS AND SPECIFICATIONS. SOP 0, \ LuD 0 7 CONTRACTOR TO FIELD VERIFY AND IDENTIFY EXISTING METAL LID IN EXISTING SIDEWALK AND O r- g ;;; 9 META 3 O RELOCATE AS NECESSARY TO THE NEW SIDEWALK LOCATION. ` V GRAT =2690.75' J I O8 EXISTING WATER METER TO BE REMOVED PER MERIDIAN CITY STANDARDS AND SPECIFICATIONS. �� \ LOT 2 OPEN SPACE: "' 1J I.E.(2 SE/W)=2683.00 REQ.=1,966 S.F. ♦/� Lu COORDINATE WITH IDAHO POWER POWER FOR REMOVAL OF POWER POLE AND OVERHEAD POWER 10 SDMH "' PROVIDED:1,986s.f. w/♦ Lu I O LINE. / RIM=2690.31' W ' 10 EXISTING STORM DRAIN INLET CATCH BASIN/STRUCTURE TO BE REMOVED.SEE SHEET C2.01 FOR BTM=2685.81' \ \ I O REPLACED INLETS IN NEW CURB AND GUTTER. SDMH RIM=2690.44' ;; '�,41 \\ V I Lu I.E.=2685.34' I_ ps %%%% \\ J PRESERVE AND PROTECT EXISTING CONCRETE FLATWORK.CONTRACTOR TO TAKE NECESSARY 9❑ PRECAUTIONS TO PROTECT EXISTING CONCRETE FLATWORK FROM DAMAGE DURING W 2 \ ' CONSTRUCTION. (' 10 SDCBR 6 \\ —PURPLE \\ L,L I Z j RIM=2689.92' ;;`'; WOOD POLE \\\ PRESERVE AND PROTECT EXISTING CONCRETE CURB AND GUTTER AND/OR CURB WALL. Q o (COVERED) ;; \ ❑2 CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING CONCRETE CURB AND Z Q \\ GUTTER AND/OR CURB WALL FROM DAMAGE DURING CONSTRUCTION. SIGN 2X4 VERTICAL \\ I Q Q Z \ \\ 3 PRESERVE AND PROTECT EXISTING ABOVE-GROUND UTILITY STRUCTURE.CONTRACTOR TO TAKE — 10 SDCBR t \\ GREEN \\ ❑ NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITY FROM DAMAGE DURING CONSTRUCTION. O N M RIM=2690.22' (COVERED) 00 EDGE OFQ \\\ \\\ 2X4 VERTICAL I Z ASPHALT v v v vBLUE W O o ol WOa@BOLE \\\ (.� Q N DRIVE CUT ,2; GREEN\ I N — Z o V � Q � III N ; I ,,,, • \\ \ W III 4"WHITE \\ Q — � III \ II W 'cr PVC ��'�, � v 8 -4" WHITE -WOOD POLE'- Ln v v v BLUE v v PVC v Lu SHERGAR LANE z \ \ CO Lu II \ III 5 ; ; \\\ I \\ RIM=coozj.oz Q III 2 PIPE I.E.(24" SE/NW)=2683.62' VO III s ❑ ORANGE v v III — --- -- --- U LOT 1 OPEN SPACE: 2 I I 1M PROVIDED:2,004 S.F. \\\ E N REQ:1,957 S.F(5%) \\ III O \ C;; III III III PIPE GAS v v SS LAT MARKER \\ N I �`1 IIII Z o I �--------- -----------1�r---� ASPHALT 1 � �� \\ � L CURB & �� F , �, GREEN 0 J C MCDONALD LATERAL o N GUTTER �� / �� METAL LID \ Z oc i T SIDEWALK 1 o - - - � - - - - -- EDGE OF Lu WALK C \, I 1 EWALK i - —_ UT -- - ------ ----- ASPHALT --------- - - - o I (I)ASPHALTa DRIVE CUT DRIVE CUT SDCBR N I � I SSMH SDMH GRATE=2691.21' � a a a a a a a Q 1 ' N (COVERED) PROJECT NO: 21070 RIM=2693.13 RIM=2692.14 N I.E.(N/E/S/W)=2681.43' I.E.(12"W)=2687.54' DRAWN BY: ccw w SDMH w w w w w w w w w w w RIM=2695.46' — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — '- .., w w w w CHECKED BY: RJP SDMH - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------------------------------- I.E.(24" N)=2685.46' RIM=2692.08' DATE: 09-23-21 a sd sd sd sd sd sd sd sd sd sd — sd sd sd I.E.(12"N)=2688.08' 0 Q ca- z s s s s s s s s s s s E VICTORY RD s S BTM=2685.08' S s s s DIGLIN Z �3 (96.0- WIDE PAVED PUBLIC ROAD) C�IG- - - - - - — DEMOLITION CURB & ea CURB & PLAN GUTTER GUTTER CURB & NOTICE, CALL 811 BEFORE YOU DIG! U _ F GUTTER THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, — - = — — — — — PROTECTION,AND RESTORATION OF ALL BURIED OR ABOVE — — — — GROUND UTILITIES,SHOWN OR NOT SHOWN ON THE PLANS. • s III Z)nHKr jurlly w. m NORTH FOUND BOUNDARY m H III FOUND REBAR AND CAP LINE STAKE n L III III IN ASPHALT,PER ROS 10764 m1� FOUND BOUNDARY 1 E FENCE -p = V (n - III S 89036'02" E 244.61' E S 89036'02" E 244.61' � °'01 ,4 E I 48.00' ill 244.61' u -1 --s�� ® -- S89°36'02"E 800.18'(S89°35'33"E)-- -- ------ -- -- -- -- -- - - -- E II ICV a W Q --- o C l�i�- -- -- ------ -- -- -- -------- _- -- ------ - -- -- - -- 0' ° -- -- ---- - - -- -- --------- -- a 4_ - -- -- - SCALE: 1"- 3 W H •�15.0'WIDEINGRESS/ , W N V III EGRESS EASEMENT 13 O �► I INST.:7907119 Z 'y o 7 1 I 4 W 0 15' 30' 60' 90, a OD C �� IQ a Vl 00 03 P.d DESCRIPTION AREA /o J ao s b+0 HARDSCAPE 16,805 SQFT 46% Z 4J _ • Z W � 4Jto Q LANDSCAPE 16,976 SQFT 47% _, LOT 3 OPEN SPACE:1,836 � I REQ5%-2,491 S.F. BUILDINGS 2,365 SQFT 7% c C L I PROVIDED:2,570 S.F. �i to 0 0 TOTAL 36,146 SQFT 100% � pC = H � V I I I O Lu ccc I 7 MV W EXISTING DRIVE y u N C GENERAL NOTES: 25 '`^ LOT: 3 i ---- ISLE TO REMAIN •L en i i m ALL DIMENSIONS ARE TO THE FACE OF CURB,UNLESS OTHERWISE NOTED Z O cd 3 y L I 1.143 ACRES c N I O Y I I ° ° e .°. e°a° l 49811 SQFT i -------i ^� SEE LANDSCAPE PLANS FOR IRRIGATION AND PLANTING V u ie =�w V ° ° 4 W W FUTURE DEVELOPMENT 1 --------i ALL WORK TO COMPLY WITH GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS c W 4J I I � ' III ; V) III ; ______-_� �- ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS. s •; 41 I III ' V III I i --------� o EX STRIPING TO REMAIN �_ ' e. %0 III ' i 26.00' 16.00' 12.50' KEYED NOTES: 1 I °° I °° . Go PROVIDE,INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR III h i i REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:. II 14 ' I a O STANDARD DUTY ASPHALT PAVEMENT WITH GRANULAR BASE PER DETAIL'B1',SHEET --------i 1 C5.01. I I 1 II A I 1 ON L O III 30'WIDE SEWER& 1 1 F O „ CONCRETE PAVEMENT WITH GRANULAR BASE PER DETAIL'A1',SHEET C5.01. �SS�G 23 WATER MAIN EASEMENT, 1 --------i ° �r \STF } 19 PER INGLEWOOD PLACE SUBDIVISION NO.1 ______ - O CONCRETE SIDEWALK,4"MIN.THICK CONCRETE OVER 4"MIN.ROAD BASE. a I I 1 25 , d. 4 INTEGRAL WALK AND CURB PER DETAIL'B2'ON SHEET C5.01. I r O I 8 Q` 24 „ °R1 O 5.0' 1 O p 8. O5 24 CONCRETE CURB AND GUTTER.SEE DETAIL 63,SHEET C5.01. D O� o 5 0 0 5 ALTA HILLS LANE-Z. 0 O6 24"CONCRETE RELEASE CURB AND GUTTER.SEE DETAIL'AT,SHEET C5.01. �O V 0 0 0 - - - o O 1 N ° ---- � r j � 14 I � M 89 3f PRIVATE M ---- 1 � D � ( ) 1 ADA RAMP WITH DETECTABLE WARNING SURFACE.SEE DETAIL'D1',FOR RAMP DETAIL AND DETAIL 6 6 n O C7 7 n m O 'B5' FOR DETECTABLE WARNING SURFACE DETAIL BOTH ON SHEET C5.01. 24 R15.0' N� --------i1 °r° , N ------ - -- -- - -----"--J-- ----- ---- c O Q - 1 n p � _ ��`.� U -- Q Al FUTURE PHASE PARKING m � � � a 8 ADA RAMP WITH DETECTABLE WARNING SURFACE.SEE DETAIL'C1',FOR RAMP DETAIL AND DETAIL O' �__________ ________________________________ 1 °o `-- __= LOT 1 BLO - EXISTING O '136FORDETECTABLEWARNINGSURFACEDETAIL,BOTHONSHEETC5.01. (� I -- l I Q I II I- f 1 o i i O �11 I DEVELOPMENT ■ i-------- --------i ; INGL OOD PLACE S VINON NO. 1 VAN ACCESSIBLE ADA PARKING SIGN.SEE DETAIL'C4',SHEET C5.01. W 26 27 ------------- ' �_____-)) ; II N (PROPOSED) z J r , 1 i ---- --i-------- ------ -ii I z 10 PAINTED ADA SYMBOL.SEE DETAIL'CT,SHEET C5.01. m w O I I I I 1, = p C7 I I----rFUTURE PHASE PARKING ' ° !� m W ZLANE LANE RT I I I 1 /--- I II = 11 4"WIDE SOLID YELLOW PARKING STALL STRIPE LINES. > 11.50' N I 1 r I u W I O i i ii LLJ r-I w LANE O 1------_ _-__-J O 12 4"WIDE SOLID YELLOW PEDESTRIAN STRIPE LINES. W �' i 1--- r 1 ------11 0 14 I I vo '- ' 27.50' ° ' EXISTING DRIVE 13 12"WIDE SOLID WHITE PEDESTRIAN CROSSWALK r4 I I LOT: 2 O 1 O Z , 28 Z N I FUTURE I I 1 --------1-------- REMAIN j ISLE TO rn = � I BUILDING I I 1 0.903 ACRES n i II O O I BULL S.F. i 39337 SQFT " ° 14 PAINTED ARROW SYMBOL. N I I 1 ---------L-------- ----- --ii 'O 25 I O J ' i " '(n 15 BOLLARD.SEE DETAIL'A4',SHEET C5.01. z 1 L------- II ° .. O I l i : ---------L------- 1 -------° ° I I ' ' 1 I 16 (2)DUMPSTER ENCLOSURE 12'x18'MINIMUM INTERIOR DIMENSIONS WITH A 3'PEDESTRIAN ACCESS N M 0 14 1 ------- II O j I I I I GATE AND 18'GATE OPENING WITH GATES THAT SWING 120 DEGREES WITH A CANE BOLT TO HOLD Q a Z --------1-------- -------- ' a \ I I 1 i i ii ° THEM OPEN.THERE MUST BE 50'FEET OF CLEAR SPACE IN FRONT OF THE GATE FOR EASE OF (D FUTURE PHASE PARKING TRUCK ACCESS.SEE ARCHITECTURAL PLANS FOR DETAILS. 1- -------il ' Z \ I I I 17 FENCE AROUND OUTDOOR SEATING AREA.SEE ARCHITECTURAL PLANS FOR FENCE DETAIL. 1 -------- II FUTURE PHASE PARKING- -i__----- Q _------ „" L \ LOT 2 OPEN SPACE: I _j I 18 MENU BOARD.SEE ARCHITECTURAL PLANS FOR DETAILS. O O `I / \ REQ?1,966 S.F. 1----- - ' '� II ° a Lu O T \ PROVIDED:1,986 s.f. ; 1 �// i r v \ --- � DOS/DCB CANOPY.SEE ARCHITECTURAL PLANS FOR DETAILS. 1 G <v= \ 6 =_====-11 _-------- W > -------ii m EXISTING I y = i r-I -------- 26 �� PROPERTY LINE 6_ - - _ _ _ _ Z d u I DRIVE 20 VEHICLE CLEARANCE BAR.SEE ARCHITECTURAL PLANS FOR DETAILS. Q !V ° I r---� i N 89.36'01"W 191.83' R8 0' 3'OPENING/GATE 0 _-_ J N ISLE TO REMAIN Z R8.0' J 21 SITE SIGN.SEE ARCHITECTURAL PLANS FOR DETAILS. �/ 'O 1 p n N I i �'x/, 5 0'S \ R5. ' 5 `�� L=====-u , j 22 CONCRETE WHEEL STOP.SEE DETAIL'B4',SHEET C5.01. ( ] V R20.0' \ 14 s oT II , 23 NEW 24"STOP SIGN AND ONE WAY SIGN ON SINGLE POLE.SEE MUTCD DETAILS R1-1 AND R6-1R. \r uj ' 14 \, 21 20 a , _ II a "I Q I I \ 17 3 21 ^ \ti 2 ii I 24 NEW RADIUS DIP DRIVE APPROACH PER ACHD STANDARDS AND SPECIFICATIONS INCLUDING ADA Q LPL ° ________i1 6 16 II ACCESSIBLE RAMPS WITH DETECTABLE WARNING SURFACES. W W li O 1 1 1 22.00' X 4 5 R3.0'\ I 1 I W 25 6"TRAFFIC SEPARATOR CURB PER ACHD STANDARDS AND SPECIFICATIONS.INSTALL CENTERED ON 25 ' ' ' ' 19 BIKE PARKING' ♦ " 25.00'��18.00 ii O O J 1 ° ° C7 I -- --- , ° °29 11 EXISTING STRIPE. � � � 27 i i 6 i i 3 Q u FUTURE PHASE PARKING 18 ° ? ° o coo 22 . r TYP I 1 TYP c> 11 6"VERTICAL CURB AND GUTTER PER ACHD STANDARD DRAWING'SD-701'. a 4 -------II 25.00' ° 10 �� 27 CONCRETE SIDEWALK ALONG BACK OF CURB PER ACHD STANDARD DRAWING'SD-709'. M W 25.00' 1 19.00' 25.00' 11 �- 'e O SETBACK 1 3 9 9.58' \\ ^ I \ ✓ _ REPAIR ASPHALT AND EXTEND TO NEW LIP OF GUTTER PER ACHD STANDARD DRAWING'SD-303'. o \ o I I I I \ n w m \ II 00r45 1 1 PROPOSED 8 Q' Z \ u w z ci I I I 1 BUILDING o \ r o a i o W 29 BICYCLE PARKING FOR(2)BIKES.RACK MUST BE ORIENTED AS SHOWN ALLOW ONOBSTRUCTED 40.50' 11 1 1 12 q \ n ~o r \ II /` i o_ FIFE=2691.00' rn \ w g5 m F- I ° ! r" I PEDESTRIAN ACCESS ALONG THE SIDEWALK. 1 1 2,365 SQFT. �k \ a o --------iI \\ I I 6 I ,� o �\ U. II L / R .5' 1 I I W ACCESSIBLE ROUTE WITH MAXIMUM 1:48 CROSS-SLOPE AND MAXIMUM 1:20 N 6 _ _R3.0' a z EXISTING DRIVE F_ �_ -- v �'0� -----� �ISLETOREMAIN RUNNING SLOPE. 1 5 \\ N o 3 LOT: 1 10 R8.0' R8.0' , , 0 W 14 22.00' 0.830 ACRES 22 TYP. PROPERTY LINE 36146SQFT o �S89°19'47"E 53.00' ro EXISTING N STARBUCKS PARKING TABULATION: ♦ 1R180 P. o 14 SHERGAR LANE - 15 7 14 N I \ o` �=Q t= ISLE TO REMAIN o Q Q 26 27 I 1 1 1 \ VQ ��S (PRIVATE) H REQUIRED PARKING:1 PER 500 SF FLOOR AREA.36=5 �� 4eI i 16 R20.0' R8.0' H 35.60' i i I I \ _ PROVIDED PARKING FOR GUESTS AND EMPLOYEES:19 STALLS III li 1\\\ 5 0 5 0 5 ' . _ ___ i 1 LOTIOPENSPACE: \ \ - - -- - - -- - --- -- - - ccl, �_ 17REGULAR R25.0' N I 13 N ; 6 6 PROVIDED:2,004 S.F. \ 1 STD ADA STALL1 VAN O R25.0' i REQ:1,957 S.F(5%) \ O n1 III 25 III \\ \ , , N 21 vv Z III \\ _ -''.�� I\ I______________ ________ _________-- \ 3 .00' REQUIRED BICYCLE PARKINGA PER 25 PROPOSED.25=1 (V 48.00' \\ -\ ( _--' `----- ----- --�------- - ----- 1'� BICYCLE PARKING PRO ~ ----- �� 6zzzz 6 , I L0 AS-SURVEYED �� 00 d II, I o c� 1 1 L--- c�-- ----- -3 PROVIDED:2 - o m---(( _o a___ ____ _ ___-__ _ 14 I DESCRIPTION P01NT o V CL MCDONALD LATERAL SCHEDULE B 2 EXCEPTIONS Z o ♦ -----N I- 3 7 N -� --- OF BEGINNING \ - - - - - - - - - - - - - ff1 O_ H / ; 2 7J0 _-- - m -0 = THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR.ALL INFORMATION REGARDING W ♦ �° ♦ • J \ o : RECORD EASEMENTS,ADJOINERS AND OTHER DOCUMENTS THAT MIGHT AFFECT THE QUALITY OF TITLE TO '�--�-- _ z " - N 89°36'01" W 227.70 - - - -- -T <, 529 PREPARED BY ALLIANCE TITLE& -- - - - - ES - - - �� E. A ESCROW CORP.CT SHOWN , H A EFFECT EFFECTIVE DATON WAS GAINED E:APRI TITLE12,018,AT 7:0 AM. \\ , - EDGE OF W m w n \ I ASPHALT c31 o I AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH - - -- - --_ � = Z IN A DOCUMENT:GRANTED TO:JOHN J.ELLIOTT AND GLORIA M.ELLIOTT,HUSBAND AND WIFE o m 0 13 PURPOSE:INGRESS AND EGRESS OVER THE NORTH 15 FEET OF PARCEL IV RECORDED:FEBRUARY 6, Lu EXdEPTING ff� o o - _- -. \ Z T co m 1979 INSTRUMENT NO.:7907119(AS SHOWN HEREON.) Q PA CEL1 v m 0 m p AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH N > N 14 IN A DOCUMENT:GRANTED TO:ADA COUNTY HIGHWAY DISTRICT PURPOSE:SLOPE RECORDED: Lu a a a a a a a a 20 2' 191.18'(S89°35'33"E) 58.82'(N89°35'33"W) ! FEBRUARY 006 INSTRUMENT NO..10602898 ( S SHOWN HEREON.)- 2' 242 OA N. � L1 PROJECT NO: 21070 i � BASIS OF BEARING:S 89°36'01"E 2657.24' 28 29 0 0 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH DRAWN BY: CCW �/ SOUTH QUARTER CORNER OF SECTION 21, 19 IN A DOCUMENT:GRANTED TO:CITY OF MERIDIAN PURPOSE:EASEMENT RECORDED:MAY 11,2011 E VICTORY RD TOWNSHIP 3 NORTH,RANGE 1 EAST, 29 INSTRUMENT NO.:111038938(AS SHOWN HEREON.) o O BOISE MERIDIAN.(PER CPF&R ENT.970093907) CHECKED BY: RJ P (96.0'WIDE PAVED PUBLIC ROAD) CD o DATE: 09-23-21 0 - o - -_ - --_-_ --_-_ --_-__- z SOUTHWEST CORNER OF SECTION 21, / TOWNSHIP 3 NORTH,RANGE 1 EAST, // DIGLIN 2 BOISE MERIDIAN.(FOUND ROUND TOP �� SITE m BRASS SET IN 2010,PER CPF&R ENTA 11000681 j BENCHMARK ELEV.2695.47'(NAVD88) /�� Cc �3a �� / PLAN ilil it // NOTICE, CALL 811 BEFORE YOU DIG! I II c/S III THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, II PROTECTION,AND RESTORATION OF ALL BURIED OR ABOVE GROUND UTILITIES,SHOWN OR NOT SHOWN ON THE PLANS. clool s NORTH ------------- 4 - s III II III Illl I j ------------i Vf III ---- ---2 - -- - - -- - - -- - - - - T - - - -- - - - CIS 4J � u E I p L N I III I 30' WIDE SEWER& -- �< iy � '� � 86.57 I\II WATER MAIN EASEMENT ------ 1� ( SCALE: 1"= 20' o C EXIST ' � �1 I � H 0. / I PER INGLEWOOD PLACE--� cd Ntv I SUBDIVISION NO. 1 i ---- � / z y o y J 86.89 86.62 85.86 1 2 , I 0 10 20 40 60 o TBC IL TBC TBC p o .� -- ----_--- -------.��_c84.70--- 84.39 -- ----------- U) 1.0% EOA EOA O° o J w w w w IT w w w ______ _ -�� w GENERAL NOTES: 'r° � c • ' SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND THE RECOMMENDATIONS a� � �a III o ALTA HILLS LANE _ - - - - SET FORTH IN THE SOILS REPORT(IF AVAILABLE).THE CONTRACTOR SHALL BE RESPONSIBLE FOR uj y � = r I TN T 1 N 1 o`i \o - -- - „ \ REMOVING AND REPLACING ALL SOFT,YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH c ti l !86 (PRIVATE) ' L I ,�' \ SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT.ALL EXCAVATED OR FILLED AREAS SHALL BE N G s s s s s I s s , I s COMPACTED TO 95%OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557 EXCEPT UNDER R V 0 / '' --, ii �� BUILDING FOUNDATION WHERE IT SHALL BE 98%MIN.OF MAXIMUM DENSITY.MOISTURE CONTENT AT TIME � o = f ( _/z>57i 1 0 _----- EOA--- �+----,---- ------- OF PLACEMENT SHALL NOT EXCEED 2%ABOVE NOR 3%BELOW OPTIMUM.CONTRACTOR SHALL SUBMIT A H N • �bA ti _ 85 25 II -- ---- -------------------------------------- ------ -= 0/ „ g5.25 84.73 ✓ I ,i , COMPACTION REPORT PREPARED A A QUALIFIED REGISTERED SOILS ENGINEER,VERIFYING THAT ALL � +' W Q 87� 87 37 � ii �� I ii FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED,HAVE u cn C O --- --- 86.53 II )I♦ { I BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND THE RECOMMENDATIONS SET FORTH IN THE N - ��C TBC ; TBC �:\\ `---- --�---------=' EOA 2.0% EOA--i ��i ; SOILS REPORT. C � •� ' ------------- ------------------------------------------ i �ls I c _ J Q U 87.90 I/Ln --- -- - - i � / p L � III J TBC I ' �L I 'I I I N GL 00D THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR V u ,e .� u III m ------------------ I -- ---- - -----I - -�' CONSTRUCTION OF THIS PROJECT.SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN Lu a bA 87.57 1.9° I 3 i i li I > L ZD EXIST I i , ------_)I i�----_\ it COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES. c W 4J r-- - r_ W I r--------------------� -�_- I " ti _ Vf J 0 = I I I ; ' ------ rl = - -=�` \ -------0--iiiI EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONSN- i //T J--- \ BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS.LOCATIONSW N I I / / i -- \ ii N MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR N V CURB & III [' � �--- -------- // �-- , \\ � \ „ v > -Q I I I i // / // '`-- \ \ \ LO COMPLETENESS OF THE INFORMATION SHOWN.IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO GUTTER Q Q ° o I I ---- -- i-- --�- \ \ --------- -� I 0- \ o I I I i /// / / ,\ \ \ \\ \ ;/ i ii w DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED a O I I I , i_ __ _ // /I / \ \\ \\ \ (� a IN THE FIELD BY LOCATING SERVICES.ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'SGo LLJ I `z I 1 I I ; ! /// // // i / / (��_ \\ \\ \ -- JI FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR 1J \- \ I_ VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. Tr�� j-,-7-I -r--- \ \ \\` \\ -- �J C) /// \\ 86.QA \\\\\ \\\\ ,�85.5 ; 2 , LOT: 2 O /// /// / / / / b\\ \jo I 1 I EOA CD ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S),IF ANY,ARE ELEVATIONS AT FINISH GRADE, OQ� 1 I FUTURE I 0.903ACRES -�tL -- t -t;-�-7-- I I I I I �i IO UNLESS OTHERWISE NOTED. \cj AL ` n // f----- o \ \ I I S `J rn I 1 I BUILDING I ; r-- - 39337 sQFr 11 1 1 1 1 / ��l l I I I III 1� 4,550 S.F. // -= ---- I I_• o II J ii lf�/��-7- -I-I I ;-;;_ , / / / / --I - ,, KEYED NOTES: a ' �// I I y=' PROVIDE,INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: III N J/ / /77 \, 0 0 i ° it I 1 GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN. RE III I I I I I i r-- ---- --- ________ __-_-_- �; O TEMPORARY RETENTION BASIN.CONTRACTOR TO CREATE BERM TO IMPOUND STORMWATER UNTIL �- \ / 7/ i� 2 TIME OF FUTURE LOT BUILDING PERMIT WHEN PERMANENT RETENTION FACILITY IS INSTALLED. \ II I I ; r I I I /%////// i ■ li I RETENTION BASIN TO RETAIN 100-YEAR 24-HOUR STORM.SEE INDIVIDUAL CALCULATION SHEETS ON w �6' i I \ l- 1-1---------------- -------- ' 3 II I I I 1 \ I %�/f/ I �I 0 SHEET C5.02 FOR BASIN SIZING. -- -------- - \\ , \ // I Q ,I I O INLET CATCH BASIN TYPE 1 PER ACHD STANDARD DRAWING'SD-601'INCLUDING BICYCLE SAFE III 1.8% I I \\\\` --- J ------- III ---------------- ' �' GRATE PER ACHD'ST-609'. \\ LOT 2 OPEN SPACE: i \ \ ------- Lu I I�� \ REQ.=1,966 S.F. r-- - � / i ♦�/^'� LIJ I li CONTRACTOR TO FIELD VERIFY EXISTING STORM DRAIN PIPE SIZE,MATERIAL,AND INVERT m [/ \\ PROVIDED:1,986 s.f. i \ 4_ / ;___________ v♦ _,_ _ ' i I ELEVATION PRIOR TO CONSTRUCTION AND MATCH AND EXTEND PIPE AT A MINIMUM OF 0.30%TO ------- ---------- �/ - -- II11� 5 THE NEW INLET CATCH BASIN TO THE EAST.CONTRACTOR TO USE SAME PIPE TO CONNECT THE(2) W y \ �` �� INLET CATCH BASINS TOGETHER. r-1 II �/ ' \\ 88.30 =__- -----1 �\`. .'�� W > i li W \ TOC 88.33 _______I 2 �, 87.50 \ 87.43:=====---- 86.£Z F , , II 90.22 � - - 88.78 TBC _ _ `� 0 0 a l a 8 50 ��--- ------ FG \ 88.68 \ / TBC O �i I ii \ Z TBC _ -- 8B'C 8BC SJo�TBC �8 , 1 r 1 4 GRATE=2689.74' F I 86.50 TBC'T TBC \ 8 v 87.00=Y �= Q --- $ -ps ---- i FG ' '�i 8 � � \`\ , 1 J li EOA ` O5 5 LF NEW PIPE \ . TBC c�1 o M 189.33 Q I Z O3 ?�, 88.99 TBC � 5 7 LF NEW PIPE TgC r III O a - 4 GRATE=2690.05' I i i `\ CURB CUT � \ `\ p°\° 3 88.23 �• ------- i \ \\ \ TBC �' TBC TBC -II 90.53 ° \ i i \\\ [901 90.34 89.55 88.96 ,. . i , 1:89:�6 I 88.44 ��C ^ TBC TBC 88.5 h 90.28 I Z 90.35\ a TBC o I , TBC I I I \ \\ ^ I TBC \ TOC a a a TBC \ TB ------ -�i� \ .o a \ 88.90 a , W O ��1.8°/\ TBC a` �o n \\ \TBC\� \TBC 0.7% 4.4 iVVV I ;I I O T O I i � I I I I 90.58� 90.58 4 I i I i i i i TOC X OC ETENTION BASIN _\ a I \ ✓ h ( 0 N N J TRIB AREA#1 T P OF BANK=87.50 _J o M BASIN=86.50 co 88.00--1 N N- a ti \° 88.89 88.94 EOA i \ �i CAPA -1,164 C.F. a \ a \ , L V I \ \ i i 91.00 a 91.00 \ as l0 TBC \\ TBC - -\ TOC v> a i i i i ITOC 90.80 0.6% `\ 88. 0 2 li W TBC 0 89.9� ABC \ I I I I Ae, W CC O W O \ PROPOSED \ `\\ 47 �a9� a r-1 BUILDING \ o0 Lf1 92.00 a i I I 2.0/o _ /a\ \ N TBC I W 6.50 ' 2,365 SQ.FT. 9o.5a `\\ \ ' \° o I G i i i 1 90.58 I; `\\ O 91.67 2L0/o 2.q/o I I I I `� T C I \ EXIST 1.5% TBC ` a a 1 TBC RIDGE \\ 89.01 91.00 �_90.03 \\ EOA \ \ z_ 187.50 TOC° TOA a I FG 89.25 a at \ I a I 89.81LLI FG TBC 90.56 TBC $OTRES �0.82.0% 90.57 90. 9 90.29 \ \\ \\ \ I _ 36146 SOFT �o TB TBC 88.75 I 8o TBC TBC s o N I FG i i i 90.90 91.00 4 v 90 9 - j� �; o\ `\\ \ \\ �\ r TOC 91.0 -- _--111 \\ W 93.01 i i i 89.98 R\D - G TOC TOC I CURB CUT 9.37 \ \\ TBC 90.89 91.00 90. 4 i \ / 90.69 / I TgC 1.2% \\\\ TBC i i TBC TBC TBC 89.37 89.65 93.01 1b/° ; I, \°\° / I 2�0 TBC / TBC \ \ OC14 \ I EXIST 1 I �\ �\��` 90✓ / `� / \ III CURB cur LOT1OPENSPA`CE: oo �,� COMMON GRADING ABBREVIATIONS: PROVIDED:2,004 SF. m 00 SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS oN �\I �' \ 89.80 66.' i i REQ:1,957 S.F(5%)\ OICI \\ G TBC C ; ; Z C ,\ BFE BASEMENT FLOOR ELEVATION 0 N III \ \ 90.09 90.42 89.91 a III -TB�r''�/ `� �------------------ ------------- ------ ------ 88-4 Z O \ EX or EXIST EXISTINGBW FINISH RADEATBOTTOMOFWALL d RETENTION BASIN TBC TBC s \` N II I . ----------------- �-- 90.23 \ / \a / '-_030T--- --- I oC r TRIBAREA#2 \ a I __ _ -�- _ RETENTION BASIN -_____-_ _ _F-__-____ _ I \ EOA EDGE OF ASPHALT N 0 � _________� ��___ _ TOP-OFBANK=89.25 �11� 9�5 TBC I iT6C __` � 30� TRIB AREA#3 \ i \�� - EOC EDGE OFCONCRETETION O BTM BASIR=88,Z5 3 - ------ ' Z FFE FINISH FLOOR ELEVATION UJ ---------- CURB & �� 9387 �\ 1°�° 88.75 FG o I - ---------- ----- ------__ TOP OF BANK=88.75 \ I to G N. CAPACITY=574 C.F. `�0 37 FG FINISH GRADE �a // I EXIST \ FG 1 i `" 3�------------ -- --- 66___ BTM BASIN=88.25 3 ------- 92.66 - , I FL FLOW LINE GUTTER / \ I \ \ '------------ �- -------' TOC TOC LLI 4.7%� TOC CAPACITY=1,608C.F. ---_---_ II GB `J 1911 ` d 90. -a \� ---� - __-- --° i \ \� HP HIGH DPOINT EAK CIA 1_L93) l92) v --` 90.49 92.78 92 78 - I ` LP LOW POINT � \ O -___ v NG NATURAL GROUND \ - - - N 89°36'01° W 227.70� -- _ - SDCB STORM DRAIN CATCH BASINLu \\ -- - -- -- -- �-- - - ------ -- �_ _ -7- - -- -- �=r- L - SDCO STORM DRAIN CLEANOUT BOX Q 4.45 T SIDEWALK ° ° 93.07 r _ `° _ 93.68 93.13 1 90 _ SDDB STORM DRAIN DRAIN BASIN / WALK C - EX15T__!- I EXIST EXIST �i� XIST� EWALK E%IST� T - - SDMH STORM DRAIN MANHOLE E -------' UT --_ - _�_ -- - --_ ------ -- -- ----- -- -- - --��- -- -- -- - - - -- - �- --- TBC TOP BACK OF CURB W a j \ I TOA TOP OF ASPHALT a a a a a a a TOC TOP OF CONCRETE a PROJECT NO: 21070 Q DRIVE CUT TOG TOP OF GRATE i fl- i - TOW TOP OF WALL fTl r DRIVE CUT TW FINISH GRADE AT TOP OF WALL DRAWN BY: CCW WW WATERWAY o CHECKED BY: RJP n M � DATE: 09-23-21 m go 21 r � z w w w � z w w w w w w w w w ! w - - - - - - - - - - Q - ------------------------------------------- N------------------ --------------------------------- - - - ------------------------- _ _ _ _ GRADING AND o $ d sd sd sd sd sd sd sd sd A ° Ca&/3e 'v' 7�0& ;r DRAINAGE s s s - -s s s s s s s NOTICE, CALL 811 BEFORE YOU DIG! ou 00 W � �, E VICTORY RD S s S PLAN z y 0 0 0 (96.0- WIDE PAVED PUBLIC ROAD) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, CURB & n > f Z D_ = PROTECTION,AND RESTORATION OF ALL BURIED OR ABOVE CURB 8c GROUND UTILITIES,SHOWN OR NOT SHOWN ON THE PLANS. C2s0l (_I ITTPD Z / i+i iTTrn s NORTH 0 0 I II JhiHKI`JUMIN W. — 4 I II m 41 0 = y FOUND BOUNDARY m L d LINE STAKE z c � V n = IRE FENCE � � � Q I IIII FOUND BOUNDARY � 3 .� t LINE STAKE EX SHED S 89036_02" E 244 61' u N i 48.00' -- -- -- S89°36'02�E 800.18'(S89°35'33"E)-- -- ------ -- -- -- Lu 11" Q tko ICVill- -41 W0 co -- -- -- ------ -- -- SCALE: 1"= 20' ^ 4) •— - - - ---------- a � ICI , I 15.0'WIDEINGRESS/ 1--- 'W o 7 — + - - - - - - - - - - - - - - - - - - - - - - - GRESS�ASEMENI - - - - - - - - - - - - - - I�I — — — 0 10' 20' 40' 60' C> C INST.:7907119 C o I 11 I i 1 I -� a o J C V, o 03 tv GENERAL NOTES: � c J r2F THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR i!� — bA CONSTRUCTION OF THIS PROJECT.SPECIFIC DETAILS REFERRED TO ON THIS SHEET SHALL BE USED IN y � = r COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES. �� d G :1,836 ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LOCAL AGENCY'S EROSION CONTROL tdo VQ) �+. STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE AGENCY o HAVING JURISDICTION.ALSO INSPECTORS WILL HAVE THE RIGHT TO CHANGE THE FACILITIES AS NEEDED. N y Sao v . _ THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE LOCATIONS OF ALL EXISTING Lu � cn' C W UTILITIES.IF CONFLICTS OCCUR,THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO T •L I I I CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. C � y S. III LOT: 3 , I 0 3 ai J I - THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL. V u � •= V 1.143 ACRES w CL 49811 SQFT ---i >1 L. 1 WHEN GRADING OPERATIONS HAVE BEEN COMPLETED AND THE DISTURBED GROUND SHALL BE LEFT v = L. ' I "OPEN"FOR 30 DAYS OR MORE THE AREA SHALL BE FURROWED PARALLEL TO THE CONTOURS OF THE � LY (% --------i V) I I I I I AREA. s of 1 �! ------ THE CONTRACTOR SHALL MODIFY EROSION CONTROL MEASURES TO ACCOMMODATE PROJECT PLANNING. � N (,� 10 ------ *31111111110 MAINTENANCE: i00 ---------- DETERMINE IF REPAIRS OR SEDIMENT REMOVAL IS NECESSARY.DUE TO CONDITIONS THAT MAY ARISE IN I IIII � ------ I III I -- i THE FIELD,ADDITIONAL CONTROL MAYBE DETERMINED TO BE NECESSARY. f SF SF SF SF SF i SF __-_-_-_� I SILT FENCE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT THE LEAST S�ONAL F O� DAILY DURING PROLONGED RAINFALL. �t� \STF 2 i 30'WIDE SEWER& t O � WATER MAIN EASEMENT, I i J f I � I CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCES,END RUNS,AND PER INGLEWOOD PLACE i I � SUBDIVISION NO.1 3 ! UNDERCUTTING BENEATH SILT FENCING. O I �• i I T NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF SILT FENCING SHALL BE ACCOMPLISHED III � - - - - - - - - - /- - - - - - - - - � I - I � PROMPTLY. O D 0 III iALTA HILLS LANE -i I 0 SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL.THEY MUST BE REMOVED WHEN THE III 2 _ _ _ _ _ i I LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. (PRIVATE) -------- KEYED I III _ I _______�; I a KEYED NOTES: III p i - - - - - - - - - - - -------� - - - - - - - - -II ! PROVIDE,INSTALL ANDIOR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR III O ---U-------------------------------------- ---- °, i i) I T REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS: III i J ________________________________________ T----- I I- LOT 1, BLO 1 - - I i i \\o ii 1 SILT FENCE AS SHOWN ON PLAN.SEE DETAIL'CT,SHEET C5.03. m ------- ------ -------�I I INGL OOD PLAC DIVISION NO. 1 m J o I I �° Lu It �I I -------- - - - - ' _ __=JI) i ii I (V (PROPOSE )e TEMPORARY CONSTRUCTION ENTRANCE.SEE DETAIL'C1',SHEET C5.03.LOCATION SHOWN IS _-----1-------_ J p - I r , i i - -------il I I� 2 SUGGESTIVE.CONTRACTOR TO RELOCATE AS NEEDED. W Lo N � I I I �- ----- i_______ ______ iiI 'Ln r-I a Q I I I I _1 -il I 1 CONCRETE WASHOUT AREA.CREATE A MIN.10'X10'AREA WITH A V HIGH BERM.LINE AREA WITH LJJ I ______ LLJ I I I i ri I W O PLASTIC.DISCARD WASTE IN DUMPSTER WHEN FULL AND LEGALLY DISPOSE OF.SEE DETAIL'A3', p zI I I I i _______i________ ______� I T Io SHEET C5.03.LOCATION SHOWN ISSUGGESTIVE.CONTRACTOR TO RELOCATE ASNEEDED. z �------ I Q I p I I I LOT: 2 O ________ ________ " ______ - O CONSTRUCTION DUMPSTER,CHECK LEVEL DAILY,LEGALLY DISPOSE OF WASTE AS NEEDED. CD I I FUTURE I :-3933 SQFT T� i ° I 10 � 4 LOCATION SHOWN IS SUGGESTIVE.CONTRACTOR TO RELOCATE AS NEEDED. rn I N I BUILDING I I ------- ------ -------il I ` J I I 4,550 S.F. I i- III I O z I i I PORTABLE CONSTRUCTION TOILET.TOILET TO BE PROPERLY SECURED TO PREVENT TIPPING. I I I _ _____ I „ I (n BUILD 6"BERM AROUND TOILET TO CONTAIN ANY SPILLS OR LEAKAGE.CHECK LEVEL DAILY. N M O I I I I -------° i I O LEGALLY DISPOSE OF WASTE AS NEEDED.SEE DETAIL'Al',SHEET C5.03.LOCATION SHOWN IS Q O R* a I _-----_-1--___--- it 0 I _ _____ i ;; SUGGESTIVE.CONTRACTOR TO RELOCATE AS NEEDED. III I I I ' I T 1 tD _ z I -_-_- i-- �� MATERIAL STORAGE AND STOCK PILE AREA.SEE DETAIL'A5',SHEET C5.03.LOCATION SHOWN IS M N 4- - I -------" I 1 Ofi SUGGESTIVE.CONTRACTOR TO RELOCATE AS NEEDED. 00 z -------- II I I ------ Lu \ ' ' Z " I W O �- ----- Q I O = 0 I \\ LOT 2 OPEN SPACE: I I J II REQ IDED:S.F. �— —————- I � W , I \ PROVIDED:1,986 s.(. 1_____ El r _ ,-Q Q l� 11 _____ Z w a --- ------- O a I 1 •O i1 \ ' 1 a_ V � z � I , ps II a L======, I I Lu v I a I II II 1 1 Ii �% \ \� III ' 9� Q � LL LL a . cn ° ^ ° --------I I T 1 W � I i i i i ° ..o II C \ II I I L I II I I II I Lu ° II i i PROPOSED \ \ n Q 1^ i III I I BUILDING a ° 00 , Ii i i FFE=2691.00' \\ W I, 2,365 SQ.FT. \ ------ it Ii V v I O N I LOT: 1 0.830 ACRES E III II 36146SQFT « I \\\� SHERGAR LANE a I I i I \ \ � II II I I \ N III — c » `�.�\ I \\ (PRIVATE) PROVIDED:2004 S.F. - 1 I LOT 1 OPEN SPACE: T \ \ I\\ \\ , N 0 0 ® RED:1,957 S.F(5%) \ Q I ' ' ------------ ---------- ---------------- ------ ---- - ------------------ - \ II� i ------- a8-Oo ( -- \ �,, i ; L-----------------------____ __ -------- I- I \\\\ ��CL MCDONALD LATERAL ��/� c ' I \ — — — - VI - - - -_ _ J J ) , 1 \\\\ > --- -- uj __,_ i � ------ -- -- -- — N 89°36'01�� W 227.70� -- �, EDGE OF CC —— ——— —— uj ASPHALT o I I o o -- ----- �� --- co co N � aaaaaaa a L Q a PROJECT NO: 21070 Q - 191.18'(S89°35'33"E) 58.82'(N89°35'33"W) — — — — o — — — — — — — — — --------------------- — ----------------------------- — — — — ------------------------------------------------------------- — DRAWN BY: CCW sd sd sd - BASIS OF BEARING:S 89°36'01Sa 2657.24' CHECKED BY: RJP E VICTORY RD 0 o (96.0'WIDE PAVED PUBLIC ROAD) DATE: 09-23-21 a Q Z o =_ -- --- --- --- - - - - - - - - - - - DIGLIN EROSION Cad/3e�a� 7�acr, l� - CONTROL NOTICE, CALL 811 BEFORE YOU DIG! PLAN THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, III PROTECTION,AND RESTORATION OF ALL BURIED OR ABOVE C2s10 GROUND UTILITIES,SHOWN OR NOT SHOWN ON THE PLANS. s ' I II �17HKr Jvl71v vv. m NORTH 0 FOUND BOUNDARY m FOUND REBAR AND CAP LINE STAKE L CURB& IN ASPHALT,PER ROS 10764 �� m L °� GUTTER II FOUND BOUNDARY----_ v IRE FENCE S 89036'02" E 244.61' �SHEDS 89°36'02" E 244.61' °' °�48.00' ll -� s- --s s��_s��. -- -- ------ -- -- -- ------ -- -- -- — — -- 3 c t S 89°36'02"E 800.18'(S89°35'33"E) O u V III II ® W E L. III ob ICV III - tko - ��4 I- - - - -- -- -- -------- I SC = 30 II I DRIVE CUT I 1 ----- — ---- -- -- -- -- ------ -- -— -- -- — A >- 0 0- !� a ° LE' 1" ' W Zt a a ' I 50' GRESSI "" 1 IJJ N Vw — + - - - - - - - - - - - - - - - - - - - - - - - <�IGRESS�ASEMENL - - -- - - - - - - -- - ---- - � — = C ST.:7907119 1 W 0 15' 30' 60' 90' ed Q a o C I ' co 03 ed I GENERAL NOTES: J °"0 J III Z d _ • ° ^ Z CONTRACTOR IS TO COORDINATE ALL SITE UTILITIES WITH PLUMBING DRAWINGS. I I puj - I I I I III � bA III '.0 I I Q a) >: 7 r i LOT30PENSPA E:1,836 �_ ALL NEW WATER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY REQ 5%=2,491 S.F. STANDARDS&SPECIFICATIONS. c G F EXISTING FIRE HYDRANT TO REMAIN 5 = L PROVIDED:2,570�S.F. I m = •cd 41 o V 4) I 4 ALL NEW SANITARY SEWER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING � o = "i IW i i i I MUNICIPALITY STANDARDS&SPECIFICATIONS. Y • �_ I Q I I 7 MV (n CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES AND � cE N C W d u I OTHER UTILITIES BEFORE STAKING OR CONSTRUCTING ANY SEWER LINES. _ — I I LOT: 3 , i a E S L. I I 1.143 ACRES i ; FOUR FEET OF COVER IS REQUIRED OVER ALL SEWER LINES. c E CURB&GUTTER _____i I �° 4 O L _ 4J 49811 S FT - Q I -a I u � N I N TO REMAIN I 1 MAINTAIN A MINIMUM OF 48 INCHES OF COVER ON ALL WATER LINES. I III � 4J I CONTRACTOR IS TO COORDINATE LOCATION AND DESIGN OF NEW COMMUNICATION/DATA FACILITIES TO c W u) BUILDING WITH UTILITY PROVIDER. N t I --------i 1 7 •� III I I I 1 CONTRACTOR IS TO COORDINATE LOCATION AND DESIGN OF NEW NATURAL GAS FACILITIES TO BUILDING N V III I I i 1 a WITH DOMINION ENERGY AND MECHANICAL PLANS. o I ; ________i I LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS.CONTRACTOR IS TO Go III I — s I i i 1 N VERIFY CONNECTION POINTS WITH EXISTING UTILITIES.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE III I I ; III I co I 14 -i I g CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURE THAT ARE TO REMAIN. a.. III i I __----__ I a UTILITY PROVIDERS: WATER:WATER PROVIDER 30'WIDE SEWER& m \ONA F 0 III I I WATER MAIN EASEMENT, --------1 I EXISTING FIRE HYDRANT TO REMAIN SEWER:SEWER DISTRICT �5S \STF III } I PER INGLEWOOD PLACE I NATURAL GAS:DOMINION ENERGY III NI I SUBDIVISION N0.1 ELECTRICAL POWER:POWER PROVIDER J -� I TELEPHONE:CENTURY LINK III I I 13 w w w w w w---- - i 1 s w g KEYED NOTES: I PROVIDE,INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR �^• 11 I I LTA HILLS LANE I REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS V F I 13 I _ (PRIVATE) s s s s NEW 1-1/2"WATER METER PER MERIDIAN CITY STANDARDS AND SPECIFICATIONS.CONNECT TO N I 1 V 12 ii I ' FIRE HYDRANT LATERAL WITH 2"CTS POLY PIPE AND ROUTE TO NEW METER LOCATION.REDUCE TO IIIO Ln _ -------------------------------------- -1 1-1/2"CTS POLY AT METER BOX AND UPSIZE BACK T02"CTS POLY PIPE AFTER METER TO THE --� BUILDING.SEE PLUMBING PLANS FOR CONTINUATION IN THE BUILDING.MIN.48"COVER OVER TOP III �I - ----------------------------------------- °° T " I I LOT 1 BLO 1 OF PIPE. III 00 I __ " I i` INGL � OOD PLAC DIVISION NO. 1 III o I I \) II SANITARY SEWER SAMPLING MANHOLE,PER MERIDIAN CITY SEWER STANDARDS. r_ , __ ---- 1------- - - - - 1 (PROP )a O RIM:2989.69 IE IN:2684.89 IE OUT:2684.64 m III W I 1a ------------ I ----I 111 (V J � 2r I = I I --------1-------- it CURB& III > N O I I I —_ u I �° 800 GALLON GREASE INTERCEPTOR,PER PER MERIDIAN CITY SEWER STANDARDS W GUTTER Q-o O I I I ----- --------1-------- ------u 1 w _ O W RIM:2689.87 E RIM:2689.81 IE IN:2685.28 IE OUT:2684.95 r-1 a - I1 _ I W w o, O I II °° Ljj o zI I I I _______1________ �______ I Io CONTRACTOR TO FIELD VERIFY LOCATION, AND SIZE OF STUBBED SEWER LATERAL O Ir II ------ , ° __ u 1 u') 4 PRIOR TO CONSTRUCTION AND CONNECT ONTO EXISTING LATERAL PER MERIDIAN SEWER III o Z I I FUTURE I LOT: 2 0 _______i________ L ;, I N ° O STANDARDS AND SPECIFICATIONS.IF SEWER LATERAL IS NOT DEEPER THAN 2683.80',CONTRACTOR z III rn I I BUILDING I 0.903 ACRES n II 1 O TO CONTACT ENGINEER OF RECORD FOR ALTERNATIVE SEWER DESIGN. Q III Cfl I I II I o ° ° �-39337 SQFT X z N I 4,550 S.F. % -------- --------- al I O III � J I I I I �- -_-_- I III �� a.^ GREASE WASTE ONLY 6"PVC SDR-35 SANITARY SEWER LATERAL AT 2%MINIMUM SLOPE,INCLUDING III ALL FITTINGS.CLEANOUTS AT 100-FOOT MAXIMUM SPACING.SEE APWA PLANS NO.381&382 FOR Q Q Z O I I I ________1________ ________�I O TRENCHING.SEE APWA PLAN NO.431 FOR CLEANOUTS. N M III I z I I I _______1________ _______�I I 6"PVCSDR-35 SANITARY SEWER LATERAL,INCLUDING ALL FITTINGS AT2%MINIMUM SLOPE. Q CLEANOUTS AT 100-FOOT MAXIMUM SPACING.SEE APWA PLANS NO.381&382 FOR TRENCHING.SEE _ /III I 10 I � I I i i 1 I W --------ii I ° m APWA PLAN NO.431 FOR CLEANOUTS. M kn Z I 00 Z u1 ii 1 O7 SANITARY SEWER CLEANOUT,PER APWA PLAN NO.431. LOT 2 OPEN SPACE: .J II 1 Q PROVIDED:S.F. �— ------ w n I 8 LIGHT POLE.SEE ELECTRICAL PLANS FOR DETAILS. 0 a.: I 0 PROVIDED:1,986 s.f. I �" �; O T I � II 1 � i r W j n 1 APPROXIMATE LOCATION OF NEW NATURAL GAS FACILITIES.CONTRACTOR TO COORDINATE SIZE, Q - Z -ii 1 I OO DESIGN AND INSTALLATION BY DOMINION ENERGY WITH OTHER CONSTRUCTION. ( ) 0 N JILQ a II 1 s 3 `/ CONTRACTOR TO FIELD VERIFY POTENTIAL CASINGS UNDER CANAL AND REPORT TO ENGINEER OF Z 10 ps I J n I I O RECORD.CAP CASINGS NOT IN USE. e up i p LL II 1 a CONTRACTOR TO FIELD VERIFY EXISTING VERTICAL 4"WHITE PVC PIPES AND REMOVE ANY V V I I II 11 Q UNDERGROUND UTILITY UNDER THE PROPOSED BUILDING FOOTPRINT. � W it li I I V ii 1 I 12 FIRE HYDRANT COMPLETE ASSEMBLY PER MERIDIAN CITY STANDARDS AND SPECIFICATIONS. 6L ° � '° • ii 1 � � � O CONNECT ONTO EXISTING 12"MAIN. M W W = 0 I I II W I I' °at II X I STUB AP 2"WATER SERVICE LINE T FUTURE PAD.CONNECT NEW TAP ONTO EXISTING 12" 1 ________iI I a I °_ I �L U C S C OCO C SO 0 S G WATER MAIN PER MERIDIAN CITY STANDARDS AND SPECIFICATIONS.MARK END OF STUBBED O 5 10 WATER WITH A 2X4 PAINTED BLUE. ° a o STUB AND CAP 6"PVC SDR35 SEWER LATERAL TO FUTURE PAD PER MERIDIAN CITY STANDARDS I _J cn a a I a a Ln I � I ________ 4 — 14 AND SPECIFICATIONS.PIPE MINIMUM SLOPE 2%.MARK END OF STUBBED SEWER LINE WITH A 2X4 M W III I I � � II � ° •�.� PAINTED GREEN. I � 2 n J a ° Ii i i PROPOSED z rn i I' BUILDING �JJ Ii FFE=2691.00' \ --------il � I ° I� i Ii 2,365 SQ.FT. / Z III i" W I II W I— III � ! 11 1 EXISTING FIRE HYDRANT TO REMAIN Q V III I @ CO=2687.00( III ° ° ! --- L 6 ' 1 \ 1 , A I i�� 0 g 0 RE 6 7 �� 1 w, QFT SHERGAR LANE Q 5 S I ------ E — — — — III II I 1 � � I III III ;; c 6 » 1 (PRIVATE) ~ 4e II H III II N III ,4II j ICI'\ IE @ BLDG=2686.00 3 2 ® I III \\ ' ' ,�`�1 I LOT OPEN SPACE: 1 p I\\\\ \�� __ PROVIDED:2,004 S.F. \ — — — — — — ——— E \\ \` G 7 r ' ' I 6 REQ:1,957 ST(5%) I � � ..L° I: Z �' ♦ �_____� , I O r III II I II ________________ 1 _ ( j� 5 - - - --- \ �\\`\ ---------------I 5 ( r---- 1 D ' AS-SURVEYED. d - --- ---- 7 I� ___ __ I I CL MCDONALD LATERAL Z N CURB& 48.00' \ CU=268 .f�- --- -------- ' �� 7 _____ ----__ I DESCRIPTION PQfNT o GUTTER —; — —————---- — -- - - - - - - - - - ,T - - - - - --- d -------- — OF BEGINNING � - - - - Z " -- N 89°36'01° W 227.70'L— — — EDGE OF — Lu --- -- a \O\\ _ 7'SIDEWALK o Q �`MEWALK — _ = WALK �_— ___ ---- � .. — __ _ _____- __ __ - - ASPHALT - = /a o I I j LESS& o DRIVE CUT W EXdEPTING o o Q PARCEL 1 0 v DRIVE CUT /a p N n o U) N W aaaaaaa a w w — w 0- wi w w ,w w w w w w w v V — — ------- ---- ----------------- — — — — — — — — — — \ 21 PROJECT NO: 21070 -- ---- - - E 26 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- ------- E F BASIS OF BEARING:S 89°36'01"E 2657.24' DRAWN BY: CCW � S sd �� sd sd sd stl stl sd Q E VICTORY R D SOUTH QUARTER CORNER OF SECTION 21, j S S S s S S S -s S S S S S �� S S S - TOWNSHIP 3 NORTH,RANGE 1 EAST, 29 a BOISE MERIDIAN.(PER CPF&R ENT.970093907) CHECKED BY: RJ P o (96.0'WIDE PAVED PUBLIC ROAD) o CURB& CURB& DATE: 09-23-21 o GUTTER —CURB& GUTTER o GUTTER —_ — _—__---- SOUTHWEST CORNER OF SECTION 21, / ___ ________ 111 (; LIN __� _ 2SITETOWNSHIP 3 NORTH,RANGE 1 EAST, BR SE MERIDIAN.(FOUND ROUND TOP �� — _� UTILITY / �J �n p �j/)G�' mo BRASS SET IN 2010,PER CPF&R ENT.111000681 `'�J v/ i BENCHMARK ELEV.2695.47'(NAVD88) NOTICE, CALL 811 BEFORE YOU DIG! PLAN U III THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, li III N PROTECTION,AND RESTORATION OF ALL BURIED OR ABOVE GROUND UTILITIES,SHOWN OR NOT SHOWN ON THE PLANS. C4s0i s 4 OL 0 V b4 zL L .V C b0 u ed N 4 MAXIMUM SLOPE V a b+0 G� W0 o a) c N L pQ� z O Lo eV H a co C H °\ p o J FLARED d o C R SIDES � CD = J Z a� cd J • TRUNCATED DOMES.SEE DETAIL W C 'B5'THIS SHEET. v (A ed C L E- en 0 c y o V = cn' `'' • •b+0 LuY' cW cd N C zucdL 0 ; Vw cd a •ao7 4.+ ADA ACCESSIBLE RAMP ed, W U) SCALE:N.T.S. D 1 L V 6„ LANDING TRANSITION 4'-0"(STD) o 48"MINIMUM 36"MINIMUM 5-6"(VAN) RESERVED 2%SLOPE—� 5.0%SLOPE PARKING RESERVED PARKING SIGN PER MUTCD STANDARDS& - /ADASIGN(TYP) ¢ ® SPECIFICATIONS. SS\ONAL RCN 0 SEE DETAIL �► SEE MUTCD DETAIL R7-8. THIS SHEET o �l VAN VAN ACCESSIBLE SIGN LANDING AT a a ACCESSIBLE PER MUTCD STANDARDS& STREET LEVEL SPECIFICATIONS. Q U) � z SEE MUTCD DETAIL R7-8P. Q\O M TRUNCATED DOMES. (D CD LD 4"MAX. (VAN STALLS ONLY) Q SEE DETAIL'B5', J z ADA SYMBOL(TYP) z N z CURB WALL �1 THIS SHEET. aO } SEE DETAIL LU LU < SIGN POST a a THIS SHEET a = 0 LL PAINTED EMBLEM 4 z °s FINISH GRADE !0 ON ASPHALT PAVING OR PAVING SLOPE CONCRETE AWAY FROM TUBE TYP.AT ALL ADAPARKING STALLS PER CITY REQUIREMENTS.(2 COATS) _ III—I —III—III—III—� Ti _III— a —III III- Ti— ,— m NOTE: o m Lu 1 N GUNS pN d SEE SPECIFICATIONS FOR PAINT N ) CONCRETE FOOTING Rrl ? �FtP TYPE AND COLOR.(2 COATS) Gp�(EMPX 5-0"MIN.(STD) 4"WIDE PEDESTRIAN STRIPES W y0°SS�pPE 8'-0"MIN. 8'-0"MIN(VAN) AT 45°ANGLE 2'-0"O.C. ��ER p�Os (2 COATS) ZQ GUNS(\ON NOTE: z LANDING IS PERPENDICULAR TO STREET CROSS SLOPES WITHIN ADA PARKING STALLS AND ACCESSIBLE ROUTES NOT TO EXCEED 1:48 SLOPE. V-4" Q Q z ADA ACCESSIBLE RAMP C1 ADA PARKING DETAIL C2 PAINTED ADA SYMBOL C3 ADA PARKING SIGN C4 Q 0 a SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. _ DC oMo z W 3:2%"x4"x8"CONCRETE PAVERS O O 0 CONCRETE SEE NOTES 1&3 6"CONCRETE RAMP OR 6"CONCRETE RAMP OR 2 LANDING. LANDING. Q ri ASPHALT PAVEMENT, FINISH GRADE #4 BAR CONT. %"BEDDING SAND& TILE (� V Q N (SEE SPECIFICATIONS) WIDTH VARIES FILTER FABRIC a � SEE NOTE � � SEE PLAN 1"RADIUS z m co 'O * ROAD BASE 2% ASPHALT 2'-0' m, G — DRAIN HOLES _ D 14"x 1l2"STEEL DRIVE SEE NOTE 2 = _ Q W 6"ROAD BASE Lu z d a = 6" 2" BOTTOM OF DOWN PINS. 7 3/4" (2)#4 REINF.BARS PLACED SUBGRADE — '' 3l4"RAID. CONTRACTION JOINT W TOP AND BOTTOM CONCRETE 6'-0"LONG 4" (CENTERED). 6"ROAD BASE W � 0 III=III III-III=III-III-1 —III_ W I III—III—III—III—III—III—III — I' _ _ _ _ —I II II II II = ASPHALT NOTES: NOTES: O G — III— - Ln 1.PAVERS,FABRIC,SAND MATERIAL AND 1.MATERIAL:CONTRACTOR'S CHOICE WITH ENGINEER'S �tiQP� fa< IIIIII p a co INSTALLATION PER APWA SECTION 02783. APPROVAL.INSTALLATION SHALL BE IN ACCORDANCE N (STANDARD DUTY) (HEAVY DUTY) — = 2.INSTALL%"DRAIN HOLES AT LOW POINTS WITH MANUFACTURER'S RECOMMENDATIONS. LuV-0"O.C.FILL WITH SAND. JII PARKING ROADWAY —I — ROAD BASE 3.ESTABLISH PAVER PATTERN TO ASSURE ALL III—III III—III III EDGE PAVERS ARE HALF PAVERS OR LARGER. AREAS AREAS —i —i - -i _ NOTE: #4 BAR CONT. - � 9" Z ASPHALT 3" 4" CONST.JOINTS @ 10'-0"O.C. 6" BASE COURSE g" g EXPANSION JOINTS @ 50'-0"O.C. 6" NOTE: Lu CONST.BASE CONST.JOINTS @ 10'-0"O.C. EXPANSION JOINTS @ 50'-0"O.C. Q NOTE: CONCRETE PAVER OPTION DETAIL TILE OPTION DETAIL 0 REFER TO SOILS REPORT FOR PROJECT SECTION SOILS REPORT OVERIDES. SCALE:N.T.S. A SCALE:N.T.S. B J E_ ASPHALTIC PAVEMENT SECTION INTEGRAL WALK & CURB 24" CURB & GUTTER CONCRETE WHEEL STOP N B1 B2 B3 B4 SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. _ N o ROUND CAP ~ 6"CONCRETE RAMP OR N N ASPHALT 6 1/2"RADIUS z *1.6"TO 2.4"* o LANDING. Z N O CD- FINISHED GRADE 6"DIA.SCH.40 STEEL PIPE PANEL N ~a N CONCRETE FILLED o SEE NOTE Z 0 LUNu TIP GUTTER 1/2"AWAY FROM PAINT,SAFETY YELLOW = CURB AS INDICATED BY PRIME AND INSTALL 2 COATS OF (2)#4 BARS DRAINAGE PLAN (UNLESS NOTED OTHERWISE) 6"ROAD BASE NJ i CONCRETE PAVEMENT. o Z_011 v � CD = —�— 6" N CONCRETE 2' MAX.DEPTH OF JOINT PLAN W III III-1 . NOTES: Q ROAD BASE ROAD BASE 1.MATERIAL:CONTRACTOR'S CHOICE WITH ENGINEER'S C �I = ::7 z 3/4"RAID. N 50%TO 65%OF o APPROVAL.INSTALLATION SHALL BE IN ACCORDANCE N q FINISH GRADE BASE DIAMETER WITH MANUFACTURER'S RECOMMENDATIONS. Lu a a a a a a a 2.TRIM PANEL AS REQUIRED TO MATCH REQUIRED ril _ PATTERN.UBGRADE 6" 1/2"RADIUS N B PROJECT NO: 21070 ASPHALT _ r BASE DIAMETER EXPANSION JOINT o.9°To 1.a° 11I —III III III M11 DRAWN BY: CCW j —I I I—III—III_ III= i a:. = = a (2)#4BARS lluu N —III = CHECKED BY: RJP STANDARD HEAVY CONCRETE SECTION N i i° SIDWALK DATE: 09-23-21 CONCRETE 6° 8° _ " '° RIBBED POLYMER COMPOSITE NO PAINT ON PIPE BELOW ROAD BASE 5° 6° =I ROAD BASE 6 6"ROAD BASE NorE: ;. FINISH GRADE CONST.JOINTS @ 10'-0"O.C. d TRUNCATED DOME DETAIL TYPE PANEL OPTION DETAIL r ° NOTE: EXPANSION JOINTS @ 50'-0"O.C. r=--� ° SCALE:N.T.S. SCALE:N.T.S. CIVIL m REFER TO SOILS REPORT FOR PROJECT SECTION SOILS REPORT OVERIDES. = IIIILII CONCRETE CONCRETE 0 N ROAD BASE NOTE: DETAILS CONST.JOINTS @ 10'-0"O.C. MIN. EXPANSION JOINTS @ 50'-0"O.C. U CONCRETE PAVEMENT SECTION CURB WALL DETAIL 24" RELEASE CURB & GUTTER BOLLARD DETAIL TRUNCATED DOMES DETAIL C5w01 Al A2 A3 SCALE:N.T.S. A4 SCALE:N.T.S. B5 SCALE.N.T.S. SCALE.N.T.S. SCALE.N.T.S. s E OL 0 V b4 ZL L .V l- S 4Jj /w C9 o :E = LU L03 W aC o '�• Z N `o N u � H STORM RUNOFF Title: Starbucks Meridian STORM RUNOFF Title: Starbucks Meridian STORM RUNOFF Title : Starbucks Meridian W CO fA C C (ACALCULATION Scope Site Drainage Design CALCULATION Scope Site Drainage Design CALCULATION Scope Site Drainage Design .F O to lt SHEET Tributary Area 1 Retention Facilities SHEET Tributary Area 2 Retention Facilities SHEET Tributary Area 3 Retention Facilities a C Mcneil Engineering Project No. Engineer: TJD Check: RJP Mcneil Engineering Project No. Engineer: TJD Check: RJP Mcneil Engineering Project No. Engineer: TJD Check: RJP Ct J 8610 S.Sandy Pkwy,Sandy, UT 21070 Authority: Meridian, ID IRev. No.: 0 8610 S.Sandy Pkwy,Sandy, UT 21070 lAuthority: Meridian, ID IRev. No.: 0 8610 S.Sandy Pkwy,Sandy, UT 21070 Authority: Meridian, ID IRev.No.: 0 Z ? _ • a� 40 Design Philosophy: Design Philosophy: Design Philosophy: W 2 The storm water runoff from the project site will sheet flow to the drive isles where The storm water runoff from the project site will sheet flow to the drive isles where The storm water runoff from the project site will sheet flow to the drive isles where Cd = i stormwater fill flow in gutters to a curb cut where storm water will flow through a curb stormwater fill flow in gutters to a curb cut where storm water will flow through a curb stormwater fill flow in gutters to a curb cut where storm water will flow through a curb "' G cut to a site retention basin sized for the 100-year storm. cut to a site retention basin sized for the 100-year storm. cut to a site retention basin sized for the 100-year storm. o V IC cn N • 'b+0 a� Area Identification Runoff Coefficient Area Identification Runoff Coefficient Area Identification Runoff Coefficient W N C L 1 (A) (C) (C-A) (A) (C) (C-A) (A) (C) (C-A) Paved 5,106 sf (0.12 ac) 0.85 = 4,340 sf Paved 1,395 sf (0.03 ac) 0.85 = 1,186 sf Paved 5,086 sf (0.12 ac) 0.85 = 4,323 sf 0 m •� L Roof Area 1,150 sf (0.03 ac) 0.90 = 1,035 sf Roof Area 1,150 sf (0.03 ac) 0.90 = 1,035 sf Roof Area 0 sf (0.00 ac) 0.90 = 0 sf 0 = J Landscaped 1,664 sf (0.04 ac) 0.15 = 250 sf Landscaped 3,765 sf (0.09 ac) 0.15 = 565 sf Landscaped 5,647 sf (0.13 ac) 0.15 = 847 sf w 'd0 7 Total 7,920 sf (0.18 ac) 0.71 (ave) 5,625 sf Total 6,310 sf (0.14 ac) 0.44(ave) 2,786 sf Total 10,733 sf (0.25 ac) 0.48(ave) 5,170 sf N W J Allowable Discharge Rate = 0.00 cfs/ac Allowable Discharge Rate = 0.00 cfs/ac Allowable Discharge Rate= 0.00 cfs/ac .� 100-Year, 24-Hour Storm: Allowable Peak Discharge = 0.00 cfs 100-Year, 24-Hour Storm: Allowable Peak Discharge = 0.00 cfs 100-Year, 24-Hour Storm: Allowable Peak Discharge= 0.00 cfs �n V Time Rate Rainfall Q in Add'I Q in Total Q in Q out Storage Time Rate Rainfall Q in Add'I Q in Total Q in Q out Storage Time Rate Rainfall Q in Add'I Q in Total Q in Q out Storage (min) (in/hr) (Inches) (cfs) (cfs) (cfs) (cfs) (cf) (min) (in/hr) (Inches) (cfs) (cfs) (cfs) (cfs) (cf) (min) (in/hr) (Inches) (cfs) (cfs) (cfs) (cfs) (cf) Go 5 6.36 0.53 0.83 0.00 0.83 0.00 248 5 6.36 0.53 0.41 0.00 0.41 0.00 123 5 6.36 0.53 0.76 0.00 0.76 0.00 228 10 4.86 0.81 0.63 0.00 0.63 0.00 380 10 4.86 0.81 0.31 0.00 0.31 0.00 188 10 4.86 0.81 0.58 0.00 0.58 0.00 349 15 4.00 1.00 0.52 0.00 0.52 0.00 469 15 4.00 1.00 0.26 0.00 0.26 0.00 232 15 4.00 1.00 0.48 0.00 0.48 0.00 431 30 2.70 1.35 0.35 0.00 0.35 0.00 633 30 2.70 1.35 0.17 0.00 0.17 0.00 313 30 2.70 1.35 0.32 0.00 0.32 0.00 582 �pNA L FN O 60 1.67 1.67 0.22 0.00 0.22 0.00 783 60 1.67 1.67 0.11 0.00 0.11 0.00 388 60 1.67 1.67 0.20 0.00 0.20 0.00 720 o��S�,\STF 120 0.91 1.82 0.12 0.00 0.12 0.00 853 120 0.91 1.82 0.06 0.00 0.06 0.00 422 120 0.91 1.82 0.11 0.00 0.11 0.00 784 a J 180 0.62 1.85 0.08 0.00 0.08 0.00 867 180 0.62 1.85 0.04 0.00 0.04 0.00 429 180 0.62 1.85 0.07 0.00 0.07 0.00 797 360 0.33 1.98 0.04 0.00 0.04 0.00 928 360 0.33 1.98 0.02 0.00 0.02 0.00 460 360 0.33 1.98 0.04 0.00 0.04 0.00 853 720 0.19 2.29 0.02 0.00 0.02 0.00 1,073 720 0.19 2.29 0.01 0.00 0.01 0.00 532 720 0.19 2.29 0.02 0.00 0.02 0.00 987 1440 0.10 2.46 0.01 0.00 0.01 0.00 1,153 1440 0.10 2.46 0.01 0.00 0.01 0.00 571 1440 0.10 2.46 0.01 0.00 0.01 0.00 1,060 `0 Surface Storage Provided: Surface Storage Provided: Surface Storage Provided: Pond Area(sf) Depth (ft) Volume(cu.ft.) Pond Area(sf) Depth (ft) Volume(cu.ft.) Pond Area(sf) Depth (ft) Volume (cu.ft.) Basin 1 2328 1 1164 cf Basin 1 2294 0.5 574 cf Basin 1 2270 0.5 1135 cf Total Surface Storage 1164 cf Total Surface Storage 574 cf Total Surface Storage 1135 cf Total Retention Provided : 1,164 cf Total Retention Provided : 574 cf Total Retention Provided : 1,135 cf Total Retention Required : 1,153 cf Total Retention Required : 571 cf Total Retention Required : 1,060 cf m W r-I W Q Q Z 0 Q Q Z 0 N �n M N pp Z W 03: 0 = 0 F- V J rq- U 9-4. . Z > Z0 Q U - W Qp0 gym/ W cc 0 li O LJJ � Q Ln FM N M W F- Z 0 W Q 0 J E Q CV I N O N Z O N V7 a C Z oc 0 o _ N w z a W 0 0 N LJJ a c � aaaaaaa Q PROJECT NO: 21070 Q E DRAWN BY: CCW CHECKED BY: RJP 0 J a DATE: 09-23-21 cl Q Q z z CIVIL m 0 DETAILS U C5w02 s E OL 0 V b4 zL L .V H S 4Jjtxo /w "C C w N (d 4 eg �: PLACE POSTS 6'ON CENTER SECURE MESH TO POSTS WITH 0 u :E(2X4 WOOD POSTS OR STEEL WIRE STAPLES 1"LONG OR TIE Lu V_a Lov FENCE POSTS) WIRES OR HOG RINGS o Q bA LuLti iT 2 H co td 2 3 ao J Z a cd J _ • oP� SECURE FABRIC TO MESH FABRIC bD OQ WITH TWINE,STAPLES, �� WIRE MESH uj 2 �` c QP� OR SIMILAR BACK FILL WITH N O •� eta = L ROCKS OR DIRT H o u OBJECTIVES � � � � OBJECTIVES / cQzC R HOUSEKEEPING PRACTICES ElHOUSEKEEPING PRACTICES Lu cd cn C W ❑ CONTAIN WASTE i N ❑ CONTAIN WASTE 8"MIN. ❑ MINIMIZE DISTURBED AREA �" �` 2 �` ❑ MINIMIZE DISTURBED AREA z c Y cd El STABILIZE DISTURBED AREA 4. 5. F� 6. TOE DETAIL El STABILIZE DISTURBED AREA V `u d .E 7 ❑ PROTECT SLOPES/CHANNELS ❑ PROTECT SLOPES/CHANNELS C L 2"TO 4"SIZE c W COARSE AGGREGATE R CONTROL SITE PERIMETER R CONTROL SITE PERIMETER N _ N ❑ CONTROL INTERNAL EROSION DESCRIPTION: ® CONTROL INTERNAL EROSION •� SEDIMENT FABRIC A TEMPORARY SEDIMENT BARRIER CONSISTING OF ENTRENCHED FILTER FABRIC N V UNDER GRAVEL STRETCHED ACROSS AND SECURED TO SUPPORTING POSTS. o o TARGETED POLLUTANTS APPLICATIONS: TARGETED POLLUTANTS Go • PERIMETER CONTROL:PLACE BARRIER AT DOWNGRADE LIMITS OF DISTURBANCE. DESCRIPTION: ■ SEDIMENT • SEDIMENT BARRIER:PLACE BARRIER AT TOE OF SLOPE OR SOIL STOCKPILE. ■ SEDIMENT A STABILIZED PAD OF CRUSHED STONE LOCATED WHERE CONSTRUCTION TRAFFIC ENTERS ❑ NUTRIENTS 0 PROTECTION OF EXISTING WATERWAYS:PLACE BARRIER AT TOP OF STREAM BANK ❑ NUTRIENTS OR LEAVES THE SITE FROM OR TO PAVED SURFACE. • INLET PROTECTION:PLACE FENCE SURROUNDING CATCH BASINS El TOXIC MATERIALS ❑ TOXIC MATERIALS ` APPLICATIONS: ❑ OIL&GREASE INSTALLATION/APPLICATION CRITERIA: ❑ OIL&GREASE t�Sj\,\ST FN 0 AT ANY POINT OF INGRESS OR EGRESS AT A CONSTRUCTION SITE WHERE ADJACENT • PLACE POSTS 6 FEET APART ON CENTER ALONG CONTOUR(OR USE PRE-ASSEMBLED TRAVELED WAY IS PAVED.GENERALLY APPLIES TO SITES OVER 2 ACRES UNLESS SPECIAL ❑ FLOATABLE MATERIALS UNIT)AND DRIVE 2 FEET MINIMUM INTO GROUND.EXCAVATE AN ANCHOR TRENCH ❑ FLOATABLE MATERIALS �l CONDITIONS EXIST. ❑ OTHER WASTE IMMEDIATELY UPGRADIENT OF POSTS ❑ OTHER WASTE • SECURE WIRE MESH(14 GAGE MIN.WITH 6 INCH OPENINGS)TO UPSLOPE SIDE OF INSTALLATION/APPLICATION CRITERIA: POSTS.ATTACH WITH HEAVY DUTY 1 INCH LONG WIRE STAPLES,TIE WIRES OR HOG • CLEAR GRUB AREA AND GRADE TO PROVIDE MAXIMUM SLOPE OF 2%. ■ HIGH IMPACT RINGS. ■ HIGH IMPACT • COMPACT SUB GRADE AND PLACE FILTER FABRIC IF DESIRED(RECOMMENDED FOR CUT FABRIC TO REQUIRED WIDTH,UNROLL ALONG LENGTH OF BARRIER AND DRAPE `O ENTRANCES TO REMAIN FOR MORE THAN 3 MONTHS. R MEDIUM IMPACT R MEDIUM IMPACT OVER BARRIER.SECURE FABRIC TO MESH WITH TWINE,STAPLES,OR SIMILAR,WITH • PLACE COARSE AGGREGATE,1 TO 2-1/2 INCHES IN SIZE,TO A MINIMUM DEPTH OF 8 ❑ LOW OR UNKNOWN IMPACT TRAILING EDGE EXTENDING INTO ANCHOR TRENCH. ❑ LOW OR UNKNOWN IMPACT INCHES. 0 BACKFILL OVER FILTER FABRIC TO ANCHOR. LIMITATIONS: LIMITATIONS: • REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL STONES. 0 RECOMMENDED MAXIMUM DRAINAGE AREA OF 0.5 ACRE PER 100 FEET OF FENCE. • SHOULD BE USED IN CONJUNCTION WITH STREET SWEEPING ON ADJACENT PUBLIC • RECOMMENDED MAXIMUM UPGRADIENT SLOPE LENGTH OF 150 FEET. RIGHT-OF-WAY. IMPLEMENTATION REQUIREMENTS • RECOMMENDED MAXIMUM UPHILL GRADE OF 2:1 (50%). IMPLEMENTATION REQUIREMENTS • RECOMMENDED MAXIMUM FLOW RATE OF 0.5 CFS. MAINTENANCE: ■ CAPITAL COSTS 0 PONDING SHOULD NOT BE ALLOWED BEHIND FENCE. R CAPITAL COSTS • INSPECT DAILY FOR LOSS OF GRAVEL OR SEDIMENT BUILDUP. m • INSPECT ADJACENT ROADWAY FOR SEDIMENT DEPOSIT AND CLEAN BY SWEEPING OR R 0&M COSTS MAINTENANCE: R 0&M COSTS SHOVELING. R MAINTENANCE • INSPECT IMMEDIATELY AFTER ANY RAINFALL AND AT LEAST DAILY DURING R MAINTENANCE Lu• REPAIR ENTRANCE AND REPLACE GRAVEL AS REQUIRED TO MAINTAIN CONTROL IN PROLONGED RAINFALL. GOOD WORKING CONDITION. ElTRAINING LOOK FOR RUNOFF BYPASSING ENDS OF BARRIERS OR UNDERCUTTING BARRIERS. ElTRAINING W • EXPAND STABILIZED AREA AS REQUIRED TO ACCOMMODATE TRAFFIC AND PREVENT 0 REPAIR OR REPLACE DAMAGED AREAS OF THE BARRIER AND REMOVE ACCUMULATED Q EROSION AT DRIVEWAYS. ■ HIGH R MEDIUM LOW SEDIMENT. m HIGH R MEDIUM Ei LOW Z • REANCHOR FENCE AS NECESSARY TO PREVENT SHORTCUTTING. Q • REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/2 THE HEIGHT OF THE FENCE. Q I= Q Q z STABILIZED CONSTRUCTION ENTRANCE Cl SILT FENCE C3 Q O � a SCALE:N.T.S. SCALE:N.T.S. 2 % _ DC 00 z W Apoo = F_ VAN V� - - z > Z0 Q u — W Q00 m W I= o W OCR SECURITY Ln PLASTIC FOR CONTAINMENT FENCE TEMPORARY STORAGE EARCH BERM ALL AROUND PLASTIC TARP M W LOCATE 50'FROM NEAREST TO COVER WHEN = DRAINAGE AREA CONTAINMENT NOT IN USE � EARTH BERM y Z o EARTH ❑ BERM y y El W OBJECTIVES OBJECTIVES a OBJECTIVES Q R HOUSEKEEPING PRACTICES ❑ HOUSEKEEPING PRACTICES 0 y R HOUSEKEEPING PRACTICES 0 R CONTAIN WASTE R CONTAIN WASTE PELLET R CONTAIN WASTE J WASHDOWN AREA FOR STORAGE ❑ MINIMIZE DISTURBED AREA ❑ MINIMIZE DISTURBED AREA ❑ MINIMIZE DISTURBED AREA PONDING STORAGE E ❑ STABILIZE DISTURBED AREA ❑ STABILIZE DISTURBED AREA ❑ STABILIZE DISTURBED AREA Q - CONTROLLED STORAGE LOCATION r' ❑ PROTECT SLOPES/CHANNELS ❑ PROTECT SLOPES/CHANNELS ❑ PROTECT SLOPES/CHANNELS N - BERMED PERIMETER IMPOUNDMENT i GRAVEL PAD El CONTROL SITE PERIMETER El CONTROL SITE PERIMETER - STORAGE OFF GROUND El CONTROL SITE PERIMETER o ❑ CONTROL INTERNAL EROSION ❑ CONTROL INTERNAL EROSION - COVER WHEN NOT IN USE ❑ CONTROL INTERNAL EROSION N Z O N ,w TARGETED POLLUTANTS TARGETED POLLUTANTS TARGETED POLLUTANTS VI a f' DESCRIPTION: DESCRIPTION: ❑ ❑ SEDIMENT El SEDIMENT O N U SEDIMENT PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM CONTROLLED STORAGE OF ON-SITE MATERIALS. — w ❑ NUTRIENTS CONCRETE WASTE BY CONDUCTING WASHOUT OFF-SITE,PERFORMING ON-SITE WASHOUT ❑ NUTRIENTS ❑ NUTRIENTS (n 0 IN A DESIGNATED AREA,AND TRAINING EMPLOYEES AND SUBCONTRACTORS. APPLICATIONS: j z ❑ TOXIC MATERIALS ❑ TOXIC MATERIALS TOXIC MATERIALS • STORAGE OF HAZARDOUS,TOXIC,AND ALL CHEMICAL SUBSTANCES. ■ a El OIL&GREASE APPLICATIONS: El OIL&GREASE ANY CONSTRUCTION SITE WITH OUTSIDE STORAGE OF MATERIALS. ❑ OIL&GREASE W ❑ FLOATABLE MATERIALS THIS TECHNIQUE IS APPLICABLE TO ALL TYPES OF SITES. ❑ FLOATABLE MATERIALS ❑ FLOATABLE MATERIALS o^ DESCRIPTION: INSTALLATION/APPLICATION CRITERIA: TEMPORARY ON-SITE SANITARY FACILITIES FOR CONSTRUCTION PERSONNEL. ■ OTHER WASTE INSTALLATION/APPLICATION CRITERIA: R OTHER WASTE • DESIGNATE A SECURED AREA WITH LIMITED ACCESS AS THE STORAGE LOCATION. R OTHER WASTE i STORE DRY AND WET MATERIALS UNDER COVER,AWAY FROM DRAINAGE AREAS. ENSURE NO WATERWAYS OR DRAINAGE PATHS ARE NEARBY. Lu APPLICATIONS: • AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR CEMENT ON-SITE. • CONSTRUCT COMPACTED EARTHEN BERM(SEE EARTH BERM BARRIER INFORMATION • ALL SITES WITH NO PERMANENT SANITARY FACILITIES OR WHERE PERMANENT ■ HIGH IMPACT • PERFORM WASHOUT OF CONCRETE TRUCKS OFF-SITE OR IN DESIGNATED AREAS ■ HIGH IMPACT SHEET),OR SIMILAR PERIMETER CONTAINMENT AROUND STORAGE LOCATION FOR ■ HIGH IMPACT �i FACILITY IS TO FAR FROM ACTIVITIES. ONLY. IMPOUNDMENT IN THE CASE OF SPILLS. R a a a a a a a MEDIUM IMPACT R MEDIUM IMPACT R MEDIUM IMPACT N • DO NOT WASH OUT CONCRETE TRUCKS INTO STORM DRAINS,OPEN DITCHES, ENSURE ALL ON-SITE PERSONNEL UTILIZE DESIGNATED STORAGE AREA.DO NOT W INSTALLATION/APPLICATION CRITERIA: ❑ LOW OR UNKNOWN IMPACT STREETS,OR STREAMS. ❑ LOW OR UNKNOWN IMPACT STORE EXCESSIVE AMOUNTS OF MATERIAL THAT WILL NOT BE UTILIZED ON SITE. ❑ LOW OR UNKNOWN IMPACT Q • LOCATE PORTABLE TOILETS IN CONVENIENT LOCATIONS THROUGHOUT THE SITE. • DO NOT ALLOW EXCESS CONCRETE TO BE DUMPED ON-SITE,EXCEPT IN DESIGNATED • FOR ACTIVE USE OF MATERIAL AWAY FROM THE STORAGE AREA ENSURE MATERIALS PROJECT NO: 21070 Q • PREPARE LEVEL,GRAVEL SURFACE AND PROVIDE CLEAR ACCESS TO THE TOILETS AREAS. ARE NOT SET DIRECTLY ON THE GROUND AND ARE COVERED WHEN NOT IN USE. E FOR SERVICING AND FOR ON-SITE PERSONNEL. • WHEN WASHING CONCRETE TO REMOVE FINE PARTICLES AND EXPOSE THE PROTECT STORM DRAINAGE DURING USE. DRAWN BY: CCW CONSTRUCT EARTH BERM PERIMETER(SEE EARTH BERM BARRIER INFORMATION AGGREGATE,AVOID CREATING RUNOFF BY DRAINING THE WATER WITHIN A BERMED a SHEET),CONTROL FOR SPILL/PROTECTION LEAK. OR LEVEL AREA(SEE EARTH BERM BARRIER INFORMATION SHEET.) LIMITATIONS: CHECKED BY: RJP IMPLEMENTATION REQUIREMENTS TRAIN EMPLOYEES AND SUBCONTRACTORS IN PROPER CONCRETE WASTE IMPLEMENTATION REQUIREMENTS 0 DOES NOT PREVENT CONTAMINATION DUE TO MISHANDLING OF PRODUCTS. IMPLEMENTATION REQUIREMENTS LIMITATIONS: MANAGEMENT. SPILL PREVENTION AND RESPONSE PLAN STILL REQUIRED. DATE: 09-23-21 R CAPITAL COSTS ❑ CAPITAL COSTS • ONLY EFFECTIVE IF MATERIALS ARE ACTIVELY STORED IN CONTROLLED LOCATION. R CAPITAL COSTS o • NO LIMITATIONS Q R 0&M COSTS LIMITATIONS: ❑ 0&M COSTS R 0&M COSTS ¢i MAINTENANCE: OFF-SITE WASHOUT OF CONCRETE WASTES MAY NOT ALWAYS BE POSSIBLE. MAINTENANCE: z • PORTABLE TOILETS SHOULD BE MAINTAINED IN GOOD WORKING ORDER BY LICENSED R MAINTENANCE ® MAINTENANCE • INSPECT DAILY AND REPAIR ANY DAMAGE TO PERIMETER IMPOUNDMENT OR R MAINTENANCE c� SERVICE WITH DAILY OBSERVATION FOR LEAK DETECTION. ❑ TRAINING MAINTENANCE: R TRAINING SECURITY FENCING. ■ TRAINING m REGULAR WASTE COLLECTION SHOULD BE ARRANGED WITH LICENSED SERVICE. • INSPECT SUBCONTRACTORS T ENSURE THAT CONCRETE WASTES ARE BEING CHECK MATERIALS ARE BEING CORRECTLY STORED(I.E.STANDING UPRIGHT,IN CIVIL o • ALL WASTE SHOULD BE DEPOSITED IN SANITARY SEWER SYSTEM FOR TREATMENT PROPERLY MANAGED. LABELED CONTAINERS,TIGHTLY CAPPED)AND THAT NO MATERIALS ARE BEING N WITH APPROPRIATE AGENCY APPROVAL. ■ HIGH R MEDIUM ❑ LOW • IF USING A TEMPORARY PIT,DISPOSE HARDENED CONCRETE ON A REGULAR BASIS. ■ HIGH R MEDIUM ❑ LOW STORED AWAY FROM THE DESIGNATED LOCATION. ■ HIGH R MEDIUM ❑ LOW DETAILS i U PORTABLE TOILETS Al CONCRETE WASTE MANAGEMENT MATERIALS STORAGE A3 A5 C5s03 SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S.