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CC - Construction Drawings SITE DEVELOPMENT PLANS FOR GRAYCLIFF STAT S HAS 3 701 W HARRIS ST MERIDIAN , IDAHO 83642 (SEC 25 3N 1W) z O BENCHMARK GENERAL NOTES W 0 BM1 BM2 BM3 ° ° 0 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF SITE IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS NORTHING 6937912.58 692193.96 692218.37 SET FORTH BY CITY OF MERIDIAN AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS W N[�H ® o AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. Q EASTING 2452741.06 2453330.09 2451828.64 OR EASEMENTS SHALL BE INSPECTED AND APPROVED BY ADA COUNTY HIGHWAY DISTRICT (ACHD). INSPECTION SERVICES AND CONSTRUCTION o CERTIFICATION FOR PRIVATELY OWNED FACILITIES TO BE PROVIDED BY ENGINEER OF RECORD. ELEVATION 2719.30 2720.1500 2718.66 , N�'7b- - 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION a DESCRIPTION CHISELED BOX 1/2" PLS2471 CHISELED X W VICTORY ROAD IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST IJ 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT ALL ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) U I I I I U SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED ® IMPROVEMENTS SHOWN ON THESE PLANS. SITE INFORMATION ci 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE IDAHO PUBLIC WORKS INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR w CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. 0 N r- 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH CITY OF MERIDIAN AND ALL UTILITY COMPANIES INVOLVED WITH REGARD TO `V TOTAL SITE AREA 5.25 ACRES z RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A o TOTAL NUMBER OF LOTS 37 LOTS TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES O AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. z° _ NUMBER OF BUILDING LOTS 35 LOTS EM 5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND = ~ NUMBER OF COMMON LOTS 2 LOTS SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB, ON-SITE AT ALL TIMES. I U GROSS DENSITY 6.67 DU/AC �L co 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, ^ 00 o W RABBIS STREET TRAFFIC CONTROL, AND SECURITY. LL - RUMPLE LANE EX. PHASE 1 0 L CONSULTANTS . IF DURING THE CONSTRUCTION PROCESS CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED00 Tf PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT o w of w o z THE ENGINEER IMMEDIATELY. z EX. PHASE 2 g PROPERTY OWNER: CIVIL ENGINEER: GEOTECHNICAL ENGINEER: 8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED O KB HOMES IDAHO LLC. KIMLEY-HORN NATURAL RESOURCE SOLUTIONS, LLC U) Uj OTHERWISE. W U 1414 W BANNOCK ST. 950 BANNOCK ST, SUITE 1100 5740 N. APPLEBROOK WAY z N BOISE, IDAHO 83702 BOISE, ID 83702 BOISE, ID 83713 9. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE M.U.T.C.D. TO THE APPROPRIATE RIGHT-OF-WAY LL - in CONTACT:SABRINA DURTCHI CONTACT: ABBEY HAHN, P.E. CONTACT:HARLEY R. NOE PROJECT AUTHORITY (CITY, COUNTY, OR STATE) FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE Y O PHONE: (208) 250-6161 PHONE: (208) 917-4977 PHONE: (208) 850-4926 RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED EMAIL:Abbey.Hohn@kimley-horn.com /� BY THE CONSTRUCTION ACTIVITIES. m U- DEVELOPER: LOCATION 10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED Q KB HOMES IDAHO LLC. SURVEYOR: o N IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED AND RELOCATED UNLESS Ln a 1414 W BANNOCK ST. LAND SOLUTIONS SPECIFICALLY NOTED OTHERWISE. ° Ill BOISE, ID 83702 231 E 5TH ST, SUITE A CONTACT:SABRINA DURTCHI MERIDIAN, ID 83642 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED PHONE: (208) 250-6161 CONTACT:CLINT HANSEN FROM THE SITE. O EMAIL:sdurtchi@kbhome.com PHONE: (208) 288-2040 W AMITY ROAD �y Y 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE LL AGENCY CONTACTS CONSTRUCTION SITE, AND AVAILABLE TO THE IDAHO PUBLIC WORKS INSPECTOR AT ALL TIMES. AS-BUILT INFORMATION TO BE GIVEN TO ENGINEER UPON PROJECT COMPLETION. PLANNING: ELECTRIC: 13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, Q CITY OF MERIDIAN IDAHO POWER CONTACT THE CONSULTANT ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. s CONTACT: SONYA ALLEN CONTACT: ETHAN MORGAN 14. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED, AT THE LIMITS OF CONSTRUCTION, PRIOR TO ANY OTHER O c (208)-489-0579 (208)-388-2356 GROUND-DISTURBING ACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH LU z TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. (n c� ENGINEERING: TELEPHONE: U) N00 CITY OF MERIDIAN CAMBRIDGE TELEPHONE VICINITY MAP 15. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN Ill = O a CONTACT: AMANDA MCNUTT CONTACT: DAN MORRIS GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF WATER LINES AND DRY UTILITIES. (208)-489-0311 (208)-257-8240 N O FRT H a- Q J NOT TO SCALE 16. ALL WORK WITHIN ROADWAY IS SUBJECT TO THE JURISDICTION OF THE ADA COUNTY HIGHWAY DISTRICT. FIRE DEPARTMENT: W del- p z MERIDIAN FIRE DEPARTMENT STORM DRAIN: 17. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH LU (n O Z O CONTACT: JOE BONIGIORNO ACHD MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE PERIOD = Q (208)489-0458 CONTACT: REGINA CUNNINGHAM BETWEEN 7:00 A.M. AND 10:00 P.M. EVERYDAY UNLESS OTHERWISE APPROVED BY THE CITY. w - p N (208)-387-1681 - L GAS SERVICE: 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS CONSISTENT WITH THE CONTRACTOR'S SCHEDULE N INTERMOUNTIAN GAS CABLE: Sheet List Table FOR THIS PROJECT, WHETHER SHOWN OR NOT SHOWN AS IT RELATES TO THE CONSTRUCTION ACTIVITIES CONTEMPLATED IN THESE PLANS. W LL CID w CONTACT: BRYCE OSTLER SPARKLIGHT J > 3 (208)-377-6812 CONTACT: TERRY ALSUP 19. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL TEMPORARY POWER, TELEPHONE AND WATER TO THE SITE, PAYING ALL FEES > U) w r (208)-455-5548 Sheet Number Sheet Title EXCLUDING TAP FEES AND SYSTEM DEVELOPMENT FEES, REFERRING TO ARCHITECTURAL PLANS FOR THE EXACT LOCATION AND DIMENSIONS O U 3 OF BUILDING EXITS, RAMPS, TRUCK DOCKS, AND UTILITY ENTRANCE LOCATIONS. r , >- LL 0 LL CO.00 COVER SHEET V Q J a C0.10 GENERAL NOTES 20. IN GENERAL, LIMITS OF SITE WORK ARE UP TO THE FACE OF BUILDING. �/ 21. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT ��L.L U = O C0.20 FINAL PLAT PORCHES, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. V QLL CO.30 FINAL PLAT (CONT.) 22. CONTRACTOR TO MAINTAIN ALL SHRUB AND GROUND COVER AREAS FREE FROM WEEDS AND UNDESIRABLE VEGETATION THROUGH MAINTENANCE PERIOD. ACHD CERTIFICATE OF COMPLIANCE CITY OF MERIDIAN CO.40 FINAL PLAT (CONT.) 2 THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS STANDARDS, SPECIFICATIONS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE & DRAWINGS C1.10 EXISTING CONDITIONS ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF C2.00 EROSION CONTROL COVER SHEET PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN �■ ir'�"�1�■ C2.10 EROSION CONTROL PLAN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL �� { �. BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, -' - r C2.20 EROSION CONTROL DETAILS LISTED BY DATE AND SHORT DESCRIPTION, WERE Cv CV CV C3.10 OVERALL UTILITY SITE PLAN 3 APPROVED FOR THE PROJECT: NONE. r N CV CV z U 0 3 C4.10 GRADING PLAN � � 4 O a C5.00 PAVING & UTILITY KEYMAP c/) z 0 �? C5.10 UTILITY PLAN & PROFILE w Q cm J Uj U) a C5.20 UTILITY PLAN & PROFILE v = R W g C6.10 PRESSURE IRRIGATION PLAN w W C7.10 PAVING PLAN & PROFILE U C7.20 PAVING PLAN & PROFILE U) � m o z o Q a � o } 0 00 o 0 C8.10 DETAILS m m � U C9.10 LIGHTING & SIGNAGE PLAN Uj o Urn z z LLJL p 3: 2 U - a LULUoF 0 U d _ 2 SEAL N.. u_ W J c Q r SS\ONAL FNC � a wi V\CENSF� /yam F O8670 Y �o o N �� - cP�03/04/202�O 00 00 qTF OF \OPT co U CD �AILNP CO CAUTION: NOTICE TO CONTRACTOR B� >_ .3 Kwwwhars below. r N �i Call before you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES o CALL 2 BUSINESS DAYS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE v m IN ADVANCE BEFORE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING M Y WE YOU DIG,GRADE,OR EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 SHEET o a F EXCAVATE FOR THE MARKING OF HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE C0.00 m s UNDERGROUND RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE MEMBER UTILITIES PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GENERAL CONSTRUCTION GENERAL NOTES ADA NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 1. ALL HANDICAP PARKING STALLS SHALL BE PAINTED AND SIGNED IN STRICT ACCORDANCE WITH CURRENT ADA STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO CONTRACTOR SHALL COMPLY WITH IDAHO CODE CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES STANDARDS AND LOCAL REGULATIONS. ALL HANDICAP RAMPS AND ACCESSIBLE RAMPS SHALL BE CONSTRUCTED IN THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE STRICT ACCORDANCE WITH CURRENT ADA STANDARDS AND LOCAL REGULATIONS. HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE COMMENCING WORK. THEY AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR A. THE FOLLOWING CRITERIA SHALL APPLY TO ALL CONSTRUCTION WITHIN THE LIMITS OF THIS PROJECT. MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. CALL DIGLINE, INC., 48 HOURS BEFORE B. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND COMMENCING ANY UNDERGROUND WORK AT 811 OR 208-342-1585. 2.0 PERCENT. THE SLOPE SHALL BE MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL. DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO STANDARDS FOR C. THE GRADES WITHIN HANDICAP PARKING STALLS SHALL NOT EXCEED 2.0 PERCENT MEASURED IN ANY FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. PUBLIC WORKS CONSTRUCTION (ISPWC). DIRECTION. HANDICAP PARKING STALLS SHALL HAVE AN ACCESSIBLE ROUTE, AS NOTED BELOW, TO THE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON 3. CONTRACTOR SHALL REPAVE TO EXISTING GRADES ANY PAVED AREAS DISTURBED BY CONSTRUCTION. BUILDING ENTRY AS SHOWN ON THE DRAWINGS. SITE AT ALL TIMES. 2. ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5.0 PERCENT. ACCESSIBLE ROUTES 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COMPACTION TESTS FOR SUBGRADE AND PAVEMENT IN EXCEEDING 5.0 PERCENT SHALL BE CONSTRUCTED WITH RAMPS AND HANDRAILS HAVING A MAXIMUM SLOPE OF CONFERENCE PRIOR TO START OF WORK. ACCORDANCE WITH CITY OF MERIDIAN BACKFILL STANDARDS. 8.33 PERCENT FOR A MAXIMUM RISE OF 30 INCHES. A 5-FOOT BY 5-FOOT LANDING PAD WITH A MAXIMUM 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE ( WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. SLOPE OF 2 PERCENT IN ANY DIRECTION) SHALL BE CONSTRUCTED AT THE BOTTOM AND TOP OF ALL RAMPS. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE 5. ALL NON-COMPACTABLE MATERIALS SHALL BE REMOVED PRIOR TO COMPACTION OF SUBGRADE. 3. ALL SITE DIRECTIONAL SIGNS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 7-FEET AS MEASURED FROM THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. GROUND TO THE BOTTOM OF THE LOWEST SIGN. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 6. CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION PERMITS. AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH 4. ALL ACCESSIBLE ROUTES THAT CROSS A VEHICULAR DRIVE SHALL CONTAIN A DETECTIBLE WARNING IN STRICT PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 7. SITE TOPOGRAPHIC SURVEY AND ROAD TOPOGRAPHIC SURVEY PROVIDED BY DIAMOND LAND SURVEYING, LLC. ACCORDANCE WITH CURRENT ADA STANDARDS AND LOCAL REGULATIONS WHETHER OR NOT A RAMP IS NEEDED. zo GENERAL CONSTRUCTION NOTE NO. 1. (06/29/2021). 5. THE MAXIMUM VERTICAL GRADE DIFFERENTIAL BETWEEN SURFACES ALONG AN ACCESSIBLE ROUTE SHALL BE A a 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING g THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF THE TEMPORARY BENCHMARKS, PAVEMENT MATCH MAXIMUM OF 1/-INCH. . TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT LOCATIONS, AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE ALL CONCRETE FORMS THAT ARE PART OF ANY DESIGNATED ACCESSIBLE ROUTE, w PAVING. STORE FRONT, HANDICAP PARKING SPACE OR RAMP SURVEYED BY A LICENSED SURVEYOR AND SUBMITTED TO o 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE 9. THE CITY OF MERIDIAN MAY OPT TO HOLD A PRE-CONSTRUCTION MEETING FOR THIS PROJECT. IF SO, THEN NO THE ENGINEER TO VERIFY GRADES AND CROSS SLOPES PRIOR TO PLACEMENT OF ANY CONCRETE. THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONSTRUCTION SHALL BEGIN BEFORE THE PRE-CONSTRUCTION MEETING WITH THE CITY OF MERIDIAN, WHICH THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS AND DAMAGES FOR IMPROVEMENTS INSTALLED OR CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO ATTEND. OTHERWISE IMPACTED BY WORK NOT APPROVED BY THE ENGINEER. WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. w 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE ADA COUNTY HIGHWAY DISTRICT (ACHD) ENGINEERING GRADING NOTES 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN PRIOR TO COMMENCING CONSTRUCTION IN ANY ACHD RIGHT-OF-WAY. PLEASE ALLOW MINIMUM OF 48 HOURS FORPROCESSING OF APPLICATION. ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 11. ALL UNDERGROUND UTILITIES AND SERVICE LINES SHALL BE INSTALLED AND TESTED PRIOR TO STREET 1. CONTOURS ON SIDEWALKS AND PRIVATE/PUBLIC ROADWAYS ARE TO FINISH GRADE. a CONSTRUCTION AND ON-SITE PAVING. *k 2. FOR GROUND TREATMENT OF ALL OPEN AREAS WITHIN THE PROJECT SITE, REFER TO LANDSCAPE PLANS. WATER NOTES 12. DISTURBANCES TO THIS SITE WILL REQUIRE AN APPROVED EROSION AND SEDIMENT CONTROL PERMIT FROM THE CITY OF MERIDIAN. 3. FIELD DENSITY TESTS SHALL BE TAKEN AT REGULAR FREQUENCY AS REQUIRED IN THE GEOTECHNICAL REPORT AND SPECIFICATIONS. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 13. IN ADDITION, ALL OWNERS AND CONTRACTORS INTENDING TO DISTURB ONE ACRE OR MORE OF GROUND AS PART DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN OF CONSTRUCTION ACTIVITIES SHALL DO THE FOLLOWING: 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE A.FILE A NOTICE OF INTENT (N01) WITH EPA'S CONSTRUCTION GENERAL PERMIT (CGP). AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. GENERAL CONSTRUCTION NOTE NO. 1. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. rm 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, B. PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP). N C. INSTALL SIGNAGE PER THE CGP. L r- STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A 5. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO c.i D. MAINTAIN ON-SITE COPIES OF THE NOI, CGP, AND SWPPP. POTABLE WATER MAIN AND NON POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING 00 E. COMPLY WITH REQUIREMENTS OF CGP AND SWPPP INCLUDING DOCUMENTING THAT ALL INSPECTIONS AND C)VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS O z ci IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER MONITORING HAVE BEEN PERFORMED. MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND o O RULES (IDAPA 58.01.16). F. FILE A NOTICE OF TERMINATION (NOT) WHEN ON-SITE WORK IS COMPLETE AND PERMANENT EROSION AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO ? 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER SEDIMENTATION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING. TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS. F MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 15. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER OF RECORD, AND THE CITY OF MERIDIAN. 6. SOD OR SEED/MULCH MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING o NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 16. WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION BEFORE CERTIFICATE OF COMPLETION IS ISSUED, THE OWNER'S FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID 00 DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ENGINEER SHALL COLLECT AND NEATLY RECORD ACCURATE "AS-CONSTRUCTED" RECORD INFORMATION AND DISCHARGES. o �y 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A PREPARE COMPLETE SEALED RECORD DRAWINGS IN ACCORDANCE WITH THE CITY'S RECORD DRAWINGS 7. THE CONTRACTOR MUST CONSTRUCT AND MAINTAIN A PERMANENT VEGETATIVE PROTECTIVE COVER FOR EROSION L STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). REQUIREMENTS. RECORD DRAWINGS ARE THE RESPONSIBILITY OF THE OWNER'S ENGINEER. HOWEVER THE AND SEDIMENT CONTROL ON ALL LAND SURFACES EXPOSED OR DISTURBED BY CONSTRUCTION OF THE PERMITTED 00 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER CONTRACTOR SHALL SUBMIT A COPY OF REDLINED AS-BUILT DRAWINGS TO THE OWNER'S ENGINEER IN ORDER TO PROJECT. THE PROTECTIVE COVER MUST BE INSTALLED WITHIN FOURTEEN DAYS AFTER FINAL GRADING OF THE o USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL VERIFY ALL FIELD CHANGES WITHIN 15 DAYS OF COMPLETION OF THE WORK. AFFECTED LAND SURFACE. z COORDINATE WITH THE PUBLIC WORKS INSPECTOR. O 8. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE SEWER NOTES ACHD NOTES THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND OR OTHER FINAL LANDSCAPE PLANTING IS WELL - U ESTABLISHED. N W LL 1. ANY REQUEST FOR VARIANCE OF DISTRICT POLICY MUST BE MADE IN WRITING AND REFERENCE THE APPROPRIATE 9. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT 0 O 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA SECTIONS) OF THE ACHD POLICY MANUAL OR ISPWC. TO BE VALID, THE DISTRICT MUST APPROVE THE VARIANCE COMPACTED AND DO NOT CONTAIN COMPACTED BASE MATERIAL. THE CONTRACTOR SHALL ALSO EXCAVATE AND 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED. co ui 1. REQUEST IN WRITING. 10 Q 10 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, 2. ANY PRIVATE SEWER, WATER OR OTHER NON-PUC REGULATED UTILITY ARE PROHIBITED FROM BEING LOCATED . STRIP TOPSOIL AND ORGANIC MATTER AND PAVING MATERIAL FROM ALL AREAS UNDER BUILDING AND PAVED o I STORM DRAIN, AND IRRIGATION SHALL BE A MINIMUM OF TEN 10 FEET. WHERE IT IS NECESSARY FORA SURFACES. TOPSOIL MAY BE STOCKPILED ON SITE FOR REPLACEMENT ON SLOPES IN GREEN AREAS. STOCKPILED Ln ( ) WITHIN THE RIGHT-OF-WAY. TOP SOIL MAY NEED TO BE AMENDED TO MEET PROJECT SPECIFICATION SECTIONS. w POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF 3. ANY IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE 11. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS O IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 4. ALL UTILITY RELOCATION COSTS ASSOCIATED WITH IMPROVING STREET FRONTAGES ABUTTING THE SITE SHALL BE WATERTIGHT. RULES (IDAPA 58.01.16). BORNE BY THE DEVELOPER. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER 5. IN ACCORDANCE WITH DISTRICT POLICY, 7203.3, THE APPLICANT MAY BE REQUIRED TO UPDATE ANY EXISTING 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-COMPLIANT PEDESTRIAN IMPROVEMENTS ABUTTING THE SITE TO MEET CURRENT AMERICANS WITH DISABILITIES NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 13. UNLESS OTHERWISE SHOWN, NO PROPOSED SLOPE SHALL EXCEED THREE (3) HORIZONTAL TO ONE (1) VERTICAL. ALL CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC ACT (ADA) REQUIREMENTS. THE APPLICANT'S ENGINEER SHOULD PROVIDE DOCUMENTATION OF ADA COMPLIANCE TO SLOPED AREAS MUST BE PROTECTED FROM EROSION. L DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). DISTRICT DEVELOPMENT REVIEW STAFF FOR REVIEW. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE 6. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE 14. IF STRIPPED MATERIALS CONSISTING OF VEGETATION AND ORGANIC MATERIALS ARE STOCKPILED ON THE SITE, s LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT INSPECTION SERVICES AT 387-6284 WITH FILE TOPSOIL MAY BE PLACED TO A HEIGHT OF FIVE FEET. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE co ( STOCKPILE AND THE STOCKPILE SHALL BE SEEDED WITH NATIVE SEED MIX IMMEDIATELY AFTER STRIPPING CV NUMBER) FOR DETAILS. OPERATIONS ARE COMPLETE. u) (.0 z ROADWAY UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING 15. ON-SITE MATERIALS SUITABLE FOR FILL BENEATH DRIVES AND PARKING AREAS BEYOND 5 FEET OF THE BUILDING pi 00 a BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR SHALL BE COMPACTED IN ACCORDANCE WITH GUIDELINES PRESENTED IN THE SOILS REPORT. O 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A DETAILS. 16. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY W Q I Q J RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY 8. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT POLICY THE ENGINEER OF SPOT ELEVATIONS THAT DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. 2 z CONSTRUCTION. MANUAL, ISPWC STANDARDS AND APPROVED SUPPLEMENTS, CONSTRUCTION SERVICES PROCEDURES AND ALL SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEVATIONS OF CURB, GUTTER, AND z Y 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE APPLICABLE ACHD ORDINANCES UNLESS SPECIFICALLY WAIVED. AN ENGINEER REGISTERED IN THE STATE OF IDAHO UTILITIES. 7O U) O Q O THE PIPE ZONE. SHALL PREPARE AND CERTIFY ALL IMPROVEMENT PLANS. Z W ; p `s 17. BENCHMARK VERIFICATION: CONTRACTOR SHALL USE BENCHMARKS AND DATUMS SHOWN HEREON TO SET PROJECT _ N 9. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE BENCHMARK(S), BY RUNNING A LEVEL LOOP BETWEEN AT LEAST TWO BENCHMARKS, AND SHALL PROVIDE SURVEY J - IF PRESSURIZED IRRIGATION REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. NOTES OF SUCH TO PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION. 0 W W Q U- \ 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES WITHIN THE RIGHT-OF-WAY. THE 18. CONTOURS ON SIDEWALKS AND PRIVATE/PUBLIC ROADWAYS ARE TO FINISH GRADE. � J / 3 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH CONTRACTOR AT NO COST TO ACHD SHALL REPAIR EXISTING UTILITIES DAMAGED BY THE CONTRACTOR. THE W U U) uj r IT IS BEING CONSTRUCTED. CONTRACTOR SHALL CALL DIGLINE (1-800-342-1585) AT LEAST TWO FULL BUSINESS DAYS PRIOR TO BREAKING 19. FOR GROUND TREATMENT OF ALL OPEN AREAS WITHIN THE PROJECT SITE, REFER TO LANDSCAPE PLANS. z 3 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM GROUND WITHIN ACHD RIGHT-OF-WAY. THE CONTRACTOR SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 W LL AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF 20. FIELD DENSITY TESTS SHALL BE TAKEN AT REGULAR FREQUENCY AS REQUIRED IN THE GEOTECHNICAL REPORT AND � r� ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. IN THE EVENT ANY ACHD CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. SPECIFICATIONS. V �y U = 11. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2.0 RING IN THE (LL� O DRAINAGE PERCENT. THERE ARE NO TOLERANCES ALLOWED. 21 AIR DURING ACTCONSTRUCTION OR SHALL BE RAND OSHALL PROVIDE NSIBLE FOR EWA ERRSSPRIINKLIINGOL OF T OR OTHER SUITABLE D DIRT RISING NMETHODSEOF CONTROL. v QLL 12. PAVEMENT SECTION SUBBASE SHALL BE 6-INCH MINUS PITRUN SAND AND GRAVEL AT THE THICKNESS SPECIFIED THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. o ON THE PLANS AND CONFORM TO THE ISPWC SECTION 801. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR 13. PAVEMENT SECTION BASE COURSE SHALL BE 3/4-INCH MINUS, CRUSHED SAND AND GRAVEL, AT THE THICKNESS 22. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SPECIFIED ON THE PLANS AND CONFORM TO THE ISPWC SECTION 802. SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE 14. PLANT MIX ASPHALT CONCRETE SHALL BE SP-3, 0.50 INCH (4"), PG 58-28 MIX INSTALLED AT THE THICKNESS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND N APPROPRIATE PERMIT. DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO SPECIFIED ON THE PLANS. TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS. 15. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. 23. ALL UTILITIES (MANHOLES, VALVE COVERS, CLEANOUTS, VAULTS, BOXES, ETC.) SHALL BE ADJUSTED TO FINAL A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET GRADE PRIOR TO THE FINAL LIFT OF ASPHALT. N N N z 3 AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. o 0 0 L B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR 24. ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS N 0 3 SHALL REPLACE THE ENTIRE ROADWAY SURFACE. IDENTIFIED IN THE GEOTECH REPORT. THE CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE GEOTECH z:a C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE REPORT ON THE SITE AT ALL TIMES. U) WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED 25. THE CONTOURS SHOWN REPRESENT FINAL GRADE. THE TOP 6 INCHES OF MATERIAL IN THE LANDSCAPE AREAS m UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. SHALL BE TOP SOIL AS SPECIFIED IN THE LANDSCAPE PLANS. U) EL E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE U = R CONSTRUCTION BEGINS. 26. GRADES WITHIN ASPHALT AND/OR CONCRETE PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF 07 a THE DESIGN GRADE. HOWEVER, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES TO INSURE NO y STANDING WATER. ALL CURBS SHALL BE BUILT IN ACCORDANCE TO THE PLAN. CURBS OR PAVEMENT AREAS WHICH w DO NOT PROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. x o 27. SPOT ELEVATIONS REPRESENT FLOW LINE OR TOP OF ASPHALT UNLESS OTHERWISE NOTED. Q m �o z o g 28. WHERE NEW CURB AND GUTTER IS BEING CONSTRUCTED ADJACENT TO EXISTING ASPHALT OR CONCRETE PAVEMENT, m } 0 0000 o THE FOLLOWING SHALL APPLY: PRIOR TO PLACEMENT OF ANY CONCRETE THE CONTRACTOR SHALL HAVE A 0 00 z o) < < LICENSED SURVEYOR VERIFY THE GRADE AND CROSS SLOPE OF THE CURB AND GUTTER FORMS. THE CONTRACTOR m w 0 � o SHALL SUBMIT THE SLOPES AND GRADES TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF CONCRETE. z z Y w o w - N THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY SECTION WHICH DOES NOT CONFORM TO THE 2 U a f DESIGN OR TYPICAL CROSS SECTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CURB AND GUTTER � w = o f POURS WITHOUT THE APPROVAL OF THE ENGINEER. 0 0 U d = w N 29. CONTRACTOR SHALL REFER TO GEOTECHNICAL INVESTIGATION PREPARED BY NATURAL RESOURCE SOLUTIONS, LLC SEAL N DATED 08/03/2020 AND 02/17/2021 � J � Q r SS\ANAL FNG � a V\CENSFD �4- � F O8670 Y �o N a cP�03/04/20220 0 -9 OF00 co P� Q � L e�GA I L NPR co J rn � U r N p O m N " Y SHEET Co. 10 t o a � GRAYCLIFF ESTATES SUBDIVISION NO. 3 BOOK , PAGE z 0 LOCATED IN THE NW 1 /4 OF THE SE 1 /4 OF SECTION 25, T. 3N., RAW., B.M. U CITY OF MERIDIAN, ADA COUNTY, IDAHO LEGEND o 2022 ® FOUND ALUMINUM CAP MONUMENT CP&F INST. O FOUND BRASS CAP MONUMENT w 1/4 N0. 9149708 ® FOUND 5/8"REBAR WITH PLS 11118 0 26 25 N89'26'30"W _ N89'23'56"W 1320.68' _ _ _ W. HARRIS_ST. N89'29'05"W 25 30 PLASTIC CAP,OR AS NOTED 2647.83' C 1/4 543.24' 777.44' CE 1/16� 1320.30' 1/4 FOUND 1/2"REBAR WITH PLS 11118 CP&F INST. NO. 2021-175472 pQ PLASTIC CAP,OR AS NOTED UNPLATTED O SET 1/2"REBAR WITH PLS 11118 a \ I PLASTIC CAP p I / � \� o Q ® SET 5/8"REBAR WITH PLS 11118 I C \ N I PLASTIC CAP � ❑ CALCULATED POINT, NOT SET o \\ m Vl - - - - SECTION LINE N• N rm 0 CENTER LINE POINT OF BEGINNING �, Cl N �, N I _____________ ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE L C ��• \\ m EASEMENT LINE,SEE NOTE 9 ADA COUNTY HIGHWAY DISTRICT PERMANENT EASEMENT 0C) z �' 9� Py �6Dc�pc��1 Qs�si It`,� / 'sr6 \ LINE PER INSTRUMENT NO.20 o 0 O \ PUBLIC UTILITY, PRESSURE IRRIGATION,&LOT DRAINAGE z O o3 '�4 O ^.A6 \\ 25 30 0' 40' 80' 160' EASEMENT LINE-SEE NOTES 1 &2 j• <<q ,4 4 ,ram 0 OTHER EASEMENT LINE AS NOTED C N U �'� o~' 1 ; \ 36 31 0 SCALE: 1"=80' SUBDIVISION BOUNDARY LINE 0 �� Q, 5� p'' 00, \ CP&F INST. N �C6 �"D� c ��1� �i4 �^��` ® \ NO. 103052681 LOT LINE L.L CS \ o G O ADJACENT PROPERTY LINE Ln �'\� 5ti 31 g0\ �o \ m � ) ? /� %� o UNPLATTED 18 LOT NUMBER o �JJ \ �,' D 011 \\ �600,✓'c � q^a�g 6 Z 6 cb 5ti 00, F �p O g6 45 0 NOTES U . 29 SFNo \ \GOpC'/r ' �W� � p �� 00. ��h \\ GO0\J �Alb1-UNLESS^)- ?; 28 O 9 /0, \\ \�6 p 5ti r� ^'g6 ' \\ C UTILITIES AND LOT DRAINAGE NAGEIOVSE DR THE TEND(10)F OR EET ADJAACENT TO ANY PUBLIC STREENED,THERE SHALL BE A T^ATHIS EASEMENT SHNENT EASEMENT ALL NOTIPRECLUDE THE �S6\ ;� 00, CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. °c �y4 � 27 tT \ k p0 /'�5� ,��O ^'st6 19� \ 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED,EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT m /(b c 5, �6 R2\ \ j pti ^i� per DRAINAGE `` 10 O' O F�STNc \\ OVER TFOR HE FIVELIC I(5)(FEET ADJACENT O ANYES,GRAYCLIFF SINTOEREOR SIDE LOT LOWNERS OINEAAND TTION IHE TEN(0)UFEE ADJACERE ONT TO ANN AND OYTREAR LOT LINE 3 0 00A`SOp• �� 6 A�S'� \\ OR SUBDIVISION BOUNDARY. W y a S 01 �a ''`,�� 26 ^R6 �\ 8 \00' '/'/� 1� �q/ ��` OO!> /��N <<9 \ 3 ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF C % �b �e p/ Oo, 24 Sj . < �ti C^v 11 F� tiffs ��1 � %� 25 66S\ g6 �,�'� �� A60 OVA jp�T \\ THE RE SUBDIVISION. O '/ tiy4� �` 12 O> SFF NSF yFS 4-IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805(1)(b). THIS SUBDIVISION J. 6 � 5 ( 'r �\ �%, C„ o O N� 6iF T Y '� OO' �^3 1c 5� /jS 60 , J, I A ✓.� /^ $r TF N, \ FALLS WITHIN THE THE BOISE-KUNA IRRIGATION DISTRICT,AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID Y NI �j]y �L 0^?:' Op,O �a� J;' / 0 �5� S�O' IRRIGATION DISTRICT. 9 1 S �600 �� 23 \ �� 13 �' \ 5-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE 6 O V 6 \ ZONING REGULATIONS OF THE CITY OF MERIDIAN. S14Sl 10 ' ro� \•p0,J g: o�^ `fig �6, jS pL ^y �� 22 , �\ �. 1� ^a� Sj, \ 3 "I h5� A6 00' '`� p 9J' �� :�� 14 \ 6-MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER o �,� �� 00, 1�5 ��% % S,O \600 �� ;> \ UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. N �^y � 21 �% ^ �\ \ 4� 5961 sf �� ,- .`�, \\ 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503,RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL M O �1�2�Fs g600 /' 0� �yti 9; r� 600, c tiR� ��^ OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY '^ w 7 AC T9�S �ti �^v� 20 \ �o��`�.%; ��j� 15 ��895 \\ OPERATANY AON FOR MORENGED IOTHAN ONE(1)NS IN OR OYEAR,WHEN UT THE SURROUNDING OPERATION,ONAFACILITY OR EXPANSGRICULTURAL ION ON WAS NOT A NUISANCE AT THE v, L �� 92�S(��O �60 �Q�` �5� p ' �� TIES AFTER IT HAS BEEN IN �6�29\ J0824 sf \ TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS W a a I O' 1 `� c O 1g269 p, S �l�qy/.��05� 19 '�! \ C� BLOCK 3 > FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION _ 6 C' nREOF. J I �? oo,f'/��'0 h° �� 2 '� �� Na---Nao4'ts°w__t5Q.�2'----f '' S38'17 43 W Q 8�- 2 8-LOTS 17 AND 24,BLOCK 2 AND LOT 8, BLOCK 3 ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY I 10t�0,,- ' 58.72'_, 46.00'_, 27.92 � z - z E I Q' `�S , o_T THE GRAYCLIFF ESTATES HOMEOWNERS ASSOCIATION INC.,OR IT'S ASSIGNS,AND ARE SUBJECT TO BLANKET PUBLIC UTILITY, 6 �j9 L� 17 N89°0416 W \ DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. ALL OTHER LOTS IN THIS SUBDIVISION ARE FOR SINGLE FAMILY �_ z O I NO°55'44"E 46.00' \ Q- / N1218 0 30, 30' O ;o 1 o 46.00' \ DWELLINGS. _j w 0) " `nn; U-) \ 9-PORTIONS OF LOTS 26,27,28,29 AND 30,BLOCK 2 AND LOTS 2,3 AND 4, BLOCK 4 AS SHOWN HEREON ARE SERVIENT TO AND L ¢ S89°0416 E 37.57 1 102.13' w v O7 \ CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED J Q W w 3 � L____S89'04'16"E_ J of y 5' - MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO. m 132-Z1' 1473 sf �� 00 n 39.00" 46.00" UNPLATTED 2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL > J 128.73' 17 \ z `�o (THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD Z J (� (n w L I J LO PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE .-n 00 NO°55 44 E 70.98 _ _ _173.73' _ _ _ _130.00' - _ P LO O L STORM WATER DRAINAGE SYSTEM. LL L EXISTING ADA COUNTY HIGHWAY DISTRICT STORM SEE NOTE 9 S89'04'16"E N 10-THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS,CONDITIONS AND RESTRICTIONS FOR GRAYCLIFF ESTATES vi lo' W. LEARMONT ST. DRAINAGE EASEMENT INSTR. N0. 2021-148478 25.2' -- SUBDIVISION, RECORDED AS INSTRUMENT NO. , RECORDS OF ADA COUNTY, IDAHO,AND AS SUCH MAY BE n/ U = _1 n)" N89'04'16"W 5.36' �46.00' 46.00'- -46.00'_ �_46.00'_, �_46.00'-, _46.00'-, SUBSEQUENTLY AMENDED. L.L 9 C I I �, 5'y 5'� N89'0416 W 11-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY LICENSE C� LL w O5 w �w O _ 22.37 AGREEMENT RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. f/ C .9 > C. pi i� Oi i� "� Oi i� Oi i� Oi i� O fn r- S' S Q rrj 'n o' '-� o1 ,� o y o1 O 12-THIS SUBDIVISION IS ADJACENT TO AN EXISTING WILLIAMS NORTHWEST PIPELINE CORP. EASEMENT AS SHOWN, RESERVED V S rn :n rn I MI •"'n �I � rjI m rfi 'n it O N o �, o N rn, ,• rn, ,• rn; ;� � BY RIGHT-OF-WAY CONTRACT INSTRUMENT NO.381912.THE LOCATION OF SAID EASEMENT IS SHOWN BASED UPON FLAGGING I \� D � LL_ z: �i iZ iZ i0 i0 v i0 N O 5' i4 '�5' IZ CD'Y SET IN THE FIELD BY WILLIAMS NORTHWEST PIPELINE REPRESENTATIVE AT THE APPROXIMATE MAINLINE LOCATION.THE 75' J WIDTH SHOWN IS BASED UPON SURROUNDING SUBSEQUENT DEED RIGHT-OF-WAY RESERVATIONS AND CONFIRMATION BY } 46.00' 46.00' 46.00'J I BLOCK' 46.00'J '_46.001J 46.00'J WILLIAMS PIPELINE REPRESENTATIVE SETH BANDURRAGA,BEING 20'SOUTHERLY OF AND 55'NORTHERLY OF THE MAIN LINE. y ' ACCESS TO MAINTAIN THE 75'PIPELINE EASEMENT IS PROVIDED BY WAY OF W. HARRIS STREET. za N89°0416 W 276.00 13-THE BOTTOM OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. a CA m UNPLATTED 3 SURVEY NARRATIVE N N N z 0 0 0 0 3 25 1/4 W. AMITY RD. THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER :�t :�t O 36 M CP&F INST. MONUMENTATION,THE PLATTED SUBDIVISION BOUNDARY OF BILTMORE ESTATES SUBDIVISION NO.3,GRAYCLIFF ESTATES M M M a N0. 2019-091627 SUBDIVISION NO. 1,GRACYCLIFF ESTATES SUBDIVISION NO.2, INFORMATION FROM RECORD OF SURVEY NUMBERS 7547 AND 12018, 12859,AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE W W ch RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. Q w o cn a U LINE TABLE CURVE TABLE CO CL w LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION CURVE # LENGTH RADIUS DELTA BEARING CHORD CURVE # LENGTH RADIUS DELTA BEARING CHORD P�LAN i w �� SGL an oluti ns ( Q m O _ L1 30.00' SO'55'44"W L8 30.00' NO'55'44"E C1 26.26' 230.00' 6'32'28" N35'26'29"W 26.24' C7 91.86' 100.00' 5238'01" N25'23'17"W 88.67' G 'P 2 2 O � a a L2 30.00' SO'55'44"W L9 22.55' N32'10'15"W C2 29.55' 170.00' 9'57'39" S37'09'04"E 29.52' C8 44.45' 130.00' 19'35'34" N41'54'30"W 44.24' O } } o CO CLINTON W. HANS a 1 1 1 8 Land Surveying and Consulting m 00 z 000 0 ❑ L3 21.21' S44'04'16"E L10 38.00' N57'49'45"E C3 68.19' 200.00' 19'32'02" N41'56'16"W 67.86' C9 39.85' 130.00' 17'33'43" N23'19'52"W 39.69' I Q Q - PLS 11118 u' I o 00 w o CO �� I 231 E. 5TH ST., STE. A w U rn o z L4 5.69' N45'55'44"E L11 38.00' N57'49'45"E C4 46.45' 230.00' 11'34'12" S44'29'49"E 46.37' C10 35.12' 130.00' 15'28'44" N6'48'38"W 35.01' q P = z z Y w o w - N �j TF �p �V MERIDIAN, ID 83642 U U �' Q L5 15.52' N45'55'44"E L12 93.00' N38'17'43"E C5 5.72' 230.00' 1'25'26" S50'59'38"E 5.72' C11 31.87' 70.00' 26'05'07" N38'39'43"W 31.59' tiT� OF P�5 (208) 288-2040 fax (208) 288-2557 wI = 0 o E N W• N www.Iandsolutions.biz o 10 10 a _ c L6 10.98' NO'55'44"E L13 93.00' N38'17'43"E C6 28.41' 170.00' 9'34'28" S4655'08"E 28.38' C12 32.43' 70.00' 2632'53" N12'20'43"W 32.15' N LL � L7 30.00' NO'55'44"E roe No. 21-29 SHEET 1 OF 3 SEAL U Q L N (D LU a 0 " C m 'O o m o o a 0 U 00 00 O C U Q O Y W J L N U N _I m Q o i SHEET CO.20 � '00 L GRAYCLIFF ESTATES SUBDIVISION NO . 3 BOOK , PAGE z 0 a U U) W Q W H a CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN STATE OF IDAHO a ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF GRAYCLIFF ESTATES COUNTY OF ADA S.S. SUBDIVISION NO. 3; A PARCEL LOCATED IN THE NW '/4 OF THE SE '/4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ON THIS DAY OF 20 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: APPEARED THOMAS COLEMAN, KNOWN TO ME TO BE THE PRESIDENT OF KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY, 0 THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF THE SE '/4 (E '/4 CORNER) OF SAID SECTION 25, N FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SECTION 25 BEARS S 0°32'44"W A DISTANCE OF O 0 z 2664.85 FEET; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST o ABOVE WRITTEN. Z 0 THENCE N 89°29'05" W ALONG THE NORTHERLY BOUNDARY OF SAID SE '/4 A DISTANCE OF 1320.30 FEET TO A 5/8 INCH DIAMETER IRON PIN MARKING THE NORTHEAST CORNER OF SAID NW '/4 OF THE SE '/4 (CE%6 CORNER); MY COMMISSION EXPIRES N U THENCE ALONG THE NORTH BOUNDARY OF SAID NW '/4 OF THE SE '/4 N 89°23'56" W A DISTANCE OF 777.44 FEET TO A POINT; ^ 0 RESIDING AT o �y THENCE LEAVING SAID BOUNDARY S 0°36'04" W A DISTANCE OF 403.63 FEET TO A 5/8 INCH DIAMETER IRON PIN MARKING AN ANGLE POINT ON L O THE EASTERLY BOUNDARY OF GRAYCLIFF ESTATES SUBDIVISION NO. 1, AS SHOWN IN BOOK 122 OF PLATS ON PAGES 19267 THROUGH 19269, m (n RECORDS OF ADA COUNTY, IDAHO, AND THE POINT OF BEGINNING; NOTARY PUBLIC FOR THE STATE OF IDAHO o z THENCE LEAVING SAID SUBDIVISION BOUNDARY S 51°42'17" E A DISTANCE OF 719.30 FEET TO A POINT; 0 U THENCE S 38°1 T43" W A DISTANCE OF 27.92 FEET TO A POINT; N c LL THENCE N 89°04'16" W A DISTANCE OF 46.00 FEET TO A POINT; 0 0 m LL THENCE S 0°55'44" W A DISTANCE OF 153.00 FEET TO A POINT; 3: 0 Ln a THENCE N 89°04'16" W A DISTANCE OF 22.37 FEET TO A POINT; W THENCE S 0°55'44" W A DISTANCE OF 93.00 FEET TO A POINT; 0 THENCE N 89°04'16" W A DISTANCE OF 276.00 FEET TO AN ANGLE POINT ON THE EASTERLY BOUNDARY OF SAID GRAYCLIFF ESTATES SUBDIVISION NO. 1; r THENCE ALONG SAID EASTERLY SUBDIVISION BOUNDARY THE FOLLOWING COURSES AND DISTANCES: Q THENCE N 0°55'44" E A DISTANCE OF 93.00 FEET TO A POINT; 0 N c THENCE N 89°04'16" W A DISTANCE OF 5.36 FEET TO A POINT; (%j M z N CERTIFICATE OF SURVEYOR W 00 a THENCE N 0°55'44" E A DISTANCE OF 70.98 FEET TO A POINT; 7 � 2� O L J THENCE S 89 04 16" E A DISTANCE OF 37.57 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND THAT O z z THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND Z THENCE N 0°55'44" E A DISTANCE OF 46.00 FEET TO A POINT; UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE U w O Q 0 STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. > .N THENCE N 51'42'17" W A DISTANCE OF 564.36 FEET TO A POINT; r L LA NO 0 W W ° THENCE N 38°17'43" E A DISTANCE OF 98.89 FEET TO A POINT ON A CURVE; ��, �G� T R G,PL J J \ THENCE A DISTANCE OF 26.26 FEET ALONG THE ARC OF A 230.00 FOOT RADIUS NON-TANGENT CURVE RIGHT, SAID CURVE HAVING A CLINTON W. HANSE o J U 3 CENTRAL ANGLE OF 6°32'28" AND A LONG CHORD BEARING N 35°26'29" W A DISTANCE OF 26.24 FEET TO A POINT; a 1 1 1 18Of w ° PLS 11118 �'�,OZ �' � = Q Q J Q IIP THENCE N 57 4945" E A DISTANCE OF 76.00 FEET TO A POINT; of �p �<v Z �/ U = 0 THENCE S 32°10'15" E A DISTANCE OF 45.10 FEET TO A POINT OF CURVATURE; W NP L.L V Q U N 0 LV O THENCE A DISTANCE OF 29.55 FEET ALONG THE ARC OF A 170.00 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 9°57'39" AND A LONG CHORD BEARING S 37°09'04" E A DISTANCE OF 29.52 FEET; E w THENCE N 38°17'43" E A DISTANCE OF 90.63 FEET TO THE POINT OF BEGINNING. 0 THIS PARCEL CONTAINS 5.25 ACRES MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN 3 HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. N N N z C9 N N N U 0 3 THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE O= coEASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS C/) z HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT U com STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. J Q a i a U = a IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 aU N U y KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY w s '0 z o L ./I jr� ' � U) 0�0 O Q o Land Surveying and Consulting m m z 00 N BY THOMAS COLEMAN, PRESIDENT, KB HOME IDAHO LLC. m o CO a s 231 E. 5TH ST., STE. A w w U rn w N � � o MERIDIAN, ID 83642 � � v � o a (208) 288-2040 fax (208) 288-2557 Q cn w O LU o f www.landsolutions.biz o oUj U a _ SHEET 2 OF 3 SEAL N JOB NO. 21-29 J c U � � r UI � W N � a m �o Y � o m 0 0 a 0 0 o C U G M a o t M J M .3 rn U r N p O m N " Y SHEET CO. 30 t o a � \\\ \ \\ GENERAL NOTES \ \\ 1 \ 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. EXISTING PHASE 1 - \\ \ � \\ DEMOLITION NOTES RETAIN AND PROTECT EXISTING IRRIGATION PIPE. RETAIN AND PROTECT EXISTING PRESSURE IRRIGATION \ IN, FT \ LD SERVICE. Z 3 \ \\ \ \ 3O REMOVE EXISTING ROAD TERMINUS BARRICADE. 3 / / \\ w 3IN, \ 1Lu \ \ \\ \\� \ 1 \\ \ FT \\ 0 o LEGEND z 0 v� v vv 2 vv v v F� vv PROPERTY LINE 8 U RIGHT—OF—WAY LINE 2 ADJACENT PROPERTY LINE o 00 ADJACENT PROPERTY LINE o o Z \ \\ \ \ A \ ADJACENT PROPERTY LINE O EXISTING PAVEMENT �, U EXISTING CONCRETE PAVEMENT \ V A \ LL ui NN I / \ \\ \ /� \\ \ \ Ln 0) W Q \V�\ \ 2 Y \ \ T � \ 2 Q 3 EXISTING PHASE 1 \\ \ \ M C4 0 Lu 2 / \ \\ \ cy Z o \ \ \ AFT 00 w 2 \\ \ z O Q i \ 2 \ \\ \ Q \\ v v Z Y /a / v 0 t� OQ_ O a o "- A 2 // `v v 0 L L L I / \Cv U L.L 0 \� J cn U W 3 A / 2 / L ® / / / � J N OCK 6 r - - - -\ / 5 \ \, x 0 cD LL\ w � (D - - - - \ ° o ti o \ / 2 C \ \\\ f0 / Q I a \ . N N N z m — — U Nrt L \ N O cyi WD a \ \ \\\ \ � 7 o \ \�\ \ cn \ I G ��\ \\\ \\ a EXISTING PHASE 1 3 Q z VA >76, v) 7- m \ \ 3 W s \ ia. z C \\\ \\ U) < m o z \ rn \ I • ° Q � 00 v — m z � / I v vv z zLLJ c) v v w ° a o 0 0 A = w N I I \\ \\\\\ \ , o o 0a \ \ SEAL LL 10 \ \\ \ \ 1 \\ \\ \\ NORTH N _ Q r — �S\ONAL C FN \ \\\ \ \ OAF' V\CENSFD /LLJ 'tF. v - 0 40' 80' 160' 8670 o N 0 I \ �� \\\ cP',03/04/202 2O 00 9TF ��P Q o L SCALE: 1 " = 40' �e%A°F NP�� J rn � C'jU L N p O m N " Y SHEET c I . 10 t o a � EROSION CONTROL PLAN FOR STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES EROSION CONTROL GENERAL NOTES GRAYCLIFF ESTAT S HAS 3 1. THE STORMWATER MANAGEMENT PLAN IN COMPRISED OF THESE DRAWINGS ("SITE MAP"). THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN STORMWATER POLLUTION PREVENTION PLAN (SWPPP). PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 701 \A/ HAp p I S ST 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER MANAGEMENT SHALL OBTAIN A COPY OF THE STORMWATER MERIDIAN , IDAHO 83642 MANAGEMENT PLAN AND THE IDAHO POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (IPDES) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT (SEC 25 3N 1 W) PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF z CONSTRUCTION. O 4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL STORM WATER POLLUTION PREVENTION PLAN MAINTENANCE NOTES OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR cn Uj OWNER. 0 0 5. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR ® ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL FFRIT STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN 6. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN Q ACCORDANCE WITH THE FOLLOWING: o 7. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE W VICTORY ROAD 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR u TRAILERS, AND TOILET FACILITIES. DETERIORATION. ® 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, a 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED ® �® WATERED AND RESEEDED AS NEEDED. OR DISPOSED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON-SITE OR SHALL BE READILY 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES AVAILABLE TO CONTAIN AND CLEAN UP FUEL OR CHEMICAL SPILLS AND LEAKS. ® WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 10. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM-BASED OR TOXIC LIQUIDS FOR DUST 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTIONS ENTRANCES AS CONDITIONS DEMAND. 0-0SUPPRESSION OPERATIONS IS PROHIBITED. w �� L 11. RUBBISH, TRASH, GARBAGE, LITTER OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS, MATERIALS SHALL 5. THE TEMPORARY PARKING AND STORAGE AREAS SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. BE PREVENTED FROM LEAVING THE PREMISES THOUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR00 WATERS OF THE STATE. z ��GO� 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT O 12. ALL STORMWATER MANAGEMENT MEASURES PRESENTED ON THIS PLAN, AND IN THE STORMWATER MANAGEMENT PLAN, SHALL BE �-4- SHALL BE REMOVED FROM THE SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. z° O INITIATED AS SOON AS PRACTICABLE. �L 7. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS BECOME CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY, 13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 21 DAYS SHALL BE TEMPORARILY --W HARRIS STREET CLEANED AND REPLACED. o U RUMPLE LANE SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE o o co AREAS. Q Q 8. THE EMBANKMENT OF THE SEDIMENTATION BASIN SHALL BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND 00 0 K 0 HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. 14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. w Q U 9. ALL TEMPORARY SEDIMENT TRAP AND SEDIMENTATION BASIN STRUCTURES SHALL BE CHECKED DAILY TO ENSURE THAT THEY ARE o THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. o o m STRUCTURALLY SOUND AND HAVE NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. SEDIMENT DEPOSITION SHALL BE REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. W REMOVED PERIODICALLY TO ENSURE FULL VOLUME IS AVAILABLE IN THE POND. o `n z 15. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY E .z 10. THE CONTRACTOR SHALL ENSURE THAT OFF-SITE AREAS USED FOR BORROW OR SPOIL OF MATERIALS USED FOR THIS PROJECT ARE 2 O OF DIRT OR MUD, THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS PROJECT PERMITTED IN ACCORDANCE WITH IPDES REQUIREMENTS AND APPROPRIATE EROSION CONTROL MEASURE AND BMP'S BE PLACED TO U) MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ENSURE THAT EROSION SEDIMENT IS CONTAINED. E 16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE LOCATION C) REMOVED IMMEDIATELY. SOIL EROSION / SEDIMENTATION ° O 13 17. CONTRACTOR OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DOWNSTREAM DETENTION POND AND ANY ui SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. CONTROL OPERATION TIME SCHEDULE Q 0 N Ln c 18. ON-SITE AND OFF-SITE STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH WW AMITY ROAD IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP > AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. THE CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL AT NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE ALL LOCATIONS WHERE VEHICLES WILL ENTER OR EXIT THE SITE. CONTROL FACILITIES WILL BE MAINTAINED WHILE CONSTRUCTION IS IN O PROGRESS, MOVED WHEN NECESSARY, AND REMOVED WHEN THE SITE IS PAVED. CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN 0 19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. TEMPORARY SEDIMENT CONTROLS CLEAR AND GRUB SITE 20. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING Q THE EROSION CONTROL MEASURES (SILT FENCES, DIVERSION SWALES, ETC.) TO PREVENT EROSION. MASS GRADING LL 21. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACKFILLING OF TRENCHES FOR EXCAVATE UTILITIES, BLDG. FOUNDATION LLB N UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. SITE CONSTRUCTION WC4 O PERMANENT CONTROL STRUCTURES (.0z 22. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT FUNCTION (n (n cy) 10 AS INTENDED. A REPRESENTATIVE OF THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT MAY REQUIRE ADDITIONAL CONTROL DEVICES \, � Q00 a UPON INSPECTION OF PROPOSED FACILITIES. VICINITY MAP W w = O 23. INLET PROTECTION DEVICES SHALL BE INSTALLED IMMEDIATELY UPON INDIVIDUAL INLETS BECOMING FUNCTIONAL. N O F?T H Q J NOT TO SCALE O _ z 24. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. z Y FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL-DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE SHEET INDEX U Q O COVER WITH A DENSITY OF 70% HAS BEEN EMPLOYED. JUj N 25. THE SITE IS LOCATED WITHIN ZONE X. ZONE X IS AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. ZONING O 0 r INFORMATION IS BASED ON FEMA MAP #16001CO234J, ADA COUNTY, ID AND INCORPORATED AREAS. EFFECTIVE DATE JUNE 19, 2020. C2.00 EROSION CONTROL COVER SHEET 0 W w LL C2.10 EROSION CONTROL PLAN - m 3 26. THERE WILL BE NO ASPHALT OR CONCRETE BATCH PLANTS ON SITE. J > r 27. THE POTENTIAL FOR SOIL EROSION FOR THIS SITE IS SLIGHT TO MODERATE. C2.20 EROSION CONTROL DETAILS O LL > Of N 3 28. DAILY INSPECTIONS BY THE PROJECT SUPERINTENDENT, BI-WEEKLY INSPECTIONS BY THE CONTRACTOR'S COMPLIANCE OFFICER, AND 0� LL MONTHLY INSPECTIONS BY THE OWNER'S CONSTRUCTION MANAGER MUST BE MADE TO DETERMINE THE EFFECTIVENESS OF THE SWPPP. U = LL L 0 O UQ � � CONSULTANTS V, 0 ti PROPERTY OWNER: CIVIL ENGINEER: GEOTECHNICAL ENGINEER: O KB HOMES IDAHO LLC. KIMLEY-HORN NATURAL RESOURCE SOLUTIONS, LLC 1414 W BANNOCK ST. 950 BANNOCK ST, SUITE 1100 5740 N. APPLEBROOK WAY 0 L U N BOISE, IDAHO 83702 BOISE, ID 83702 BOISE, ID 83713 CONTACT:SABRINA DURTCHI CONTACT: ABBEY HAHN, P.E. CONTACT:HARLEY R. NOE PHONE: (208) 250-6161 PHONE: (208) 917-4977 PHONE: (208) 850-4926 EMAIL:Abbey.Hohn@kimley-horn.com DEVELOPER: 3 KB HOMES IDAHO LLC. SURVEYOR: N N N z O 1414 W BANNOCK ST. LAND SOLUTIONS N N N BOISE, ID 83702 231 E 5TH ST, SUITE A 3 CONTACT:SABRINA DURTCHI MERIDIAN, ID 83642 m m O= PHONE: (208) 250-6161 CONTACT:CLINT HANSEN a w EMAIL:sdurtchi@kbhome.com PHONE: (208) 288-2040 w Q LU a AGENCY CONTACTS < R W a U PLANNING: ELECTRIC: ~w y CITY OF MERIDIAN IDAHO POWER = o CONTACT: SONYA ALLEN CONTACT: ETHAN MORGAN z CD = (208)-489-0579 (208)-388-2356 _ z o Q m o g ENGINEERING: TELEPHONE: m } 0 0000 o N CITY OF MERIDIAN CAMBRIDGE TELEPHONE p 00 Z 00 v CONTACT: AMANDA MCNUTT CONTACT: DAN MORRIS z Z L U rn w ij .N (208)-489-0311 (208)-257-8240 &5 z o LU 2 o FIRE DEPARTMENT: � LU = 2 MERIDIAN FIRE DEPARTMENT STORM DRAIN: U d _ L CONTACT: JOE BONIGIORNO ACHDSEAL u .. (208)489-0458 CONTACT: REGINA CUNNINGHAM °� w (208)-387-1681 0 Fu GAS SERVICE: Q r INTERMOUNTIAN GAS CABLE: CONTACT: BRYCE OSTLER SPARKLIGHT CD (208)-377-6812 CONTACT: TERRY ALSUP-455-5548 ( ) 55�0 E G a 208 O \CENStp,,8670 /yam Y �o o N o cP�03/04/202 2 Q) 00 qTF OF00 \OPT ce) . < M 0 CD OAILNP CAUTION: NOTICE TO CONTRACTOR B� >_ .3 Kn w owwhars below. r N of 0 Call before you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES o O CALL 2 BUSINESS DAYS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE v m IN ADVANCE BEFORE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING M Y WE YOU DIG,GRADE,OR EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 SHEET o a F EXCAVATE FOR THE MARKING OF HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE C2.00 m s UNDERGROUND RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE MEMBER UTILITIES PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GENERAL NOTES ` \ 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. \ \\\ \ \ f \\ \ 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING LID \ \ \ DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT A \ THE CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES BEFORE CONSTRUCTION AND PROTECT IN PLACE UNLESS NOTED ON THE PLANS. \\ IN, THE CONTRACTOR SHALL EXERCISE CAUTION AND USE CONSTRUCTION TECHNIQUES TO PROTECT AND '9 o A ` \ \ \ PRESERVE EXISTING PERMANENT SURVEY MONUMENTS. ALL SURVEY MONUMENTS DISTURBED (PROPOSED AND EXISTING) SHALL BE REPLACED AND/OR REHABILITATED IN ACCORDANCE WITH STANDARDS BY A PROFESSIONAL LAND SURVEYOR RETAINED BY THE CONTRACTOR. EXISTING PHASE 1 SEQUENCE OF CONSTRUCTION \ \ \ \ z IN,\\ AFT \\ PHASE I 0 \ \ 1. INSTALL PERIMETER BOUNDARY SEDIMENT CONTROLS INCLUDING: STABILIZED CONSTRUCTION EXIT(S), a_ SWPPP INFORMATION SIGN, HYDRAULIC CONTROL STRUCTURES (SWALES, CHECK DAMS, SEDIMENT POND, (� '�^♦ ` \\\ ETC.) AND SILT FENCING. w LD IP o ♦ \ \ \ 2. PREPARE TEMPORARY PARKING AND STORAGE AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE o I a ' 2 ♦ \\ \ A FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, \ MASONS AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., DENOTE \ o QO C` / ` \ \ FT \ THEM ON THE SITE MAPS IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS AS THEY OCCUR LD THROUGHOUT THE CONSTRUCTION PROCESS. C A 1 0 s ♦ 3 ` \\\ �T \\� HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION AND \ / ♦ ► \ \ \ CERTIFICATION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRECONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND-DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. a �S 4 V A �v v 3. DEMOLITION OF EXISTING IMPROVEMENTS PER SITE PLAN. 31 /\ 8, \ \ / \ ` \\\ \ AFT \ \\ 4. START MASS GRADING THE SITE AND CONSTRUCTION OF ROADS. 5. TEMPORARILY SEED ANY DENUDED AREAS. MAINTAIN SITE PROTECTION AND STABILIZED CONSTRUCTION EXITS. A \ 6. EXCAVATE AND INSTALL UTILITIES / \ 8 cj FT \ 7. FINAL GRADING OF THE SITE. 0 8. INSTALL CURB AND GUTTER, AND SIDEWALKS. LD \AA\ \ / \ / \ \ V A \\ 9. INSTALL ASPHALT ROADWAYS \\\ \ 30 / \ \ 10. FINAL STABILIZATION AND LANDSCAPING. N 0 C) Z 29 / v v �� MAINTENANCE F- F_ \ \ \ \ \\ \ A \ \ o U 7 \ \ F� \ \ ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER o D POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND - LL \ 28 / \ \ \ \ SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH L 8 / ` \ \\ THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN 00 �4/1' \ ACCORDANCE WITH THE FOLLOWING: o 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. 9 A�'�F�� \\ AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. O \ \ \\\\ \ \ \ 27 2. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING s \ ` \\ \ A� \ OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE O. \ 10 ` \ \ T \ CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. O I \ \ / \ \ 3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR m LL u; J \ \ \ ` 26 \ \ PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS / CONDITIONS DEMAND. Q N / \\ 4. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS qqqLn CD 10 a ® ® \ \ / \ W /\ \ 11 AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS OR TRAPS WHEN THE > 0 \ \ A _ 25 \ \\ \ FT / A DESIGN CAPACITY HAS BEEN REDUCED BY 50%. a \\\\ \ 8 v vXv v\ V / / 24 / s 12 / vv�/ vvv LEGEND v v\v v / V / �'S',9y� / v ♦ v v v v v Q v v A 23 13 v LIMITS OF DISTURBANCE z c� CV O 4'Sj "`/ EXISTING PHASE 1 / 8' / \ ` `\ \ F� LJJ z CO 22 \ \ 14 \ \ \ A Q co 00 N \C \v \ o / I � W = O \ \ \ \\ \ J Q I o J \ \ 21 \ \ \ �O�O�O�O�\� INSTALL VEHICLE TRACKING CONTROL - SEE DETAIL 3, O z — z v VTC SHEET C2.20 O j / 15 \ \ W o N \ \ / \\ \ INSTALL SILT FENCE - SEE DETAIL 1 & DETAIL 2, LL — i \ I / ` 20 \ �S \ \\ 0 SF SHEET C2.20 O 0 W W / / / LID U (n W r /Q / BLOCK 3 PROPOSED CONCRETE WASHOUT z LL — LL 19 '� CW AREA - SEE DETAIL 4, SHEET C2.20 O — E �,( NN OCK 6 � - - - -\ � — s = — — — s �j I o � \ BLOCK 2 � �"� P � � v� ��n U = O v I CONSTRUCT DROP INLET PROTECTION - SEE DETAIL 5, O v QLL I — — — — \ SHEET C2.20 W � CD \ y _ _ I \\ \ ; / � 16 17 r STOCKPILE AREA-EXACT LOCATION AND SIZE MAY VARY OR BE RELOCATED DURING CONSTRUCTION. THE \�\\ \,�( ®� 18 CONTRACTOR IS RESPONSIBLE FOR UPDATING THIS PLAN N ® / / I TO INDICATE ANY AND ALL MODIFICATIONS 4200 - EXISTING MAJOR CONTOUR LD — — — — I 420�— EXISTING MINOR CONTOUR N N N m N N N z 3 \\\ \\\ / O O CD (3 �\ / LD N N N IP 03 \\ cn� 1 � \ - - - 17 - - - - - O i °� TEMPORARY SEDIMENT BASIN, PER BMP25- IDAHO \ c/) a 7 IT1 VA V V \ 2020 CATALOG OF STORM WATER BMPS \ I �A VA a < w \ I �\ \ \ I EXISTING PHASE 1 a W. LEARMONT ST. W J Q m I Q � a / A\ \ A \ a a� TC — _ _ SB \ VA U — m \\�\ IP �� ss "2 s ss <<g N w S w D T a h1 \\\ \ Q 000 V A V A M m m 0 00 o N \\ \ ® Z 00 U I ® \ \ m w 0W ~ CO 0-) N ' — \ \ \\\ �\ 2 3 4 5 Q U) w o w a I 1 \ \\\\ \\ m \ _40 I I I I 6 I 7 0 0 o E i LU 2 I 2 � SEAL , 1 p BLOCK 4 I �\ SS�pNAL FN a \ \ LD _ � \CENSFoLLJ c/y LD Y 8670 o \ I \ I \ \\\ \\\ tPJ0 3/04/2022 Q) o a CO 0 811 Q o L NORTH y rF of e�GA I L NPR M J L CAUTION: NOTICE TO CONTRACTOR rn N 5 Know v�sbelow THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES C14o Oto o CBUSINESSall before D ly. AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE 0 40' 80' 1 60' CALL 2 BUSINESS DAYS M Y E IN ADVANCE BEFORE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION S NOT TO BE RELIED ON AS BEING SHEET YOU DIG,GRADE,OR EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 I O EXCAVATE FOR THE HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE o a F MARKING OF UNDERGROUND RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE SCALE: 1 " = 40'MEMBER UTILITIES PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 50' MIN OR qS WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, EXISTING �ICTgTED - MAX. 6" MESH SPACING) PAVEMENT BY LOCAL REQUIREM TS + 3' 5:1 Al +, !ice°° 6' MIN. ° b 000.0 00 0 00 0 0 0 0 0 A MOUNTABLE BEAM 2j 5 OPTIONAL M� PROFILE OVERLAP GEOTEXTILE AND/OR WOVEN EXISTING COMPACTED BACKFILL WIRE FENCE ACROSS TWO STAKES GROUND zp WHEN NECESSARY TO CONTINUE a FENCE U 1$5 FEET (Mq 50' MIN o 0 0 X) �j/ INCHES (MAN) SECURELY FASTEN FENCE MATERIAL TO BOTH STAKES WITH TIES OR o 00 o 0 0 0 0 °o III-II OTHER FASTENERS o0 0 0 :10 10' W FLO I I—III I�II I- o f MIN o,o EXISTING Q lllli.l1 a eo o 0 0�� PAVEMENT ❑ 0 0 � A o o ��0 3:1 SLOPE TO MATCH 0 0 0 0 00 0 0 0 o °n ° �o GRADE. TYP. TO INSIDE _ - LO AND OUTSIDE SLOPE. a ELEVATION COMPACTED BACKFILL o a STANDARD =='`'°`"�:a� -'i WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, POSTS: STEEL EITHER T OR U TYPE. SYMBOL PLAN VIEW .,� MAX. 6" MESH SPACING) WITH GEOTEXTILE COVER FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX MESH OPENING 00 Lo N r` N� �'\N N FABRIC: 2 AMOCO 1181 OV 27 0 z ^ 2. BELTECH 810 Ow GR X . o 3. MIRAFI 13OX F� NOTES: 1• O o pp � EE 4. LING GTF 190 1. STONE SIZE-USE 2"STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 3' IN. o O FINISH GRADE CBACKFILLD 5. SI 915 SC 2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 MIN z _ :791 FOOT MINIMUM LENGTH WOULD APPLY). FLOW 3. THICKNESS-NOT LESS THAN 6 INCHES. JI II II_ II II III- N U FLOW ELEVATION I I�I I�I I�I I�I I�I I�I —1 I I-' 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS co OCCURS. IMPERVIOUS LINER 3' MIN. DEPTH COMPACTED SOIL 00 \ 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER WILL NOT BE - UNDISTURBEDi,/\ \\///\%i \/ //<EXTEND �/VIRE FENCE A REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. BERM GROUND �� /\\�/� /�` MIN. OF 2' INTO TRENCH 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE m° /�� PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL. A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE o (n " X 6" PERMITTED. SECTION A-A o TRENCWj' EMBEDDED GEOTEXTILE FABRIC - z �, ��\ \ 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF O MIN. 6" INTO GROUND FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH W/ 6 LAID ALONG BOTTOM ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUTS OF ANY MEASURES USED TO J 1 A-A-SECTION OF TRENCH / - TRAP SEDIMENT. ALL SEDIMENT SPILLED PROPPED. WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST NOTES 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. BE REMOVED IMMEDIATELY. 1. IMPERVIOUS LINER SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE LL 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC Y O 2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY RIGHT-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE o 24' AT TOP AND MID SECTION. WHICH DRAINS INTO APPROVED SEDIMENT TRAPPING DEVICE. THE IMPERMEABILITY OF THE MATERIAL. 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED ui BY SIX INCHES AND FOLDED. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. m U_ 4. MAINTENANCE SHALL BE PEA FORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL Q 0 SHALL BE REMOVED WHEN BULGES" DEVELOP IN THE SILT FENCE. Ln o w 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE LU O 0 a 0 _T 0 SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT SCALE: NTS 2 SILT FENCE OVERLAP DETAIL SCALE: NTS 3 VEHICLE TRACKING CONTROL SCALE: NTS 4 CONCRETE WASHOUT DETAIL SCALE: NTS Q V) J � N O Q MSTORM z Q i DANDY SACK 00 10 TM w w = N SEWER 00 GRATE OOOOOOOO Q Q J 00 00 00 00 Q Ip 00�00000000 \ LIFT J Z _ z 0000 STRAPS 0 (� O Z 0 Q R INFORCED CORNER w ; p N OPTIONAL — OVERFLOW PORT z 0 W L LI m 3 LL 0 J > 0 MANAGEABLE 3 2 FOOT 7 E CONTAINMENT Q J a AREA U = O DUMPING (/) STRAPS 0 O STORM � (D ~ LU INLET E 0 0 0 N N N 3 N N N Z N 3 m o (Y) (Y) (Y) a U w W Q m Q a) 0EL U Q t2 U w 0 DD Gt®�®OpOJR4� w S `/ O cc U) T 2 N G Z DETAIL OF INLET SEDIMENT CONTROL DEVICE Q m O OL]a 0 00 } 0 00 ED 00 ❑ N PROJECT: DR. BY: a a - m LU LU � g CITY/STATE: DATE: DR. NO: z z Y LU o w N F Q DANDY SACK- U 0 Lu p u SPECIFICATIONS LJJ E P NOTE: THE DANDY SACK"'WILL BE MANUFACTURED IN THE U.S.A.FROM A WOVEN � 0 SEAL 0_2 L MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: .. m REGULAR FLOW DANDY SACK"'(BLACK) Nw m Mechanical Properties Test Method J C U 2 r Q Grab Tensile Strength ASTM D 4632 p NA L Grab Tensile Elongation ASTM D 4632 Puncture Strength ASTM D 4833 !" S UI w Mullen Burst Strength ASTM D 3786 O`( \CENSFD�C /4- vS w Trapezoid Tear Strength ASTM D 4533 a O UV Resistance ASTM D 4355 = m Apparent Opening Size ASTM D 4751 m Flow Rate ASTM D 4491 1/minlm(gal/min/ft) 8 6 7 0 Y -a Permittivity ASTM D 4491 o `m HI—FLOW DANDY SACK"'(SAFETY ORANGE) LP 0 3/0 4/2 0 2 2 0 o a OQ2 00 0 Mechanical Properties Test Method '9T 00 F OFCc \ 00 a �e�GA I L NPR Q CO t Grab Tensile Strength ASTM D 4632 J Grab Tensile Elongation ASTM D 4632 m 3 Puncture Strength ASTM D 4833 0') Mullen Burst Strength ASTM D 3786 N U r Trapezoid Tear Strength ASTM D 4533 m m V Resistance 3DAD75 (V Apparent Opening Size TM451 V Flow Rate ASTM D 4491 1/min/m(gal/min/ft) m Y ? Permittivity ASTM D 4491 SHEET oa F *Note: All Dandy SacksT"' can be ordered with our optional oil absorbent pillows C2.20 SCALE: NTS 7 SCALE: NTS 8 NOT USED SCALE: NTS 5 DROP INLET PROTECTION DETAIL SCALE: NTS 6 NOT USED NOT USED GENERAL NOTES \ 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. f \ \ \ 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL \ EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. A \ 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS \ DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR \ CONNECT TO EXISTING \ REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. \ \ j PRESSURE IRRIGATION. \\\ '�F \ \ �►� \ \ \\ 4. COVER OVER WATER MAIN SHALL BE 4 FEET. ` \ ` IVA ` \ \ LEGEND PROPERTY LINE / IN, FT `\ — — RIGHT—OF—WAY LINE O Q► EXISTING PHASE 1 REMOVE EXISTING BLOW OFF \ \ AND MAKE COMPATIBLE \ a V CONNECTION TO EXISTING 8" \ `\\ AFT \\ — — — — ADJACENT PROPERTY LINE WATER MAIN. A ui \ \ \ \\\ 8" SS PROPOSED MAIN SEWER LINE o \ \ 8" W PROPOSED MAIN WATER LINE \\ \ PIRR PROPOSED PRESSURE IRRIGATION LINE W 2 \ REMOVE EXISTING SEWER \ \ A \\ GIRR EXISTING GRAVITY IRRIGATION LINE o CLEANOUT AND MAKE \ \ A. / \ \ FT \ \ COMPATIBLE CONNECTION ON A / PROPOSED A.C. PAVEMENT TO EXISTING SEWER MAIN. 3 \02 SSMH \ V AFT `\ / / v \ \ / PROPOSED CONCRETE PAVEMENT a 31 s• / `v v AFT `v / / i■■■ 0 co a F / 8• 5 NORTH O00z 0 30 O 40' 80' 160' U ® 29 ° / / ``vv � `� / / 0 / SEEPAGE BED #1 d \ 7 M \\ \ \\ / / SCALE: 1 = 40 0 U) 28 / / \ \ / Z l Y 27 T tiF U SSMH 03 / \ LL N 10C) So \ \ \\ / / ■ � / 26 \° / / IN, 0 / \ `\ / / O o 25 �, r l / / 24 / � S' 12 `\\ // Q 3 / \ z M O ® 23 � lqt� Z a / EXISTING PHASE 1 / vv d' \ \ FI \ co 13 CL W = O Lu _ 22 \ \ AF Q o / 21 W (n > � LLLL 0 w W o / / / / s•� ' 15 / 20 v s v v U W / / A v ILL �� / BLOCK 3 v Q U = ol q O 4-1 -1 19 \ SSMH 04 \\ LJJ Q LL 0 U I f / BLOCK 2 - P'� ( o - - - _ °\ \ o / CONNECT TO EXISTING 16 17 y — — — PRESSURE IRRIGATION. co co / 18 I ` I I M ® REMOVE EXISTING BLOW OFF o 0 o Z> 3 / AND MAKE COMPATIBLE ' ® o CONNECTION TO EXISTING 8" N N N - WATER MAIN. - - co co c i 0 - - - 17 cn _ a p INSTALL BLOW OFF w Q ch m J m Q W o cn a \ U W. LEARMONT ST. " W CL a I a EXISTING PHASE 1 N Ws�. — — — = o SSMH 06 SS «8 SS „8 o SSMH 05 m _ = g p Z _ o S U) Q m o 0 a n — INSTALL SEWER CLEANOUT } o - - — — — — — — — o m Z 000 _ m co U 9 S m z z Y LLJ C) U w — U � � z SEEPAGE BED #2 < w = O Q I w o = } E 2 3 0 o U _ � � - - - :I I I 4 I 5 I 6 7 SEAL I _ -j �I `� I I I I I ° I I S\ONAL FN wI BLOCK 4 o��S �\CENSF� 01y� Lu 0 = 8670 Y CONNECT TO EXISTING o N I — --- ♦T aab 0TF3/04/202P2 `Z Q` )PRESSURE IRRIGATION. 0000Mo OF rl < IL H M J r N U i N _I m � Q o i SHEET U t o a C3 . \\\ \ \\ GENERAL NOTES \\ 11 \ 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN. 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER \ A I\ IMMEDIATELY. 3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE \ N \ GEOTECHNICAL ENGINEERING REPORT. IVA \\ \ \\ IN, ENGINEER: NATURAL RESOURCE SOLUTIONS LLC.2714. ADDRESS: 5740 N. APPLEBROOK WAY ME o \\ \ \ \ PHON BOISE, IDAHO 83713 (208)850-4926 \ \ \ DATE: 08/3/2020 AND 02/17/2021 2713.73 \ \ EXISTING PHASE 1 ME \\ \ �\ \ 4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE \ \ 2714.55 \\ z FG THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL p LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING \ \\ \ \ \ CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE SHOWN HEREON. I \ \ \ THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. En o \ 2714.77 - - - 2 FG \\V \\ i ME13.50 / \\ AFT LEGEND Q � A � \\ \\ ME13 72 2714 \ \ 2714.38 3 \ .FIG �`T \\\ - - - - PROPERTY LINE � A \ ME RIGHT-OF-WAY LINE ADJACENT PROPERTY LINE *� �\ \ 2714.08 ?>> 2714.42 �� \ 2715.20 \\ \\\\ \ \ FG 4 �> \ FG 4 ' \ \ FIG A �\\ EXISTING IMPROVEMENTS vv\ 31 v �v / F �` \ \ �. - - - - - - - SAWCUT LINE \\\\\\\\ \ \ \ 2714.63 / \\ \ / \\ - - - - - - - - - GRADE BREAK �\ 2714.30 FG 11 2715.41 AF \\ \ 2715.81 / FG 5 FG T \ 4200 EXISTING MAJOR CONTOUR00 \ \ \ \ N \ \A\ME / \ \ / \ \ \ V -4201- EXISTING MINOR CONTOUR C VA\ 30 2714.85 / A � \ \ N FG \ 2715.63 4200 PROPOSED MAJOR CONTOUR O 00 N ® \\ 2714.52 \ 6 FG A / FG \ \ / 2715.70 \ A \\ 201 PROPOSED MINOR CONTOUR Z. O � \ \ 2715.06 FG FT \ ° ME15.86 ® \ 29 \ FG l / \\ \ `\ \\ PROPOSED A.C. PAVEMENT N 2714.73 \ 7 \\ \ .O�j \ o \ \ / 00 FG \ / \ 2715FG \ \ PROPOSED CONCRETE PAVEMENT ❑ / '2715 91 \ 28 271S S� 2715.27 / Ln / A FG 8 V y� \ PROPOSED LANDSCAPE mMEN\ V2715.49 U) 2 .99 \ \ FG 2716.13' ' 215. \ \\ \\\ \ 2715.95 I FG 9 / ^`� \ N. \ A�'0t�� \\\ F�'34 EXISTING GRADE SPOT ELEVATION � O \ I \ \\\\ ME \ le 27 / N \ \ T �F \ 97.6 PROPOSED GRADE SPOT ELEVATION a°'i N 2715.20 2715.55 FG L.L \\ \ FG \ FG 1 0 2716.34 FG \ T Y ABBREVIATIONS \ \ ME16.00 26 2715.41 �\ / v\ \ \\ mLL FG 97.6� FINISHED GRADE SPOT ELEVATION • 0 N \ \\ \ \ / \ 2715.77 2716.56 / \\ FG rn FG 11 FG \ / \ 97.66 w EG EXISTING GRADE SPOT ELEVATION 0 \ \ 2716.06 25 V A \\ \ ME a 2715.48 / \ AO�// 97.66 \\ �\ / FG \ \ 2715.98 2716.77� AFJ / \\ FG ME FINISHED GRADE/MATCH EXISTING SPOT ELEVATION L.L FIG T \ VA \ V / 24 / 2715.70 V 12 FG \ \ 2716.11 / FG \ VA \ ME 0 a X \ / ® 23 �1 \ 2716.19 V \ \ \\ 2715.91 �� \ FG 1 3 \\ �4yki \ v M p 2716.15 FG 2��6 \ A .O CV \ ME v / \ 2717.15 FT w cep Z \ \ \ �y 2716.41 14 \ FG \ U) U) co ® \\ 2716.17 22 \ FG \ \ . w Q ao �\\ \ °\ / ME / 2716.12 2�j6 \ \ T 2 O FG / \ \ zFE Q J 0 \\ a \ �` 2716.22 21 \ \ 2716.62 \ \ J Z Z Y \ ME FG FIG \ / N 15 \\\ \ > / wU - N - 0-18 2716.26 20 \ \ z 0 W W ° ME ® \ 2716.78 \ - _ m FIG \\ J U) U) L LI \ \ .Q� BLOCK 3 2717.70 Q U u- 2716.31 / 19 2716.83 FG A�DC U- D_ FG - V QN J Q L.L E / ME U 4_1 / BLOCK 2 2716.92 2717.54 2717.55 = O / \ FG FG FG FG V Q L.L 2716.36 ME / o 2716.39 16 17 \ ME v v 18 -, N / V A\ 2716.28 2717.33 ME ME ME FG N N N Z i 2718.04 2718.21 0 0 0 \\ 1 \ \\ / 17 - - FG FG 0 ❑ 3 \ VAA\ ` \ 2718 ih <i < T_ EXISTING PHASE 1 W. LEARMONT S - -2717 _ w Q Lu a Q \ v CL w - \\V A\ 2717 � U N a Lu 2716.35 _ = o a co - - _ 2i O Q / \\\ \\ 2716.38 2717.11- 271�7 32 2717.54 2717.73 2717.94 �2718.24 Q 00 0 a \ \ ME FG FG FG FG FG FG o00 VA \ m m z 00 Q / ® \\\ \\ ® o 00 M / I I w w 0') z z YLLJ O LD Q N I� - - :I t \ \\\\�\ \\ 2 I 3 4 5 6 7 w = o o ❑ E \ \\\ \ \ ^� 2 I I I o o C) 0_ N _ w� o- I \ \\ � ( 1 \ � I 7� I I SEAL N aq I \\ \\\\\ IL \ I I BLOCK 4 c NAL E - \ \ \ 2716.30 2716.45 2716.61 2716.76 2716.92 2717.07 2717.23 F \CENSLulF NG� D 'y \ I \\ ME _ FG. FG FG _ FG FG FG I \ \\ \\ 8670 o \ \ \ U 03/04/2022O c \\ NORTH �qTF \ P� o ,9 OF Q O L e�GA IL HP N U i N -I m 0 40' 80' 1 60' SHEET N 10 ❑ a ~ SCALE: 1 " = 40' C4. WATER CONSTRUCTION NOTES O3 REMOVE EXISTING BLOW-OFF AND MAKE COMPATIBLE CONNECTION TO EXISTING MAIN. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION. ® INSTALL SINGLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 AND SD-W2. 0 30' 60' 120' SET METER LOCATIONS PER CITY OF MERIDIAN SD-W6. 0 INSTALL DOUBLE 3/4" WATER SERVICE LINE AND SCALE: 1 " = 30' METER PER CITY OF MERIDIAN SD-W1 AND SD-W3. SET METER LOCATIONS PER CITY OF MERIDIAN SD-W6. © INSTALL FIRE HYDRANT PER CITY OF MERIDIAN SD-W8. pm pRR p pRR RR RR qffit pmt PIRa p RR p �Ra O7 INSTALL 22.5` BEND. o Fa 0 INSTALL 8" X 8" TEE PER ISPWC STD DWG 403 WITH C/) ui (3) 8" GATE VALVES, PER PLAN. o I I I 5 1 6 1 7 1 8 1 1 1 1 1 I 9 I 10 I 11 I 12 1 13 1 / 11 SLEEVE WATER SERVICE THROUGH SEEPAGE BED PER 2 3 4 14 / CITY OF MERIDIAN SD-W7. a 13 STORM DRAIN/WATER CROSSING. �op pcfl r7000 �tp0 0N � �lij I MN HliN I NN L I N I N I N I I N I N I N 7 I rN7 M I rN-0 0 � � 7 t0 1I � _: vi O � -� � � cow^ � � O �� Ki 0) LC oN N � (o O ( �N � �S 4 INSTAL 45• BEND. + LC L + LI LN LN + ` + A Lo L N L � L II -M OZ OZ O OZ . Z O Z . OZ 1 O> O> - - O> SEWER CONSTRUC TION NOTES � a Z 1 1 1 1 1 1 1 1 1 L T 1 / O1 STANDARD SEWER SERVICE LINE PER ISPWC SD-511 3 5 5 5 5 5 5 BC0 CK3 / WITH STANDARD SERVICE MARKER PER CITY OF MERI 0-0 1 ) 6> 4 / O3 SLEEVE SEWER SERVICE THROUGH SEEPAGE BED PER N log 6 8„ 7 00 o ACHD STORMWATER DESIGN DETAIL 07. 0o w \ O z \ 4 8" W 8" W 8i W 8" 8" W 8" W W 8' W i O4 REMOVE EXISTING CLEAN OUT AND MAKE COMPATIBLE o O , z S. GRAYCLIFF WAY 272 ✓ CONNECTION TO EXISTING 8„ SEWER MAIN. F 4 11+00 12+00 13+00 14+00 15+00 16 00 126 �� 7� NOTE ALL STATIONING AND OFFSETS ARE FROM THE SEWER PIPE M U 3 3 S 00 7 �o CENTERLINE. 4 aS GS 2. SEWER CONSTRUCTION SHALL BE PERFORMED IN (IS �j °o ACCORDANCE TO THE ISPWC AND THE MERIDIAN m u) / 11 3 11 3 _ _ _ _ _ _ _ _ _ _ _ _ SUPPLEMENTAL SPECIFICATION SECTION 500. z I 3. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE 5 5 5 4 5 5 4 CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE O UNLESS OTHERWISE NOTED. C) 1 1 1 1 1 1 1 1 1 1 1 4. COVER OVER WATER MAIN SHALL BE 4 FEET. ��M 1 't0L 1 nor 1 't000 0 0 0 or- oO 1 � 07 Or7 1 r7ol `.'Y cD O cD O cD cD cD cD cD cD cD N cD N N , O O �r- O �r, Ln �� N nr, n �^ O �n O nn cD nr, N Mr- 00 nj co to� Q o I m N I N I rn N I 't N I °' N I M N I I O N I N I c N I M I r / �' LL - + 11 N + Li + + Li + Li II + Li + Li + Li + Li + Li + LL N + LL N d: m O O> O O> — 0— O> N O> N O> M O> O> O> O> 2 O> � O> GG m ° Q Z Q Z Q Z Q Z Q Z Q Z Q Z Q Z Q Z Q Z Q Z Q Z o 0 a V) �10 N N U) U) U) U) U) U) U) N 11 W .E1 30 1 29 1 28 1 27 1 26 1 25 1 24 1 23 1 22 1 21 1 20 1 19 10 BLOCK 2 �'CG/ Q ON 5Lu Lu � Z N KEY MAP pi o o N.T.S. Q L Q J a C - Z .E 00 Au (n O z O 000�0 00 v 06 w a o ^^ L�J v \ m ^ LL / I ' I � Q LU W r ^ ^^ 0000 0C _ t � .wi N M p m > •0 CL �Z Ln (6 (6 0 + O O ? 2720 () �_ w 3 . OvO vM +� 00 N NZZ r NZZ 0 E ^ � O p NZZ Z Z N O � J =o U O > > > I..L N 1 (D < LL o coLq 00 r7 NZ `J N Zo n n O EX. GRADE Q +r? 0 0 N ") � > > ® ROAD — �L� O rNN H O FIE E: LJ ~ ° 6 N z z p EX. GRADE 2716 N > > > ® ROAD m O E Z Zo Z m PROP. GRADE ® ROAD PROP. GRADE ° ® ROAD CL N N N 0 3 2 2712 N N N z U O O O cm t= 3 p d o m (y) (y) OF 12" SD I N V: 2711.36 Lu m Q Lu i °EL U = R cl) (L U N 18 2708 Lu w � U)a a `o I = o 133 LF OF 8" PVC ® 0.42% cn Q m o0 a } 00 } o 00 o N 330 LF OF 8" PVC @ 0.42% m Z 00 a a - m w � U Lu U O� w � N z LJJ U O a o 14 281 LF OF 8" PVC ® 0.42% LLJ } 2704 0 o U a = SEAL w N .. LL N �` LAKE >- CONNECTION 50 LF OF 8" PVC ® 0.42% Q CONNECTION Q TO EX. (D PIPE. INV=2703.24 a 10 2700 F O8670 Y �o o m cP�03/04/2022�0 c 0 c 18 2698 ,99TF OF o Q o rn ao M co r7 0) 0 e�GA I L HP o J rri 4 Lri Lri Co C6 I� N Ui N N N N N N N N cli ° 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 " Y SHEET C5 . 10 t o a � WATER CONSTRUCTION NOTES O REMOVE EXISTING BLOW—OFF AND MAKE COMPATIBLE CONNECTION TO EXISTING MAIN. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION. ® INSTALL SINGLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD—W1 AND SD—W2. SET METER LOCATIONS PER CITY OF MERIDIAN SD—W6. 0 INSTALL DOUBLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD—W1 AND SD—W3. v� + SET METER LOCATIONS PER CITY OF MERIDIAN SD—W6. © INSTALL FIRE HYDRANT PER CITY OF MERIDIAN SD—W8. _ 16 17 O9 INSTALL 8" X 8" TEE PER ISPWC STD DWG 403 WITH o 00 (3) 8" GATE VALVES, PER PLAN. a rn Sri 'o ® 18 ± N i I 10 INSTALL 2" TEMPORARY BLOW—OFF ASSEMBLY FOR W SEE SHEET C5.20 o>z_ I N o>z_ I FUTURE WATER MAIN EXTENSION PER ISPWC STD DWG 4 405. ° 1 1 w 11 SLEEVE WATER SERVICE THROUGH SEEPAGE BED PER a 5 CITY OF MERIDIAN SD—W7. 17 STORM DRAIN/WATER CROSSING. 3 10 o� 8 W 154' 8„ W + 8„ W 147' 8 w 1 s SEWER CONSTRUCTION NOTES 10+00 W. LEARMONT ST. 11+ 0 1 +00 2 0STANDARD SEWER SERVICE LINE PER ISPWC SD-511 0-0 WITH STANDARD SERVICE MARKER PER CITY OF N S MERIDIAN SW3. Ira � 3 < STANDARD 4" TRAFFIC RATED CLEAN—OUT PER ISPWC � O SD-506A. 0. z _ <3> SLEEVE SEWER SERVICE THROUGH SEEPAGE BED PER M 1 1 1 1 1 1 ACHD STORMWATER DESIGN DETAIL 07. C U © 00 ON I 00 0n I EOM I MOM I EOM I C0 p n� r�j n r- 00 r7 r N M r r7 r r7 pN L�`i II I c I O �CI I ± ��j I ± ��I I N ��I o oZ oZ oZ oZ oZ oZ NOTE: 00 — — — — — 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER PIPE o z N N N N N 2. SEWER RCONSTRUCTION SHALL BE PERFORMED IN � O 2 3 4 5 6 7 ACCORDANCE TO THE ISPWC AND THE MERIDIAN ) U SUPPLEMENTAL SPECIFICATION SECTION 500. BLOCK 4 I I 3. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE Y CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE O UNLESS OTHERWISE NOTED. m L.L 4. COVER OVER WATER MAIN SHALL BE 4 FEET. Q 0 — � — — � — W amid O _ a 0 _T N O Q Ul N O J u) (.0 z .10 00 -- W Q 0 00 w" O J = v^ r7 ocDo _ Q orn p z z E `n T � J >m Q N� 0 0 + + � �2721 CV N N 2720 C5.10 W _ ! o+ o N � zLL NO o p W W > > PROP. GRADE ozz z LL 0 o� Z 0 ROAD U (n U) W - - - � >- LL C5.20 - - - _ - - -- -- - - -- -- - - - - - -- - Q Q 2716 2716 J � U = O EX. GRADE ® ROAD q KEY MAP C� Q LL N.T.S. o U � a 2 a E o f0 2712 2712 N N NORTH c� �F N N N 0 co 3 pvc °F8" 4 p a o p 2708 2.9eq 2708 0 30 60 120 w Q wa 134 LF OF 8" PVC 0.42% U) E U SCALE: 1 " = 30' �' N Lu N w S O U) Z N O Q 2704 2704 coQ m o o m ED o ono z o0 a a m �w W 'o < U ULLJ O� p U - a w = oF 0 0 U d _ 2 SEAL N 2700 2700 J c Q r SS\ANAL FNG �I a 2698 2698 �o F� O V\CENSto %y O m r8670 Y o Q cP�03/04/20220 o 2i co M co11 +00 12+00 sec OF \P�� co a o AILN � J rn � U r N p O m N " Y SHEET . o o a C5 .20 IRRIGATION CONSTRUCTION NOTES �1 INSTALL 22.5° BEND. SIZE PER DIAMETER OF \ \ \ PRESSURE IRRIGATION PIPE. \ \ C IN, INSTALL 45° BEND. SIZE PER DIAMETER OF` \ MAKE COMPATIBLE \ PRESSURE IRRIGATION PIPE. CONNECTION TO EXISTING \ \ PRESSURE IRRIGATION PIPE. \ �3 INSTALL GATE VALVE. SIZE PER DIAMETER �A \IN OF PRESSURE IRRIGATION PIPE. INSTALL 6"TO 4" TEE WITH 6" GATE VALVE ,9 IN, AND BLIND FLANGE. ° \\ \ IN INSTALL 8" PVC C900 PRESSURE IRRIGATION \\ \ A \\ SLEEVE CENTERED UNDER ROADWAY. INSTALL 1" IRRIGATION SERVICE PER ISPWC \ \\\ AFT \\ STD. DWG. SD-902. o EXISTING IRRIGATION SERVICE TO REMAIN a \ AND BE PROTECTED. \ \ U EXISTING PRESSURE IRRIGATION PIPE TO o 2 6 \\ \ \\� REMAIN AND BE PROTECTED. \ 10 INSTALL 4" GATE VALVE, CAP FOR FUTURE w PHASE 4 EXTENSION. o s 3 s \ \ \1-1\ A \ \ \ \ OS 4 6 v A vv PRESSURE IRRIGATION NOTES: v v v \ ,o v 1. ALL VALVES, FITTINGS, AND APPURTENANCES SHALL 31 \ \ / \\ \ FT \\ HAVE THRUST BLOCKING PER ISPWC SD-403. 2 CONTROL CABLE ININROVIDE THE PRESSURE ALL IRRIGATIONA \ w 5 s \\ \ FT \\ TRENCH, TWO INCHES ABOVE THE PIPE. CONTROL CABLE SHALL RUN FROM THE CONTROLLER LOCATION L 30 / \ \` \ \\ TO EACH COMMON LOT SERVICE LOCATION. PROVIDE A / p \ \ 24" LONG CONTROL CABLE LOOP IN THE COMMON LOT O o z / � 6 s v A vv VALVE BOX. INSTALL CONTROL CABLE THROUGH A o DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL Z 29 \ / �9j\ \ FT \\ CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH �,c• \ \ \ WATER PROOF CONNECTORS. COORDINATE THE 2-WIRE o (� 7 6>> \ AF \ CONTROL CABLE INSTALLATION WITH THE DEVELOPER. co,o T Q 7 28 i \ a 8 / \\ \\ m DOMESTIC WATER METER o BOX COVER. OBLITERATE o Z 6 / \ WORDS "WATER METER" �gyp N .5 O / ® 7 27 \ / \\ \ A�T�!/ti \\ WITH 1301 X/23 LOCKING CAST J U / \ \ F \ v s ` 10 s \\ T `\ o ui / 7 26 \ / ' �Qp \\ \ \ \\\ AIR RELEASE VALVE / ® \ 1 1/2" 200 PSI RATED Q 10 0 \ OR EQUIVALENT m s \ \ \ Z ui 20" PVC x 25 O (9 12 6 ® l / / 24 / 0 \ W / \ \\\ Q 23 \ MIN. 1 CY DRAIN ROCK ,� 13 \ z � O \ AFT Q cN�o z _ _ � / 7 22 \ 14 \\\ \ A J Q 0 1. o / / / / \ \\ FT W = o T / / / 21 / \\ \ cn O Q O — N 15 6 \\ \ \ > IF / AIR RELEASE DETAIL m / 20 ss � \ \\ 3 / / BLOCK 2 — � 32 LF 4"PIRR NTs � J (� � w 0 �.Q� / BLOCK 3 w U U � of ® ® / ® 19 3 \ 5 3 150 LF 4"PIRR 4 Q J Q / / — — — — — DOMESTIC WATER METER r \ 98 LF 4"PIRR — �-1 �� Put 2 WORDS COVER.BOX OBLITERATE METER" (n >- � O 73 LF 4 PIRR 6 6 6 FORD NO X43 CAST IRON Lu V Q °' WITH 13 1/2" LOCKING LIDS o \ ° 16 17 CL — — MAKE COMPATIBLE / cn CONNECTION TO EXISTING ® PRESSURE IRRIGATION PIPE. 0 N `� I I M ' ® 0 1 1/2" CURB STOP 20" PVC BALL VALVE N N N z 3 C9 p M ° 00 P d 00 2� 0 OO 6� W LEARMONT ST. " W w Q co W. w o 0 (1) R MIN. 1 CY DRAIN ROCK � EL aploo s SS „8 s SS „8 1 1/2" BRASS PIPE TO BOTTOM OF VALVE FOR N S SUPPORT w — — w x o — — — pp U — — — — — — — — F 2 O z o - - (n Q m O O 00 d M I m } O 00 o N ® c m Z W a a - I ® m w � ~ rn w o 2 3 z CD Y w o F Q co I 4 I 5 I 6 I 7 � w = ° o f o o U a = w I DRAIN VALVE DETAIL SEAL .. I - I w BLOCK 4 NTs Q I - - - - 6 g s 6 6 o��SS vOCENSt'o F I N o M 2WId 10 Mid m I MAKE COMPATIBLE Mid _ CONNECTION TO EXISTING7�-"m PRESSURE IRRIGATION PIPE. 327 LF 4"PIRR 8670 Y � o N I I 2 LF 4"PIRR ��9 3/o4/zozP�o o a NORTH rF of 00 — — �e�GA I L NP�� Q � L J rn � C,jU r N m 0 40' 80' 1 60' " Y E SHEET U SCALE: 1 " = 40' C6. PAVING CONSTRUCTION NOTES � I 1 I ❑1 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER o ACHD SUPPLEMENTAL STD DWG SD-701. ° ❑2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STD DWG SD-702. ❑3 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL D 2715.28 CURB AND GUTTER TRANSITION PER ISPWC STD DWG 2715.28 2715.33 0 2715.38 SD-707. 2715.38 4 2715.43 2714.2715.14 ® CONSTRUCT 5' DETACHED CONCRETE SIDEWALK PER 1 D ACHD SUPPLEMENTAL STD DWG SD-709. 2% MAX. 0 CROSS SLOPE. 2715.14 2714.94 © CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL STD DETAIL SD-712 & MODIFIED Z 2715.33 2715.43 ISPWC STD DETAIL SD-712A, TYPE "A". SEE SHEET 0 2714.96 a 0 0 2715.35 0 2715.45 C8.10. 2715.22 U 2714.96 �7 CONSTRUCT TYPE IV CATCH BASIN FOR ROLLED CURB W 2715.45 1 2715.22 2715.39 p PER ACHD SUPPLEMENTAL STD DWG SD-604A. 2715.40 !71 2715.50 2715.49 X �9 INSTALL 1000G SAND & GREASE TRAP PER ISPWC ° STD DWG SD-624 WITH 20" BAFFLE SEPARATION. a 00 � I 11 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE 0 10' 20' 40' PER PLAN. 12 INSTALL 12" PERFORATED PVC PIPE. LENGTH AND a 1 SLOPE PER PLAN. 1 - - SCALE: 1 " = 10' 13 CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET �D C7.10 15 ADJUST MANHOLE RIM TO GRADE. 0 PIN PIRR PIR IRR R PIRR PKiR PIN PIRR P PIRR PIN PIN PIRR PIRR PIRR MM PIN PIN - 19 INSTALL 48" DIA. STORM DRAIN MANHOLE TYPE A N PER ISPWC STD DWG SD-612. O z z O co I I I I I I 4 I I I I I N U 0 STA:10+00.00 / Q STA:10+00.00 OFF:24.50'LT Ln 6 OFF:24.50'RT TC:2713.69 PT m° TC:2713.55 2 STA:11+14.66 3 4 5 6 7 $ g 10 11 12 13 14 NOTE: o 7 CB-1 OFFTC:2714.07 1S 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET 2 z STA: 10+01.50, -23.30LT TC:2714.07 PC / 2 RIM: 2713.13 1 STA:11+32.39 I STA:11+78.39 I STA:12+24.39 I STA:12+70.39 I STA:13+16.39 I I STA:13+77.39 I STA:14+23.39 I STA:14+69.39 I STA:15+15.39 I STA:15+61.39 I STA:16+07.39 CENTERLINE. INV OUT: 2710.50 OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT / / 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA `' U \ Q25:2.49cfs PC I TC:2714.15 I TC:2714.36 I TC:2714.58 I TC:2714.79 I TC:2715.00 I I FTC:2715.28 I TC:2715.50 I TC:2715.71 I TC:2715.92 I TC:2716.14 I TC:2716.35 / eLOG'k3 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Q100:3.47cfs STA:10+48.11 OFF:23.06'LT 5 STA:16+41.58 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A \ 1 TC:2713.63 _ S/W 4 OFF:16.50'LT RAMP. Q U a0 J / m m ui LL N �0 OFF'16.50'LT � a 0 11 47 LF OF 12"erg„ w / TC:2716.64 LLI ® 0.50% _ _ > 11 4�OF 18" ® 1.91% S0TA:1 10+39.36, 26.95RT3" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W ° ° PT O _ RIM: 2713.74 122 13+00 U 14+00 S. GRAYCLIFF WAY 15+00 16+00 STA:16+99.25 Y / 19INV IN: 2709.00 \-o OFF:16.50'LT I I m --� 15 // �`.\ TC:2716.78 INV OUT: 2709.78 15 C7.10 INV OUT: 2709.00 -8" SS 8" SS 8" SS SS „8 SS „8 SS „8 SS „8 r �� 15 21 152 LF OF 12" @ 0.00% \ 7� Q 3 (IS aS (IS 00 J o 2 cz D n B o 11 11 LF OF 12" PT .1 + 7 13 - - - - - 4 - - - - - - 6 - - - - - - - '- \,. C7.2� co Z 2 BCR W W � CAD 0.00% STA. 0 68 2 x STA:17+51.06 12152 LF OF 18" ® 0.00% TA.16+55.26 J `'' 00 N -OFF:17.82'RT ic) \ OFF:16.50'RT HP Q STA:11+07.10 -1 / L.L LLJ = O a 7 I TC:2713.83 p TC:2716.56 STA: +96.09 11 LF OF 18" i OFF:16.50'RT STA:11+99.10 O W = CB2 11 TC:2714.03 STA:11+53.10 OFF:16.50'RT STA:12+55.10 STA:13+01.10 STA:13+62.10 STA:14+08.10 STA:14+54.10 STA:15+00.10 STA:15+46.10 OFF:22.36'LT KEY MAP 0 Q Q J 0.00% I I I I I I I I I I TC:2717.46 i ' a STA: 10+01.30, 23.30RT i RIM: 2713.13 SGT 1 OFF:16.50'RT TC:2714.46 OFF:16.50'RT OFF:16.50'RT °D OFF:16.50'RT OFF:16.50'RT OFF:16.50'RT OFF:16.50'RT OFF:16.50'RT 6 N.T.S. � z - z INV IN: 2710.27 9 STA: 10+40.39, 32.36RT I TC:2714.25 I I TC:2714.72 I TC:2714.93 I I TC:2715.20 I TC:2715.43 I TC:2715.64 I TC:2715.85 I TC:2716.07 PT \ ° PC `�"' ,emu C� � Q O STA:16+07.39 STA:16+99.25 S W w - Q Y INV OUT: 2709.77 RIM: 2713.85 OFF:16.50'RT _ Q25: 2.25cfs INV IN: 2708.94 N Q100: 3.14cfs 31 INV OUT: 2708.54 4 OFF:16.50'RT TC:2716.78 4 ° L 28 26 25 23 22 21 20 TC:2716.35 ! z LL > 0 27 STA:17+46.58 � � Q � 0 W LLJ 30 OFF:16.50'RT 4 ECR _ co STA'11+51.37 n ,OFF:36.50'LT 19 TC:2716.99 HP 1 CSTA:17+71.06 J J > r J ECf OFF'22.36'LT liO TC:2717.55 LLI STA:17+51.Of TC:2717.27 6 (�j� V � 29 BLOCK 2 OFF:16.50'R-i � ' � TC:2716 CR � LL U I OFF:36.50'RT� !� 30 60 120 Q (� Q 77-1 TC:2717.08 ° °° Gj \ C o SCALE: 1 " = 30' E 0 ~ 0 Lo 2720 0 co + 2720 N N N C� 3r- N N N z p N >J CD CD CD N N N co L = 3 > 0_w O d o a_LJ /_//�� C c/) a U ui co , o '2 00% Q Q W o N a 2716 +° - -- - - - 2716 NN� PROP. 00 w s a-w ® ROAD +0.46% r�� co +r Z o +N Q O Q -o � J >J a EX. GRADE o w �w 0_w } } 0 0000 o 0 ROAD � Ci w g m m Z 00 �00 It It M m 0 0 0) (a-) 271Z N �� o� 2712 z z Lu w v °' p z `o NIA +N +N Q LLJ O+N O O � LU = Q' J N J 0 0 0 0_ W w O W W SEAL N 12'„ S D � J � Q .L INV: 2711.40 w 2708 SS\� � FNc � Q 2708 V\cENSFo F Y 8670 o 2706 2706 0 00 O 00 I- L0 0) qTF OF �OP� N o J'J• � � o 17 uC L6 6 (6 -9 o Q r- � e�GA I L NPR N N N N N N N N N " 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 oom N " Y SHEET C7. 10 L o a � PAVING CONSTRUCTION NOTES ® CONSTRUCT 5' DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STD DWG SD-709. 2% MAX. CROSS SLOPE. ❑5 CONSTRUCT 4' WIDE VALLEY GUTTER PER ISPWC STD DWG SD-708 AND ACHD SUPPLEMENTAL SPECIFICATIONS. © CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL STD DETAIL SD-712 & MODIFIED ISPWC STD DETAIL SD-712A, TYPE "A". SEE SHEET C 8.10. �7 CONSTRUCT TYPE IV CATCH BASIN FOR ROLLED CURB PER ACHD SUPPLEMENTAL STD DWG SD-604A. �9 INSTALL 1000G SAND & GREASE TRAP PER ISPWC o STD DWG SD-624 WITH 20" BAFFLE SEPARATION. a U 2 � i 11 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE o p PER PLAN. o I � 12 INSTALL 12" PERFORATED PVC PIPE. LENGTH AND r SLOPE PER PLAN. a 00 rn 13 CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET a ECR C7.10 ® STA:11+57.23 m BCR 2717.14 ° STA:11+90.23 ° 14 ADJUST WATER VALVE BOX AND COVER TO GRADE. a CB-3 OFF:36.50'LT SEE SHEET C7.10 I STA:12+57.73 I 2717.24 j� STA: 10+01.50, -15.30LT 7 TC:2716.90 OFF:36.50'LT RIM: 2716.36 TC:2716.96 I OFF:16.50'LT I a 27l 7A 4 INV OUT: 2713.70 HP cn TC:2717.77 STA:11+51.37 HP 2717.24 15 ADJUST MANHOLE RIM TO GRADE. OFF:22.36'LT STA:11+96.09 4 - - - TC:2717.27 6 OFF:22.36'LT 17 _ 2717.25 / \ / \ TC:2717.46 4 - 2717.32 17 INSTALL TYPE II TERMINUS BARRICADE PER ACHD BCR STA:13+05.24 2717.00 STA:10+00.00 STA:10+51.36 - - STA:11+37.23 ECR _ - OFF:16.50'LT 2717.39 ° 2717.00 SD-1132A. 00 OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT 6 6 STA:12+10.23° TC:2717.98 / 2716.89 2716.89 2717.25 7-OFF: 2716.84 L o TC:2716.61 TC:2716.84 TC:2717.08 2717.4g 2716.84 2717.40 18 INSTALL TYPE III TERMINUS BARRICADE PER ACHD N TC•2717.55 2717.40 SD-113213. C z 31 LF OF 12" ® 3.77% 11 a(f 8" W 8" W 8" W W 2717.51 ° o 5 0 00 2717.67 19 0 INSTALL 48" DIA. STORM DRAIN MANHOLE TYPE A 0 Q b W. LEARMONT ST. PER ISPWC STD DWG SD-612. 1 � 0 11+00 ao 2+00 13+0 18 2717.40 _ STA:10+00.00 14 U OFF:16.50'RT 15 - I - I- 15 ^ - - rro m (D � - I 2717.45 2716.93 a 2717. - F TC:2716.61 13 5 ° 2717 24 � ° 2717.83 ~ 13 �s R ss ss „g 2717.35 2716.93 , o U CB-4 12 84 LF OF 12" @ 0.00% a a 2717.39 ° 2717.73 co STA: 10+01.50, 15.30RT 1111 LF OF 12" ® 0.00% NOTE: 00 RIM: 2716.36 S 4 g 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET INV IN: 2712.55 7 J 2717.53 INV OUT: 2712.55 ° a STA:13+05.24 / 2717.36 CENTERLINE. .0 Q25: 1.63cfs - - 12 84 LF OF 18"- - - - Q - - - - - - - - OFF:16.50'RT V 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA o (n Q100: 2.27cfs 11 LF OF 18" ® 2.18% STA:11+43.36 TC:2717.98 - - 2717.29 - - - - STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. C z F - - - -_ LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A SD-2 11 @ 0.00% OFF:16.50'RT � 17 2717.03 O STA: 10+01.50, 19.50RT TC.2717.03 cn 2717 21 RAMP. .5 U) RIM: 2716.45 STA:10+97.36 - - - - U INV IN: 2712.5319 STA:11+89.36 STA:12+35.36 STA:12+81.36 2717.06 2 STA:10+51.36 I I OFF: I I N INV OUT: 2713.00 OFF:16.50'RT TC:2717.05 OFF:16.50'RT OFF:16.50'RT OFF:16.50'RT 2717.01 Y O. INV OUT: 2712.33 TC:2716.84 I I 4 I TC:2717.46 I TC:2717.67 I TC:2717.87 0 SGT- 2 2 3 � O ui STA: 10+01.50, 24.50RT 5 6 7 m LL RIM: 2716.78 9 N INV IN: 2712.25 0n a INV OUT: 2711.90 Ill o �:2 .E ° I I BLOCK 4 I I I T P o0 Midaa�b as - aa� aa� Mid2717.0210 2717.28 2717.28 I- -- - - - - - - - - - - N U J M Z N 00 2717.40 2717.38 L.L _ 2717.40 2717.42 Q Q J - - Q p z 2717.35 �° 2717.46 ° CL ~ z z O Y 2717.45 2717.56 ° a C7.10 � W (� Q 2717.52 LL 2717.50 J m CL U `� `� W CURB RAMP BLOWUP DETAIL N.T.S. C7 20� U- E U O N U = O 'noKEY P Q U Q LL 2720 0 +00 � o - � 2720� N.T.S. + N f I"1 I� 2 �W ° + >J 0 I C W N PROP. GRADE IL w o_w 0 ROAD , BP: 10+00 - - EL: 2716.69 -- -- +0.45% -- -- -- -- -- -- +0.45% 2716 o 00 2716 NORTH N N N 3 EX. GRADE iz M N N N N z o 0 0 p 0 ROAD q N N N M t J uil co co co 12" SD 0 30' 60' 120' c/) a INV: 2714.64 w Q co Q a i ° U 2712 2712 SCALE: 1 " = 30'EL �' N Lu N w S z z a 2710 2710 cn Q 00 o ° O a - } } 0 00 00 o CO CC �_ m Z 00 o p N N N N z Z Y w p Q 10+00 11 +00 12+00 13+00 Q U) w o o 0 0 U d _ ujSEAL .. � J � Q r SS\ANAL FNG � a wl V\CENSFD F Y8670 o a cP�03/04/20220 o -9 OFoo co P� Q � L e�GA I L NPR J rn � U r N c O m N " Y SHEET C7.20 t o a � R/W R/W 60' PUBLIC RIGHT—OF—WAY C/L 5' SIDEWALK 8' PLANTER 16.50' 16.50' 8' PLANTER 5' SIDEWALK 3" ROLLED CURB AND GUTTER PER ACHD I SD-702 TYP. o a 2.0% 2.0%� 1.5% �- cUn ► w k-2 2' FLAT LANDING �� 5" THICK CONCRETE OVER 4" o BEHIND SIDEWALK, TYP. OF 4" AGGREGATE BASE COURSE PER ACHD SD-709 , . III—III— a 2.5" ASPHALT PAVEMENT 4" OF COMPACTED 4" CRUSHED AGGREGATE BASE COURSE 0-0 11" OF COMPACTED 6" MINUS PIT RUN SUBBASE O00 COMPACTED SUBGRADE 2�1 z O Z 33' TYPICAL LOCAL STREET SECTION WITH DETACHED SIDEWALK U~ N O 0 co O N O m O v J O J 1 LOCAL ROAD TYPICAL SECTION SCALE: NTS 2 NOT USED SCALE: NTS O U Y O O O C C LLd N c m NO TREES OR SHRUBS OVER SEEPAGE BED o Q a NATIVE BACKFILL OR Z ° W m STRUCTURAL PAVEMENT SECTION PLACED AND son GEOTECHNICO L 'ORTED O 0 0 ------------------�-------------------------�------------- 1..� INLET FROM SAND AND SOLID WALL PVC PIPE PERFORATED PVC PIPE GREASE TRAP INVERT PER PLAN INVERT PER PLAN Q 5' MIN. o 0 0 0 0 0 0 0 0 o p m OBSERVATION WELL II M O �' UvUvUvUJ = CV cLu It w cn c° z WASHED DRAIN ROCK o 0 0 0 co � Ill Q � = ° Q Q z Z = o 0 0 0 0 0 0 0 0 0 0 0 T z J � o < O "u o " ro Q LL - E ° ASTM C33 FILTER SAND I 0 W Ill m z 3 SEEPAGE BED PROFILE VIEW OHIGH GROUND WATER c) J � U) W 0 U U) 3 LL —JQ t `LENGTH= L C) o LL U C N N L/L^ Q V A O INLET FROM SAND AND 18" SOLID WALL PVC PIPE 18" PERFORATED PVC PIPE I o o GREASE TRAP INVERT PER PLAN INVERT PER PLAN ------------------------------------------------------------- y I o I I n C7 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Q o 0 o z ------------------------------------------------------------- 3. N N N 12" SOLID WALL PVC PIPE 12" PERFORATED PVC PIPE 3 INLET FROM DIVERSION o INVERT PER PLAN INVERT PER PLAN cMANHOLE ------------------------------------------------------------- d ro o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OBSERVATION WELL J Q w o 0 0 0 o SEEPAGE BED AREA o L.ov v v ov v J 5' Q cn a U 10 a ' MIN. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o M o M O ID F-- N w s WL-A o 0 0 0 0 0 0 0 0 0 0 w_ T z o SEEPAGE BED PLAN VIEW U) Q m o Q O 00 a } 00 0 NOTES: MONITORING WELL m m Z 00 1. SEE TABLE FOR SEEPAGE BED DIMENSIONS m Lu L ~ rn o 2. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ELEVATION. z z Y w o uj z w 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. Q cn w O Q 4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM 0� Lu = 0 E E 5. EL. IN >= EL. BOTTOM PERFORATIONS IN 12" PERFORATED PIPE. 0 U a_} 6. BED WIDTH SHALL REMAIN CONSTANT _ 2 = SEAL .. LL U d STORM WATER RETENT ON SUMMARY TABLE �O\CE FNc/ NS F NAL O wl 2 � � F O m � NAME LENGTH WIDTH DEPTH TOP OF ROCK BOTTOM OF GROUNDWATER REQ'D SEPARATION DESIGN INFILTRATION '4 Y (ft) (ft) (ft) ELEV. ROCK ELEV. ELEV. (3 MIN) RATE (IN/HR) 8670 0 03/04/2022�0 SEEPAGE BED 1 157 15 10 2712.8 2702.8 ±2689.5 YES 8.0000 00 g co ° SEEPAGE BED 2 89 15 10 2715.0 2705.0 ±2691.5 YES 8.00 ,9eF OF a ��AILNP J L Oi U p I rn N O o A Y E SHEET U r+ L V C8. 10 3 SEEPAGE BED DETAIL SCALE: NTS 4 NOT USED SCALE: NTS STREET LIGHTING AND SIGNAGE NOTES INSTALL TYPE II STREET LIGHT WITH 25' MOUNTING t!` ` `\\ \ HEIGHT PER CITY OF MERIDIAN STREET LIGHT DESIGN IN, `\ STANDARDS. EXISTING STREET LIGHT. \ INSTALL STREET NAME SIGN (ACHD TS-1109) AND \\ STOP SIGN PER ISPWC SD-1130. '9 ` \ m \ \ \ 2 \ \ o `\ NOTE: ` IN, \ 1. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA Z ° IN\ \ IN STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. a \ \ \ LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A \\ 4r, RAMP. W 2 \\ \ / \ IN,/ \\ \ ` W Q \ \ ' T \ 0 3 \\ \ ` / \ IN, IN / \ \ \ 4 \ a i � \ \ \ 1 #54332C \ `\ \ \ A \ 31 � IN / 5 AST \\IN, N 30 � \ \\ \ \\ L N \ z ® , \ 6 \ O 29 A 7 \\ \ FT \\ ^ o M O 28 / w \ 8 \ \\\ ; U) IN, z / \ \ 9 27 _ I / / `\ \ AFT U) � 10 \ O 26 \a `\\ \ \\ m u- 0 ® / / w > o 25 O a r Y l / S' 12 / 24 /o e / / / \IN, \ L / Q p 23 \� O v� vv `v #54333C 1 �/� 13 \ N \ Z M Lu O �Y / 14 ` \ \ J U) z - - - / j 22 \ \ \ 'OF CL LLJ Q ao N i ° / \ \\ \ W \ ® / / a / / \ \ \ Q Q z ® \ `\ \ Q Y `� /• / 21 / ` \ U) O z O z W cp o 15 `\ \ L7 LL N > 20 \ \\ L.L p w W 00 � / 06 — > \4 . / / BLOCK 3 L7 Ucn 19 z / 0 Q —J Q N I �' / BLOCK 2 _ O / � LL () r _ _ ° / 16 17 18 o 1• � 3 1 #54334C m SO N N N 0 3 N N N Z 17 CD CD CD o a — — CM CM CM O IL c \ P VJ``^^ U cn ch M I° a — @cc, W. LEARMONT ST. ui Q a cwn o —Q P U p— — 07 a U � 2 U � a Z o U) Q 00 O Q a — O _3w 00 d 2 m m } O 00 o N ® p CO Z 00 p co U I ® Z Z W U � 2 3 YLu CD w ¢ 'I I I 4 I 5 I 6 7 � w = ° s } W � I I I 1 p p U CL = I I SEAL .. LL N " J s BLOCK 4 � � L — — I SS\ONAL FN c wi I '41 �\CENSF� �y � a O = O1 m a Y � 8670 o N '•1 tP 03/04/20220 oo o NORTHoo qTF of °P� Moo Q O t �e�GA IL HP� � J r O > d N U i N _I m 0 40' 80' 1 60' SHEET N 10 SCALE: 1 " = 40' C9.