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CC - Construction Drawings 2 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING SS\ONA L E�yc \STERN_ i PRELIMINARY j ' NOT FOR w CONSTRUCTION �F OF \Ur- Z �Ry B WP w 0 Z z SHAFER V1 ......�` W I E -H AU S 3 i - VISIO -1 > w a w N ~ 0 PORTION OF LOT 4 BLOCK 1 SHAFER VIEW ESTATES SUBDIVISION "co oco pf E -- � t z E - BOOK 84 PAGES 9403-9404 RECORDS OF ADA COUNTY IDAHO 1 � `�1111 ° � � w Sacbc� cc � cn0 � � 0 O Z LYING IN THE THE N 1/2 OF THE SW 1/4 OF SECTION 31, T.3N., ME., B.M. � w � � � LLa _ W 2021 � � � a L Z W w CONTACTS w a PLANNING AND ZONING: Sheet List Table a CITY OF MERIDIAN PLANNING AND DEVELOPMENT SERVICES Sheet Number Sheet Description Sheet Title a PHONE: 208-884-5533 C1.00 GENERAL IMPROVEMENTS COVER K C1.01 GENERAL IMPROVEMENTS NOTES 0 SEWER: C1.02 GENERAL IMPROVEMENTS PHASING PLAN w CITY OF MERIDIAN PUBLIC WORKS C1.03 GENERAL IMPROVEMENTS DEMOLITION PLAN 'I PHONE: 208-898-5500 C1.04 GENERAL IMPROVEMENTS DEMOLITION PLAN w w z C1.05 GENERAL IMPROVEMENTS SIGNAGE AND LIGHTING PLAN Copyright©2021 Z WATER: CITY O F MERIDIAN PUBLIC WORKS C1.06 GENERAL IMPROVEMENTS SIGNAGE AND LIGHTING PLAN All rights reserved. Reproduction without wnte or use in any form o or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 PHONE: 208-898-5500 C2.01 ROADWAY IMPROVEMENTS E. QUARTZ CREEK ST. criminal prosecution. 1 w w C2.02 ROADWAY IMPROVEMENTS E. QUARTZ CREEK ST. POWER: C2.03 ROADWAY IMPROVEMENTS S. PREVAIL & S. CRYSTAL CREEK 0 IDAHO POWER PHONE: 208-388-6320 C2.04 ROADWAY IMPROVEMENTS E. JARVIS ST. Z w C2.05 ROADWAY IMPROVEMENTS E. JARVIS ST. O C2A6 ROADWAY IMPROVEMENTS E. JARVIS CT. GAS r n w H INTERMOUNTAIN GAS COMPANY C2.07 ROADWAY IMPROVEMENTS S. SNOWDEN, E. HELIOTRIPE & S. KEYPORT �+, ° L z PHONE: 208-377-6863 C2.08 ROADWAY IMPROVEMENTS INTERSECTION PLAN o W C2.09 ROADWAY IMPROVEMENTS S. MERIDIAN RD. Q o PHONE: C2.10 TRAFFIC CONTROL PLAN S. MERIDIAN RD. M z CENTURY LINK LJJ ^ ' C3.01 DRAINAGE IMPROVEMENTS DRAINAGE PLAN ` V w PHONE: 208-385-2144 w PROJECT C3.02 DRAINAGE IMPROVEMENTS DRAINAGE PLAN n ° LOCATION v, G Q CABLE: LAT 43'33'10.9"N C3.03 DRAINAGE IMPROVEMENTS DRAINAGE PLAN co W N LONG 116°23'22.8"W co L E O N E E.QUARTZ CREEK ST. C3.04 DRAINAGE IMPROVEMENTS DRAINAGE PLAN > CD PHONE: 208-472-8409 C4.01 SANITARY SEWER IMPROVEMENTS S. PREVAIL WAY 0 O C4.02 SANITARY SEWER IMPROVEMENTS E. JARVIS ST. Q w HEALTH AUTHORITY: CN C4.03 SANITARY SEWER IMPROVEMENTS E. JARVIS CT. ., > CENTRAL DISTRICT HEALTH DEPARTMENT z O PHONE: 208-375-5211 o C4.04 SANITARY SEWER IMPROVEMENTS E. JARVIS ST. UJ Q F - C4.05 SANITARY SEWER IMPROVEMENTS S. SNOWDEN AVE U a z SURVEYOR: C4.06 SANITARY SEWER IMPROVEMENTS E. HELIOTROPE DR. & S. KEYPORT WAY Q ACCURATE SURVEYING & MAPPING C4.07 SANITARY SEWER IMPROVEMENTS E. SHAFER VIEW DR. > Q PHONE: 208-488-4227 C5.01 WATER IMPROVEMENTS WATER PLAN W W 0 0 C5.02 WATER IMPROVEMENTS WATER PLAN W CIVIL ENGINEER. E.LAKE HAZEL RD B RC KO N LAND DESIGN C6.01 IRRIGATION IMPROVEMENTS PRESSURE IRRIGATION PLAN z E MARY WALL 77 C6.02 IRRIGATION IMPROVEMENTS PRESSURE IRRIGATION PLAN rr W PHONE: 208-376-5153 C6D5 IRRIGATION IMPROVEMENTS PRESSURE IRRIGATION DETAILS W -D C7.01 IRRIGATION IMPROVEMENTS GRAVITY IRRIGATION PLAN T °' LANDSCAPE ARCHITECT: VICINITY MAP C7.02 IRRIGATION IMPROVEMENTS GRAVITY IRRIGATION PLAN Q BRECKON LAND DESIGN N 000 O 1000 2000 3000 (n ■ 11111111111 1 1 1 C7.05 IRRIGATION IMPROVEMENTS GRAVITY IRRIGATION DETAILS 3 JON BRECKON SCALE: I"= 1000'-0" PHONE: 208-376-5153 L1.00 LANDSCAPE IMPROVEMENTS OVERALL LANDSCAPE PLAN z �' UJ D o L1.01 LANDSCAPE IMPROVEMENTS LANDSCAPE PLAN - AREA 1 0 o OWNER: L1.02 LANDSCAPE IMPROVEMENTS LANDSCAPE PLAN - AREA 2 SHAFER VIEW NORTH, LLC L1.03 LANDSCAPE IMPROVEMENTS LANDSCAPE PLAN - AREA 3 N m }W1,W V J I M CHAMBERS L1.04 LANDSCAPE IMPROVEMENTS LANDSCAPE PLAN - AREA 4 1 R. W�LL z� O PHONE: 208-761-0120 L1.05 LANDSCAPE IMPROVEMENTS LANDSCAPE PLAN - AREA 5 \� T =W�LL z �� yt�t7W-V' Q Q W C7000W L1.06 LANDSCAPE IMPROVEMENTS LANDSCAPE PLAN - AREA 6 N c o a °z ca J Q'V zn W z C v L1.07 LANDSCAPE IMPROVEMENTS LANDSCAPE PLAN - AREA 7 ?}W O 0) L1.08 LANDSCAPE IMPROVEMENTS LANDSCAPE PLAN - PARK ENLARGEMENT REVISIONS No. Date Description CD L1.09 LANDSCAPE IMPROVEMENTS LANDSCAPE DETAILS L2.01 LANDSCAPE IMPROVEMENTS EROSION & SEDIMENT CONTROL PLAN BENCHMARK & DATUM L2.02 LANDSCAPE IMPROVEMENTS EROSION & SEDIMENT CONTROL PLAN L2.05 LANDSCAPE IMPROVEMENTS EROSION & SEDIMENT CONTROL DETAILS PROJECT NO.: SURVEY WAS CONDUCTED BY ACCURATE SURVEYING & MAPPING. 20021 (n B BENCHMARK, 1/2" IRON PIN WITH A PLASTIC CAP LABELED "ACCURATE CONTROL", DRAWN BY: z LOCATED SOUTH OF THE IRRIGAITON CANAL. CS O CHECKED BY: N- 687886.7, E- 2455129.4 CAUTION NOTICE CERTIFICATION OF COMPLIANCE JB/MW U NAVD 88 EL. 2743.07' DATE: cv THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN / / �O o THESE PLANS 15 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN SUBSTANTIAL CONFORMANCE WITH THE AGHD POLICY AND STANDARDS IN EFFECT 09 14 2021 V_ N THE FIELD. THE INFORMATION 15 NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE AT THE TIME OF PREPARATION. THE DESIGN PROFESSIONAL AGKNOWLEDGES Q o SEE SHEET C2.1 FOR BENCHMARK LOCATION. LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOGATION5 OF THAT AGHD ASSUMES NO LIABILITY FOR ERRORS OR DEFIGIENGIES IN THE DESIGN. O CONFIRM WITH ACCURATE SURVEYING & MAPPING PRIOR TO CONSTRUCTION. THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHIGH ALL VARIANCES FROM AGHD POLICY SHALL BE APPROVED IN WRITING. THE SHEET NUMBER � CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL EXISTING CONDITIONS AND STRUCTURES, NOT FOLLOWING VARIANCES, L15TED BY DATE AND SHORT DESCRIPTION, WERE T A d) SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED AND PROTECTED. EXISTING CONDITIONS AND STRUCTURES THAT APPROVED FOR THE PROJECT: NONE ARE DAMAGED DURING THE COURSE OF CONSTRUCTIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL C1.00 0 COST TO THE OWNER. THE CONTRACTOR SHALL BE REQUIRED AND RESPONSIBLE TO POTHOLE FOR ALL EXISTING UTILITIES Q TO VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF DEMOLITION AND EXCAVATION ACTIVITIES. f 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING UTILITY GENERAL NOTES PROJECT GENERAL NOTES ACHD STANDARD NOTES CITY OF MERIDIAN STANDARD NOTES \S E TE,p� 'L RESIDENTIAL & COMMERCIAL DEVELOPMENTS (MARCH 2O18) I. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE 5HOWN IN I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS I. ALL CONSTRUCTION WITHIN THE ADA COUNTY HIGHWAY DISTRICT (AGHD) PRELIMINARY . APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE AND/OR REQUIREMENTS OF THE CITY OF MERIDIAN PUBLIC WORKS RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE IDAHO NOT FOR EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING DEPARTMENT, AND/OR THE ADA COUNTY HIGHWAY DISTRICT. STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWG) AND THE AGHD GENERAL CONSTRUCTION CONSTRUCTION ° WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL 2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, DAMAGES WHICH MAY BE OCCASIONED BY HIS FAILURE TO EXACTLY RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAH5 OF STANDARDS, AND THE ISPWG WILL BE ALLOWED UNLESS SPECIFICALLY AND �F OF LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. I. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT �9RY wP�, 2. GONTRAGTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING FOR ALL BARRIGADES, SAFETY DEVIGES AND CONTROL OF TRAFFIC VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWG), B. CONNECTION POINTS WITH MEGHANIGAL PLANS AND MEGHANIGAL WITHIN AND AROUND THE CONSTRUCTION AREA. 2. AGHD WILL INSPECT ALL IMPROVEMENTS WHIGH FALL WITHIN THE AGHD THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWG (AND ANY CONTRACTOR PRIOR TO COMMENCING WORK. 3. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE RIGHT-OF-WAY OR EASEMENT INCLUDING BUT NOT LIMITED TO STORM DRAIN ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA z 5. ALL GONTRAGTOR5 GONDUGTING UTILITIES WORK SHALL HAVE IN THEIR MINIMUM REQUIREMENTS OF THE APPROVING AGENGIES OR AS SET FORTH CONSTRUCTION, TRENCH BAGKFILL PROCEDURES, ROAD WAY CONSTRUCTION COUNTY HIGHWAY DISTRICT (AGHD), AND/OR THE REQUIREMENTS OF THE IDAHO POSSESSION AT ALL TIMES, A COPY OF ALL RELEVANT 5PEGIFIGATION5. HEREIN, HHICHEVER IS MORE RESTRICTIVE. AND CONCRETE WORK. ANY WORK TO BE DONE WITHIN THE EXISTING TRANSPORTATION DEPARTMENT (ITV). THE MORE STRINGENT OF ANY OF THESE 4. CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY PLAN 4. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN RIGHT-OF-WAY WILL REQUIRE A SEPARATE PERMIT THROUGH AGHD STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. o M M DISCREPANCIES PRIOR TO CONSTRUCTION. ANY PLAN CHANGES MUST BE APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE CONSTRUCTION SERVICES DIVISION. THE CONTRACTOR WILL 5GHEDULE AND 2. THE GONTRAGTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN o N o APPROVED BY THE ENGINEER OF RECORD. EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING INSPECTION, REQUESTED THROUGH AGHD CONSTRUCTION SERVICES STANDARD 5PE6IFIGATION5 AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT & Ln a 5. GALL DIGLINE PRIOR TO EXGAVATION: I-800-342-1585. WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL SUBDIVISION INSPECTION STAFF, 208-387-6284, A MINIMUM OF 24 HR5. ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEB5ITE). FAILURE TO HAVE ° .Mo a) co oco 0 6. GONTRAGTOR SHALL PROVIDE THE ENGINEER OF REGORD THE FOLLOWING DAMAGES WHIGH MAY BE OCCASIONED BY HI5 FAILURE TO EXAGTLY PRIOR TO GONSTRUCTION STARTING. ACCESS TO A CURRENT COPY OF THE STANDARD 5PEGIFIGATION5 ON SITE COULD c E 7 m a CU Is 3: 0 z AS BUILT INFORMATION FOR RECORD DRAWING PURPOSES: LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. a) E T ' -° C0 M -D m BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. a a E 0 .E 0 rD c- - w A. HORIZONTAL LOCATIONS OF SANITARY SEWER MANHOLES AND 5. CONTRACTOR SHALL INFORM BREGKON LAND DESIGN OF ANY UTILITY SIZE 3. TRAFFIC, PLANS AND 5AWGUTS ASSOCIATED WITH THE CONSTRUCTION OF 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED ®APPROVED FOR CONSTRUCTION-& Q c� r- - co 0 � Y GLEANOUT5. OR LOCATION DISCREPANCIES PRIOR TO CONSTRUCTION. ANY UTILITY WILL BE COORDINATED AND APPROVED THROUGH BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. w N o L °-� a , m N `o v o B. RIM AND INVERT ELEVATIONS OF SANITARY SEWER MANHOLES AND b. ALL CONTRACTORS WORKING WITHIN THE PUBLIG RIGHT-OF-WAY ARE CONSTRUCTION SERVIGES SUBDIVISION INSPECTION STAFF OF AGHD, 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND > r- o ° r o 3 z GLEANOUT5. REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM THE 208-387-6284, PRIOR TO INITIATING ANY CONSTRUCTION. A PRE-GONSTRUCTION CONFERENCE PRIOR TO START OF WORK. v w w ` w 3 - r m m ° CD G. TYPES AND LENGTHS OF PIPES GOVERNING AGENCY A MINIMUM OF 48 HOURS PRIOR TO ANY 3 " w `� 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE w D. HORIZONTAL LOCATIONS OF FIRE HYDRANTS, DOMESTIC WATER CONSTRUCTION. 4. AGHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN ON SITE OR INSPECTION OF THE WORK 15 REQUIRED. NO WORK MAY BEGIN ON ANY • - • • ' VALVES AND DOMESTIC WATER METERS 7. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED FAGILITIES FOR GOMPLIANGE WITH ADA STANDARDS. AS A REMINDER, PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. N L 7. POTABLE WATER LINE AND NON POTABLE WATER LINE 6R0551N65 BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL BE SIDEWALK GROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO w REQUIRE 18" OF VERTICAL SEPARATION DISTANGE FROM OUTSIDE WALL OF USED BY THE PROJECT GONTRAGTOR(S). USE OF ANY PLANS ON THE JOB "TOLERANCES" ALLOWED. THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER PIPES. CONTRACTOR MAY NEED TO INSTALL POTABLE WATER LINE WITHOUT THE "APPROVED FOR GON5TRUGTION" STAMP SHALL BE GROUNDS VALVES. m GREATER THAN THE TYPICAL 4 FEET DEPTH TO MEET SEPARATION FOR THE ISSUANCE OF A STOP WORK ORDER. 5. TRUNCATED DOMES SHALL BE CONSTRUCTED ON ALL PEDESTRIAN RAMPS 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJEGT MUST MEET THE MINIMUM , REQUIREMENTS. HOWEVER, THE CONTRACTOR SHALL NOT INSTALL 8. 5UBSURFA6E 5TORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION WITHIN AGHD RIGHT-OF-WAY. DOMES SHALL BE CONSTRUCTED PER ISPWG REQUIREMENTS OF THE APPROVING AGENGIES. AT THE REQUEST OF THE APPROVING POTABLE WATER LINE WITH GREATER THAN 60" COVER FROM TOP OF BEDS AND 0RYWELL5) SHALL BE LOCATED AT LEAST 25 FEET FROM 50-712. DOMES SHALL BE GAST INTO THE GONGRETE (STAMPED GONGRETE AGENCY OR THE DE516N ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT PIPE TO FINISHED GRADE. WATER MAINS. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION o 8. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPT. YELLOW. REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. I. THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF WATER RESOURCES q• GONTRAGTOR SHALL GONTAGT DIGLINE 48 HOURS PRIOR TO ANY 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE (IDWR) AND IDAHO GODE. THE CONTRACTOR SHALL RETAIN A LIGENSED EXCAVATION. I-800-342-1585 6. ALL UTILITY IMPROVEMENTS ARE TO BE CONSTRUCTED TO ACCOMMODATE APPROVED PRIOR TO (A) BAGKFILLING TRENGHES FOR PIPE; (B) PLACING OF WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT 10. ALL CONSTRUCTION IN THE RIGHT-OF-WAY SHALL CONFORM TO THE THE COLLAR REQUIREMENT PER ISPWG 5D-616 AND BE IN AGGORDANGE AGGREGATE BASE; (G) PLACING OF CONCRETE; (0) PLACING OF ASPHALT PAVING. IDWR WESTERN REGION (334-21g0). LATEST EDITION OF THE ISPWG AND THE AGHD SUPPLEMENTAL WITH SECTION 703 OF THE ISPWG. q. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER q. EXISTING OVERHEAD POHERLINE5 SHALL BE RETAINED AND PROTEGTED SPEC,IFI GATI ON5. NO EXCEPTIONS TO DISTRIGT POLICY, STANDARDS, AND CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR o �( AS NEEDED TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE THE ISPWG WILL BE ALLOWED UNLE55 SPECIFICALLY AND PREVIOUSLY 7. ALL WATER VALVES, BLOW-OFFS, AND MANHOLES SHALL BE GRADED AND DEGISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE ° CONTRACTOR SHALL COORDINATE WITH IDAHO POWER GOMPANY TO APPROVED IN WRITING BY THE DISTRICT. PLACED SO AS NOT TO GONFLIGT WITH ANY CONCRETE CURB, GUTTERS, CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN , z ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES 11. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITY BUILDING SIDEWALK OR OTHER STREET IMPROVEMENTS. ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED AS REQUIRED. CONNECTION POINTS WITH MEGHANIGAL PLANS AND MEGHANIGAL CONSTRUCTION PLANS. 'I 10. EXISTING SEPTIC SYSTEMS A550CIATED WITH ANY ABANDONED BUILDIN65 CONTRACTOR PRIOR TO GOMMENGING WORK. 8. UTILITY STREET 6UT5 IN PAVEMENT LE55 THAN FIVE YEARS OLD ARE NOT 10. ANY DEVIATION FROM THE APPROVED PLANS AND 5PEGIFIGATION5 MUST HAVE ON THE SITE SHALL BE ABANDONED ACCORDING TO THE REQUIREMENTS 12. ALL PRIVATE UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THESE ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TEGHNIGAL PLANS, THE LATEST EDITION OF THE IDAHO SPECIFICATIONS FOR PUBLIC DISTRIGT'5 UTILITY COORDINATOR AT 208-387-6258 (WITH FILE NUMBERS) II. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF WORKS CONSTRUCTION AND THE PROJECT SPECIFICATIONS. IF FOR DETAILS. CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION z THE SEPTIC TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND DI5GREPANGIE5 OGGUR THE MORE STRINGENT REQUIREMENT SHALL BE OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT OUTLET PIPING SHALL BE DISCONNECTED FROM THE SEPTIC TANK. ALL ADHERED TO. Copyright©2021 Z BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC 13. PIPE TRENCH SHALL CONFORM TO THE LATEST 15PWC DIV15ION 300 AND g CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM Aurlghtsreserved, Reproduction or use in any o TANK TO THE DRAIN FIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL AND UTILITY GUT STREET REPAIRS) WITHIN AGHD RIGHT-OF-WAY SHALL BE THE CITY ENGINEER. or by any means withoutwnttenpermissionof W SD-301. BEDDING AND BAGKFILL SHALL BE CONSTRUCTED PER SECTIONS CONSTRUCTED TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO Breckon Land Design.Inc.is unlawful and subject to 0 VERIFY THE EXISTENCE OF A DRAINFIELD AND SHALL EXCAVATE THE 305 AND 306 OF THE ISPWG. WATER criminal prosecution w J DRAINFIELD SOILS TO AT LEAST THE MINIMUM GROUNDWATER LEVEL OR 14. ANY SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE USE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE 5P-3, AS DIRECTED BY THE GEOTEGHNIGAL ENGINEER AFTER FIELD SITE REPLACED IN A MANNER MEETING 15PWG SECTION 2020 AND THE 0.50 INCH (I/2") MIX, PG 64-28 FIVE INCHES (5") THICK, A5 A MINIMUM WITH I. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN a INSPECTION OF THE DRAINFIELD AREA. THE DRAINFIELD SOILS SHALL BE GONTRAGTOR'S EXPENSE. 4 OF 3/4 BASE AND 26 OF 6 MINUS PIT RUN. COLLECTOR, LOCAL THE "IDAHO RULES FOR PUBLIG DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS ` DISPOSED OF OFF SITE OR MIXED WITH THE WETLAND 5TRIPPIN65 IF COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE 5P-3, 0.50 0 INCH (I/2") MIX, PG-64-28 THREE INCHES (3") THICK AS A MINIMUM WITH 4" WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL z AUTHORIZEDHE CONTRACTOR SHALLY T14E BAGKFILAFTER R E DRAINFINSPECTIELD AREA W THN OF ED SOILS, GRADING GENERAL NOTES CONSTRUCTION NOTE NO. 1. a OF 3/4 BASE AND 20 OF b MINUS PIT RUN. LOCAL RESIDENTIAL STRUCTURAL FILL. ROADWAYS AND ALLEYS SHALL BE A SP-3, 0.50 INCH (1/2") MIX, PG 58-28 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE w I. ALL EARTHWORK INCLUDING CLEARING, GRUBBING, EXCAVATION, TWO AND A HALF INCHES (2.5") THICK, AS A MINIMUM WITH 4" OF 3/4" BASE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A EMBANKMENT, BAGKFILL, DEWATERING, AND EROSION CONTROL SHALL AND 14" OF 6" MINUS PIT RUN. USE WHICHEVER PAVEMENT SECTION 15 MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN O DEMOLITION GENERAL NOTES MEET THE 5PEGIFIGATION5 OF SECTION 200 OF THE I5PWG AS WELL AS GREATER. AND NON-POTABLE WATER MAIN TO GROSS WITH LESS THAN EIGHTEEN (IS) INCHES THE SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTEGHNIGAL OF VERTICAL SEPARATION, THE GROSSING SHALL BE CONSTRUCTED IN I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS ENGINEERING REPORT. 10. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC, DRINKING r n 0 H AND/OR REQUIREMENTS OF THE RDA COUNTY HIGHWAY DISTRICT THE 2• THE GONTRAGTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER V J LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS WITH THE CONSTRUCTION AREA UNTIL TEMPORARY AND/OR PERMANENT FOLLOWING CONDITIONS ARE L15TED IN SECTION 6000 HIGHWAY GUTS OF RULES (IDAPA 58.01.16). CONSTRUCTION (ISPWG), AND THE IDAHO DEPARTMENT OF ENVIRONMENTAL DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNGTIONING. THE AGHD POLICY MANUAL. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVIGES AND POTABLE WATER > ^ o QUALITY. NO EXCEPTIONS WILL BE ALLOWED UNLESS SPECIFICALLY AND 3. IF REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A 1). ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL SERVIGES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. �J J PREVIOUSLY APPROVED IN WRITING BY ALL APPROPRIATE ENTITIES. SHORT TERM ACTIVITY EXEMPTION PERMIT FROM THE IDAHO DEPARTMENT TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY WHERE IT 15 NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE W o ATER Q OF ENVIRONMENTAL QUALITY (DEQ). GONTAGT CRAIG SHEPHARD AT THE EQUIPMENT DURING TRENCHING OPERATIONS. MAIN TO GROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL 5EPARATION, 9 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE SOUTHWEST REGIONAL DEG OFFICE (575-0557). THE CONTRACTOR SHALL 2). IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50gS OF THE THE GROSSING SHALL BE CONSTRUCTED IN AGGORDANGE WITH SECTION 542.07 OF M w WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE, SUBMIT TO DEG A DEWATERING PLAN WHIGH OUTLINES THE LOCATION OF TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE THE IDAHO RULES FOR PUBLIG DRINKING WATER SYSTEMS (IDAPA 55.01.08) AND W N z GHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE PROPOSED BMP5 AND THE 5EQUENGING OF THE DEWATERING ACTIVITIES. ROADWAY SURFACE. SECTION 450.02 OF THE WASTEWATER RULES (IDAPA 58.01.160. L J.J B PREVENTION. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL BE 5). CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE 4. PLACE WATER 5ERVIGE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE w UTILITY COMPANIES OR DIGLINE (1-800-342-1585) FOR EXACT LOCATION A FREE OF SEDIMENT AND DEBRIS BEFORE IT LEAVES THE SITE. MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH WHEREVER THE 5ERVIGE LINE GROSSES A 5TORM WATER TREATMENT FACILITY (I.E. �1 ° MINIMUM OF 48 HOURS PRIOR TO DIGGING. 4. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR SHALL LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. SEEPAGE BEDS, DRAINAGE SHALES). �J w GLEAR THE 51TE OF ALL WASTE MATERIALS AND VEGETATION AND 4). FLOWABLE FILL OR IMPORTED MATERIAL MAYBE REQUIRED IF THE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER A5-BUILT SURVEY. BREGKON LAND DESIGN MAKES NO GUARANTEE THAT r1n 1 1 (� Q 3. UTILITIES ON THIS PLAN ARE BASED UPON RECORD DRAWINGS AND PREPARE THE 5UB6RADE AS RECOMMENDED IN THE GEOTECHNIGAL NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY AGHD INSPECTOR, SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER W � // UJ M � REPORT. ALL WASTE MATERIAL SHALL BE REMOVED FROM THE SITE AND DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE �J c THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES IN THE AREA, DISPOSED OF IN AGGORDANGE WITH ALL APPLICABLE REGULATIONS. THE 5). ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING PUBLIC, WORKS INSPECTOR. / , EITHER IN SERVICE OR ABANDONED. FURTHER, BREGKON LAND DE56IN v O o SITE SHALL BE PROOF-ROLLED PRIOR TO PLACEMENT OF FILL MATERIAL BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE TO ENSURE STABILITY OF 5UBGRADE. A REPRESENTATIVE OF THE SEWER Q CD EXACT LOGATION INDICATED AND HAS NOT PHYSICALLY LOCATED THE GEOTEGHNIGAL GON5ULTANT SHALL REMAIN ON SITE TO ENSURE PROPER 11. ABANDONED TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR Q UNDERGROUND UTILITIES. THE CONTRACTOR SHALL TAKE EVERY cv PLACEMENT AND COMPACTION OF STRUCTURAL FILL. FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND I. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN o PRECAUTION TO PRESERVE AND PROTECT EXISTING FAGILITIES NOT 5. NO WORK SHALL BE DONE WITHIN JURISDICTIONAL WETLAND AREAS UNTIL BACKFILLED WITH STRUCTURAL FILL PER 15PW0 5PEGIFICATION5. PROVIDE THE WASTEWATER RULES (IDAPA AS WELL AS THE STANDARDS AND SCHEDULED FOR REMOVAL AND GOORDINATE WITH THE PROJECT ., c- ENGINEER IF UNEXPECTED FACILITIES ARE ENCOUNTERED. A 404 PERMIT HAS BEEN ISSUED BY THE U5 ARMY CORPS OF ENGINEERS. SOILS R DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOP, SPEGIFIGATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. I. 0 ALL WORK WITHIN WETLAND AREAS SHALL ADHERE TO THE REQUIREMENTS ENGINEERED FILL PER ISPWG SPEGIFIGATION5 AND A COPY OF THE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE O 4. ALL DEMOLISHED DEBRIS MUST BE COMPLETELY REMOVED FROM THE SITE. OF THE 404 PERMIT. COMPACTION TESTS. WATER MAINS (SANITARY 5EWER, 5TORM DRAIN, AND IRRIGATION) SHALL BE A REMOVAL OF EXISTING CONSTRUCTION DEBRIS MUST CONTINUE TO EXPOSE b. STRIP AND 5TOGKPILE TOPSOIL AS RECOMMENDED IN THE GEOTEGHNIGAL MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN U J Q F E NATIVE, UNDISTURBED GRANULAR SOILS. SUITABLE NATIVE SOILS INGLUDE REPORT AND DISPOSE OF DEBRIS OFF-SITE. THE DEPTH OF STRIPPING 12. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTAGT AGHD AND NON-POTABLE WATER MAIN TO GROSS WITH LESS THAN EIGHTEEN (IS) INGHES a) ON, 6P, 6M, 5W, 5P, 5M IN ACCORDANCE WITH THE UNIFIED 501L GOULD VARY IN THE FIELD DEPENDING ON THE DEPTH OF THE ROOT ZONE, CONSTRUCTION SERVICES AT 208-387-6284 FOR VERIFICATION OF OF VERTICAL SEPARATION, THE GROSSING SHALL BE CONSTRUCTED IN I- ° CLASSIFICATION SYSTEM (U5G5). GONTRAGTOR SHALL COMPLY WITH ALL SOIL COMPOSITION INCLUDING SOIL TYPE, MOISTURE CONTENT AND COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Q z STABILITY AND THE WEATHER CONDITIONS DURING GONSTRUGTION. AGCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING RECOMMENDED GHNSTRUGTION CONSIDERATIONS, AS CONTAINED IN THE WATER SYSTEMS (IDAPA 55.01.05) AND SECTION 430.02 OF THE WASTEWATER PROJECT GEOTEGHNIGAL ENGINEERING REPORT. STRIPPING DEPTHS SHALL BE DIRECTED BY THE ONSITE GEOTEGHNIGAL 13. PRIOR TO REMOVAL OFANY EXISTING STREET 51GNA6E, COORDINATE WITH RULES (IDAPA 58.01.16). Er < L CONSULTANT. LOCATION OF STOCKPILED MATERIAL SHALL BE AGHD GON5TRUGTION SERVIGES TO DETERMINE IF REMOVAL CAN BE DONE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVIGES AND POTABLE WATER 5. AFTER REMOVAL OF ALL DEBRIS, THE EXPOSED, EXCAVATED AREA SHALL COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO PLACEMENT. AND/OR IF TEMPORARY SIGNAGE MAY BE NEEDED. o BE INSPECTED BY THE PROJECT GEOTEGHNICAL ENGINEER TO VERIFY 7. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE SERVICES OR POTABLE HATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. a SUITABILITY OF SUBGRADE FOR PLACEMENT OF STRUCTURAL FILL. THE GEOTEGHNIGAL REPORT. FILL MATERIAL WITHIN THE LOT AREAS SHALL BE WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER EXPOSED 5UBGRADE MUST BE IN A COMPACT, FIRM AND STABLE COMPACTED TO g53o MODIFIED PROCTOR PER THE REQUIREMENTS OF MAIN TO GROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE GROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.O1 OF CONDITION PRIOR TO FILL PLACEMENT. THIS WILL BE CONFIRMED BY ASTM D 1557. TESTING FREQUENCY SHALL ALLOW FOR A MINIMUM OF ONE ACHD SITE SPECIFIC NOTES THE IDAHO RULES FOR PUBLIG DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND rn PROOF-ROLLING THE 5UBGRADE IN A MANNER ACCEPTABLE TO THE COMPACTION TEST PER LIFT PER LOT. THE COMPACTION TESTS ON THE TESTING AND INSPECTION CONSULTANT. FINAL LIFT FOR EACH LOT SHALL BE SUPPLIED TO THE PROJECT ENGINEER I. FOR SUBDIVISION SIGN INSTALLATION;OUTSIDE INSTALLERS MUST BE SECTION 450.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). I I E AT THE COMPLETION OF THE PROJECT. BONDED WITH AGHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER GLASS PIPE LJJ 6. GONTRAGTODEMOLISHER SHALL BE RESPONSIBLE FOR DISPOSING OF ALL 8. THE 5UBGRADE WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE STRIPPED, SLEEVE WHEREVER THE SERVICE LINE GROSSES A STORM HATER TREATMENT r I� DEMOLISHED MATERIALS UM R APPROVED OFF-SITE LOCATION. THE COMPACTED, INSPECTED AND PROOF ROLLED WITH A HEAVY 2. CONSTRUCTION IMPAGTS MAY WARRANT ADDITIONAL CONCRETE CURB, U J `J CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THESE MATERIALS FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SHALES). ' RUBBER-TIRED FULL LOADED TANDEM AXLE OR EQUIVALENT PRIOR TO GUTTER AND ASPHALT REPLACEMENT, WHICH WILL BE AT THE AFTER REMOVAL FROM THE SITE. DISCRETION OF AND DETERMINED BY AGHD INSPECTION STAFF AS THE PLACEMENT OF FILL. FILL WITHIN THE ROADWAY AREAS SHALL BE ROADWAY 7. CONTRACTOR 15 RESPONSIBLE FOR SECURING AND PAYING FOR ALL COMPACTED TO NOT LESS THAN g53b OF THE MAXIMUM DRY DENSITY OF PROJEGT PROGRESSES. WHERE EXISTING GUTTER PAN IS IMPACTED, THE 'w o PERMITS REQUIRED BY ANY POLITICAL SUBDIVISION OR AGENCY. THE SOIL AS INDICATED BY ASTM D6g MINIMUM ASPHALT GUT LINE OF 2-FOOT WILL BE ENFORCED. 8 IN FLEXIBLE PAVEMENT AREAS. I. ALL CONTRACTORS WORKING WITHIN THE PUBLIG ROAD RIGHT-OF-WAY ARE („ Q q. STRUCTURAL FILL IS DEFINED BY THE GEOTEGHNIGAL CONSULTANT. SEE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM AGHD OR ITD 8. CONTRACTOR SHALL BE REQUIRED TO PROVIDE A WATER TRUCK, A5 3. E. QUARTZ CREEK ST. IS CLASSIFIED AS A COLLECTOR ROADWAY, S. AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. GEOTEGHNIGAL REPORT FOR ADDITIONAL INFORMATION. PREVAIL WAY 15 GLA551FIED AS A LOCAL ROADWAY, AND S MERIDIAN NECESSARY, FOR DUST ABATEMENT DURING DEMOLITION AND REMOVAL 10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE 2. AGHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO OPERATIONS. RD. IS CLASSIFIED AS A STATE SYSTEM PRINGIPAL ARTERIAL. SEE ^ Z WHICH TREES WITHIN THE PROJECT LIMITS ARE TO REMAIN AND WHIGH ARE AGHD STANDARD NOTE q FOR ADDITIONAL GUIDANCE. INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. �J J w q. CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PREVENT TO BE REMOVED. 1 1 p o ANY SOIL OR OBJECTIONABLE MATERIAL RUNOFF FROM LEAVING THE SITE, 11. TOPSOIL AND OTHER STOCKPILE AREAS TO BE COORDINATED BETWEEN PRESSURIZED IRRIGATION G v OR ENTERING THE PUBLIC RIGHTS-OF-WAY. CONTRACTOR AND OWNER BEFORE THE START OF CONSTRUCTION. 0 12. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE I. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE 10. CONTRACTOR SHALL REMOVE ORGANIC OR DISTURBED SOILS WITHIN OF INTENT FOR CONSTRUCTION ACTIVITY WITH THE EPA. IRRIGATION DISTRICT IN WHIGH IT IS BEING CONSTRUCTED. CLEARING LIMITS SHOWN ON THE CONSTRUCTION PLANS TO DEPTHS AS 15. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE 2. INSTALL A REDUCED PRESSURE BAGKFLOW PREVENTER IN ANY CONNECTION c� RECOMMENDED PER THE GEOTEGHNIGAL REPORT, AND WASTED OR MINIMUM REQUIREMENTS OF THE APPROVING AGENGIES OR AS SET FORTH BETWEEN THE POTABLE HATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. e, >-w Ix W U o STOGKPILED FOR LATER USE. ADDITIONAL DEPTHS MAY BE NEGESSARY HEREIN, WHICHEVER 15 MORE RESTRICTIVE. CONTRACTORS MUST FURNISH THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL 00°� OE O TO OBTAIN SUITABLE SUBGRADE MATERIALS AS DETERMINED BY THE PROOF THAT ALL MATERIALS INSTALLED ON TH15 PROJECT MEET THE ,�"u, U.z� QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. ` r y W G�O 7 j GEOTEGH CONSULTANT. REQUIREMENTS AT THE REQUEST OF THE AGENCY AND/OR THE ENGINEER. W CIO 0 LL 0 o- Q 11. GONTRAGTOR SHALL CLEAR AND GRUB ALL EXISTING UNSUITABLE TOPSOIL DRAINAGE // z m 14�w -C AND VEGETATION WHERE STRUCTURAL FILL IS TO BE PLACED. CONCRETE GENERAL NOTES �/ H N o m a 4 z ca I. FOR ANY DRAINAGE FAGILITIES WITHIN A PUBLIC RIGHT OF WAY, AGHD OR ITD 0 c 4 a o m CONTRACTOR SHALL STOCKPILE MATERIAL IN DESIGNATED ON-SITE SPOIL j Q n u D w Z C r�� PILE LOCATION FOR LANDSGAPING. MATERIAL IN EXCESS OF THE SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES J z O w LANDSCAPING NEEDS SHALL BE DISPOSED OF IN AN APPROVED OFF-SITE I. CONCRETE MATERIAL5 SHALL MEET 15PW6 SECTION 703 PART 2.1. THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION O � LOCATION. 2. AD MIXTURE SHALL MEET I5PH6 SECTION 705 PART 2.2. AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE 3. GONGRETE MIX SHALL MEET ISPWG SECTION 705 PART 2.4. AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN REVISIONS 12. ITEMS SHOWN ON THE DEMOLITION SHEET REPRESENT THE EXISTING 4. WORKMANSHIP SHALL MEET ISPWG SECTION 703 PART 5.1. PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. No. Date Description CONDITIONS OF THE SITE PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL FOLLOW WEATHER AND TEMPERATURE LIMITATIONS AS SPECIFIED IN ISPWG SECTION 703 PART 3.2. CONCRETE PLACEMENT SHALL MEET ISPWG SECTION 705 PARTS 3.3, 5.4 GEOTEXTILE GENERAL NOTES Q AND 5.5. rs' I. IF REQUIRED, CONTRACTOR SHALL USE APPLICABLE CONSTRUCTION TEMPERATURE CONTRACTOR SHALL 015GONTINUE OPERATIONS WHEN DESCENDING AIR TEMPERATURE REACHES 35°F OR LOWER. FURNISH CONCRETE THAT WILL GEOTEXTILES A5 5PEGIFIED IN ISPWG SECTION 2050. HAVE A TEMPERATURE OF AT LEAST 50°F AND NOT MORE THAN 85°F AT PROJECT NO.: THE TIME OF PLACING. 20021 Cn B � AGGREGATE AND ASPHALT 8 204 ANDN3. CEMENT CONCRETE SHALL MEET ISPWG SECTION 706 PARTS DRAWN BY: z > g. FOR PRECAST APPLICATIONS, CONTRACTOR SHALL PROVIDE SUBMITTAL CS O GENERAL NOTES TO THE ENGINEER OF RECORD SHOWING COMPLIANCE WITH ISPWG SECTION CHECKED BY: 104 PARTS 1, 2, AND 3. I. CONTRACTOR SHALL USE UNGRU5HED AGGREGATES MEETING ISPWG JB/MW U cv 2. CONTRACSECTIONTOR 01. 0 OR SHALL USE CRUSHED AGGREGATES MEETING ISPWG SECTION STREET LIGHTING GENERAL NOTES TRAFFIC CONTROL GENERAL NOTES 0si14/2021 0 b02.IZA O 3. CONTRACTOR SHALL USE PLANT MIX AGGREGATES MEETING I5PWG I. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND GUT SHEETS MEETING 1. CONTRACTOR SHALL USE TRAFFIC CONTROL METHODS DURING o SECTION 505. ISPWG SECTION 1102 PART 1.4. GON5TRUGTION THAT MEET ISPWG SECTION 1105, IF NEEDED. SHEET NUMBER 00 4. CONTRACTOR SHALL USE ASPHALT PAVEMENT PROCEDURES MEETING 2. GONTRAGTOR SHALL FURNISH MATERIALS MEETING 15PW6 5EGTION 1102 2. CONTRACTOR SHALL INSTALL PERMANENT PAVEMENT MARKINGS MEETING T A I5PWG SECTION 805. PART 2. ISPWG SECTION 1104. C1.01 U 5. CONTRACTOR SHALL USE PLANT MIX PAVEMENT MEETING 15PWG SECTION 3. CONTRACTOR SHALL COMPLETE WORK MEETING ISPWG SECTION 1102 PART 3. GONTRAGTOR SHALL INSTALL PERMANENT TRAFFIC SIGNS MEETING ISPWG 9 510. 3. SEGTION 1105. 0 cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING E EN \STE a PRELIMINARY EP eM P P -� -� __ aM I e e NOT FOR ° E E. QUARTZ CREEK ST + �E. QUARTZ CREEK STf�f ff — — — — PHASING LEGEND CONSTRUCTION _ ' > — — EXISTING PROPERTY LINE �9Ry B Q I w PROPOSED LOT LINE — — — — PROPOSED RIGHT OF WAY ° 0 U M 1 ® 07 © 05 ® 03 02 0 02 2 3 4 5 6 7 w O O O O O O -J O PHASING LIMITS o M ° LO } 0 �tj .4 o o / Q m E w o L E a a � � 3 o w cn � 2LEE.Na mcp � m w E. JARVIS ST — — — — — E. JARVIS ST / ® o � a � o N o � o Lo ra D O w o o ® o © 20 19 ,$ PHASE 1 13 o c� 1 0 L ,4 w o PHASE 2 o _ li w >0 Y 19 © 12 > 0 \ a O \ z U) O U 10 7 (Y z 0 0 ,8 0 a I F. yF�l eM o w K O TR_q EO U) R 17 1 w O w l 16 O 15 w w z 14 z Copyright©2021 = Z All rights reserved, Reproduction or use in any form ❑ or by any means without written permission of 2b Breckon Land Design.Inc.is unlawful and subject to 0 J0 criminal prosecution 0 s \ w a Q o z Y zw \ o i ® FP PRAIRIE VIEW LN. EP o O z z o a z vJ w ° w 0 A U m z sy w N 0 UJN N LL c) (0 z w G N �� 1 w � wQ I U Q Q O n V N L1 N CD T PHASING PLAN w < - F E N 100 0 100 200 300 > - z SGALE: I"= 100'-O" Q m c 0 0 www 70 C3 2 E z 0 v (D w LL Q V�^ a J z DQ w N Wm�LLOOH NCWit7w��m9� 0 �QC7000WW m0o9Qom NO Q2Zz C J Z Q'Ox OW O N REVISIONS No. Date Description Q U D CID IC PROJECT NO.: 20021 B DRAWN BY: z > CS CHECKED BY: O JB/MW U CID DATE: 0 09/14/2021 0 N Q 04 o SHEET NUMBER 0 o T A N 0 C1.02 i- CID 1 2 3 4 5 6 7 8 9 10 1 11 1 12 113 114 115 116 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING >Q > F PRELIMINARY !== \ � � \ NOT FOR w J \ FP + P EP —E� �— EP - - -E�--� —E'� - -E — E E. QUARTZCREEKST'—� EPA — 2 3 v CON8TRUCTION FIN 4 — J "D �Ry B. WP \ / i 777777 /� // //m77TiiiT7TJTli // /�r�Tl \110 _— T 5 To — 5 To — — — Zo 5 — — —T�-TIelp _ — = T 5 T T _ 5 / o ok4 17 17 16 M / \ _ — Ji o N 6 w I� 0 to i — / \ � � z 11 ' \ � - - - - ,-7 — l ` ` a) = act 3 o w I KEY MAP - 2 ° m Cu w o.� E L m - D O Z [J �wU' m N CU CO q � c' o _ o _ DEMOLITION LEGEND - w \ `\\ EXISTING PLANTS TO REMAIN m o - a \ z EXISTING PLANTS TO BE REMOVED 2734 \ o I I 11 1 111 I I / EXISTING PROJECT PROPERTY I 1 I 11 I I I I \ \ BOUNDARY o K / ❑ ' I I / / / / I I j I — — o PROPERTY LINES , w / Z ' I �I / // / / I I I I \ / / \ \ CONSTRUCTION LIMITS. I ,r cd 19 TEMPORARY 6' HIGH CHAIN LINKo m J� ' I, I I \ I I I I 12 73 rJ / — — — — — \ X X EXISTING FENCE TO REMAIN Copyright©2021 Z I I 15 I I IIII - — — _ - - — — �!1 SOIL TESTING LOCATION - SEE All rights reserved. Reproduction or use in any form ❑ or by any means without written permission of 2b SPECIFICATIONS Breckon Land Design,Inc.is unlawful and subject to o criminal prosecution. w � EXISTING SIGN w � a EXISTING PONER POLE o - - 1 27 36 — _ / / _ _ — APPROXIMATE AREA OF ASPHALT z REMOVAL w APPROXIMATE AREA OF CONCRETEco o H I — _ I I I I lj/ I I I I //// /� // / � _ \ \\ REMOVAL N z w 2737 ol DEMOLITION NOTES \_ — I. COORDINATE ALL DEMOLITION, GRADING, AND W N — — — — — // / // / 21 \ \ \ \ ` AND ELECTRICALEARTHHORK RENG�EERING S EETS.NS HITH CIVIL, EGHANIGAL, w z N 2. CONTRACTOR SHALL REFER TO SPECIFICATIONS o -- 2�38 _ — — — _ / / �� AND DETAILS FOR ADDITIONAL REQUIREMENTS. U) (0 :E < 12 / / 5. LIMITS OF HORK ARE IDENTIFIED ON PLANS. CO UJ 4. IN THE EVENT OF A DISGREPANGY, NOTIFY THE .J Q DESIGN PROFESSIONAL IMMEDIATELY. w CO CID 00 DEMOLITION CALLOUT Q p Z N I LEGEND .. / \ \ \� \\ SAWGUT AND REMOVE EXISTING ASPHALT. o I �I I IIII � � \` r- - \\ _ - - _ - - /��/♦ / REMOVE A MINIMUM OF 2'-0" FROM EXISTING F i- I \ I \\ I I/ Il I \II\i — — — — _ _ 21 _ \ \ 21\\\\ /\ /♦/ \ \/// O PAVEMENT EDGE REFER TO ROADWAY PLANS. UJ I ll�ll 7 I� I 2742 \\ \ / / / REPAIR PER 15PNG STANDARD DRAWING SD 30I. 0 1 III n 1 \ /\ _ — — _ _ 21 �� \_/♦\ / // 2 SAVE AND PROTECT EXISTING SANITARY SEVER. 2�4`3 \ SAVE AND PROTECT EXISTING WATER MAIN. Moil UJ c // �� I IIII i / 1 — — — — — — 2,� ``\ 1 \ \ �� — / / // ' 4 DRAG AGE PLANVE . STORM DRAIN PIPES. SEE W W o / �� w 0 REMOVE EXISTING BORROW DITCH. > z E // 4— \ �- 2� \\\ \� I I \ — — ` _ 2� ' © SAVE AND PROTECT EXISTING DRAINAGE SHALE. UJ _ _ I — 2� I I I/O \ — \ �`S \ \ I l / \ 2, 4/ 2 REMOVE AND FILL EXISTING DRAINAGE SHALE. I I II \ — \ I I 6 9 _ — SLp ) / O BACK FILL TO FINISH GRADE AND COMPACT AS w I III � — SPECIFIED. I II 15 2� \ I — v / U— �6 \ REMOVE AND RELOCATE EXISTING SIGN. REMOVE EXISTING FENCING AND GATES. v/ POWER POLES AND OVERHEAD ELECTRICAL LINES 2 _ — 10 TO BE REMOVED/RELOGATED BY LOCAL UTILITY. CD z o / --r — — ` � \ 1 \ \ \\ — _ — — COORDINATE WITH LOCAL UTILITY. 13 _ � \ _ _ SAVE AND PROTECT EXISTING DRAINAGE 5 LJJ D ❑ \\ 1 IS`� 'I�� \ \t I \ / EP EP EP 11 STRUCTURES AND PIPING.6 EP L SAVE AND PROTECT EXISTING IRRIGATION ( , ® \� J L ` I EP EP EP _ — — — — STRUCTURES AND PIPING. b a o= �' v ® � _ \ \ EP _ _ — — — 13 REMOVE EXISTING MONUMENT SIGN, HALLS AND y w W m c z I O E. SHAFER VIEW DR. \ — — O o `` z W °z VEGETATION. REFER TO LANDSCAPE PLAN. \ 7 �� C1t7W_C9� Q NZ HY�� 14 SAVE AND PROTECT EXISTING VEGETATION. C7 �a t7 a oe W W NO uzzn / N� \ 4 \ 15 SAVE AND PROTECT EXISTING POWER POLE. Z w z a_ RELOCATE EXISTING RRIGATION MANHOLE PER 13 \ \ \ GRAVITY IRRIGATION PLAN. ADJUST RIM ELEVATION O 15 \ 16 REVISIONS � 7481 PER PLANS. No. Date Description / \ \ RELOCATE EXISTING LIGHT POLE AS NECESSARY. U v \\\ 17 CONTRACTOR SHALL VERIFY EXISTING LOCATION AND IDENTIFY ANY CONFLICTS WITH PROPOSED 11 IMPROVEMENTS CID 18 REMOVE EXISTING SAND AND GREASE TRAP. PROJECT NO.: 11 19 REMOVE EXISTING IRRIGATION PIPING. 20021 V) B \ // ^ DRAWN BY: z > / 2O REMOVE EXISTING GRAVEL ACCESS ROAD CS w �274 21 SAVE AND PROTECT EXISTING GRAVEL AGGE55 CHECKED BY: O \ O ROAD JB/MW U 1 \ Q SAVE AND PROTECT EXISTING PUMP HOUSE DATE: O o I \ 09/14/2021 o O N \ \� CA dZI DEMOLITION PLAN SHEET NUMBER A � T o N 50 O 50 100 150 C1.03 SCALE: I"= 50'-0" r cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING S�C�'E EN c,\STE i PRELIMINARY j ® NOT FOR w 1 CONSTRUCTION B. > ,7 0 ' ,-72,5 \ \\\ \\\\ \\\ M E M \ \ \ \ \ \ \ \\\ o N o t U C0 ° N C � a ,� 0 co L 17 E.� (0 CD \ \ \ \ \ ) E � cu ov m CM co o �oa ° co coN Lo Y o mQ� a� c ID � � o m.m-o 3 � c Z � a \ \ \ \ \ r0 L L L N O CD L Z KEY MAP _ \\ \\ \\ \ \ \\ \\ \ \\ \ \ \ U J W CJ J L CD f0 � \ \\ \ \\ \ 2 �� \ \ \ 1 \ \ N • • • • • = 3 W W co CD 0 ■ m QD '\ DEMOLITION LEGEND 2 728 _ \ _ 1 \ \ \\ \ \ \ EXISTIN6 PLANTS TO REMAIN 27,30 EXISTING PLANTS TO BE REMOVED ` o 2 732 — \\ \\ \\ \ \ \ \\ — — EOU TINE PROJECT PROPERTY \ \\ \ \ \ ` \ \\ \\ \ \ \ \\ \ — — PROPERTY LINES I o 2733 — \ \ \ \ \ \ I N CONSTRUCTION LIMITS. w \ _ — — — \ \ \ \ \ \ \ \ \ \ \ \ _r, r, TEMPORARY 6' HIGH CHAIN LINK Copyright©2021 Z \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\\ \ \ FENCE All rights reserved. Reproduction or use in any form ❑ 2 7 \ \ \\ \ \ \ \ \ \ or by any means without written permission of 2b 35 \ \ \ \ \ \ \ y \ \ X X Breckon Land Design,Inc.is unlawful and subject to 0 — _ \ \ \ \ \ \ EXI5TIN6 FENCE TO REMAIN criminal prosecution. a 2 736 _ _ \ \ \\ \\ \\ \\ \ \\ \\` I \ 1p SOIL TESTING LOCATION - SEE Q \\ \ � � � - - - - - - - - - - - - \\ \ \\ \\ \ \ \\ \\ \ \ \ 1 \ SPECIFICATIONS 2737 01 EXISTIN6 SIGN _ - - - - - - - - _ - - - _ _ _ - - - - - - \ \ \\\ \\ \\ \\ \ \ \\ \\� 11 \ EXISTIN6 POWER POLE o 97 R _ \ w Un _ __ __ O = — 2 741 \ \ \\ \\\ \\ \ \1 \ I\ \\ \ 1\ \ I \ APPROXIMATE AREA OF ASPHALT z 21_ _ — L rn 01 77 APPROXIMATE AREA OF CONCRETE 21 ', REMOVAL M \� 1 DEMOLITION NOTES Z w 21 I. COORDINATE ALL DEMOLITION, GRADING, AND Q01 EARTHWORK OPERATIONS WITH CIVIL, MECHANICAL, C� C0 � (� - _� �/ \`\\ \ \ \ \\ \ \� \ �] \ \\ \\ \ I I AND ELECTRICAL ENGINEERING SHEETS. � w Q = \ _ — \ \ \ \\\\ \ \ \ \ I I I 1 1 2. CONTRACTOR SHALL REFER TO 5PEGIFIGATION5 I I I +� �/ \ \ \ \ I AND DETAILS FOR ADDITIONAL REQUIREMENTS. W 3. LIMITS OF WORK ARE IDENTIFIED ON PLANS. \ \ \ 18 SD \ \ \ \ I \ 1 4. IN THE EVENT OF A DISGREPANGY, NOTIFY THE U DESIGN PROFESSIONAL IMMEDIATELY. Q O z DEMOLITION CALLOUT ±150 LF 4 \ 1 r \ \ \\\\ 1 \ 1 Z O \\ f LEGEND uw Q J F � 1 I �� I \\ � 1 \ \I I \ \ \` \ 21 _ I1 SAWGUT AND REMOVE EXISTING ASPHALT. z I 1\ I I \ I \ I II \ O REMOVE A MINIMUM OF 2'-0" FROM EXISTING_ PAVEMENT EDGE REFER TO ROADWAY PLANS. \ 21 / 1 I I I l \\ REPAIR PER 15PWG STANDARD DRAWING 50 301. S C 21 �I l \ 0\ I \ \\ \ \ \\ \ 1 2 SAVE AND PROTECT EXISTING SANITARY SEWER. w I I I � WW D I I II `\ � I I I \1 \ \\ \ \ \\ /� � � $ SAVE AND PROTECT EXI5TIN6 WATER MAIN. 5 w Q 4 REMOVE EXISTING STORM DRAIN PIPE5. 5EE > G 21 — � \ \ Z 1 � � DRAINAGE PLAN. \ IrLU E � / I I 11\ \ \ �� j � � � ` � REMOVE EXISTING BORROW DITCH. L � I \ � I I � �- - - III I W � \\/ \ LL 1 I I 12 \ 21 \\ O SAVE AND PROTECT EXISTING DRAINAGE SCALE. ,\ I REMOVE AND FILL EXISTING DRAINAGE 5WALE. BACK FILL TO FINISH GRADE AND COMPACT A5 SPECIFIED. T \ REMOVE AND RELOCATE EXISTING SIGN. y ♦ ) vJ LU D � _ — ±200 LF REMOVE EXI5TIN6 FENCING AND GATES. ® \ POWER POLES AND OVERHEAD ELECTRICAL LINES � ` / \ 10 TO BE REMOVED/RELOCATED BY LOCAL UTILITY. COORDINATE WITH LOCAL UTILITY. — — \ ® 11 12 / O SAVE AND PROTECT EXISTING DRAINAGE w (D \ 11 STRUCTURES AND PIPING. b a o= w — — � \ F ` 12 SAVE AND PROTEGT EXISTING IRRIGATION \� 'Lou m c c III n O \ 5,�, STRUCTURES AND PIPING. �� z00;7 _ 0 W z 0 Q Nz HYW1 (� NO Q2zn \ � 13 REMOVE EXISTING MONUMENT SIGN, WALL5 AND m 4 c 64 a o m m C I FOR \ VEGETATION. REFER TO LANDSCAPE PLAN. J a 0 w z I1z�W O \ \ \ \ 14 SAVE AND PROTECT EXISTING VEGETATION. — �, 15 SAVE AND PROTECT EXISTING POWER POLE. REviSiONS C- No. Date Description \ � 16 RELOCATE EXISTING IRRIGATION MANHOLE PER U GRAVITY IRRIGATION PLAN. ADJUST RIM ELEVATION \ PER PLANS. D CID RELOCATE EXISTING LIGHT POLE AS NECESSARY. CON°>' 1T AND TIDENTI Y ANY CONRACTOR SHALL FLICTS W TH PROPOSED LOCATIONIFY EX15TIN6 PROJECT NO.: IMPROVEMENTS 20021 U) B ) 18 REMOVE EXISTING SAND AND GREASE TRAP. DRAWN BY: z > CS19 REMOVE EXISTING IRRIGATION PIPING. CHECKED O w CHECKED BY: 2O REMOVE EXISTING GRAVEL ACCESS ROAD JB/MW U `n DATE: 21 SAVE ROAD AND PROTECT EXISTING GRAVEL ACCESS 09/14/2021 0 N /\ O CA SHEET NUMBER A o T DEMOLITION PLAN9 T N 50 O 50 I00 150 C1.04 SCALE: I"= 50'-0" r cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING ©� SIGNAGE AND ��F_��O\STEp� ® LIGHTING LEGEND PRELIMINARY ; BM M U ° N T F R EP + EP EP EP EP EP EP EP EP EP EP EP EP EP EP® EXISTING PROPERTY LINE CONSTRUCTION 7 E. QUARTZ CREEK ST — �F OF 7 4 PROPOSED LOT LINE qRy W o g P W PROPOSED R16HT OF WAY Z o PROPOSED SIGN W � PROPOSED STREET LIGHT a M EXISTING SIGN ID _ E o > I III IIII 5 1 S1 �v .o N a cn � 01 III IIII IIII III I S12 S11 2 Q 2 S3 84 m-E E ° I I I SIGNAGE AND IIII IIII I I S2 3 m � 0 0 L (D�MM-/ m w iU 1� p� � p � w � � m IIII IIIII � a = IIII IIII LIGHTING CALLOUT 01 � �w � � oN z c o w j � p m.m c ?� N iu � - a II IIII 0 © ® O � � � � � x ° Z I 812 S11 2 • • • • • . 3iia co III IIII a 1 INSTALL STOP 516N PER MUTGD RI-I AND DETAIL I. _ a IIII 2 INSTALL STREET NAME 516N PER MUTGD D5-1 AND DETAIL I. N IIII IIIII I I S6 54 2 O INSTALL 20 MPH SPEED LIMIT SIGN PER MUTGD R2-1 AND II ; 4 I 3 DETAIL 1. , INSTALL 25 TYPE 11 STREET LIGHT (SQUARE STEEL WITH 000 BRONZE POLYESTER COATING) AND BASE PER CITY OF MERIDIAN STANDARD DETAIL T2 AND T5. INSTALLATION SHALL CONFORM TO THE CITY OF MERIDIAN PUBLIC, WORKS / E. JARVIS ST DEPARTMENT DE516N STANDARDS 2016, SECTION (b. rj MONUMENT/ENTRY 516N BY OWNER. SEE LAN05GAPE PLAN. K I _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — fj SAVE AND PROTECT EXISTING STOP 516N o I z 4 S13 2 0 2 S14 O RELOGATE EXISTING STREET LIGHT. SEE DEMOLITION PLAN I ";, , w 2 S6 SS I I I I I FOR ADDITIONAL DETAIL Q I 1 S1 I I INSTALL TYPE III TERMINUS BARRICADE AT ROADWAY I I o 4 TERMINUS PER AGHD 201-7 SUPPLEMENTAL SPECIFICATION I 2 S6 S10 I I I O STANDARD PRANIN65 0-1152B. INCLUDE 516NE THAT STATES Z 11 ; I IY "THIS IS A DESIGNATED COLLEGTOR ROADWAY. THIS STREET w FT ® © I O 1 g I WILL BE EXTENDED AND WIDENED IN THE FUTURE." Copyright©2021 = I z Q I I � 20 19 O All rights reserved. Reproduction or use in any form ❑ Z U— INSTALL TYPE 11 TERMINUS BARRICADE AT SIDEWALK or by any meansDesign, n,Inc.is unlawful ul and permission of w I ! w Breckon Land Design,Inc.is unlawful and subject to 0 TERMINUS PER AGHD 201-I SUPPLEMENTAL SPECIFICATIONS criminal prosecution. 17 O p W r► IIII III 0 I O I I STANDARD DRAWING SD-1152A. o I Q I I co I IIII III 1 _I SIGNAGE LEGEND — — — — — — — — 19 I 01 w I ------------ HIM 12 I Z W III III o W I IIIIIII IIIIII I I I I � / � - - - - - - S1 S2 S3 � O(MUTGD R14 - _ o❑ H I IIII \/�� / — — , SPEED E. Quartz Creek St Z01 LIMff 9"x 30"(MAXIMUM) ` \ zJ2 S8 S9 / I I I H� 4 I ® 4 / 18 i ' STOP J m ^ W III III ` > 201 > 30"x 30" 18"x 24" W N o wm S6 W S4 S5 a I _ _ c) co z W 2 S9 S10 / (MUTCD D3 1) (MUTCD D3-1) (MUTCD D3 1) G � ' S, Prevail Wayll tal Creek Ave, E. Jarvis co St. LLJ W � T 0D \ \\ i o \ NE��TRppE / ` 17 ' 9"x 18"(MINIMUM) 9"x 36"(MAXIMUM) 9"x 18"(MINIMUM) ! , \ U _ _ _ _ S7 S8 S9 C) O (-D — — 16 ` \ ' (MUTCD D34 (MUTCD D34 (MUTCD D34 J 15 - ' E, Jarvis Ct. S. Snowden Ave. Heliotrope E. Z L IIII IIII \ � � Dr. � 0 IIII IIII ` / 9"x 18"(MINIMUM) 9"x 24"(MINIMUM) 9"x 24"(MINIMUM) w Q IF E IIII IIII > I \ 14 Z z IIII IIII rn \ / Q IIII IIII I _ S10 S11 S12 � III IIII Q � � \ � / � — — _� (MUTCD D3-1) (MUTCD R4-7A) (MUTCD OM-3R) Q III IIII III IIII S. 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USE THE ONLINE CITIZEN PORTAL AT No. Date Description HTTP5://CITIZENPORTAL.MERIE)IANGITY.OR6/GITIZENAGGE55/ TO U Q OPEN A PERMIT AND REOUE5T IN5PEGTION5. \ / / 5. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE \ / BASE REINFORGIN6, BEDDIN6, BAGKFILL, AND FOR THE POLEIr CID I / AND ASSOGIATED WIRING. Ir 4. STREET LIGHT BA5E5 SHALL BE LOCATED 10'MIN. FROM TREES, PROJECT NO.: \ / 5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS. 20021 5. KEEP ACCURATE NOTES OF GONDUIT, JUNGTION BOX LOCATIONS. B \ ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET DRAWN BY: z > I TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A CS / HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT O \ / PRIOR TO REQUESTING FINAL INSPECTION. CHECKED BY: 0 6. GONTAGT THE CITY TRANSPORTATION AND UTILITY JB/MW U COORDINATOR (208) 8C18-5500 FOR QUESTIONS REGARDING UTILITY GONFLIGTS, OR TO AGGE55 LOCKED METER PEDESTALS. DATE: O I � 09/14/2021 o N O CA SHEET NUMBER CD A T SIGNAGE AND LIGHTING PLAN T a10 N 50 O 50 100 150 Cl-05 SCALE: I"= 50'-0" cn 1 2 13 14 15 1 6 1 7 1 8 19 110 111 1 12 1 13 1 14 1 15 1 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING L EN SIGNAGE AND `sTE �ti LIGHTING LEGEND PRELIMINARY j NOT FOR w CONSTRUCTION ° EXISTING PROPERTY LINE �F OF NT PROPOSED LOT LINE �9RY B wP�' o PROPOSED R16HT OF WAY ° Z o PROPOSED SIGN ° w "Q M 8 PROPOSED STREET LIGHT o M w EXISTING 516N o 0 0 r o �U .o N a zI - - - - — E. QUARTZCREEKST - - - - - - - - - - - - - - - - - - - - - - 4 Maui E mu . .E cc: on CD : w SIGNAGE AND a) or- co- ° � w 1 LIGHTING CALLOUT 1 �� w v�i.2Z a ICON o — o N a m O ui Z -/.�{ j C o C C 0j N C ) Z - \ I Z S3 SJ \ U J W C7 J L Co f0 • • • • • • � W W W C7 W \ 1 INSTALL STOP SIGN PER MUTGD RI-I AND DETAIL I. . _ ■ ■ - Z Q \ 2 INSTALL STREET NAME SIGN PER MUTGD 03-1 AND DETAIL I. — —T — — — 1 L w W I 1 \ \ \ 3 INSTALL 20 MPH SPEED LIMIT SIGN PER MUTGD R2-1 AND m S2 3 I I \ \ O DETAIL 1. , INSTALL 25 TYPE II STREET LIGHT (SQUARE STEEL WITH Q I \ BRONZE POLYESTER COATING) AND BASE PER CITY OF Z O2 ® ® OS © OO I O2 O MERIDIAN STANDARD DETAIL T2 AND 1-3. INSTALLATION o SHALL CONFORM TO THE CITY OF MERIDIAN PUBLIC WORKS m U O DEPARTMENT DESIGN STANDARDS 2016, SECTION 6. ° MONUMENT/ENTRY SIGN BY OWNER. SEE LANDSCAPE PLAN. U z I I I I I 1 I I \ \ SAVE AND PROTECT EXISTING STOP 516NK o ORELOCATE EXISTING STREET LIGHT. SEE DEMOLITION PLAN , w FOR ADDITIONAL DETAIL INSTALL TYPE III TERMINUS BARRICADE AT ROADWAY I I ° \ TERMINUS PER AGHD 2017 SUPPLEMENTAL SPECIFICATION E. JARVIS ST 2 SG ST 4 4 O / 4 \ \ w \ O \ O STANDARD DRAWINGS 0-113213. INCLUDE SIGNE THAT STATES z \ / / "THIS 15 A DE51ONATED COLLECTOR ROADWAY. THIS STREET w — — — — — — — — — — — 7yol — — — — — — ---- / \ WILL BE EXTENDED AND WIDENED IN THE FUTURE." Copyright©2021 Z All rights reserved, Reproduction or use in any form ❑ or by any means without written permission of 2b \ INSTALL TYPE 11 TERMINUS BARRICADE AT SIDEWALK Breckon Land Design.Inc.is unlawful and subject to 0 J \ \ O TERMINUS PER AGHD 2017 SUPPLEMENTAL 5PECIFIGATIONS criminal prosecution w STANDARD DRAWING 50-1132A. a o SIGNAGE LEGEND r 1 13 \ z S1 S2 S3 w O 107 1 I I / \" / (MUTCD R14 (MUTCD R24 (MUTCD D34 a I 16 I 15 I I \ W N H O I O I O \ ` SPEED E. Quartz Creek St Z01 / © \ 1 MIT 9"x 30"(MAXIMUM) Q (STO P LJIYI -J 2 0 � o w U - W z 18"x 24" ` V 1 1 1 o 30"x 30" 1 1 1 0 I \ \ S4 S5 S6 LL c) c0 :E z a \ \ \ (MUTCD D34 (MUTCD D3-1) (MUTCD D34 G Q ` 4 \ CO W \ 10 \ S. Prevail Way S. Crystal Creek Ave. E. Jarvis St. W op o 9"x 18"(MINIMUM) 9"x 36"(MAXIMUM) \ 9"x 18"(MINIMUM) 0 b C) 0 / � N \ \ S7 S8 S9 BM Q + (MUTCD D34 (MUTCD D34 (MUTCD D34 J — E. Jarvis Ct S. Snowden Ave. E. Heliotrope — ' I � 0 F 9"x 18"(MINIMUM) 9"x 24"(MINIMUM) 9"x 24"(MINIMUM) U—1 Q Z z I I S10 S11 S12 J Q \ o (MUTCD D34 (MUTCD R4-7A) (MUTCD OM-3R) Q 0 S. Ke ort WjayjL1J Wyp KEEP — — — — 9"x 18"(MINIMUM) L1J 0 Z I RIGHT W Z E 0 I I I I I I 18"x 24" 1 1 I V 1 1 1 0 I I S13 S14 U- (MUTCD R74 (MUTCD R74 18"x 36" Q W \ NO NO z PARKING PARKING D Q O ANY ANY w TIME TIME C / \ -*— / \ " D 12"x 18" 12"x 18 � O / r , (D O O arc= w V - -- \ CITY OF MERIDIAN STREET �`� y50dil = 0 m ymOOO'J O2 W 9"0z2 F_ _ — 0 ' LIGHT NOTES (MAR 2016) �� =��Y�� QC7000WW o NC Q2Zm CID \ O I. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN Q c x W D C v _ \ AGCORDANCE WITH THE CURRENT VERSION OF THE I5PWC, THE 5.W \ MERIDIAN SUPPLEMENTAL 5PEGIFIGATION5 TO THE I5PWG, AND 0 THE NATIONAL ELECTRIC CODE. REVISIONS 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED c— No. Date Description CID O PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT n \ \\ HTTP5://CITIZENPORTAL.MERIDIANCITY.OR(5/GITIZENACCE55/ TO Q �\\ O OPEN A PERMIT AND REQUEST INSPECTIONS. D 3.\ INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE O BASE REINFORGIN6, BEDDING, BACKFILL, AND FOR THE POLEIr CID O AND A550GIATED WIRING. Ir> \ \ 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, PROJECT NO.: \\\ O \ 5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS. 20021 U) 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. B O ATTACH A REDLINED A5 BUILT DRAWING OF THIS PLAN SHEET DRAWN BY: > O TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A CS 0 HARD COPY TO THE MERIDIAN PUBLIC WORK5 DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. CHECKED BY: 6. CONTACT THE CITY TRANSPORTATION AND UTILITY JB/MW U cn COORDINATOR (208) 8G8 5500 FOR QUESTIONS RE6ARDIN6 DATE: UTILITY CONFLICTS, OR TO AGGE55 LOCKED METER PEDESTALS. 0 09/14/2021 0 N 0 SHEET NUMBER 0 A o T SIGNAGE AND LIGHTING PLAN T N 50 0 50 100 150 Cl-06 0 ■ SGALE: I"= 50'-0" cn 1 2 13 14 15 16 7 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC E EN \STE i ROADWAY LEGEND PRELIMINARY ' NOT FOR w CONSTRUCTION EXISTING PROPERTY LINE �F OF NT PROPOSED RIGHT OF WAY LINE CRY B. W 0 PROPOSED LOT LINES z 0 EXISTING CONTOUR M M w 0 o N 0 1040' PROPOSED CONTOUR .s ° N c��n r` 11 ao aa'' co r' °o t �L E o a � � 3 o w 2591.15 LE SPOT ELEVATION a, u o o cg o cab w 0,20% FLOW DIRECTION AND GRADIENT01 Lu o (nL 'a W � O Ob N z o '� � o m.L i� 3 N c z U J W CJ J L ccoo , O • • • • • • W W W C7 m w EXTENTS OF PROPOSED ASPHALT Z L w 0 w EXTENTS OF PROPOSED 12 ° CONCRETE SIDEWALK Z U O 00 O o O EXTENTS OF PROPOSED SEEPAGE O0 0 0 0 BED (SEE DRAINAGE PLANS) z U U U CURB/GUTTER LOCATION U w CURB AND GUTTER LOCATION I I 0 SCORE JOINT (TYPICAL) w z Z Lu EXPAN51ON JOINT (TYPICAL) Copyright©2021 = Z ACCESSIBLE RAMP LOCATION WITH All rights reserved Reproduction or use in any form o or by any means without written permission of 2b DETECTABLE WARNING SURFACE Breckon Land Design.Inc.is unlawful and subject to 0 J criminal prosecution w NEW CONCRETE FLATWORK a PROPOSED STREET LIGHT o STA:9+48.44, 17.99'R a ` STA:0+82.03, 17.99'R STA:4+00, 12.99'R STA:8+00, 12.99'R TBVC 273 32 PROPOSED SIGN o I/ TC 2736.07 ME 2732.22± ME 2734.59± STA:2+00, 12.99'R STA:6+00, 12.99'R „1 z STA: 1+00, 12.99'R ME 2733.87± STA:5+00, 12.99'R ME 2733.11± STA:7+00, 12.99'R O ME 2735.37± STA:3+00, 12.99'R 7 ME 2732.62± _ ME 2733.82± STA:9+00, 12.99'R o L ACRONYM LEGEND ° o ME 2732.41± ME 2734.19±/�/ TOE TG� - TOE E - TOE TOE �6E TOE OE TOE S//tom_ - TOE TOE N� EP EP EP EP P� EP LP EP EP - EP EP EP EP � rP EP EP EP EP w c ,0+00 w 1+00 2+00 3+00 4+0o E. QUARTZ CREEK ST 5+00 6+0 7+0o s+o 0 9+00 1 TBFzc TOP BACK OF ROLLED CURB + w w > o Cn W J 7 n 12 12 7 7 1`2 7 1 TBVC- TOP BAGK OF VERTICAL CURB 1 10 1,30% 4 �L - - - 0.30% 00 - - - - `}- 0.80% - - - - - w RE RIM ELEVATION op F / J ok d - -- s r r s f u,, r -�T 1 ° i 1 s ° �- IE INVERT ELEVATION LJJ � 0 O 0 0 O 0 rtE MATCH EXISTING ELEVATION 3 3 3 o J ° - 3 - - - - -i) STA:9+00.00, 18.00'R - - FG FINISH GRADE ELEVATION TOB 39.91 .00, 18.00'R AB2 0,00, 18.00'R STA:6+00.00, 17.99'R STA:7+00.00, 18.00'R TBVC 2734.54 wTBVC 2735.71 STA:2+00.00, 18.00'R STA:3+00.00, 18.00'R 2.96 TBVC 2733.46 TBVC 2734.17 = J TA TOP OF ASPHALT ELEVATION w cv I I Z,° O STA:4+00.00, 18.00'R STA:8+00.00, 18.00'R w M 00 2II I l o s I O� � O �c�® TBVC 2734.22 TBVC 2732.76 TBVC 2732.57 TBVC 2734.94 TOG TOP OF CONCRETE ELEVATION �./ > w l xQ III o`00o00, 0000 U Q o a l l l 1 0 000 I HP HIGH POINT OF FINISH GRADE O 1� N o z,o0% � w 1111 0 0 00 00 00 I I I I I I I I I Q 0 o `6 �° O O O O O O I LP LOW POINT OF F INISH GRADE N w 11 1 1 I I oho I I I I I I I I I BG BOTTOM OF CURB o am \ I 0 00000 00 M I O O 0 �� 07 \ O TOB TOP OF BERM N It I r �l � W B 40.58TO Q z STA:7+05.28 12.50L ROADWAY CALLOUT- 0 CONSTRUCT STREET SECTION PER DETAIL I/C2.03 Q 0 o O CONSTRUCT STREET SECTION PER DETAIL 2/G2.08 W W > D 70 GON5TSRUGT 5' DETAGHED SIDEWALK PER AGHD O O 2017 SUPPLEMENTAL SPECIFICATION STANDARD Q E DRAWING 50-70X. 5; 2 cn °L' CONSTRUCT VERTICAL CURB AND GUTTER PER PER < w E � O AGHD 2017 SUPPLEMENTAL 5PEGIFIGATIONS O 0 STANDARD DRAW 7 DRAWING SD- 01. Ir 2750 - ' 1 � 4 CONSTRUCT ROLLED CURB AND GUTTER PER PER 1 � O AGHD 20I7 SUPPLEMENTAL 5PEGIFIGATION5 o STANDARD DRAWING 5D-702. 2745 - ^ CONSTRUCT CONCRETE VALLEY GUTTER PER AGHD �J J O 201-7 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING 50-105. 2 7 Q 2740 - �J J T CONSTRUCT STREET SECTION PER DETAIL 3/G2.OS UJ D � - o � ® CONSTRUCT STREET SECTION PER DETAIL 4/G2.08 FINISHED GROUND CONSTRUCT VERTICAL CURB TO ROLLED CURB N 2735 O TRANSITION PER DETAIL I/62.08. dl YWp'W U CONSTRUCT PEDESTRIAN RAMP PER AGHD 201-7 b Q 9 o= N 0 1O ,°�°Lou~LL°E z i= O EXISTING GROUND W W U. z J %' 2730 DRAWING 5D-'1I2.SUPPLEMENTAL 5PEGIFIGATION5, STANDARD \� �'m°o°° 11 GON5TRUGT STREET SECTION PER DETAIL I/G2.OG O � mZ �� QC7000WW 2725 w° Q�zLU C SAWGUT (2' MINIMUM INTO EXISTING PAVEMENT) AND Q°x °W 1Z PAVEMENT PATCH PER ISPWG SO-301, 5D-303, a i>.W O 5D-806, AND AGHD REQUIREMENTS. REVISIONS 13 CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 No. Date Description W 2720 n 14 GON5TRUGT 4' BUMP OUT5. 5EE INTER5EGTION5 Q PLANS FOR ADDITIONAL DETAIL. v 2715 CONSTRUCT 20' ASPHALT ROADWAY PER DETAIL I CIDON THIS SHEET. Ir [EXISTING GROUND @ TOP OF CURB-18'(R) PROJECT NO.: � FINISH GROUND @TOP OF CURB-18'(R) 20021 W B 2110 DRAWN BY: z c0 r t- r <t CS m rm-) m F)N N N N NN Nm Nm Ntt6 mar m.� m � m � the CHECKED BY: O r m m m �m n n rm-r rrm- m o m r� N Nr NN Nr Nr Nr Nr Nr Nr Nr N NN N N NN N N N N JB/MW U N N N N N N N N N CID DATE: No -0+30 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 G+00 09/14/2021 o ON SHEET NUMBER A o T E. QUARTZ CREEK ST. T EN 40 0 40 80 120 5 0 5 10 15 C2.01 o 11111111111 5GALE: I"= 40'-0" VERTICAL SCALE: I"= 5'-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC E EN \STE i ROADWAY LEGEND PRELIMINARY ' NOT FOR w CONSTRUCTION EXISTING PROPERTY LINE �F OF W NT PROPOSED RIGHT OF AY LINE CRY B. W 0 PROPOSED LOT LINES z 0 EXISTING CONTOUR M M w 0 o N ° 1040' PROPOSED CONTOUR .s ° N c��n r` 11 ao aa'' co °o t �L E o a � � 3 o w 2591.15 LE SPOT ELEVATION a, u o o cg o cab c. w °.s 0 � 0 0,20% FLOW DIRECTION AND GRADIENT " 01 o (nL 'a W � O Ob N z o '� � o m.L i� 3 N c z U J W CJ J L ccoo , O • • • • • • W W W C7 m w EXTENTS OF PROPOSED ASPHALT Z 12 L w 0 w EXTENTS OF PROPOSED CONCRETE SIDEWALK Z U a ° O 00 O o O EXTENTS OF PROPOSED SEEPAGE OO 0 OO BED (SEE DRAINAGE PLANS) z U U U CURB/GUTTER LOCATION U w CURB AND GUTTER LOCATION I I 0 SCORE JOINT (TYPICAL) w z Z Lu EXPAN51ON JOINT (TYPICAL) Copyright©2021 = Z ACCESSIBLE RAMP LOCATION WITH All rights reserved Reproduction or use in any form o or by any means without written permission of � STA: 11+85, 15.77'L ME 2731.16± DETECTABLE WARNING SURFAGE Breckon Land Design.Inc.is unlawful and subject to 0 Jcriminal prosecution w STA: 11+g5,0.00' NEW CONCRETE FLATWORK a ME 2731.44± a STA: 10+54, 12.99'R STA:9+48.44, 17.99'R ME 2733.45± STA: 11+85, 12.99'R PROPOSED STREET LIGHT o 2.99'R TBVC 2734.32 STA: 10+53.94, 17.99'R ME 2731.30± a STA: 17+18.45, 12.00'L TBVC 2733.80 STA: 15+00.00, 12.00'L STA: 16+00.00, 12.00'L TA 2723.57 PROPOSED SIGN o sp 1 . STA: 11+00, 12.99'R STA: 12+00.00, 12.01'L STA: 13+00.00, 12.01'L STA: 14+00.00, 12.00'L r. D 1 ® ME 2732.74± TA 2726.84 TA 2725.34 TA 2731.01 TA 2729.69 TA 2728.34 w Mw Mw Q - TBVC 18.00'R O -00, 12.99'R 1 ° s 1° r 1�4.19± _ - 171" �- _ _ - - - F ACRONYM LEGEND x 9+00 10+00 �� 11+00 \ 12+00 13+00 14+00 +00 �16+00 +00 17+57 L c// ° H J 8 E. QUARTZ CREEK STA $ - - - - - T13RG TOP BACK OF ROLLED CURB W rn 7 � 4 � � o STA: 15+96.79, 17.95'R � ;�@-��\ 0 1,50% 6 1.50% o TBVC 2725.72 - \� v/ i _W J _ - - _� 12 1,31% - 00 W ni N �� \ �vG TOP BACK OF VERTICAL CURB W ' � Q 10 \ O O 0 00 10 O \ \ RE RIM ELEVATION w ,. r > I nB 1 1 1 .. � �� IE INVERT ELEVATION ^ 'o � � 3 ` V< MATCHLINE-SEE SHEET C2 03 I � 3 MATCHLINE-SEE SHEET C2.03 MATCH EXISTING ELEVATION _ _ _ _ _ STA: 15+00.00, 18.00'R \V 9+00.00, 18.00'R - STA: 11+00.00, 18.00'R - STA: 13+00.00, 18.00'R S00 18.00'R - - TBVC 2727.17 TBVC 2734.54 STA: 12+00.00, 18.00'R TBVC 2730.02 T67 t ��I�20? STA: 16+84.79, 18.00'R FG FINISH GRADE ELEVATION 52'I TBVC 2733.09 TBVC 2731.34 2 \ Q i \ 35' TBVC 2724.40 COG 0, 18.00'R 22' 8 22' '>�� - c��cS TA TOP OF ASPHALT ELEVATION w cv 34 • � W� 2727, \ � w M > o ��' r. I Qr \ Tor, TOP OF CONCRETE ELEVATION W w o s \ \ W o 212a s \ \ v O N I I o J ° I I I I \ I I I 1 W o / \ Hp HIGH POINT OF FIN15H GRADE 1� o + Q- + �' \ LP LOW POINT OF FINISH GRADE N U s 2,00% 2,00% 1 J ° \ i JO% 2,00% i�2° �,�6CIT \ BC- BOTTOM OF CURB .+ 0- rA O O O 0� O \� O F 2T30 ' O Z roe TOP OF BERM Z 5 N STA:7+05.28, 12.50'L I II 27�_ \ I Q F �T� �.�� .� ��„ ROADWAY CALLOUT- U) 0 OCONSTRUCT STREET SECTION PER DETAIL I/C2.03 Q OCONSTRUCT STREET SECTION PER DETAIL 2/G2.08 ' ' I I ' I o W W /� 70 GON5T5RUGT 5' DETAGHED SIDEWALK PER AGHD V O 2017 SUPPLEMENTAL SPECIFICATION STANDARD Q E DRAWING SD--IOX. cn ■ CONSTRUCT VERTICAL CURB AND GUTTER PER PER < w E 0 O AGHD 2011 SUPPLEMENTAL 5PE6IFI6ATION5 O U STANDARD DRAWING SD-101. 5\ 2750 2750 UJ CONSTRUCT ROLLED CURB AND GUTTER PER PER OAGHD 2017 SUPPLEMENTAL SPECIFICATIONS o STANDARD DRAWING 5D-702.2-145 2745 U- q - CONSTRUCT CONCRETE VALLEY GUTTER PER AGHD � � s DRAWING SD-lOBAL SPECIFICATIONS STANDARD 2 r O1 y Q M D 3: 2740 2740 o I T CONSTRUCT STREET SECTION PER DETAIL 3/G2.08 W+ o N 0 0 ® CONSTRUCT STREET SECTION PER DETAIL 4/G2.08 5 FINISHED GROUND II + oo I L 2135 2735 II r, L O CONSTRUCT VERTICAL CURB TO ROLLED CURB 0 N 9 TRANSITION PER DETAIL 1/62.08. (D m a II FINISHED GROUND dh Y w a,w to r , 0 CD w cc ►� GON5TRUGT PEDESTRIAN RAMP PER AGHD 201-7 a m o z w V c•, -131% N + M 1O SUPPLEMENTAL SPECIFICATIONS, STANDARD y W-,-C O p O 2730 2730 00 n N DRAWING SD-112. o o d EXISTING GROUND C7 w r \ a t7 II - N �� Z UJ IS UJ� a II 11 CONSTRUCT STREET SECTION PER DETAIL I/G2.OG ��/ � m z ; -1.50% ` o�oaaom J4 a�Z� C 2 f25 2725 O SAWGUT (2' MINIMUM INTO EXISTING PAVEMENT) AND J a C x o w z v EXISTING GROUND 0 w 1Z PAVEMENT PATCH PER 15PWG 5D-301, 5D-303, z W O 5D-806, AND AGHD REQUIREMENTS. 13 CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 REVISIONS j W 2720 2720 No. Date Description r n CONSTRUCT 4' BUMP OUTS. SEE INTERSECTIONS G U Q PLANS FOR ADDITIONAL DETAIL. O 15 CONSTRUCT 20' ASPHALT ROADWAY PER DETAIL I CID 2715 2715 ON THIS SHEET. Ir [EXISTING GROUND @ TOP OF CURB-18'(R) EXISTING GROUND CENTERLINE PROJECT NO.: � FINISH GROUND @TOP OF CURB-18'(R) FINISH GROUND CENTERLINE 20021 (n B 3� 2710 2710 DRAWN BY: z ai a m m m cv N s d) r- Q � M sr 'i M CHECKED BY: ct �t m m mm N NO N� cv� N� Nr Nr- NQ Nan N`t NIt Nm p m m fn m 1-(11 fn fn fn (h N r N N N N N T-N N N N r- r- r- r- N r- r- r- r- t'r- r r- r- �'r- t-r- �'r- r r- cV t' t-T- f T- r r• JB/MW U � NN NN NN NN N NN NN N NN NN NN NN NN NN NN NN N NN NN NN DATE: o G+00 10+00 11+00 II+85 11+15 12+00 13+00 14+00 15+00 16+00 1'7+00 18+00 09/14/2021 C CDON SHEET NUMBER CD A o T E. QUARTZ CREEK ST. T N 40 O 40 80 120 5 O 5 10 15 C2.02 0 E SCALE: I"= 40'-0" VERTICAL SCALE: 1"= 5'-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC 0cr_ o c,S�C�E ENc 15' SIDEWALK EASEMENT 52' R.O.W. 15' SIDEWALK EASEMENT � �STERFr,/� 2' 5' 8 22' 8' LANDSCAPE 22' 8' 5' 2' ROADWAY LEGEND PRELIMINARY w CONSTRUCTION EXISTING PROPERTY LINE OF \Vr 1.75% P� 2% 2% �� - - - - PROPOSED RIGHT OF WAY LINE CRY B. W > PROPOSED LOT LINES z STANDARD 6" VERTICAL CURB 2.5 INCHES OF ASPHALT PAVEMENT AND GUTTER, ACHD 4 INCHES OF 3/4 INCH MINUS '�� 6" VERTICAL CURB SUPPLEMENT TO ISPWC SD-702 CRUSHED AGGREGATE BASE (NO GUTTER) EXISTING CONTOUR w 14 INCHES OF 2 INCH MINUS CONCRETE SIDEWALK o E M a M GRAVEL OR 12" PIT RUN GRAVEL NOTES: SUBBASE L - M 0 N _ o 1040' PROPOSED CONTOUR ,0 s ° N co �' as `' a, co °off I. ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE M05T CURRENT EDITION OF THE ISPWG AND THE AGHD �'�.E a a Lon - z SUPPLEMENTAL 5PECIFICATIONS. SPOT ELEVATION L m E'y a co M a m w 2591.15 a) a� E a 2. STREET GUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE ISPWG AND a) o D 'E o r` s THE AGHD SUPPLEMENTAL SPECIFICATION. U m , U o m °� N L 5. ALL STORM DRAINAGE IN THE PUBLIC RIGHT-OF-WAY SHALL BE INSPECTED BY AGHD. w .L _E 5 W a) O N 0 o 4. CONTRACTOR SHALL PROVIDE A MINIMUM OF I' FLAT LANDING AT BACK OF SIDEWALK OR AT BACK OF CURB IF NO SIDEWALK 15 PRESENT. 0,20% FLOW DIRECTION AND GRADIENT _, o .� 3 cu Z a 5. BASE AND PIT RUN EXTEND 6" BEYOND THE BACK OF CURB. r� J W CJ s J r coo `m s 6. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3,05 INCH " MIX,MPG 58-28 TWO AND A HALF INCHES(25") THICK AS A 3 W W C0 w MINIMUM WITH 4" OF J" BASE AND 14" OF 6" MINU5 PIT RUN. EXTENTS OF PROPOSED ASPHALT Z .� 521 RIGHT OF WAY ENTRANCE w 0 B ULEVARD ROAD SECTION s�aie: "TS EXTENTS OF PROPOSED , GONGRETE SIDEWALK Z U O 00 O o EXTENTS OF PROPOSED SEEPAGE OO 0 O 0 BED (SEE DRAINAGE PLANS) z 0 U i U CURB/GUTTER LOCATION I , Z U CURB AND GUTTER LOCATION I I 0 SCORE JOINT (TYPICAL) w z Z EXPAN51ON JOINT (TYPICAL) Copyright©2021 = Z - - -d- - - - I ACCESSIBLE RAMP LOCATION WITH All rights reserved. Reproduction or use in any form o I I W ^2' Tl or by any means without written permission of G7 2,00% DETECTABLE WARNING SURFACE Breckon Land Design,Inc.is unlawful and subject to 0 J \ 2 00/ criminal prosecution. w ` e NEW CONCRETE FLATWORK a w \ 2.00% I I I I I l o / I / ti PROPOSED STREET LIGHT o A I~ I Q a o I \ Y I I I W O I I1J PROPOSED SIGN \ I \ �� rTJB .38,25.00'R I I W I- - - _' l6.07 W I a� U O \ \ >> I I 00 STA: 1+60.28, 16.50'R a A:0+45.57,25.00'R ro N 10� CA.D TBVC2732.49 ACRONYM Z \ \ \ cQ TBVC 2734.21 \ N I I ^ o g 0+45.52, 16.50'R Q w o �� LEGEND- CD 45.92,4.00'R W' / I I TBVC 2725.36 n z y \ 2) IR S, IR IR r` I36.81 I? I I I I __ - 3 / C1 o I IG TOP BACK OF ROLLED CURB n w N Q \ \ FG 38.80 38 u'jI/ STA:0+55.53,4.00'R I( / o I I uj I > V J FG 39.04 1 _ M TBVC 2735.33 TBVC TOP BACK OF VERTICAL CURB uu I _ S. CRYSTAL CREEK AVE o I 10 -- - - RE RIM ELEVATION 0 w o S. PREVAIL WAY UJ to I w w x U v ,U U I N = O W co m I / / r N l / / / W 4 0 6,41% = IE INVERT ELEVATION a FG 37.83 �w / �u'6O 4 2�S N ILU ' 2 N Q w N FG 37.48 U) 8"S 0i r on Ld� _ / / Cw' - W o 1+00_ 4 „10 0 0 o ME MATCH EXISTING ELEVATION -) � o 0 10 �° 10 �' + 10 z FG FINISH GRADE ELEVATION r n r n I Cb w 1+00 N - w o / 1 - t N� Nam- -N� N� Nam= (� 1\ 1\\\ ^MHO _ �v 6? W 2" o N 1 A �� G s W �y _ ` / o N� `J-'��'- ¢ TA TOP OF ASPHALT ELEVATION Co L p 11 I 3 I I o STA: 1+60.28, 16.50'L 3 % TOG TOP OF CONCRETE ELEVATION IM TBVC 00% HP HIGH POINT OF FINISH GRADE v O N II I STA:0+45.39, 16.50'L Q I FG 38.80 o STA:04 53,4.00'L / TBVC 2725.36 0 - + 0 I N W TBVC 2735.33 10 M / CD LP LOW POINT OF FINISH GRADE N 1 I 4 ^ FG 39.04 1`5 1`5 25' M I On I ti ti STA: 1+45.92,4.00L I ' O / I �, 0- U o I o N - - - - - - TBVC 2736.81 _ I ^ d BG BOTTOM OF CURB L rj STA:0+45.92,25.00'L / �N ^M O I T0B TOP OF BERM • TBVC 2734.21 I I ti l I- UJ Q UJ F o I I I STA: 1+59.38,25.01 / / / / �I ROADWAY CALLOUT 0o TBVC 2736.07 Z / / h 02 I / / �� t�/ O , Q o �/ / \� �� + n 0 CONSTRUCT STREET SECTION PER DETAIL I/G2.03 4 CONSTRUCT STREET SECTION PER DETAIL 2/G2.05 J W W GON5TSRUGT 5 DETAGHED SIDEWALK PER AGHD E lI l l lI l l \ i / // ( O DRAWING SDM OXAL SPECIFICATION STANDARD 5 Q E > L a) CONSTRUCT VERTICAL CURB AND GUTTER PER PER '�I E 5 O AGHD 2017 SUPPLEMENTAL 5PEGIFIGATIONS O W U STANDARD DRAWING SD-701. rr 4 CONSTRUCT ROLLED CURB AND GUTTER PER PER W O AGHD 20I7 SUPPLEMENTAL SPECIFICATIONS 0 2750 STANDARD DRAWING 5D-702. U_ � 2750 rn DRAWING LE�08 � VALLEY GUTTER PER AGHD V, O 2017 SUPPLEMENTAL SPECIFICATIONS STANDARD00 2 �+ M 2745 y♦^ z Q Ni v J + M - 2-14.5 � O CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 Q N N o N l UJ I o0 o n $� CONSTRUCT STREET SECTION PER DETAIL 4/G2.08 C II 4- 0o � oN � n + N 2-140 Z cv N II p ^ N ^ + r i n CONSTRUCT VERTICAL CURB TO ROLLED CURB pp FINISHED GROUND II N 2740 II N II N II N O TRANSITION PER DETAIL 1/62.08. CONSTRUCT PEDESTRIAN RAMP PER AGHD 2017 a w _ w O `� � o 00 2735 10 SUPPLEMENTAL SPECIFICATIONS STANDARD � o°ui�a°z�_ 2735 W m W FINISHED GROUND I co � oo O1 DRAWING 5D-712. \� i w m c°o- G J m W W C9 W f 1,64% w / o + + N Zvlw�U. m� N o l 11 CONSTRUCT STREET SECTION PER DETAIL I/G2.OG '�z >Y 0 m II N / 4WR l It N lol N 2730 O / - N 42zm Q- EXISTING GROUND � NO a�z� 7 2.00% < II a II 5AWGUT (2' MINIMUM INTO EXISTING PAVEMENT) AND J a n V D w L m 2730 -2,OOX� �, 6 4 "I II W O o x G` �1i � N N 12 PAVEMENT PATCH PER ISPWG SO-30I, 5D-505, a i>.w M 5D-806, AND AGHD REQUIREMENTS. O W 2 2-725 2725 EXISTING GROUND 00% _2.00% 1S CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 REVISIONS No. Date Description C G CONSTRUCT 4' BUMP OUTS. SEE INTERSECTIONS U Q EXISTING GROUND CENTERLINE PLANS FOR ADDITIONAL DETAIL. v 2720 -Q FINISH GROUND CENTERLINE 2720 EXISTING GROUND CENTERLINE 15 ON HIS SHEET.O ASPHALT ROADWAY PER DETAIL I Ir FINISH GROUND CENTERLINE PROJECT NO.: N rn� m� m� m 0 2715 20021 (n ft m mm mm �m B N N N N N N N N N N 6 r ry m m > Om Nm N� N cv DRACS BY: z 2+50 2+00 I+00 O+oo -I+00 cV cry cry cry N N N cry CHECKED BY: O JB/MW U 2+50 2+00 I+00 0+00 -1+00 DATE: 0 09/14/2021 0 N Q SHEET NUMBER CD o S. PREVAIL WAY S. CRYSTAL CREEK AVE. T A �Z 40 0 40 80 120 5 0 5 10 15 �Z 40 O 40 80 120 5 O 5 10 15 C2.03 0 SCALE: I"= 40'-0" VERTICAL SCALE: I"= 5-0" 5GALE: I"= 40'-0" VERTICAL SCALE: I"= 5-0" cn 1 12 13 14 15 1 6 17 18 19 110 111 1 12 1 13 114 115 1 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC E EN \STE i ROADWAY LEGEND PRELIMINARY ' NOT FOR w CONSTRUCTION EXISTING PROPERTY LINE �F OF NT PROPOSED RIGHT OF WAY LINE CRY B. W 0 PROPOSED LOT LINES z 0 EXISTING CONTOUR M M w 0 o N 0 1040' PROPOSED CONTOUR .0 N c��n Z r` 11 ao .`o' aa'' co °o b t �L E o a � � 3 o w 2591.15 SPOT ELEVATION a, o o cg o cab w 0,20% FLOW DIRECTION AND GRADIENT W 0 (nL ro W � O Cb N z = 's01 r- o m.L � 3N c z U J W CJ J L Co , 0 • • • • • • W z' W C7 w EXTENTS OF PROPOSED ASPHALT Ell EMU I Z L w ❑ w EXTENTS OF PROPOSED , 12 CONCRETE SIDEWALK Z 0 O 00 O o EXTENTS OF PROPOSED SEEPAGE O0 0 0 0 BED (SEE DRAINAGE PLANS) z 0 U i 0 CURB/GUTTER LOCATION I , Z U CURB AND GUTTER LOCATION I I 0 O 00 00 I I I I I I I - I� SCORE JOINT (TYPICAL) Q o w + Z EXPANSION JOINT (TYPICAL) 0 O O 0 0 c� II Copyright©2021 ryI _ 1 2,00% 2.00% Z 0 ��(� All rights reserved. Reproduction or use in any form ❑ 0 0 O O © O ® O O O O AGGESSI BLE RAMP LOGATI ON WITH or by any means without written permission of W DETECTABLE WARNING SURFACE Breckon Land Design,Inc.is unlawful and subject to 0 J criminal prosecution. w STA:7+05.28, 12.50'L NEW CONCRETE FLATWORK I I TBRC 2737.23 o STA:6+00.00, 16.50'L ti� PROPOSED STREET LIGHT o 5+00.00, 16.50'L I TBRC 2736.43 I U) TBRC 2735.93 STA:5+50.00, 16.50'L - z STA:2+00.00, 16.50'L TBRC 2736.18 �S STA:0+51.90, 16.50'L TBRC 2734.43 / STA:3+00.00, 16.50'L STA:4+00.00, 16.50'L 7 0 TBRC 2733.69 TBRC 2734.93 TBRC 2735.43 PROPOSED SIGN L V'• \ 1 J 1 1 S 1 .1 A S, ,1 j 1 1 1 , ! 1 1 1 LO � 10 STA:0+01.91,40.51'R - - n - - - - - - _ - - - w F w v O 0 TBRC2732.98 _ q - - - w 14 14 ACRONYM LEGEND N VY0'. _ - � W8" 2rr W12 � 1+00 2+00 5 3+00 4+00 13 5+00 6+00 0 +00 = H 1 co Sp s[� N Z 5 7 w9 TBRC TOP BACK OF ROLLED CURB o N 13 E. JARVIS ST o,sor °2s I 1 2 13 5 0,50% 0.50% 5 0.50% � > I W o 8"SS 8"SS 8"SS 8"SS - 8" 8"S " 8"SS w- " w p" cu ? TBVG TOP BACK OF VERTICAL CURB RE RIM ELEVATION o I ' STA:0+50.00, 16.50'R STA:2+00.00, 16.50'R STA:3+00.00, 16.50'R ° ' 1 s s 14 Z `STA:0+38.66,20.6TR s TBRC 2733.68 TBRC 2734.43 TBRC 2734.93 / \ I STA:5+18.09, 16.50'R I o ` V `W o STA:4+2g.09, 16.50'R TBRC 2736.026+00.00, 16.50'R FG 37.48 IE INVERT ELEVATION TBRC 2734.07 015 TBRC 2735.58 I TBRC 2736.43 3 I rte MATCH EXISTING ELEVATION STA:0+04.18, 16.50'L LL STA:0+51.90, 16.50'R 35 TBRC 2733.50 I I I I/ MATCHLINE-SEE SHEET C2.07 ,. STA:8+91.14, 16.50'R STA: /� TBRC 2734.36 I TBRI FG FINISH GRADE ELEVATION `J J STA:0+41.56, 16.50'L / TBRC 2736.11 E M W ' • I I I STA:8+90.94, 16.50'Lo�° - - `i, TBRC 2734.17 �' LO , TBRC 2736,11 cam T� TOP OF ASPHALT ELEVATION W M 00 1 MATCHLINE-SEE SHEET C2 07 77 - . - 6 W 0 13 2 - w O _ O O oo A TOG TOP OF CONCRETE ELEVATION o ' 13 I I 20 I 19 - FG 37.83 r v FG HP HIGH POINT OF FINISH GRADE v O N r •° STA:8+51.02, 16.50 R O I O < - 0 p STA: 1+00.00, 16.50'R cv I STA:8+51.02, 16.50'L r° TBRC 2736.52 / / LP LOW POINT OF FINISH GRADE TBRC 2735.21 oo I TBRC 2736.52 i / �x ojj� BG BOTTOM OF CURB .. 0- I R _ STA: 1+00.00, 16.50'L TOB TOP OF BERM Z W Q Q F 0 z ROADWAY CALLOUT - p � O CONSTRUCT STREET SECTION PER DETAIL I/G2.03 W • 0 2 CONSTRUCT STREET SECTION PER DETAIL 2/G2.08 70 GONSTSRUGT 5' DETAGHED SIDEWALK PER AGHD W W O 2017 SUPPLEMENTAL SPECIFICATION STANDARD Q DRAWING 5D-70X. > a) CONSTRUCT VERTICAL CURB AND GUTTER PER PER E 0 O AGHD 2017 SUPPLEMENTAL SPEGIFIGATIONS O U STANDARD DRAWING SD-701. 4 CONSTRUCT ROLLED CURB AND GUTTER PER PER W O AGHD 2017 SUPPLEMENTAL SPEGIFIGATIONS o STANDARD DRAWING 5D-702. 0- 2750 CONSTRUCT CONCRETE VALLEY GUTTER PER AGHD O SUPPLEMENTAL201-7 SPEGIFIGATIONS STANDARD DRAWING SD-I08, r Q � 2745 _ T CONSTRUCT STREET SECTION PER DETAIL 3/G2.08 CD Z Uj o o Q CONSTRUCT STREET SECTION PER DETAIL 4/G2.08 0 v + M O CONSTRUCT VERTICAL CURB TO ROLLED CURB 2740 0 TRANSITION PER DETAIL I/62.08. N N ® II FINISHED GROUND CONSTRUCT PEDESTRIAN RAMP PER AGHD 2017 • 'C a�o= w C14® II 1O SUPPLEMENTAL SPEGIFIGATIONS, STANDARD y°W~LL°z O a, 2735 m J z W�'�z 0~ 0.50% DRAWING SD-712. \� coca 0 c d C9 w� C1OW_0D00; Q 11 CONSTRUCT STREET SECTION PER DETAIL I/G2.OG / m z �Y o 1 Uiat7aoeww op�Qzl EXISTING GROUND w o a z w 7 SAWGUT (2' MINIMUM INTO EXISTING PAVEMENT) AND a 0 v 0 w L C 8 2130 12 PAVEMENT PATCH PER ISPWG SD-301, SD-303, z w O SD-806, AND AGHD REQUIREMENTS. 13 REVISIONS CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 No. Date Description n 2725 U 14 CONSTRUCT 4 BUMP OUTS. SEE INTERSECTIONS Q PLANS FOR ADDITIONAL DETAIL. v EXISTING GROUND CENTERLINE j FINISH GROUND CENTERLINE 15 CONSTRUCT 20' ASPHALT ROADWAY PER DETAIL I Ir ON THIS SHEET. 272o PROJECT NO.: is �t >s �Y �Y s � Mtn ryr- -O -N to �!r 'gip r� •fir 20021 Ln �m m m m P m in m m m m m DRAWN BY: ) Nr Nr cVr- Nr Nr Nr Nr Nr Nr Nr NN NN NN Nry > N N N N N N N N N N CS O CHECKED BY: -0+20 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50 JB/MW U `n DATE: 0 09/14/2021 0 N Q SHEET NUMBER A o T E. JARVIS ST. T N 40 0 40 80 120 5 0 5 10 15 C2.04 0 E SCALE: I"= 40'-0" VERTICAL SCALE: I"= 5-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING E EN \STE i ROADWAY LEGEND PRELIMINARY ' NOT FOR w CONSTRUCTION EXISTING PROPERTY LINE �F OF NT PROPOSED RIGHT OF WAY LINE CRY B. W 0 PROPOSED LOT LINES z 0 EXISTING CONTOUR M M w 0 o N 0 1040' PROPOSED CONTOUR .s N c�n Z r` 11 ao .`o' aa'' co °o t �L E o a � � 3 o w 2591.15 SPOT ELEVATION a, o o cg o cab w 0,20% FLOW DIRECTION AND GRADIENT W 0 L ° W S O Cb N z = 's01 r- o m.L � 3N c z U J W CJ J L ccoo , O • • • • • • W W W C7 w EXTENTS OF PROPOSED ASPHALT Ell EMU I Z L w 0 w s • °° •° . EXTENTS OF PROPOSED 12 CONCRETE SIDEWALK Z 0 00 O o EXTENTS OF PROPOSED SEEPAGE OO O OO BED (SEE DRAINAGE PLANS) z 0 U I i o S+VU.UU, 125.VU K 22' _ 8' 22' I \ 2734.94 �� t \ I QY 212. CURB/GUTTER LOCATION I ", w Q r \ I \ I Yo 212a ' I CURB AND GUTTER LOCATION I I o \ I �'8 I W f SCORE JOINT (TYPICAL) _ 1 II 12 0� \ \ \ j iU0% 2.00% 92, EXPANSION JOINT (TYPICAL) Copyright c 2021 o = O LU O O O \ 6 O J All rights reserved. Reproduction or use in any form o `* V� 2 ACCESSIBLE RAMP LOCATION WITH or by any means without written permission of 2b ��• I DETECTABLE WARNING SURFACE Breckon Land Design,Inc.is unlawful and subject to 0 ` \ criminal prosecution. w J STA:7+05.28, 12.50'L � N STA:9+00.00, 16.50L 10� 21 3 NEW CONCRETE FLATWORK TBRC 2737.23 TBRC2 STA U _ 736.00 , w STA:6+00.00, 16.50'L LJ STA:8+10.28, 12.50'L TBRC 2732.41 a TBRC 2736.43 I Cr TBRC 2736.57 I I STA: 11+00.00, 16.50'L 1 I PROPOSED STREET LIGHT o / STA: 10+00.00, 16.5.15 STA: 12+00.00, 16.3.43 STA: 13-00.00, 16.50'L z MATCHLINE-SEE SHEET C2.03 TBRC 2735.15 TBRC 2734.29 TBRC 2733.43 w TBRC 2732.58 r_R r 3 \ MATCHLINEE SHEET C2.03 PROPOSED SIGN z w \ 10 1 _ STA: 14+42.7 w o s TBVC.271.9 Q N 10 _ 0 w - o W - - - 14 14 - - - - - - - - - - - ° - - - - - - - ACRONYM LEGEND W12� _ W8'r rr W8„ off„ Wo "o c� rn 6+00 �_ 2 w ' S 7+00 Gg 8+00 2 5 9+00 10+00 E. JARVIS ST 11+00 Co \2+00 5 13+00 9 2+04 6 = \ V♦ o H `n 9 + 73.25" N `9 \ M 0.86% 2 0,68% �w TBRC TOP BACK OF ROLLED CURB 2737 rr 36 rr 5 _ �3d o .5 2�33 2 1 32 14+00 0,50° w 9 w 8"SS o z 8" �' 8 SS 2� 8 SS 5 ?�6S _ _xSS s 2 8 SS �'SS S �"55 �'� > V J N _ - cu z TBUC TOP BACK OF VERTICAL CURB OM s H RIM ELEVATION z 1U ST :�i+00.00 16.50'RFG 37.48 STA:6+00.00, 16.50'RI o � STA: 13+00.00, 16.50'RTBRC 2731.45 IE INVERT ELEVATIONI I I43 3S 3 TBRC 2732.58 3 _ W o I I I I - - - - sTA: 12+00.00, 16.50'R / ME MATCH EXISTING ELEVATION �} w STA:9+00.00, 16.50'R STA: 10+00.00, 16.50'R STA: 14+00.00, 16.50'R V STA:7+57.78, 12.50'R STA: 11+00.00, 16.50'R I TBRC 2733.43 TBRC 2737.30 TBRC 2736.00 TBRC 2735.15 I TBRC 2734.29 I I TBRC 2731.95 / FG FINISH GRADE ELEVATION I _ _ w G ---------- I TA TOP OF ASPHALT ELEVATION CO W LO UJ \J 0 0�� \ 13 12 TOG TOP OF CONCRETE ELEVATION co 19 \ 2� U O � I •V FG 37.83 FG 37.83 I - - � 34 � HP HIGH POINT OF FINISH GRADE Q o / / LP LOW POINT OF FINISH GRADE C14 \ D I .+ >N BC 2736 TOB TOP OF BERM F 0 If LU < < z ROADWAY CALLOUT- - 37� O CONSTRUCT STREET SECTION PER DETAIL 1/G2.03 • W 0 2 CONSTRUCT STREET SECTION PER DETAIL 2/G2.08 I I I GONSTSR W W UGT 5' DETACHED SIDEW ALK PER AGHD UJ O 2017 SUPPLEMENTAL SPEGIFIGATION STANDARD Q DRAWING 50-70X. > 2 a) CONSTRUCT VERTICAL CURB AND GUTTER PER PER E 0 O AGHD 2017 SUPPLEMENTAL SPECIFICATIONS O STANDARD DRAWING 50-701. Ir 4 CONSTRUCT ROLLED CURB AND GUTTER PER PER W O AGHD 2017 SUPPLEMENTAL SPECIFICATIONS o STANDARD DRAWING SD-702. U_ 0 - CONSTRUCT CONCRETE VALLEY GUTTER PER AGHD 2750 6 SUPPLEMENTAL SPECIFICATIONS STANDARD DRAWING r C CONSTRUCT STREET SECTION PER DETAIL 3/62.08 v^J z � 2745 W o ^ M O CONSTRUCT STREET SECTION PER DETAIL 4/C2.08 IN 00 C'4 II °p O CONSTRUCT VERTICAL CURB TO ROLLED CURB v II M 0D 9 TRANSITION PER DETAIL I/G2.08. + N bl 2740 m _J FINISHED GROUND INGONSTRUGT PEDESTRIAN RAMP PER AGHD 201-7 c >.UJI C 0 x to c w V o W O II 1O SUPPLEMENTAL SPECIFICATIONS, STANDARD y W~LL z O -0.86% zw�LLza Q II DRAWING 50-712. \� W m 0 0 p n 2735 N m 11 CONSTRUCT STREET SECTION PER DETAIL I/G2.O�f will, 7 z C7 a 19 W W -C a C7 W m�p�aom J0 a2zz z SAWGUT (2' MINIMUM INTO EXISTING PAVEMENT) AND a n v D w L C EXISTING GROUND 1Z PAVEMENT PATCH PER ISPWG 50-301, SD-303, a z y w O m 2730 50-806, AND AGHD REQUIREMENTS. 13 CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 REVISIONS j No. Date Description r 2725 G CONSTRUCT 4' BUMP OUTS. SEE INTERSECTIONS U Q PLANS FOR ADDITIONAL DETAIL. v -0 EXISTING GROUND CENTERLINE O CONSTRUCT 20' ASPHALT ROADWAY PER DETAIL I ID 2720 FINISH GROUND CENTERLINE 15 Ir ON THIS SHEET. PROJECT NO.: if f Z_ •t is r •0 20021 O �t CV r m B 9),6 uir •tom •tom m,� m�; m� m � m m Nm N N ON DRAWN BY: Pm �m m m �m �Ir m m m m m m m In z > Nr (Vr Nr CVr Nr ryN (Vr CVr (Vr (Vr Nr Nr (VcrV Nr NN Nr CS N N N N N N N N N N N N N O CHECKED BY: ° 6+50 7+00 8+00 q+00 10+00 11+00 12+00 13+00 14+00 JB/MW U `n DATE: 0 09/14/2021 0 N Q SHEET NUMBER A o T E. JARVIS ST. T 0 IN 0 40 80 120 5 0 5 10 15 C2.05 o E SCALE: I"= 40'-0" VERTICAL SCALE: 1"= 5'-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC LU Y F,SS\CAL e��i LU O� �G\STER LU ry r F l- PRELIMINARY 213�.. 2 ♦,\ \ ROADWAY LEGEND NOT FOR \� ♦ \ \ \ CONSTRUCTION Cf) 2�3� 2, O \\ 1 EXISTING PROPERTY LINE �F OF \Vr STA: 13+53.63, 16.50'L _ _ _ P�' o F TBRC 2732.41 I U I \ \ / \ \ ` ` \ PROPOSED RIGHT OF WAY LINE Y B. W o 00.00, 16.50'L / - - TBRC 2732.58 G9 / \ \ ♦ \ \ \ PROPOSED LOT LINES o \ \ \ \ \ EXISTING CONTOUR STA: 14+42.73, 16.50'L M 1 1 w LU 1U TBVC.27$1.92 / \ \ \ \ \ ° M o _ _ _ STA: 15+00.00, 16.50'L ° ° ° OO � / \ \ \ PROPOSED CONTOUR [� .o : UI a w ■ TBRC 2731.45 \ \ \ \ \ 1040 r!S U N (ifj O 13+00 wU" g �^�0 6 \ r / \ \ \\ \ � ,E S , 0 CO �°� n c o z W p, C ° O J 2+� \ \ \ SPOT ELEVATION N co M ° g m 0,68% -F-- g , o \ ♦ \ \ E. JARVIS ST 2�32 14+00 0.50% p �� 0 9 o m o o S �� "�� 2591.15 ° a E ° C C co 0 Cs - w 1 \ N O _ C O f a s 0,20% FLOW DIRECTION AND GRADIENT - 0 a ° Q �\ ° c� \\ w In. ma �` 0 z E LL O m.� m 3 CU o z \ \ \ \ STA: 15+00.00, 16.50R �8., STA: 15+95.92, 16.50'L / 6 �'Q \ \ \ \ 4 \ \ • - • • \ + EXTENTS OF PROPOSED ASPHALT z 00.00, 16.50'R ?73 TBRC 2731.45 s° , \ \ \ \ \ 3- � \� TBRC 2730.97 / \ \ \\ , I D� TBRC 2' 32.58 3 \ \ �*i J U \ \ \ \ o STA: 14+00.00, 16.50'R TBRC 2731.95 / 273 EXTENTS OF PROPOSED N �- ` \ \ \ \ �c�0 MATCHLINEA \\ \ \ ro N N� CONCRETE SIDEWALK 2j \ IN \\ \ \ tpa o _ N TBRC 2730.97 \ STA: 17+00.00, 16.50'L 1 \ TBRC 2731.59 \ ` STA: 18+73.23,50.50'L try \ O O 0 O o / \ \ TA 35.32 TBRC 2734.93 �,� ' OO O OO O EXTENTS OF PROPOSED SEEPAGE j\ \ TA 35.44 \ \ wo \ \ OO O OO O BED (SEE DRAINAGE PLANS) v v 0 JS 2� 5, �� N)� ,N 15 �� I - Imo- I-IR� \ 3 O_s� o \ J\ Z7 6 ` xO l 1\ \ I I � --L \ IR CURB/GUTTER LOCATION I O \ \ \\ / r O O O O O Cu 0 0 O O 0 0 CEO_O O O-�O CURB AND GUTTER LOCATION I I o N O O f SCORE JOINT (TYPICAL) _ -2737� STA: 17+00.00, 16.50'R \ \ g1Oc�� s O 0 O 0 00 0 0 0 O 00 00 O 00 TBRC 27-11.59 �V O O V O O O O O \ I O O O t0 00 00 00 O OO\�O� \ Z CUU OHO O O O SRO O 0 Ot O O 00� \ ' EXPANSION JOINT (TYPICAL) _ _� c'j ��, \ \ I 1 O O O O O O O O O \ \ Copyright©2021 a ✓ O O 0 O O O O O All rights reserved. Reproduction or use in any form o -\�R� \ ACCESSIBLE RAMP LOGATI ON WITH or by any means without written permission of 2b DETECTABLE WARNING SURFACE Breckon Land Design,Inc.is unlawful and subject to 0 criminal prosecution. w 15 NEW CONCRETE FLATWORK do- / I PROPOSED STREET LIGHT o STA: 18+20.57, 16.50'L / I 42.17 \ \ TBRC 2732.31 J � ` PROPOSED SIGN Z o 7 / z ftftV 10 TA41.63 o z \ ,10\\ STA: 18 TBRC 2732 9 1 �N \° \ \ ��, _ ` ACRONYM LEGEND w 0 co N01 o. O" � Tee TOP BACK OF ROLLED CURB \ \ s \ \ O �. 15 � o / ♦ \ \ \ \ \\\ \ s 5 2�33 I - - / 20 `` TBVo TOP BACK OF VERTICAL CURB w 01 \ \\ q 5 1 / RIM ELEVATION IE INVERT ELEVATION m w \ � \ N W \ \ \\ p 9\ \ \ / / ME MATCH EXISTING ELEVATION N 5 LL FG FINISH GRADE ELEVATION \\ \ Tay TOP OF ASPHALT ELEVATION\ \LO wM o `fj \ \ �� 1 \N ��,, c'j �' ToC, TOP OF CONCRETE ELEVATION w U STA: 18+73.23,50.50'L _6 TA 35.32 TA 35.44 TBRC 2734.93 O \ \ HP HIGH POINT OF FINISH GRADE v 1 Q o \ I 1 I \ I LP LOW POINT OF FINISH GRADE AN /MATCHUNE I BG BOTTOM OF CURB .+ > o TOB TOP OF BERM T E. JARVIS CT. Q F � CALLOUT- w z N 40 0 40 80 120 ROADWAY - p � SCALE: I"= 40'-0" O CONSTRUCT STREET SECTION PER DETAIL I/G2.03 Lj C O CONSTRUCT STREET SECTION PER DETAIL 2/G2.08 0 70 GONSTSRUGT 5' DETAGHED SIDEWALK PER AGHD O 2011 SUPPLEMENTAL SPECIFICATION STANDARD Q 20' DRAWING SD-IOX. > 2 a) CONSTRUCT VERTICAL CURB AND GUTTER PER PER E 3 O AGHD 2011 SUPPLEMENTAL SPEGIFICATIONS O v PER PLANS STANDARD DRAWING SD-701. 4 CONSTRUCT ROLLED CURB AND GUTTER PER PER O AGHD 2011 SUPPLEMENTAL SPECIFICATIONS 2.5 INCHES OF ASPHALT PAVEMENT 5 0 4 INCHES OF 3/4 INCH MINUS STANDARD DRAWING SD-102. CRUSHED AGGREGATE BASE 10 OR INCHES PIT RUN INCH MI SUBBASE EL 201-7 CONSTRUCT MENTAL S VALLEY GUTTER PER AGHD 215o O DRAWING SD-I084L SPECIFICATIONS STANDARD r ^ TYPICAL 20' EMERGENCY ACCESS ROAD O GONSTRUGT STREET SECTION PER DETAIL 3/C2.08 vJ w Q Scale: NTS $ CONSTRUCT STREET SECTION PER DETAIL 4/G2.08 � 2145 cv M CONSTRUCT VERTICAL CURB TO ROLLED CURB a g TRANSITION PER DETAIL I/G2.08. r 'N p M N V f31 Y U, Lu ® + N CONSTRUCT PEDESTRIAN RAMP PER AGHD 2011 b Q 12 o= w cli® 2140 o - ^ 1O SUPPLEMENTAL SPECIFICATIONS, STANDARD y°W~-zz i= O '� ^ II N DRAWING SD-112. \� i zwgaz0d N �� 00W-MOn Q 11 GONSTRUGT STREET SECTION PER DETAIL I/G2.OG / w z �Y / �QC7000WW II m�o>QOm m II NQ7V�� 2135 FINISHED GROUND � II �' CIDw SAWGUT (2' MINIMUM INTO EXISTING PAVEMENT) AND W z (; v -0.50% M w 0.60% f 12 PAVEMENT PATCH PER ISPWG SO-301, 51?-505, u z 5 W O 5D-806, AND AGHD REQUIREMENTS. 2130 REVISIONS 1S CONSTRUCT STREET SECTION PER DETAIL 5/G2.08 No. Date Descri tlon � EXISTING GROUND p n 14 CONSTRUCT 4' BUMP OUTS. SEE INTERSEGTIONS U Q PLANS FOR ADDITIONAL DETAIL. v 2125 15 CONSTRUCT 20' ASPHALT ROADWAY PER DETAIL IIr CID EXISTING GROUND CENTERLINE ON THIS SHEET. PROJECT NO.: Ir FINISH GROUND CENTERLINE 2120 20021 (n B A) �0 �� ry0� d4m mO �� NC) mO mO �� -m mm mN N N DRAWCS N BY: z rrm- '- C4t- r' NN Pr (4 rrm C4rr-- Nrr-- CHECK D BY: O � NN NN NN (VN N �N NN �cV �N �N JB/MW U 14+0o 15+00 16+00 I 1+00 18+00 19+DO DATE: 0 09/14/2021ZF 0 N Q SHEET NUMBER CD A o T E. JARVIS CT. T N 40 0 40 80 120 5 O 5 10 15 C2.06 0 E SCALE: I"= 40'-0" VERTICAL SCALE: 1"= 5'-0" cn 1 12 13 14 15 16 17 8 9 110 111 112 113 114 115 1 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC L EN \STE i ROADWAY LEGEND PRELIMINARY ' NOT FOR w CONSTRUCTION EXISTING PROPERTY LINE �F OF NT PROPOSED RIGHT OF WAY LINE CRY B. W 0 PROPOSED LOT LINES z 0 EXISTING CONTOUR M M w 0 o In 0 1040' PROPOSED CONTOUR v .s N r` O U O -� STA:0+01.91,40.51'R _ W I _ I _ n� �L E a � � °3 o w ('�Q) TBRC 2732.98 - f 0 a o 0 0 2 p s w o E n p m co M m w 'p 11 SPOT ELEVATION Q c U 0 Y F v1 V ti" W 12 \/\/1 2591.15 m E 0.o c co 1+00 ^ 2+00n 5 3+00 4+00 13 5+00 6+00 0.20% FLOW DIRECTION AND GRADIENT w .N CL° o N z o f / SD 11 co 'j C O r0.� C ?) Lll C -p Q Qn U J W CJ J x L co r0 O O ZE 18 + o . . . . . . 3 W W W C7 Z w oXo 13 8"SS 5 o.sox 8„SS E. JARVIS ST„SS o.sox 8„ 5 $r,s °' $"SS o,soi 8"SS _ _ o s a 1° 1" s / EXTENTS OF PROPOSED ASPHALT z 1°° L TOB 41.56 :1 / STA:0+50.00, 16.50'R STA:2+00.00, 16.50'R STA:3+00.00, 16.50'R MATCHLINE SEE SHEET C2.04 TBRC 2733.68 TBRC IIIIIi 2734.43 TBRC 2734.93 / STA:5+18.09, 16.50'R `STA:0+38.66,20.6TR rn I TBRC 2736.02 ETB TBRC 2734.07 l STA:4+29.09, 16.50'R \ w 1 TBRC 2735.58 I j EXTENTS OF PROPOSED ,/ STA:0+04.18, 16.50'L CONCRETE SIDEWALK STA:0+51.90, 16.50'R V 35 TBRC 2733.50 I I I I STA:8+91.14, 16.50'R Z I TBRC 2734.36 la STA.0+41.56, 16.50'L / TBRC 2736.11 0 MAT LINE-SEE SHEET C2.04 TBRC 2734.17 I STA:8+g0.94, 1 36.11 x - I 1 / TBRC 2736.11 U)�1 Y)ol O O o I oo O O O O O O EXTENTS OF PROPOSED SEEPAGE I N I \ 13 O2 O © 13 �' I OO 00 0 BED (SEE DRAINAGE PLANS) 0 U I 00 Q 20 = K I STA:8+51.02, 16.50'R STA: 1+00.00, 16.50'R TBRC 2736.52 TBRC 2735.21 o I I I I STA:8+51.02, 16.50'L Y° , Z o TBRC 2736.52 GURB/GUTTER LOCATION II l U dR + I I I I 5 0 w STA. 1 00.00 16.50'L 0- R LOCATION CURB AND GUTTER LOG T N TOB 42.59 < 55 1 TBRC 2735.21 I I I o I - Z\ /R STA:8 TBRC 2736 98 / o Y f SCORE JOINT (TYPIGAL) w w � 1 w / co I z C s19 P JOINT (TYPICAL) w _ _ _ _ _ _ _ _ _ _ _ _ _ EXPANSION JO N = / nl N > in IR IR IR IR 1361 IR IR / / I Copyright©2021 L STA:8+00.00, 16.50'R All rights reserved, Reproduction or use in any form o ry ACCESSIBLE RAMP LOCATION WITH .� ps TBRC 2736.98 or by any means without written permission of 2b 2 ° 1 ' g DETECTABLE WARNING SURFACE Breckon Land Design.Inc.is unlawful and subject to 0 r ' IR - IR criminal prosecution L_IF I FG 36.71 NEW CONCRETE FLATWORK r 0 r � r 1 r PROPOSED STREET LIGHT o - -- - STA: 1+94.57, 16.50'R STA: 1+94,57, 16.50'L 1 0 2 TBRC 2736.90 O I I STA:7+00.00, 16.50'L rn TBRC 2736.90 TBRC 2737.87 / / z O o + PROPOSED SIGN TOB 43.73 O� o l J) ® FG 37.17 L13� FG 37.98 �p� X�O 0 0 Q STA:2+59.21, 16.50'L (�8) ACRONYM LEGEND o TBRC 2738.05 I �01 � / � I ' I 1 W H 13 �,38 I /i�� /��` / (� z TBRC TOP BACK OF ROLLED CURB 13 �13`b�r STA:4 )-,,,,' +00.00, 16.50'L c c3i3� STA:7+00.00, 16.50'R 1 \ TBRC 2740.56 TBRC 2737.87 ^'��r STA:6+00.00 16.50'L 5 TBVo TOP BACK OF VERTICAL CURB = TOB 44.36 273$ 3+p o 0 r STA:8+51.02, 16.50'R TBRC 2738.77 /�� RE RIM ELEVATION TBRC 2740.47 STA:5+00.00, 16.50'L / / C/i f 5 ° TBRC 2739.66 , / / IE INVERT ELEVATION _IR- I - STA:2+59.21, 16.50'R o TBRC 2738.05 2� 8 6 / 8"SS - _ _ - 13 ME MATCH EXISTING ELEVATION :�j 06 4 _ O FINISH GRADE ELEVATION a_ 17 / w w \ ` 13 E BHEL�pT R TA TOP OF ASPHALT ELEVATION CO W ROPE p 5+00 N -- � � � \ ��• 1 . y `SS / STA:6+00.00, 16.50'R / /� � TOP OF GONGRET�E ELEVATION � W > �+ °Q \ `5 TBRC 2738.77 / / / TOG IR \ 0O \ _ _ s \ / j // HP HIGH POINT OF FINISH GRADE �R \� STA:°4+f19.61, 16.50'R Q . ° STA:5+b0.00,"16.50'R \ / � / - o TOB 46.47 \� TBRC 2740.47- O / // �/ LP LOW POINT OF FINISH GRADE N � TBRC 2739.66 16 \ , n N \ 15 /� i/ / /%/ BG BOTTOM OF CURB .+ a_ STA:4+00.00, 16.50'R O TBRC 2740.56 z J c ( 1 TOB TOP OF BERM F UJ � w ROADWAY CALLOUT I- o Q \ z T OCONSTRUCT STREET SECTION PER DETAIL 1/G2.03 c o ■Z CONSTRUCT STREET SECTION PER DETAIL 2/G2.08 70 GONSTSRUGT 5' DETAGHED SIDEWALK PER AGHD W UJ W O2017 SUPPLEMENTAL SPEGIFIGATION STANDARD Q DRAWING SD-7OX. > CONSTRUCT VERTICAL CURB AND GUTTER PER PER I I E 0 O AGHD 2017 SUPPLEMENTAL SPECIFICATIONS O LJJ STANDARD DRAWING SD-701. Q 4 CONSTRUCT ROLLED GIRD AND GUTTER PER PER W O AGHD 2017 SUPPLEMENTAL SPECIFICATIONS 2760 STANDARD DRAWING SD-702. LL `o <°- CONSTRUCT CONCRETE VALLEY GUTTER PER AGHD \` O rn201-7 � 2755 6 DRAWINGPSD-708AL SPECIFICATIONS STANDARD � 7� r Z Q �^ T CONSTRUCT STREET SECTION PER DETAIL 3/62.08 `./J D 2750 UJ 00 ^ O CONSTRUCT STREET SECTION PER DETAIL 4/G2.08 ,, C O CONSTRUCT VERTICAL CURB TO ROLLED CURB V, TRANSITION PER DETAIL I/G2.08. N 0 2745 a II - M o N � - CONSTRUCT PEDESTRIAN RAMP PER AGHD 2017 b o 0 0 UJ = 0 w v 04 00 co r� 1O SUPPLEMENTAL SPECIFICATIONS, STANDARD W~LL z O W o N o+o r- + M ^ DRAWING SD-712. �\&Ii wm0aOcd a) IMm 0 M a W 11 N N N �� Zt�OUJ20n C3 + ,,� FINISHED GROUND II 11 G // _ w z 4 YQ 11 CONSTRUCT STREET SECTION PER DETAIL I/G2.O�f ! Ui 0 t7 G oe W w 2740 0 ,. a II II iD 00>o>a0m � II N -0,90% cn C7No m 1 78Y m rnail SAWGUT (2' MINIMUM INTO EXISTING PAVEMENT) AND J a c x D w z (� m 1Z PAVEMENT PATCH PER ISPWG 5D-301 SD-303, a z y W O SD-806, AND AGHD REQUIREMENTS. � 2735 M J EXISTING GROUND 0 W -2.00% � ��;w � v 13 CONSTRUCT STREET SEGTION PER DETAIL 5/G2.O8 REVISIONS j No. Date Description r n GCONSTRUCT 4' BUMP OUTS. SEE INTERSECTIONS 2730 PLANS FOR ADDITIONAL DETAIL. D cn EXISTING GROUND CENTERLINE 15 CONSTRUCT 20' ASPHALT ROADWAY PER DETAIL I ON THIS SHEET. Ir IF 2725 FINISH GROUND CENTERLINE PROJECT NO.: it 20021 (n N 0 Q r N r _f() dJ m d) m � �Y m umi m � m� � m m� mo � � NEI md) m� � � � 1z CS m m m � rr r �m �m � �m �m rm rm rm �m m �m m DRAWN BY: c r r T'i- rr- r- r'm r- r"r r'r r'f r r r rr rr r r'r r r O (VN NN NN NN NN NN NN NN NN NN NN �N �N NN NN NN �N �N �N CHECKED BY: JB/MW U � -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C1+00 G+50 DATE: 0 09/14/2021 0 N Q SHEET NUMBER A o T S. SNOWDEN, E. HELIOTRIPE & S. KEYPORT T EN 40 0 40 80 120 5 0 5 10 15 C2.07 o 11111111111 SCALE: I"= 40'-0" VERTICAL SCALE: 1"= 5'-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC �SS,ONAL ENG STANDARD ROLLED CURB 5'-0" TRANSITION SECTION STANDARD VERTICAL CURB �oF �\sTER (ACHD SD-702) (ACHD SD-701) a j r ROADWAY LEGEND PRELIMINARYNOT FOR w OSD s CONSTRUCTION FLOW LINE ° [ a ° EXISTING PROPERTY LINE ,� F OF a �� \ ° W° '° - - - - PROPOSED RIGHT OF AY LINE .- PREFORMED EXPANSION JOINTo MATERIAL SHALL BE INSTALLED AT PROPOSED LOT LINES BOTH ENDS OF TRANSITION SECTION �P E �_ o -� - -- EXISTING CONTOUR M CURB TRANSITION E. QUARTZ CREEK ST o o E. QUARTZ CREEK ST 16+00 0 �17 PROPOSED CONTOUR N �, 1040 10+00 ` +o �' a@ c ) co to cu 3 0 o 1,50%� �� oM � � w o 0 1,50% SPOT ELEVATION o 0 0 E 0 0 0 m � T+ FL 25.18 N 2591.15 0:m c o o m 0 co 1 c) U r, O a s W35 0 W u).s L a co N o 0 14' SIDEWALK EASEMENT 35' R.O.W. 14' SIDEWALK EASEMENT TBVC 34.32 00 0 FL 24.91 FL 24.42 0.20% FLOW DIRECTION AND GRADIENT -o ocL M� 3 0 � z -o a BC33.82 I 1.50% UJ W CJ= J L CWD o FL 33.68 CD FL 33.86 0.46% TBVC 24.90 2' 5'� 7' 1' 16.5' 16.5' 1' 7' S' 2' TBVC 24.40 W W W TBVC 25.72 BC 24.40 BC 23.90 • _ ■ • BC 25.22 TBVC 25.53 EXTENTS OF PROPOSED ASPHALT Z TBVC 34.00 o a s BC 25.03 BC 24.99 BC 24. ° L 1.75% 2% 2% 1.75% BC 33.50 53 NBC - ° ° ° ° 2% 2% f� a TOC 4.24 2 BC 33.56 TBVC'33.82 BC 24.95 gC 24.63 m BC9 33.32 - W BC 33.61 ° �TOC 25.63 TOC 25.03 i 2b 2.5 INCHES OF ASPHALT PAVEMENT ° BC 34.02 TOC 34.06 > 1 EXTENTS OF PROPOSED , N 3" ROLLED CURB AND GUTTER r�1 TOC 34.23 ° ° BC 34.05 TBVC 25.40 Y TBVC 25.250C 25.17 CONCRETE SIDEWALK a ISPWC SD-702 CRUSHED AGGR4 INCHES OF EGATE BAS4 INCH E US CONCRETE SIDEWALK O / ° TOC 34.11 \\ BC�4.90 W o BC 24.75 10 INCHES OF 2 INCH MINUS GRAVEL �� O TBVC 34.12 / 7 OR 12" PIT RUN GRAVEL SUBBASE \ TBVC,34.10 Q O / - - \ TBVC 25.36 TBVC 25.36 - - _ \ BC 33.62 O/ \ U BC 24.86 O 00 O o O BC 33.60 BC 34.83 BC 24.86 O O O O EXTENTS OF PROPOSED SEEPAGE m TBVC 34.21 J O O JF 26 O O BED (SEE DRAINAGE PLANS) NOTES: \ TBVC 4.21 Q BC 33.71 I 2� a O O O O F K I. ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF BC133.71 I ° 3� o THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. LU f ° I } I o 2. STREET GUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST , I CURRENT EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATION. U GURB/GUTTER LOCATION w 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT-OF-WAY SHALL BE INSPECTED BY ACHD. cd 4. CONTRACTOR SHALL PROVIDE A MINIMUM OF I' FLAT LANDING AT BACK OF SIDEWALK OR AT BACK OF CURB AND GUTTER LOCATION I I CURB IF NO 5IDEWALK 15 PRESENT. 5. BASE AND PIT RUN EXTEND 6" BEYOND THE BASK CURB. INTERSECTION PLAN T INTERSECTION PLAN o 6. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALLLL .5 BE A 5P-3,0 INCH J" MIX,MPG 56-26 TWO AND A SCORE JOINT (TYPICAL) w HALF INCHES (2.511) THICK AS A MINIMUM WITH 4" OF J" BASE AND 14" OF 6" MINUS PIT RUN. N 20 O 20 40 60 N TYPICAL 35 RIGHT-OF-WAY EXPANSION JOINT (TYPICAL) ■ ■ Copyright©2021 1 2 SCALE: 1"= 20'-O° 20 O 20 40 h0 All rights reserved Reproduction or use in any form o N T E N A L L A L A E DETECTABLE E T BLE RAMP LOCATION WITH or by any means without written permission of Scale: NTS „- , „ DETECTABLE WARNING SURFACE Breckon Land Design.Inc.is unlawful and subject to 0 J SCALE: I 20-O criminal prosecution. w NEW CONCRETE FLATWORK a W a 0 Q Q PROPOSED STREET LIGHT o 62' R.O.W. I �� ° " Y ° a Q t ° W PROPOSED SIGN z o VARIES > 6" VERTICAL CURB AND GUTTER Oil J ° O z ISPWC D-701 TBVC 36.08 ° TBVC 32.49 BC 31a99 49 ACRONYM LEGEND w 0 f 13' 2% 2% 1� 70% BC 35.58 (n TOC 36.66 BC 31.99 � o N -- - - - - - - - _ - - - - - - - �- ° ° Gl GEC - s z - -- - - -- - - - - - - - - - TOC 36.55 TBVC 36.07 °f TOC 36.73 TBVC 32.47 0' TBVO 32.38 TBRG TOP BAGK OF ROLLED GURB o TOC 36.63 BC 35.57 U BC 31.88 TOC 32.30 > o BC 36.18 BC 36.20 I TOC 32.47 BC 31 97 uj 1 ° TOC 32.25 TBVC- TOP BAGK OF VERTICAL CURB EXISTING PAVEMENT CONCRETE SIDEWALK TBVC 36.81 TOC 32.46 N TOC 32.08 Q ° BC 36.31 BC 36.13 � BC 36.28 A s s o RE RIM ELEVATION SAWCUT 2.5 INCHES OF ASPHALT PAVEMENT 'TBRC 36.89 \ ti i ° TOC 3 .10 s m ° TBVC 32.44 g ni ° °TO 32.04° a z 4 INCHES OF 3/4 INCH MINUS ° BC k.62 ° TBVC 36.35 \ ° TOC 37.0� 1 BC 31.94 BC 31.97 BC 31.81 IE INVERT ELEVATION / BC 35.85 ° BC 31.75 ` V CRUSHED AGGREGATE BASE ° BC 31.96 o 10 INCHES OF 2 INCH MINUS GRAVEL _ _ _ \ TBVC 36.62 FH 0,50% ME MATCH EXISTING ELEVATION w NOTES: OR 12' PIT RUN GRAVEL SUBBASE TBVC 36.99 BC 36.12 I. ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE M05T GURRENT EDITION OF THE \ BC 36.49 i TBRC 32.17 FL 31.92 PG FINISH GRADE ELEVATION � w Gg� TBVC 32.18 TBVC 31.92 G Q ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. � 0 BC 36.63 BC 31.90 FL 31.81 BC 31.42 2. STREET GUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE MOST CURRENTUJ 0- / �' BC 31.68 TA TOP OF ASPHALT ELEVATION > TBVC 37.23 Gg� , TBVC 36.57 TBVC 32.42 o BC 31.58 COEDITION OF THE ISPWC AND THE AGHD 5UPPLEMENTAL SPECIFICATION. BC 36.73 o / BC 36.60 BC 36.07 o TBVC 32.14 BC 31.53 LIJ W cp 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT-OF-WAY SHALL BE INSPECTED BY AGHD. 7+00 Gem G8 8+00 \ BC 31.92 2+04 + TOG TOP OF CONCRETE ELEVATION �/�/ Z O 4. CONTRACTOR 5HALL PROVIDE A MINIMUM OF I' FLAT LANDING AT BACK OF SIDEWALK OR AT BACK OF CURB IF BC 31.64 FL 31.54 / O NO SIDEWALK 15 PRESENT. + V 6 5. BASE AND PIT RUN EXTEND 6" BEYOND THE BACK OF CURB. 0.50% N 0,86% I \ \ 0.507 0.50% HP HIGH POINT OF FINISH GRADE Q BC 36.65 Q - c O 6. LOCAL RE-51DENTIAL ROADWAYS AND ALLEYS SHALL BE A 5P-3,0.5 INCH�" MIX,MPG 56-26 TWO AND A HALF 14+00 Np INCHES(2.5") THICK AS A MINIMUM WITH 4" OF J" BASE AND 14" OF 6" MINUS PIT RUN. 2�3� 2�3� BC 36.69 \ 68� E. JARVIS ST 2�32 E. JARVIS CT LP LOW POINT OF FINISH GRADE N E. JARVIS ST � n - N 62' STANDARD HALF COLLECTOR STREET BC31.53 BC31.51 = BG BOTTOM OF CURB .+ o3TBRC 36.99 TBRC 36.62 TOB TOP OF BERM 5 EUARTZ R E E K TA 0+82 T 11+89 Scale: NTS - - - BC 36.72 BC 36.35 - TBRC 31.81 TBRC 31.73 TBRC 36.88 TOC 36.45 BC 31.54 BC 31.46 w Q BC 36. 1 LJJ F o 0 0 ° ° ° ° s ° ° ° ° ° S ° TOC 36.66 ° ° a ° ° ° °� ° ° °° ° ° TOC 31.90° OC 31�8 ROADWAY CALL OIJT z � � Q 62' R.O.W. O CONSTRUCT STREET SECTION PER DETAIL I/G2.03 ~ -2 733- '732, LL o I � CONSTRUCT STREET SECTION PER DETAIL 2/G2.08 w 3' 2' 3' 3' 12' 16.5' 8' 5'----- 3: 70 GONSTSRUGT 5' DETACHED SIDEWALK PER AGHD 2% 2% INTERSECTION PLAN INTERSECTION PLAN O DRAWINGP50-OXALSPEGIFIGATIONSTANDARD p z T T > _ 20 O 20 40 60 N 20 O 20 40 60 CONSTRUCT VERTICAL CURB AND GUTTER PER PER E 5 ■ ■ O AGHD 201-7 SUPPLEMENTAL SPECIFICATIONS Ir O v 6" VERTICAL CURB SCALE: I"= 20'-0" SCALE: I"= 20'-0" STANDARD DRAWING SD-101. BORROW DITCH 2.5 INCHES OF ASPHALT PAVEMENT AND GUTTER CONCRETE SIDEWALK 4 4 INCHES OF 3/4 INCH MINUS ISPWC SD-702 CONSTRUCT ROLLED CURB AND GUTTER PER PER W GRAVEL SHOULDER CRUSHED AGGREGATE BASE O AGHD 201-1 SUPPLEMENTAL 5PECIFIGATIONSLL _ 10 INCHES OF 2 INCH MINUS GRAVEL STANDARD DRAWING 5D--102. LL o OR 12" PIT RUN GRAVEL SUBBASE 0- NOTES: p� I. ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF I / / I 20NSSUPPLTRUCT SUPPLEMENTAL VALLEY GUTTER PER AGHD THE ISPWC AND THE AGHD SUPPLEMENTAL SPECIFICATIONS. O 2017 SUPPLEMENTAL SPEGIFIGATIONS STANDARD 2 2. STREET GUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE M05T DRAWING 50-708. y r CURRENT EDITION OF THE I5PWG AND THE AGHD SUPPLEMENTAL SPECIFICATION. r n Q 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT-OF-WAY SHALL BE INSPECTED BY AGHD. TOC 35.77 / O CONSTRUCT STREET SECTION PER DETAIL 3/62.0S 4. CONTRACTOR SHALL PROVIDE A MINIMUM OF I' FLAT LANDING AT BACK OF 5IDEWALK OR AT BACK OF w CURB IF NO SIDEWALK I5 PRESENT. p Q TOC 35.75 ° ° O CONSTRUCT STREET SECTION PER DETAIL 4/02.08 O 5. BASE AND PIT RUN EXTEND 6" BEYOND THE BACK OF CURB. S 6. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A 5P-3,O.5 INCH J" MIX,MPG 56-26 TWO AND A c'4 HALF INCHES(2.5") THICK AS A MINIMUM WITH 4" OF J" BASE AND 14" OF 6" MINUS PIT RUN. ° CONSTRUCT VERTICAL CURB TO ROLLED CURB TBRC 35.60 TBRC 35.68 ° 9 TRANSITION PER DETAIL 1/62.0&. N 62' HALF ROAD SECTION _ _ _BC 35.33 FH BC 35.41 ch >-W W U ® scale: NT5 1O SUPPLCONSEMENTAL ENTCT ALD PETGRIFIGATIONSIAN RAMP PSTANDARD ER AGH0 01J� 1 G U.u-1-U.z- E QUARTZ REEK TA 11+89 T 17+18 BC35.40 O DRAWING 5D--112. \� Wmo0�o� O �l ZV0LU BC 35.42 / E. JARVIS ST 11 CONSTRUCT STREET SECTION PER DETAIL I/G2.0a / Ui 10� M 5+00 / wo�azzm 40' R.O.W. 14' SIDEWALK EASEMENT 4 rn - 5AWGUT (2' MINIMUM INTO EXISTING PAVEMENT) AND J a C x D W z (; v / 0.50% 12 PAVEMENT PATCH PER I5PWG 5D-301, 5D-303, 4 3>-W SD-50(o AND AGHD REQUIREMENTS. _m O FL 35.37 / BC 35.44 REVISIONS 1 5 16.5 16.5 1 5' 2 FL 35.60 FL 35.70 No. Date Description � ' ' ' ' ' 7' ' BC 35.50 `� U 1.75% v 1.75% 2% 2% 20 f� ° s ° ° TBRC 35.84 0,50% TBRC 36.02 -� TBRC 35.58 ° BC 35.57 BC 35.79 BC 35.75 BC 35.31 BC 35.63 BC 35.80 1 a ° ° 2.5 INCHES OF ASPHALT PAVEMENT TBRC 35.64 C a - TBRC 36. 6 cv PROJECT NO.: 4 INCHES OF 3/4 INCH MINUS BC 35.37 BC 35.68 In ° BC 35.79 ^ CRUSHED AGGREGATE BASE CONCRETE SIDEWALK TOC 36.29 20021 UJ 3" ROLLED CURB AND GUTTER B 10 INCHES OF 2 INCH MINUS GRAVEL TOC 35.94 ° a,TOC 36.00 Q a TOC 36.3o DRAWN BY: z A) ISPWC SD-702 OR 12" PIT RUN GRAVEL SUBBASE \ ° O I ° CS NOTES: TOC 36.13 r CHECKED BY: p I. ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE M05T CURRENT EDITION OF TOC 36.18 TBRC 36.09 JB/MW U � THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. TBRC 36.04 O BC 35.82 CID 2. STREET GUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE M05T BC 35.77 0- DATE: CURRENT EDITION OF THE AND THE AGHD SUPPLEMENTAL SPECIFICATION. 1(7�i�361 °Y > -CD 36.11 0 ISPWC 3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT-OF-WAY SHALL BE INSPECTED BY AGHD. BC W BC 35.84 09/14/2021 0 4. CONTRACTOR SHALL PROVIDE A MINIMUM OF I' FLAT LANDING AT BACK OF SIDEWALK OR AT BACK OF 35.84 Y C N CURB IF NO 51DEWALK 15 PRESENT. 5. BASE AND PIT RUN EXTEND 6" BEYOND THE BACK OF CURB. N 6. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A 5P-3,0.5 INCH J" MIX,MPG 56-25 TWO AND A SHEET NUMBERCD A oN HALF INCHES (2.5") THICK AS A MINIMUM WITH 4" OF J" BASE AND 14" OF 6" MINUS PIT RUN. INTERSECTION PLAN T m TYPICAL 40' RIGHT-OF-WAY 20 0 20 40 60 C2.08 5 INTERNAL L AL R AD E TI N Seale. NTS N I SCALE: I"= 20'-0" co 1 12 13 14 1 5 1 6 17 1 8 19 110 111 112 1 13 114 115 1 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING L EN \STE p�c7'L i ROADWAY LEGEND PRELIMINARY ; ' NOT FOR w CONSTRUCTION EXISTING PROPERTY LINE �\� d� dd - dd dd dd dd d� d� dd PROPOSED RIGHT OF WAY LINE o 0 \ - - PROPOSED LOT LINES �>3, o 43� 4 g�\ 38, 1 050- EXISTING CONTOUR w S. MERIDIAN RD o \ +00 8+00 9+00 10+00 11+00 12+00 13+00 13+35� o N o M 5+00 6 00 7 - -_ - STA:9+00.00,44.06'R � ' 0 0 C o / +t r i CD 1040' PROPOSED CONTOUR v .o ° N a co STA:9+00,36.08'R T� �.53 2��V / t�3 ME 2740.71± AA 2� STA: 11+00,36.05'R �L j n 3 o w / 2I STA: 10+00,36.06'R STA: 12+00,36.03'R STA: 13+00,36.01'R SPOT ELEVATION s E � E .N � � co � ° w 2591.15 Sao, E � � � � c� � m STA:8+58,oci.09'R 3 ME 2739.76± 3 ME 2738.82± 3 ME 2737.69± 3 ME 2736.88± STA: 13+22,36.00'R a v 0 Y ME 2740.98± / ME 2736.71± c L) 0 -r z 0- � co N `0 U o STA:8+58,40.81'R N- U J W CJ = J r coC `m o / (� o (u .i1-6 3 CU C Q 0,20% FLOW DIRECTION AND GRADIENT "' U) ._ � 0 z Cd ME 2740.97± 0 2 0 - 2 -o O - 3 W a- co t� f ---- w - O (U - EXTENTS OF PROPOSED ASPHALT 6.41' R.O.W.` DEDICATION MATCHLINE-SEE SH EETC2.01 o 2744= - _ -_� I - 2741 2740- STA: 10+02.51,52.06'R _ _ STA: 11+00. 0,52.05'R _ STA: 12+00.00,52.03'R 2743 =2742 - - - - - - - - - - - TA 2739.42 TA 2738.50 TA 2737.37 I I j , EXTENTS OF PROPOSED CONCRETE SIDEWALK 2748- z -2749 = - �2748- - -_ _ _ _ _ _ - - I I - _ - 2741 2742 _ - - - - - - _ - - - - - STA: 12+87.29,52.01'R / I + I q TOB 46.47 TOB 44.36 TOB 43.73 TA 2736.50 o a - - - I TOB 42.59 TOB 41.56 TOB I I I i o40.5� 39O I I�~ Y 8 TOB1 OO OEXTENTS OF PROPOSED SEEPAGE OW O OOOO TOB 50.20 O BED (SEE DRAINAGE PLAN S)OOOO -2740 W OOO I oz J ry� 1 �Lu � Il 0l z\/ oo ZLL co o 0 O00o O URB/GUTTER LOCATION00 I z I 21 36 / f / O 00 00 00 B O GUR AND GUTTER LOCATION O 0 U O 'SGORE JOINT (TYPIGAL) 0 0 � ° � w � EXPANSION JOINT (TYPICAL) Copyright©2021 Z I } ) I III All rights reserved, Reproduction or use in any form o I I I I or by any means without written permi ACCESSIBLE RAMP LOCATION WITH ssion of mi / I 1 f I 05 DETECTABLE WARNING SURFACE Breckon Land Design.Inc.is unlawful and subject to 0 JN - O criminal prosecution w a, i .I �, t NEW CONCRETE FLATWORK a 0 PROPOSED STREET LIGHT o w S. MERIDIAN RD. z .Z PROPOSED SIGN 40 0 40 80 120 O SCALE: 40'-0" ACRONYM LEGEND H W TBRC TOP BACK OF ROLLED CURB r v/ W TBVC TOP BACK OF VERTICAL GURB 0 RE RIM ELEVATION IE INVERT ELEVATION CV W ME MATCH EXISTING ELEVATIONCi 5 w 0 L FG FINISH GRADE ELEVATION _ CO W 120' R.O.W. TA TOP OF ASPHALT ELEVATION ±38' ±36' 16' 3' 4' 3' 4' MM w W o roc TOP OF CONCRETE ELEVATION ( , HP HIGH POINT OF FINISH GRADE v O z ® 2% LP LOW POINT OF FINISH GRADE n N BG BOTTOM OF CURB ., 1..- o TOB TOP OF BERM EXISTING PAVEMENT7 SAWCUT BORROW DITCH F � LLI o GRAVEL SHOULDER ROADWAY CALLOUT U--1 z Q 5 UT 5.5 INCHES OF ASPHALT PAVEMENT CONSTRUCT PEDESTRIAN RAMP PER AGHD 201-7 L � NOTES: 6 INCHES OF 3/4 INCH MINUS SUPPLEMENTAL SPEGIFIGATIONS, STANDARD c I. ALL CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE MOST CURRENT EDITION OF THE CRUSHED AGGREGATE BASE O O ISPWC AND ITO SPECIFICATIONS. 18 INCHES OF 2 INCH MINUS GRAVEL DRAWING 5D-112. 2. STREET GUTS AND SURFACE RESTORATION SHALL BE COMPLETED IN ACCORDANCE WITH THE M05T CURRENT OR 12" PIT RUN GRAVEL SUBBASE EDITION OF THE ISPWC AND ITD SPECIFICATION. O CONSTRUCT STREET SECTION PER DETAIL I/G2.04 Q E3. ALL STORM DRAINAGE IN THE PUBLIC RIGHT-OF-WAY SHALL BE INSPECTED BY ITD. C E SAWGUT (2' MINIMUM INTO EXISTING PAVEMENT) AND > `J S. MERIDIAN R D. RIGHT TURN LANE O PAVEMENT PATCH PER I SPWG ENT5. , 50-303, SD-806, AND AGHD REQUIREMENTS. E I TREET SECTION scale: NTS Ir O T Lu Li O Q Z D LIJ 2 0 N U N U o a �w w O 9m G�OOF Gw N T y W W U. 2 I- y G 7J O `\ Wm9LLOOH yC1t7WZ(90 Q �QGm J Q U n W z C J OK 2 �Z�W O REVISIONS ' No. Date Description r Q U PROJECT NO.: 20021 (n B 3 DRAWN BY: z a� CS OU CHECKED Y JB/MW U 0 DATE: 0 09/14/2021 C* 0 0 N SHEET NUMBER o T A `li 0 C2.09 L Q I 1 12 13 14 15 16 7 18 19 110 111 112 113 114 115 116 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING E EN � ��G\STE TRAFFIC CONTROL- PRELIMINARY j PLAN LEGEND IVOT FOR CONSTRUCTION a - - PROPERTY LINE R� OF wr P ❑ B. ; CENTERLINE Z dd C - C- - - - RIGHT OF WAY LINE w a w M I GONSTRUGTION ZONE a, o .0 z U N a � �� oC o 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7 0 oCo L E 7 C T 3 O w o E - a) EOQ .� OO CD� Ur w UJ S. MERIDIAN RD EXISTING EDGE OF PAVEMENT w m o L a m N o U 01 ' W U -JWU` �J X O CD Z Z • • • • • • u W W 30 O 20—I I PROPOSED STREET LIGHT _ w _ p I O dd ' O PROPOSED TUBULAR AR MARKERS/GONE5 OR BARREL w L ❑w 1000' PROPOSED SIGN o I o 0 0 0 0 w _ _ _ == = - TRAFFIC CO NTRO L _ _ _ - - - - - - PLAN NOTES K 1. NO LANE GL05URE5 ALLOWED BETWEEN 5AM AND o IOPM. , Z z Uj 2. MAINTAIN MINIMUM 12' LANE IN EAGH DIREGTION I `, w BETWEEN 5AM AND IOPM. w 0 N W �z S. MERIDIAN RD. Copyright©2021 50 0 50 100 150 Z All rights reserved. Reproduction or use in any form ❑ or by any means without written permission of 2b ii_ Breckon Land Design,Inc.is unlawful and subject to 0 SGALE: 1 50'-0 Jcriminal prosecution. it w w CALLOUT LEGEND 0 w OINSTALL TEMPORARY SHOULDER WORK SIGN PER a MUTGD N21-5. z o OINSTALL TEMPORARY END ROAD WORK O 516N PER MUTGD 620-2. O3 INSTALL TUBULAR MARKERS/CONES SPACED EVERY 55-FT. r n LL �+ O4 � w INSTALL ROAD WORK AHEAD SIGN PER MUTGD W20-I. SPEED PER PLANS O INSTALL ROAD WORK BARRELS EVERY z 20-FT AT TAPER. 01 Q M Q d d-3 Cl d] dd d� W LLI N Q � z N N 6+00 7 0 8+00 9+00 10+00 11+00 12+00 13+00 1 + 5 1 = c - - - - - - - - - Wco 29&97' M O Q S. MERIDIAN RD �•J - — — — — — Q — — — — — — — — U z N w 1 U O — — — — — — — — — — — — � = Q _ d� d� 5 3 3 N Ol ---------- _ _ _ _ _ _ O N 150' = EXISTING EDGE OF: PAVEMENT TUBULAR MARKERS/GONES — _ U W F _ — — — I F7 Q- - - - - - - - - - - _ _ _ _ - - - - - U 5 - - - _ _ _ _ _ -- _ _ _ _ _ _ _ � � � � — — _ _ _ _ _ - _ - - — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - �` I w F (� L z - - — — — — — — — — — — — - - - _ — — — — — — — — — — — — - - __ - - - _ • L.L 0 5; 2 < t LJ 0 w E v .z S. MERIDIAN RD. W 50 0 50 100 150 U— Q a � SGALE: I"= 50'-0" O a rn Z D W v N N ®_ yWd'Og�c \ _ O Ulm� NCWit7wz00: / Z> nQ-I �QC7000WW mom � i O JQDC DW �Z C�W � O 298.97' - - - - - - - - - - �- - - - - - - - - - - - - - - - — — — REVISIONS W S. MERIDIAN RD 1021.79' 2O-I No. Date Description 00 0 U `ID ¢ EP s3 LE-' �3 EP EP3 EP °' 93 EP EP PROJECT NO.: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B C1 N '564908L - - - - - - - - - - — - - - - - - - - - - - - - - - - DRAWN BY: z 1000' 801 - - 801 — — _ — CS _ _ _ _ 801 80 — — _ N3'53'20"E - _ - _ - - _ - - _ - - - - - - - - - - - - - - - _ - - - - _ _ - - _ - _ - - _ _ - - _ _ - - _ - _ 801 CHECKED BY: _ - - - — _— — _ - - - - - - - - - - - - — _ _ _- - _- - - - - - - - - - - - - - - JB/MW U Nh — - - - _ - - _ - - _ — _ - - - _ — - - - - - - - - - - - - - _ - - - - - - - - _ _ - - - - _ - - - - _ _ _ — _ _ _ _ _ - - - - - — — 090142021 o - - / / o ON 04 o SHEET NUMBER A o S. MERIDIAN RD. T .z C2.10 50 O 50 100 150 0 s �� Q1 r SGALE: 1"= 50'-0 cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC S��NAL EN \STE i DRAINAGE LEGEND PRELIMINARY ; - - - - - NOT FOR w EXISTING PROPERTY LINE CONSTRUCTION ° a I FROF05ED LOT LINE 'L19Ry B wP�\' o / PROPOSED RIGHT OF WAY o z 1050 FROF05ED CONTOURS o EXISTING GONTOUR5 M - 2591.15 L SPOT ELEVATION E N FLOW DIRECTION AND B I@ ) m 0. @ + I 0.20% GRADIENT .m C. Leo M � w I Way E T � cb m .C: �,C.b cUi� vco13 L EXTENTS OF SWALE BASIN W `° 5 L `° W O N z = � o m.Lr- 3N c z U J W CJ J - CWo • • • • • • LL W W 0 w T KEY MAP ° Z 00000 O 00 EXTENTS OF SEEPAGE BED o M O O O ■ m TYPE IV,CB#1 CATCH BA51N - TYPE IV , RE 48.92 PER ISPWG STANDARD IN 2025.64 E 3758.98 DRAWING SD-604 0 i a PIPE OUTFALL AS o DETAILED a / \ 15 L.F. 4"0 2% DRAIN PIPE A5 SPECIFIED, SDMH #8 / S 5 SIZE AS NOTED ON PLAN K /RE.2731.02 / / ♦ \ 12"INV:2728.66 / A IN:688158.37 / A� 1 w Q5= 1.5 CI ACRONYM LEGEND Q25= 1.59 CFS � � \ Q100=2.22 CFS 12"SD IE 27.89 I I 0 8"SS IE 26.98 \ \\ \\ \ w 0.8% 36 LF 6 \ \ � / / /� \\_ ♦ \\ \ \ 7BRG TOP BACK OF ROLLED CURB Lu TA TOP OF ASPHALT 1 TYPE IV CB #1 / ♦ Copyright 8 SS - 6 108 LF 0.8% / RE:2730.72 \ \ Co ri ht c 2021 Z \ IE All or by my means with Reproduction written operm �______ \ S ' Breckon Land Design, iunlawful ul anduse subject any form ❑ / 12" INV:2728.22 / RE RIM ELEVATION y any means without written permission of � N:688108.98 prosecution subject to 0 TYPE IV CB #6 � \ \ \ \ E:2455813.33 / \ \\\ INVERT ELEVATION RE:2731.45 Q25= 1.41 CFS a 12" INV:2728.95 \\ �O Q100= 1.97 CFS \ \ ME MATCH EXISTING ELEVATION IN: :688141.23 \ \ / \ E:2455675.72 3.0% 14 LF 6 SDMH #1 j \ \ FFE FINISHED FLOOR ELEVATION z Q25= 1.59 CFS '' \ \ RE:2730.54 \ o Q100=2.22 CFS 12"INV:2727.80 \ \ 3.5%C2 LF 6 \ 18"INV:2727.30 \ \ \ �N:688094.54 �\ DRAINAGE CALLOUT Q E:2455803.26 O a 12 TYPE IV CB #2 \ \�'� SO �8' Q25=7.07 CFS �\ \ \` \ INSTALL 18" PERF PIPE 0 0.0%. LENGTH AS SHOWN ON o RE:2730,72 \ `��, Q100=9.86 CFS \ O PLANS. r n w 1 1 12" INV:2728.22 \ / \ V♦ ° H N:688083.28 �� S� \� V z INSTALL 18" SDR35 SOLID WALL PVC, PIPE ® O.O%. E:2455795.40 2 TRANSITION 5' INTO SEEPAGE BED TO PERFORATED PIPE (� w Q25=4.07 CFS 0.7% 89 LF 7 SDMH #2 / \ \ I \I \ \ O PER AGHD 2017 5TORMWATER DESIGN GUIDELINES SECTION `�' Q100=5.67 CFS � RE:2731.00 18"INV:2726.68 i \ \I 8200 STANDARD DRAWING BMP 20. o N:688039.51 CONSTRUCT OBSERVATION WELLS PER AGHD 2017 > E:2455882.46 STORMWATER DESIGN GUIDELINES SECTION 8200 7.07 CIFS STANDARD DRAWING BMP 20 AND STANDARD DRAWING � U z N \ \ CFS © \ �\ DETAIL Orb. INTERNAL WELL SHALL BE INSTALLED 5-FEET N \\ Q100 \ 3 FROM THE END AND EDGE OF THE BED. OUT5IDE WELL LL SHALL BE INSTALLED A MINIMUM 20' FROM THE PERIMETER r n r n OF THE BED. PLACE THE WELL IN THE SIDEWALK FOR �+/ v/ w (� ,_ PROTECTION, WHEN AVAILABLE. W Q \ --------- �: N ----- ��R� ` = 7 133 LF 0.7% �° w aoco CONSTRUCT SEEPAGE BED PER AGHD 2017 STORMWATER > J o / \ j \ ` DESIGN GUIDELINES SECTION 8200 STANDARD DRAWING ! , O BMP 20. 01MEN51ON5, AS SHOWN. AGHH MUST INSPECT AND `f O Li- o Q VERIFY THE INFILTRATION RATE AFTER FACILITY IS FULLY EXCAVATED. N v 11 I \ AGHD IS NOW INSTALLING ELECTRONIC MARKERS ON EACH 0- o �o �\ CORNER OF THE FACILITY. CONTRACTOR SHALL V \ 1 COORDINATE WITH AGHD INSPECTION FOR PLACEMENT OF z 5 SDMH #3 O MARKERS DURING CONSTRUCTION AND BACKFILLING. L Q \\ \ \ AGHD I5 CURRENTLY SUPPLYING THE DEVICES. m �\ 0 �, RE:2731.76 1 1 W > waft -' 18" INV:2725.75 ` z �� : �N:687919.62 1 1 WHEN ROCK 15 ENCOUNTERED, CONTRACTOR TO HAVE \� tP� 55939.09 E:24 \ PERCOLATION TEST PERFORMED BY SOILS ENGINEER \ \ Q25=7.07 CFS AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF f c \ \\ � Q100=9.86 CFS 1 1 1 PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS v ` \ 2 r,�� 0 2�33 REPORT AND ENGINEER, CONTRACTOR MAY NEED TO w \ �� _ BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO Q Q - ��'0 9 7 100 LF 0.7% u� �- - 1 1 W W\ _ OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REGUIRED INFILTRATION. C i 1 1CONTRACTOR °' \ �, I \ GROU DWATER 5TENCOUNTERED WITHIIN 5-FEET�OFITHELY IF 1500 GAL SG #1, 2, 3, & 4 SB #1 ' BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION E � \ 1 \ \ \ Q) RE:2735.52 FG:2733.92 1 FACILITY AND/OR IF IT 15 HIGHER THAN ANTICIPATED. \ ELEV IN:2725.05 WIDTH =35' \ \\ \ 1 1 ` \ (LENGTH -211' GROUNDWATER DATA DERIVED FROM GEOTEGHNIGAL Q ELEV OUTLET 2724.95 \ \� \ DEPTH-5.6' REPORT PREPARED BY MTI, DATED 2/10/2020. Q \� ELEV OUT:2724.70 TOP OF GRAVEL=2727.20 A 1 I 1 " SAND AND GREASE TRAP PER AGHD 2017 STORMWATER BAFFLE SPACING:20 BOTTOM OF GRAVEL=2721.60 o I i 1 5 DESIGN GUIDELINES SECTION 8200 STANDARD DRAWING 2 N:245592 . BOTTOM OF SAND=2<2717 BMP 01. REFER TO STANDARD DRAWING FOR ELEVATION � E:2455924.26 GROUNDWATER EL=<2717 ' 1 1 9.1 /0 38 LF 6 \� INFILTRATION RATE= 8 IN/HR A THROUGH D LOCATION. V100=21,535 CIF 54 ' r Z Q ! 7 41 LF 1.0% N: 687752.17 II 1 O INSTALL 12" 5DR35 PVG PIPE. V, z SDMH #15 - - n LENGTH AND SLOPE AS LISTED ON PLANS. UJ B RE:2737.40 I j -- IR ----- E:2456035.79 FG 31.63 p 12" INV:±2728.5 IFG 36.00 1 201 LF O 1 11 7 INSTALL 18" 5DR35 PVC, PIPE. N:687761.81 O O p O 00 O O O O LENGTH AND SLOPE AS LISTED ON PLANS. c� E:2455906.11 10 0 O /O O O O O O 15 O � t0 �-0,5� O I ' II SAVE AND PROTECT EXISTING STORM STRUCTURES AND Q25= 1.84 CFS SDMH #4 0 /0 0 o p Op° ° 0000000 00 �N 1 8 dl FYI GCW O O O O O Op O O0 Op Op O �, PIPE. b a�ox W r , ® Q100-2.52 CFS O ) O 4 \C I ' \ O v ® RE:2735.95 2 n O O Opp ® r'� � �p ui~LL z t= O %' 18" INV:2723.83 7 �� r',,'D0 �'I0 - ,, O w, p C O O r.'�' p / \ CONSTRUCT INFILTRATION BASIN PER AGHD 201-T vyi W o 0 o J nIrmI I N:687756.95 O O C"'?,10 O�O nGa"� p O 3 1 201 LF 1 STORMWATER DESIGN GUIDELINES SECTION 8200 �* ?U W Z z P Q m E:2455924.05 FG 31.66 l I STANDARD DRAWING BMP 10 AND DETAIL I ON THIS SHEET. //y��am _ �+Z 0 a�z W Q25= 11.53 CFS FG 36.70 ---- _------- / O AGHD 5TORMWATER BASINS SHALL BE LANDSCAPED r/V m>E>a o m / I 211'-------------- \ I Q100= 16.08 CFS - - _ _ ACCORDING TO THE "ADA COUNTY HIGHWAY DISTRICT JNo 42ZI a n u D w I / I -__ _ ► 5TORMWATER MANAGEMENT BA51N REVEGETATION J Z_O W 2 0% 12 LF 7 �� - _ ` I GUIDANCE MANUAL" (OCTOBER 2017) IN APPENDIX D. v O / - ----- �� 10 CONNECT TO EXISTING 12" STORM PIPE. CONFIRM LOCATION REVISIONS SDMH #5 / 1 O AND INVERT. No. Date Description CID C / RE:2737.16 v 18"INV:2723.83 1 I N:687740.96 / E:2455924.72 C Q25= 11.53 CFS Q100= 16.08 CFS PROJECT NO.: v 20021 U) B DRAWN BY: °' / > Cs O / V CHECKED BY: i O J DATE:M 0 09/14/2021 a 0 N Q DRAINAGE PLAN SHEET NUMBER CD A N r N 40 O 40 80 120 C3.01 0 SCALE: I"= 40'-0" r cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC S�DN°L EN \STE i �h PRELIMINARY - - NOT FOFR w CONSTRUCTION -�F OF \Ur DRAINAGE LEGEND �Ry B. wP� z1 I EXISTING PROPERTY LINE o PROPOSED LOT LINE M - - - - PROPOSED RIGHT OF WAY ° o N a o \�\ \ 1050 L," to ; o PROPOSED CONTOURS ' a�i � � coN oC0 � + I EXISTING CONTOURS L .m M w 2591.15 SPOT ELEVATION � o o.s a 0 co N `o v o � 0 _ W U) � O Z cu C FLOW DIRECTION AND r; w c� r cCOo o 0.20% GRADIENT 3 a a to w T KEY MAP EXTENTS OF SWALE BASIN w 0 M w IN m O 0 OO O0 00 EXTENTS OF SEEPAGE BED 0 ,0000 a m TYPE IV,CB#1 CATCH BA51N - TYPE IV ° IN 025.64 RE 48.92 PER 15PWG STANDARD E 3758.98 DRAWING SD-604 z 0 K PIPE OUTFALL AS Z DETAILED 1 Z SD L.F. 4n0 2% DRAIN PIPE A5 SPECIFIED, SIZE AS NOTED ON PLAN I I 0 N ACRONYM LEGEND w z I SDMH #14 Copyright©2021 = RE:2735.09 All rights reserved. Reproduction or use in any form o or by any means without written permission of 2b 12" INV:2732.64 Breckon Land Design,Inc.is unlawful and subject to 0 IF N:688159.03 TBRG TOP BACK OF ROLLED CURB criminal prosecution. w J r - - - - - - - - - - - - - - - - - - - E:2454640.33 - - - - Q25=2.89 CFS TA TOP OF ASPHALT a 0 c Q100=4.02 CFS RE RIM ELEVATION W8" W8" W8" W8" o SB #5- - IE w FG:2734.58 Q INVERT ELEVATION WIDTH=60' SID -z� SD SD SD SD SD SD SD SID z LENGTH=75' �� ME MATCH EXISTING ELEVATION _ DEPTH=5.6' L) i TOP OF GRAVEL=2731.00 O� / FPE FINISHED FLOOR ELEVATION O a I I BOTTOM OF GRAVEL=2725.40 °SS 8"SS 8"SS 8"SS 1.0% 16 LF 6 8"SS "SS / / BOTTOM OF SAND=2723.90 LL L.I I IR GROUNDWATER EL=<2721 IR IR - - _INFILTRATION RATE= 81N/HR - - �- DRAINAGE CALLOUT �n OVip I V100=13,067 CIF SDMH #12 _ - - - - - - - - - - - - - - - - - \ 1 INSTALL 18" PERF PIPE a 0.0%. LENGTH A5 SHOWN ON � N:688265.83 E:2454108.82 18"INV:2727.51 TYPE IV CB #9 iv O PLANS. 0 �1 IN: RE:27 688289.1435 30 w � J U E:2454167.81 12"INV:2732.80 INSTALL 18 5DR35 SOLID WALL F'VG PIPE ® 0.030. x O O O 7 11 LF 0% Q25=6.99 CFS I I IN:688141.86 Q TRANSITION 5' INTO SEEPAGE BED TO PERFORATED PIPE O O Q100=9.75 CFS E:2454649.58 PER AGHD 2017 5TORMWATER DESIGN GUIDELINES SECTION N o z I I I O UJ S� I I I / Q25=2.37 CFS \ 8200 STANDARD DRAWING BMP 20. �} N Q100=3.29 CFS V I I O O O O 65 LF SDMH #11 0 CONSTRUCT OBSERVATION WELLS PER AGHD 2017 w Q O O RE:2733.22 W 2 O 18" INV:2727.51 ;i I I STORMATER DESIGN GUIDELINES SECTION 5200 G I I O O U .23 I STANDARD DRAWING BMP 20 AND STANDARD DRAWING IN:SD S - DETAIL Orb. INTERNAL WELL SHALL BE INSTALLED 5-FEET M J p co I (� O E:2454167.77 O FROM THE END AND EDGE OF THE BED. OUTSIDE WELL W W O Q25=6.99 CFS Q100=9.75 CFS i I III II O 4 0 O I U SHALL BE INSTALLED A MINIMUM 20 FROM THE PERIMETER I 9 � � OF THE BED. PLACE THE WELL IN THE SIDEWALK FOR O O O O O o PROTECTION, WHEN AVAILABLE. Q ® I I LLJ �� O$ 7 11 LF 0/o CONSTRUCT SEEPAGE BED PER AGHD 2017 STORMWATER O O O 0 p DESIGN GUIDELINES SECTION 8200 STANDARD DRAWING 0- o � 65 LF � O BMP 20. DIMENSIONS, AS SHOWN. AGHH MUST INSPECT AND \ O O O O O C' 2 O SDMH 0 VERIFY THE INFILTRATION RATE AFTER FACILITY IS FULLY < E I I � SD OSO RE:2733.34 EXCAVATED. \L F 1i Ir I O O O ZOO I Lu < 7 11 LF 0% 18" INV:2727.51 z 'o �O O IN:688259.14 z AGHD 15 NOW INSTALLING ELECTRONIC MARKERS ON EACH I ` I E:2454167.73 CORNER OF THE FACILITY. CONTRACTOR SHALL Q Q25=6.99 CFS COORDINATE WITH AGHD INSPECTION FOR PLACEMENT OF UJ \ SDMH #9 Q100=9.75 CFS AGHD IS GUDRRENTLY SUPPLYING THEMARKERS CONSTRUCTIONN DEVICESBACK�ILLING. 1% 20 LF 7 RE:2733.47 0 Ic Ir I \ 18"INV:2727.51 WHEN ROCK 15 ENCOUNTERED, CONTRACTOR TO HAVE ' 1 0 / IN::688244.14 J Q E:2454167.70 I PERCOLATION TEST PERFORMED BY SOILS ENGINEER LJ UJ 1 - \ I AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF z Q25=6.99 CFS SDMH #15 Q100-9.75 CFS I I I PERCOLATION 15 LE55 THAN SPECIFIED BY THE SOILS > I I / RE:2734.08 \ REPORT AND ENGINEER, CONTRACTOR MAY NEED TO 18" INV:2727.71 cP0 BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO IN:688220.36 \ OCCUR OR REDE5I6N THE SYSTEM TO ACHIEVE THE E:2454167.64 REQUIRED INFILTRATION. I I I V I Q25= CFS 1 / Q100= CFS CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF W Q \ ° GROUNDWATER 15 ENCOUNTERED WITHIN 3-FEET OF THE/ 1 /0 44 LF 7 Sv I I I BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION LL 0 1 I \ I FACILITY AND/OR IF IT 15 HIGHER THAN ANTICIPATED. � -1500 GAL SG #8, 9 & 10 \ � _ - SDMH #13 GROUNDWATER DATA DERIVED FROM GEOTEGHNIGAL / RE:2733.14 / RE:2 W I / ELEV IN:2728.50 \ 12" INV:V:272729.18 \ REPORT PREPARED BY MTI, DATED 2/10/2020. r Q I I ELEV INLET BAFFLE:2728.00 18" INV:2728.68 SAND AND GREASE TRAP PER AGHD 2017 5TORMW CD V/ z z I ( ELEV OUTLET BAFFLE:2728.40 IN:688159.30 - -- - - - - - - - - - - - - - - - DESIGN 6UIDELINE5 SECTION 8200 STANDARD DRAWING w < 1 ELEV OUT:2728.15 E:2454216.98 rj Q25=5.40 CFS O BMP OI. REFER TO STANDARD DRAWING FOR ELEVATION I BAFFLE SPACING:20" _ A THROUGH D LOCATION. 11 IN:688176.75 Q100=7.53 CFS W8" W8" v"v8" 0.8% 419 LF 6 WB WE E:2454197.62 INSTALL 12" 5DR35 PVC, PIPE. O LENGTH AND SLOPE AS LISTED ON PLANS. w I ' I TYPE IV CB #8 SD SD SD SD SD SD SD SD SD SD SD SD SD SID �z- S a UJI c= H U _ W RE:2732.73 INSTALL 18" SDR35 PVC PIPE. w 0 ui a°z I 18" INV:2728.51 1.0% 18 LF 7 `� w o- O � 7 LENGTH AND SLOPE AS LISTED ON PLANS. � w m°c o�3 I N:688167.90 8 S�J`� 8"SS 8"SS °S$ 8"SS 8"SS 8"SS �� cWi O W 2 0 SAVE AND PROTECT EXISTING STORM STRUCTURES AND 316 Y m I I E:2454198.75 S 8 PIPE. - m �12 o W N0 -Mzm D_ I I I I Q25= 1.59 CFS II O I i9 o a m 12"SDIE30.10 C7 7 I I Q100=2.22 CFS 0.9% 34 LF 6 8"SS IE 27.40 CONSTRUCT INFILTRATION BASIN PER AGHD 2017 a z 0 W L C II STORMWATER DESIGN GUIDELINES SECTION 8200 0 O I I I I I I I I STANDARD DRAWING BMP 10 AND DETAIL I ON THIS SHEET. REVISIONS - AGHD 5TORMWATER BASINS SHALL BE LANDSCAPED CIO I II p AGGORDING TO THE "ADA COUNTY HIGHWAY DISTRICT No. Date Description ;;77 I II + I I 5TORMATE MANAGEMENT BASIN REVEGETATION Q TYPE IV CB W R U I I _ RE'T 2733.26 12" 76 I I I GUIDANCE MANUAL" (OCTOBER 2017) IN APPENDIX D. Q INV:2730. IN:688129.02 CONNECT TO EXI5TIN6 12" STORM PIPE. CONFIRM LOCATION Ir CID \ I / / I \\ � 10 I I E:2454238.21 I AND INVERT. > / 'Q25=3.03 CFS Q100=4.24 CFS I I PROJECT NO.: 20021 (n DRAWN BY: z > I I I I I I 1 I I I I CS CHECKED BY: O I I I I I JB/MW U II IIII I 11 DATE: o o 09/14/2021 N Q CD DRAINAGE PLAN SHEET NUMBER A N r N 20 O 20 40 60 C3.02 0 SCALE: I"= 20'-0" I cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC S�ONAL EN SB #2 �OF��O\sTER �'1� FG:2732.18 AREA A AREA B AREA G . WIDTH =23' PRELIMINARY LENGTH =64' ! T` `� N(:)T F(:)O R w DEPTH =6.0' CONSTRUCTION TOP OF GRAVEL=2731.20 �OF �- TOP TOP TOP TOP _ TO-R T BOTTOM OF GRAVEL=2725.20 TOP �E TOE TOE T8 - TOE BOTTOM OF SAND=2723.70 TOE F OF - � - _ �� DRAINAGE LEGEND �Ry B. wP�' GROUNDWATER EL=<2721 ❑I - - _ o INFILTRATION RATE= 8 IN/HR T z I EP EP EP P EP EP EP EP V100=4,509 CIF Ems- EP ��\ �� - - EXISTING PROPERTY LINE z 0 N: 688336.64 �A PROPOSED LOT LINE E:2454280.68 M - - - - PROPOSED RIGHT OF WAY ° E N a o TYPE IV CB #3a, E RE:2732.03 \ 1050 � m IO o o PROP05ED CONTOURS ° N �' � a 12"INV:2729.53 L E a cu r' 3: o w N: 688342.68 E:2454309.78 + � I EXISTING CONTOURS � � E. o o � o �� w a, a °' E11 � � � ' CD m Q25=2.41 CFS - 2591.15 c°i o .� °-� Co co N `o v o SPOT ELEVATION S o_cd U Y Q100=3.37 CFS _ - � N a c-0 0 O ? E W m.- jr c _ O O - - - - - 0.20% GRADIENT O 1500 G SG #5 FLOW DIRECTION AND 51 RE:2732.56 3 W W �� • ■ • ° ELEV IN:2729.71 Z ELEV INLET BAFFLE:2729.21 w L 4 2 ELEV OUTLET BAFFLE:2729.61 T KEY MAP EXTENTS OF SWALE BASIN O V O ELEV OUT:2729.20 N ; O O O BAFFLE SPACING:20" ■ , o N: 688340.58 1 54 LF E:2454309.78 0 0 00 0 0 N O - �-� IR IR - IR ,FSDMH #6 00000 IR IR IR - EXTENTS OF SEEPAGE BED O Z 0 �- _ _ RE:2732,49 ] 6 LF 0% - - - - - OO Q SDMH #12 18" INV:2729.20 TYPE IV,CB#1 CATCH BASIN - TYPE IV ° 18" NV:2 7 N:245430 .7 RE 48.92 PER 15PWG STANDARD 18"INV:2727.51 E:2454309.79 N: 688289.14 Q25= 1.21 CFS N 2025.64 DRAWING SD-604 U E 3758.98 E:2454167.81 Q100= 1.69 CFS K ] 11 LF 0% Q25=6.99 CFS I K � PIPE OUTFACE AS o Q100=9.75 CFS I DETAILED , z W S 5 L.F. 4"0 2% DRAIN PIPE A5 SPECIFIED, I I T DRAINAGE PLAN AREA A SIZE AS NOTED ON PLAN N W N 20 0 20 40 60 ACRONYM LEGEND w SCALE: I"= 20'-0" Copyright©2021 Z All rights reserved, Reproduction or use in any form o or by any means without written permission of 2b TBI?G TOP BACK OF ROLLED CURB Breckon Land Design.Inc.is unlawful and subject to 0 J criminal prosecution. 1 w TA TOP OF ASPHALT a 0 RE RIM ELEVATION g IE z w INVERT ELEVATION ME MATCH EXISTING ELEVATION TYPE IV CB #4 1000 G SG W RE:2728.47 RE:2729.00 �E FINISHED FLOOR ELEVATION O a 0 12" INV:2725.97 ELEV IN:2727.09 N - -N:688343.50 ELEV INLET BAFFLE:2726.59 LL DRAINAGE CALLOUT I..I E:2455361.97 ELEV OUTLET BAFFLE:2726.99 co Q25=2.19 CFS ELEV OUT:2725.30 Q100=3.06 CFS BAFFLE SPACING:20" > N: 688341.41 INSTALL 18" PERF PIPE a 0.0%. LENGTH AS SHOWN ON = --- . 0 - E:2455361.97 PLANS _ 1 Q � o w O O INSTALL 18" SDR35 SOLID WALL PVG PIPE ® 0.030. z \ o O O _ Q TRANSITION 5' INTO SEEPAGE BED TO PERFORATED PIPE0/0 5LF ] PER AGHD 2017 5TORMWATER DESIGN GUIDELINES SECTION 2 4 - 8200 STANDARD DRAWING BMP 20. :�E \ S CONSTRUCT OBSERVATION WELLS PER AGHD 201-7 Z Q STORMWATER DESIGN GUIDELINES SECTION 5200 G SDMH #7 O O O STANDARD DRAWING BMP 20 AND STANDARD DRAW I N6 RE:2729.27 DETAIL 06. INTERNAL WELL SHALL BE INSTALLED 5-FEET co ao 18" INV:2725.30 1 48 LF O FROM THE END AND EDGE OF THE BED. OUTSIDE WELL N:688328.01 IR IR I SB #3 IR IR SHALL BE INSTALLED A MINIMUM 20' FROM THE PERIMETER ! , O IR - - IR v E:2455361.98 - _ -FG:2728.80 OF THE BED. PLACE THE WELL IN THE SIDEWALK FOR Q25= 1.10 CFS WIDTH =23' PROTECTION, WHEN AVAILABLE. Q100= 1.53 CFS LENGTH =58' DEPTH =6' GONSTRUGT SEEPAGE BED PER AGHD 2017 STORMWATER No TOP OF GRAVEL=2727.30 4 DESIGN GUIDELINES SECTION 8200 STANDARD DRAWING O_ r BOTTOM OF GRAVEL=2721.30 O BMP 20. DIMENSIONS, AS SHOWN. AGHH MUST INSPECT AND \.J BOTTOM OF SAND-2719.80 I VERIFY THE INFILTRATION RATE AFTER FACILITY IS FULLY < � I I GROUNDWATER EL=<2716 EXCAVATED. F INFILTRATION RATE= 8 IN/HR UJ < .'e, AGHD 15 NOW INSTALLING ELEGTRONIG MARKERS ON EACH z V100=4,093 CIF CORNEROF THE FACILITY. CONTRACTOR SHALL N: 688332.85 Q w a� E:2455410.60 COORDINATE WITH AGHD INSPECTION FOR PLACEMENT OF ~ \ MARKERS DUl CONSTRUCTION RRENTLY SUPPLYING THE N .ILLING. DEVICES AGHD IS GU r o v WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE 1 Q Q a PERCOLATION TEST PERFORMED BY SOILS ENGINEER UJ UJ T DRAINAGE PLAN - AREA B AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF E PERCOLATION 15 LE55 THAN 5PE61FIED BY THE 5011_5 `n 20 O 20 40 60 REPORT AND ENGINEER, CONTRACTOR MAY NEED TO °L' IIIIIIIIIII I I IBLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO E v SCALE: I"= 20'-0" OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REG2UIRED INFILTRATION. 4 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF W Q GROUNDWATER IS ENCOUNTERED WITHIN 5-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION U_ Q FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. GROUNDWATER DATA DERIVED FROM GEOTEGHNIGAL T y REPORT PREPARED BY MTI, DATED 2/10/2020. F_z SAND AND GREASE TRAP PER AGHD 2017 5TORMWATER Cl)V/ z C DE516N 6UIDELINE5 5EGTION 8200 STANDARD DRAWING w O BMP 01. REFER TO STANDARD DRAWING FOR ELEVATION TYPE IV CB #5 A THROUGH D LOCATION. RE:2723.75 v 12" INV:2721,25 SB #4 O N:688343.75 6 INSTALL 12" 5DR35 PVC PIPE. cv 2723.96 FG: LENGTH AND LOPE A LI TED ON PLANS. w ® E:2455678.26 - - - - dl YWp'WO INSTALL IS 5DR35 PVC PIPE. a 0 a Z O EIPTH=65 LENGTH AND SLOPE AS LISTED ON PLANS. \� tom o c ® Q25= 1.25 CFS p Q100= 1.78 CFS LENGTH=52' o C C= c W 7 ywGd'O�- ___ - TOP OF GRAVEL=2723.94 �� w v 0 W c� Q 1% 5 LF B BOTTOM OF GRAVEL=2717.94 O SAVE AND PROTECT EXISTING STORM STRUCTURES AND �� 7 Q(�Q W W m�o>aom D BOTTOM OF SAND=2716.44 \ J a v 2 Z m 'GROUNDWATER EL=<2714 W CONSTRUCT INFILTRATION BASIN PER AGHD 2017 J z O w C, v INFILTRATION RATE= 8 IN/HR V O \ 4 O V100=2,380 CIF \ STORMWATER DESIGN GUIDELINES SECTION 8200 O 1 OOO G SG #7 _ N:688331.59 STANDARD DRAWING BMP 10 AND DETAIL I ON THI5 SHEET. RE:2724.31 O E:2455711.56 AGHD 5TORMWATER BASINS SHALL BE LANDSCAPED REVISIONS � ELEV IN:2721.20 ' ACCORDING TO THE "ADA COUNTY HIGHWAY DISTRICT No. Date Description � ELEV INLET BAFFLE:2720.70 2 \ STORMWATER MANAGEMENT BASIN REVEGETATION U Q GUIDANGE MANUAL" (OCTOBER 2017) IN APPENDIX D. v ELEV OUTLET BAFFLE:29`21.10� \ ELEV OUT:2720.37 \ 10 CONNECT TO EXI5TIN6 12" 5TORM PIPE. CONFIRM LOCATION CID BAFFLE SPACING:20"N: 688339.15 PROJECT NO.:-� 1 42 LF \ AND INVERT. Ir Ir IR E:2455678.26 IR IR IR \ \ - - - - - - 20021 O DRAWN BY: z A) \ > I CS O CHECKED BY: JB/MW U CID \ DATE: o ' 09/14/2021 0 0 CD A DRAINAGE PLAN - AREA C SHEET NUMBER N 20 O 20 40 60 C3.03 0 SCALE: I"= 20'-0" r cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC E EN \STE i PRELIMINARY j - - NOT FOR w CONSTRUCTION a F OF \Ur W _ � � �� DRAINAGE LEGEND Ry BwP�� EIF - 1 I 0 EXISTING PROPERTY LINE 0 PROPOSED LOT LINE M — — — — PROPOSED RIGHT OF WAY ° E N 0 CU 1050 PROPOSED CONTOURS U co W o C 0 f I EX15TING CONTOURS 9 L).E m ton ° z + � �, I � a�, E W .� Ec�oM -2 2591.15 SPOT ELEVATION o o s a 0 co N `o v o � 0 _ W m.- L � LO Z C FLOW DIRECTION AND r; �w I�M � �CU 0 co I cu o 0.20% 6RADIENT 3 W W W CD W z T KEY MAP EXTENTS OF SWALE BASIN W ❑ W N m ■ , ❑ 0 0 OO O0 00 EXTENTS OF SEEPAGE BED 0 ,0000 a 0 TYPE IV,CB#1 CATCH BASIN - TYPE IV ° RE 48.92 PER 15PWG STANDARD IN 2025.64 E 3758.98 DRAWING SD-604 0 0 K PIPE OUTFALL AS 0 DETAILED , z w �S 5 L.F. 4"0 2% DRAIN PIPE A5 SPECIFIED, I I SIZE AS NOTED ON PLAN 0 N W W ACRONYM LEGEND z Copyright©2021 z z All rights reserved, Reproduction or use in any form ❑ or by any means without written permission of � Breckon Land Design.Inc.is unlawful and subject to 01 / \ / TeRc TOP BACK OF ROLLED CURB J \ / criminal prosecution. TA TOP OF ASPHALT a 4Cl) RE RIM ELEVATION g/ ie INVERT ELEVATION ME MATCH EXISTING ELEVATION 04 FFE FINISHED FLOOR ELEVATION O 0 S Cl) N 0 DRAINAGE CALLOUT 1 INSTALL 18" PERF PIPE a 0.0%. LENGTH AS SHOWN ON O PLANS. 01 0 X X INSTALL 18" 5DR35 SOLID WALL PVC, PIPE ® 0.030. z / OTRANSITION 5' INTO SEEPAGE BED TO PERFORATED PIPE ^ ' PER AGHD 2017 STORMWATER DES16N GUIDELINES SECTION `V W CID 8200 STANDARD DRAWING BMP 20. CONSTRUCT OBSERVATION WELLS PER AGHD 201-7 0 Q / STORMWATER DES16N GUIDELINES SECTION 5200 G STANDARD DRAWING BMP 20 AND STANDARD DRAWING CO W ao ODETAIL 06. INTERNAL WELL SHALL BE INSTALLED 5-FEET \ J FROM THE END AND E06E OF THE BED. OUTSIDE WELL W / SHALL BE INSTALLED A MINIMUM 20' FROM THE PERIMETER ! , O o OF THE BED. PLACE THE WELL IN THE 51DEWALK FOR vQ PROTECTION, WHEN AVAILABLE. < — cr GONSTRUGT SEEPAGE BED PER AGHD 2017 STORMWATER W N DESIGN GUIDELINES SECTION 8200 STANDARD DRAWING0—BMP 20. DIMENSIONS, AS SHOWN. ACHH MUST INSPECT AND/cb ,�`y VERIFY THE INFILTRATION RATE AFTER FACILITY IS FULLY � /r BASIN #1 EXCAVATED. W < \7` WIDTH AT BOTTOM =9' AGHD 15 NOW IN5TALLIN6 ELECTRONIC MARKER5 ON EACH Z z 3.LENGTH BOTTOM= 126' CORNER OF THE FACILITY. CONTRACTOR SHALL Q W 1a,`D DEPTH=3.5' COORDINATE WITH AGHD INSPECTION FOR PLACEMENT OF `V � TOP OF POND=2747.0 f ti MARKERS DURING CONSTRUCTION AND BAGKFILLIN6. v BOTTOM OF POND=2743.50 AGHD IS CURRENTLY SUPPLYING THE DEVICES. c p�" BOTTOM OF SAND=±2741 O ti ^�h AREA OF SAND=60 SF WHEN ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE W W Q CID 100 YEAR WSEL=2746.50 PERCOLATION TEST PERFORMED BY SOILS ENGINEER / GROUNDWATER EL=<2732.6 AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF z �E \ / N� ryo� , INFILTRATION RATE=8 IN/HR PERCOLATION 15 LE55 THAN 5PE61FIED BY THE SOILS \ ^ry # V100=6,738 CIF REPORT AND ENGINEER, CONTRACTOR MAY NEED TO N:687498.50 BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO Q \ cP O E:2454470.94 OCCUR OR REDE516N THE SYSTEM TO ACHIEVE THE E ( \ `� REG2UIRED INFILTRATION. S� O CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF W 6ROUNDWATER IS ENCOUNTERED WITHIN 5-FEET OF THE BOTTOM DE516N ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT 15 HIGHER THAN ANTICIPATED. GROUNDWATER s\ ROUNDATER DATA DERIVED FROM GEOTEGHNIGAL /'G�� S� REPORT PREPARED BY MTI, DATED 2/10/2020. w ♦^ CD z Q 0.5% 80 LF (j SAND AND GREASE TRAP PER AGHD 2017 STORMWATER v J z O DE516N 6UIDELINE5 SECTION 8200 STANDARD DRAWING w Q I 44.00 BMP 01. REFER TO STANDARD DRAWIN6 FOR ELEVATION 0 � A THROUGH D LOCATION. OINSTALL 12" 5DR55 PVC PIPE. LENGTH AND SLOPE AS LISTED ON PLANS. w dl YWp'W to • 'C QUO= W cV O N INSTALL 18" 51?R55 PVC PIPE. w°ui,--°z O \ LENGTH AND SLOPE AS LISTED ON PLANS. to m c c M CIDy 0 UJ O PIPE. AND PROTECT EXISTING STORM STRUCTURES AND �� // _ m z(4 Y 1 `/V` QC7000WW t9 oo>Qom C7 NO Q4Zco LU C � \ CONSTRUCT INFILTRATION BASIN PER AGHD 2017 a z y w \ JQ0V �� v \ STORMWATER DESIGN GUIDELINES SECTION 8200 O m STANDARD DRAWING BMP 10 AND DETAIL I ON THIS SHEET. AGHD STORMWATER BASINS SHALL BE LANDSCAPEDCID REVISIONS ACCORDING TO THE "ADA COUNTY HIGHWAY DISTRICT No. Date Description �� A`� STORMWATER MANAGEMENT BASIN REVEGETATION 6UIDANGE MANUAL" (OCTOBER 2017) IN APPENDIX D. CONNECT TO EXI5TIN6 12" STORM PIPE. CONFIRM LOCATION CID O AND INVERT. PROJECT NO.: 20021 O B DRAWN BY: z A) > A CS � CHECKED BY: � JB/MW CID DATE: 0 09/14/2021 a o ON DRAINAGE PLAN SHEET NUMBER A N r N 20 0 20 40 60 C3.04 0 SCALE: I"= 20'-0" r cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC L EN \STE i SEWER LEGEND PRELIMINARY ; ' NOT FOR w EXISTING PROPERTY LINE CONSTRUCTION V = PROPOSED LOT LINE �qRy OF ❑ PROPOSED RIGHT OF WAY o Z S S EXISTING SEWER LINE o w 8"SS PROPOSED 8" SEWER MAIN E M a M �S SANITARY SEWER MANHOLE Q, E N a ° C U r �� o N � � a PROPOSED SEWER a)co IO o co SERVICE -L E S = a w n 3 ❑ w E E cp - \ti W EXISTING WATER LINE a, o 0 0 co M �D w � �cbc� o 0r�i0 LY W8" PROPOSED 8" WATER MAIN w In.o L 0- o N z FIRE HYDRANT wcu "i r CCoo s ° . . . . . . 3 �a [o0 w WATER METER it SERVICE . _ ■ • — SD SD PROPOSED STORM DRAIN w L ❑w fR PROPOSED PRESSURE IRRIGATION m EP EP EXISTING EDGE OF PAVEMENT Z 0 a m 0 a C K 'n N , SEWER CALLOUT z INSTALL 4" SANITARY SEWER SERVICE ® 2.0% w o I O MIN. SLOPE PER STANDARD DETAIL 5W3 AND DIVISION 500 OF THE CITY OF MERIDIAN I I LL i N A 07 SUPPLEMENTAL SPECIFICATIONS. ° W PROVIDE REQUIRED SEPARATION, SEE CITY OF Z CA W O MERIDIAN SEWER NOTES 2 3, SHEEET 60.1 AND Copyright©2021 = 10� DIVISION 500 OF THE CITY OF MERIDIAN Z I U SPEGIFICATIONS. All rights reserved, Reproduction or use in any form ❑ — — — — N frl or by any means without written permission of C Breckon Land Design.Inc.is unlawful and subject to 0 � ~ I INSTALL 48" SANITARY SEWER MANHOLE PER criminal prosecution J d�W IQ I O DIVISION 500 OF THE CITY OF MERIDIAN IR IR IR IR IR o SUPPLEMENTAL SPECIFICATIONS_ . I0 a CONNECT TO EXISTING SANITARY SEWER 01 W MANHOLE. GOORDINATE WITH THE CITY OF r 4 o O MERIDIAN. FIELD VERIFY EXISTING INVERT SSMH#1 0 ELEVATION AND LOCATION. CONTACT BREGKON z S. PREVAIL WAY LAND DESIGN IMMEDIATELY IF ANY o w I DISCREPANCIES. O o ' �-18"SS 8" S I INSTALL 8" SEWER MAIN. SEWER PIPE SHALL BE w 1+00 0+0 12+00 b d LL O O 3 I lull _ EX SSMH rJ BELL AND SPIGOT, PVG, SDR35 MEETING A5TM H I 2 ' Lu W12" 5 W12" A �/ O 3034 AND DIVISION 500 OF THE CITY OF z J MERIDIAN SUPPLEMENTAL SPEGIFIGATION5. \ W x J o 01 U w Q I 01 Q U W w I N d ° N N I A O � LL a c Q _ o ff , I W co � Cq -N - o � � I I � Q � J b I I Q N , � Z W > UJ Q W Q W O z 2760 W W Cn C- 0 5 0 2755 > L cn E Z v o M 2750 W 5 CD M T LL N z LL N N CD 0 O M O Z ? O 6 N 2745 r�1 Q ' I\ zz z LL r- + M O N z U 2QQgaaa. � � > w u�iu�ic~i� Ea000 o � U 2740 DUJ FINISHED GROUND � Q Q `" a W x U) W W (n U) tY 00 U 2735 dl YWp'W U b 0 W cV ® w EXISTING GROUND � � � i~ i 2730 yW u 1,a° C°z0= O W m �� gLL0C P 0 / In HY�� D �QC7000WW 4nuQ000 NO QZZM j �QOK �W m 200.42 LF OF 8"PVC @ 0.40% 2725 V Z y W O v m REVISIONS 2720 No. Date Description Q U D 2715 CID Ir EXISTING GROUND CENTERLINE PROJECT NO.: FINISH GROUND CENTERLINE 20021 U) B 2710 A) DRAWN BY: z _o �(Z CS O m m m CHECKED BY: "N �N "N �N NN in C4 JB/MW U CID DATE: 0 2+50 2+00 1+00 0+00 -0+50 09/14/2021 0 N Q SHEET NUMBER CD CD ■z S. PREVAIL WAY T 40 0 40 80 120 5 0 5 10 15 C4.01 0 SCALE: I"= 40'-0" VERTICAL SCALE: I"= 5'-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC L EN \STE i SEWER LEGEND PRELIMINARY ; ' NOT FOR w EXISTING PROPERTY LINE CONSTRUCTION V = PROPOSED LOT LINE �qRy OF 0 PROPOSED RIGHT OF WAY o Z S S EXISTING SEWER LINE o w 8"SS PROPOSED 8" SEWER MAIN E M a M �S SANITARY SEWER MANHOLE a, E N a ° C U r �� o N � � a PROPOSED SEWER a)co IO o co SERVICE -L E S = a w n 3 w E E cp - \ti W EXISTING WATER LINE a, o 0 0 co M �D w � �cbc� o 0r�i0 LY W8" PROPOSED 8" WATER MAIN w In.o L 0- o N z FIRE HYDRANT w r cCOo s 3 WATER METER it SERVIGEEl EP EP . _ ■ • ____ _ SD SD PROPOSED STORM DRAIN L EX SSMH w am IR PROPOSED PRESSURE o IRRIGATION m E4 . QUARTZ CREEK ST -o- \ EP EP EXISTING EDGE OF 4 O O O / ` PAVEMENT O O — O 0 \ 0 00 00 00 \ o IR IR _ _ IR _ IR _ _ IR IR _ IR _ _ IR R IR IR IR _ IR K I ' SEWER CALLOUT z CIDLU R ` \ INSTALL 4" SANITARY SEWER SERVIGE ® 2.0% 01 > O MIN. SLOPE PER STANDARD DETAIL 5W3 AND I I Q I I I I I I I Y I \ 1 DIVISION 500 OF THE CITY OF MERIDIAN LLJ SUPPLEMENTAL SPECIFICATIONS. ° o PROVIDE Q () / O MERIDIANIIAN SEWER NOTES 2 SEPARATION,H G O 3EEETG 1 AND + I Copyright©2021 J DIVISION 500 OF THE CITY OF MERIDIAN LU ( !t t © I I O SPEGIFIGATIONS• All rights reserved, Reproduction or use in any form o or by any means without written permission of 2b n � m rn I Breckon Land Design.Inc.is unlawful and subject to 0 w Cq N w � N w N w N wcli N w °No N I v INSTALL 48" SANITARY SEWER MANHOLE PER criminal prosecution. J v oo v oo v co r` v co r` v oo r` v oo t` w M N GQ O DIVISION 500 OF THE CITY OF MERIDIAN (D N I O N I O N I OD N I I- N I O N I - I U N I > + > + > + > + > + > + U ao > + N / SUPPLEMENTAL SPEGIFIGATION5. co wQoZ wQoZ wQoZ wQoZ wQoZ wQoZ w o � / / u� I cnF- w I cnF- w I � � w I cn � w I � � w I cn � w I L7 I CnQ0Z o U U N U U N U F- N U F- N U F- N U N F- N w / CONNECT TO EXISTING SANITARY SEWER MATCHLINE-SEE SHEET C4.01 a ¢ Ua a ¢ _� ¢ _� a ¢ _� ¢ _� a ¢ I > ¢ U / / MANHOLE. COORDINATE WITH THE CITY OF w � ' z z z z z 1 �U) "t z av) o > G��`b R w MERIDIAN. FIELD VERIFY EXISTING INVERT 1 a• ELEVATION AND LOCATION. GONTAGT BREGKON w LAND DESIGN IMMEDIATELY IF ANY c�� Jv ��0��0 / DISCREPANCIES.LU O 2 — — — — — — — — w Q ti4 / o w W8" — — — W8"&4�+ — — — — W8" — — — W8" 8" W8" W8" m �a�� / INSTALL 8" SEWER MAIN. SEWER PIPE SHALL BE N u, / O BELL AND SPIGOT, PVC, SDR35 MEETING ASTM W01 H w 3 0 2 2 5 E. 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JARVIS ST. T N 40 0 40 80 120 5 0 5 10 15 C4.02 0 E SCALE: 1"= 40'-0" VERTIGAL SCALE: I"= 5'-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC S\�N°L EN \STE i SEWER LEGEND PRELIMINARY ; ' NOT FOR w EXISTING PROPERTY LINE CONSTRUCTION LU Q — — PROPOSED LOT LINE �qRy OF PROPOSED RIGHT OF WAY B. o W / \ z S S EXISTING SEWER LINE o W 7 i 2 � ♦ w � I J � O 8 SS PROPOSED 8" SEWER MAIN o M M I w � N I _ I w N 3 ♦ \ \ \ �S SANITARY SEWER MANHOLE ° g ° ,+ co > + `" / \ \ PROPOSED SEWER � � � co Ip ° M cwn � N ? I U I < oZ / / ♦ \ SERVICE �L E E � cN�oM w > Q �U `� N @ / / // ♦ \ \ti W EXISTING WATER LINE oo oLID CD :2 m 1 V Utz U) aZ �CJ�� a C m o U.Za N `0 o a > (A aQ ocn0 ._ v v J o 0 / / \ W8" PROPOSED 8 WATER MAIN w m U. L m -0 o Z CU ca 1 C��Q o\° . FIRE HYDRANT . . . . . . 3 LL a ro 60 r ZE Co `m o w 0 O �— _ r�@�`� ^ WATER METER SERVICE . _ ■ • L 2 W8T 3 SSMH#3 � / � SD SD PROPOSED STORM DRAIN E. JARVIS ST 8+00 9 zl / ^ 4 ♦ fR PROPOSED PRESSURE S S 8"SS ��V�� IRRIGATION �'�� / EP EP EXISTING EDGE OF ° PAVEMENT Q� CD o m \ \ \ O N N N c W co o 0 GJj� �'V' S / K � w , � F- � w Q�� a�� ` z ` � � SEWER CALLOUT "v � N _ v U) N z (� S0 �cgI INSTALL 4" SANITARY SEWER SERVICE ® 2.0% w MIN. SLOPE PER STANDARD DETAIL 5W3 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. ° SSMH o 2665 \ w P 20I 2� / \ \ \ \ PROVIDE REQUIRED SEPARATION, SEE CITY OF z \N�@ENS / O MERIDIAN SEWER NOTES 2 �t 3, SHEEET 60.1 AND Copyright©2021 = DIVISION 500 OF THE CITY OF MERIDIAN Z i All rights reserved, Reproduction or use in any form ❑ / p SPEGIFI6ATION5. or by any means without written permission of 2b Breckon Land Design.Inc.is unlawful and subject to 0 / 1 INSTALL 48" SANITARY SEWER MANHOLE PER criminal prosecution. SUIVISION PPLEMENTAL 00 OF THE SPECIFICATIONS. 1TY OF MERIDIAN o IR --- 1 \J ----- \ NG S �Zk Z-21 CONNECT TO EXI TING SANITARY EWER LL P C' o°I° O 2�2�g6 � � T T T w 4 MERIDIAN. FIELD VERIFY EXISTING INVERT I ,p a _ z ---------- ___ R SS 2• � ELEVATION AND LOCATION. CONTACT BREGKON LAND DESIGN IMMEDIATELY IF ANY DISCREPANCIES. O v, o \ \ 1 INSTALL 8" SEWER MAIN. SEWER PIPE SHALL BE w \ 2 OBELL AND SPIGOT, PVG, 5DR35 MEETING ASTM 5054 AND DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. w � mi eonOmni > w o 10 \ CP- s3 o��3 CID: xP PSG 010 2�2��' L a cPN S5 @2�c\O . \ N o N O LL a ■ z G � co co L 00 0 U Co \ �j 4"PVC SERVICE U C o SS A STA: 13+28.41 G \ \ SSMH#5 h 39'@ 2.0% Q r n INV @ END:2728.34 c� C11 \ \ \ \ CV LEr Lu < 3: < z L . � W 0 0 E Q ` 0 2-150 U Z z L z 2745 U) t` o - M i� N 00 O O N O N 0 N T /� Cl- LO CO I� LL It—` ~ + LL N N ILLN N � � p N H 0 N H CO O Z 6j N z� 2740 rMZ O � � z O � MMz U W co M Z Z V + M Z Z 2 Q Q NLU D W rnNU U � rU U (n (nH � c 5 2 Q Q 2 FINISHED GROUND, Q Q M L 2735 cn cnco cn co F- _ — 1 aunW y U N W W�LL Z H _ E IWc Ong ® 2730 EXISTIf�IG GROUND w c w _ O Z 0.62%184.76 LF OF 8"PVC @ N��Zzu t w Y�c 197.92 LF OF 8"PVC 0.40% 4 2 R W m N>o>aoW 2725 O U DLUJQO Z Z>-W O N 2720 REVISIONS No. Date Description U U D 2715 CID Ir EXISTING GROUND CENTERLINE PROJECT NO.: -710 IF FINISH GROUND CENTERLINE 20021 CIO .2 B DRAWN BY: z -o ff r'Q, m_in �_� rym ryr 4C) �m - CS O Nr r� � �r Nr rm rm m A) CHECKED BY: CV NN N� �N �(N �� (4 �� INr �ry JB/MW U CID DATE: cv 5+75 CI+00 10+00 11+00 12+00 13+00 14+00 O 0 09/14/2021 0 N Q SHEET NUMBER CD A o T E. JARVIS CT. T c' H 40 O 40 80 120 5 0 5 10 15 C4.03 o SCALE: I"= 40'-0" VERTICAL SCALE: I"= 5'-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC E EN \STE i SEWER LEGEND PRELIMINARY ; ' NOT FOR w EXISTING PROPERTY LINE CONSTRUCTION V = PROPOSED LOT LINE �qRy OF ❑ PROPOSED RIGHT OF WAY o Z S S EXISTING SEWER LINE o w El PROPOSED 8" SEWER MAIN E M a M �S SANITARY SEWER MANHOLE °, E N a ° C U r �� o N � � a PROPOSED SEWER a)co IO o co SERVICE -L w E S = a n 3 ❑ w o E - \ti W EXISTING WATER LINE °' o 0 0 (o M �D w � �cbL� o 0r�i0 LY W8" PROPOSED 8" WATER MAIN w In.o L 0- o N z FIRE HYDRANT w r CoC s EP I 3 �a (oC9 � P FF 3 WATER METER it SERVICE _ ■ • - EJ _ EP EP EP EP EP EP EP EP BM EP EP EP EP - � EP EP \- SD SD PROPOSED STORM DRAIN N L EX SSMH IR PROPOSED PRESSURE E. QUARTZCREEKST- - - - � - - � - - � - - � - - � - - � - - � - - - - � - - � - - � � � � - - � - - � - - � — - - � > 0o IRRIGATION m =o- EP EP EXISTING EDGE OF — 4 PAVEMENT a O O O Z 0 O O- p0�0000 _ IR _ IR _ IF� _ IR _ _ IR _ _ IR _ — IR _ —IR— — IR — — IR — IR — — IR — — IR — — IR IR IR Q K SEWER CALLOUT 0Cl) t W INSTALL 4" SANITARY SEWER SERVICE ® 2.0% , w p > MIN. SLOPE PER STANDARD DETAIL 5W3 AND Q O DIVISION 500 OF THE CITY OF MERIDIAN I I w p p I I I I I I I I I w I SUPPLEMENTAL SPECIFICATIONS. ° O I I I I I I I I I I o I PROVIDE REQUIRED SEPARATION, SEE CITY OF Z �O U) o J O MERIDIAN SEWER NOTES 2 3, SHEEET 60.1 AND Copyright©2021 /\ /� DIVISION 500 OF THE CITY OF MERIDIAN Z rn rn 1A 1 ( "I ) All rights reserved, Reproduction or use in any form ❑ w N Q SPEGIFIGATIONS. w („) N I� or by any means without written permission of � N rn o o Lf) (V I� ~ Breckon Land Design,Inc.is unlawful and subject to 0 V V V V M 6) 6) " criminal prosecution. f w J w w N w °� N w °� N w °D N w "? w �? co w w INSTALL 48 SANITARY SEWER MANHOLE PER � � w I U6 U � U � _ W' O DIVISION 5000F THE 61TYOFMERIDIAN w > + N I > � N I > + N I > � N I > T N I > + N I > 00 N I > (M N > m �� + > + > + > M N o I iv U SUPPLEMENTAL SPECIFICATIONS. a � � > w o w o w o w o � o w � � w 8o � o o z I CO Q o z I Cn Q o z I Cn Q o z I � Q o z I LOUQ o z I � Q o z I (n Q o z I � Q o z I U) � (n I "' - F- (�i w F- c i w F- c.i w F N W F- N w F N w F- (�i w N W CONNECT TO EXISTING SANITARY SEWER ° UU) Ucn Ucn Ucn U � Ucn Ucn Ucn a m U� � a m U� � a m U� � � CID a m U� � in > 00 a m U� � 00 MANHOLE. GOORDINATE WITH THE CITY OF w 1 z � z � z `� z `� z �' z �' z �' z O MERIDIAN. FIELD VERIFY EXISTING INVERT \ :zr1 1 ELEVATION AND LOCATION. CONTACT BREGKON z w 0 w o LAND DESIGN IMMEDIATELY IF ANY �n w L> DISCREPANCIES. O V, n — — — — — XISSTWS o0 Ly W8" W8" W8" L W8" W8" W12" W12" amm INSTALL 8" SEWER MAIN. SEWER PIPE SHALL BEw O BELL AND SPIGOT, PVG, SDR35 MEETING ASTM oSSMH#7 SD 2 S 5 2 SD S SD SD 2 SD 5 D S 2 5 2 2 5 3 0 2 3034 AND DIVISION 500 OF THE CITY OF z 0 MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"S J N— E. JARV `+ W 7+00 6+00 5+00 4+00 -3+00 — 2+00_ — — — 1+00_ — SSM H#1 0+00_ — — — w � 5_ a 01 U l0 1 o /6 o M_ W (N� o W M 1 W cy)o W M 1 W (q o M 1 � ;n I N z U N U N Il U N U N � U N � MATCHLINE-SEE SHEETC4.06 > o MATCHLINE-SEE SHEET C4.05 N o N + N N cv I o I � I I N (O Of (+O � LO LY V d' co 6) N � N LL W o z I W Q o z W Q o z W o z W o z > - > + / /\ O o tn � 0 W tn � 0 W n � 0 W I n � 0 W I n � 0 W I W 80 W � � O /\/(/] MM ' a @ CID CID in a (n > a (n > a (n > acn > acn > I � > `" > "' Ua G Q I � 20 K � U) z � U) - Z � U � Z co z U) I a � �> 0- w V (nNZ V (nNZ 0 �( ' N W U 0 U U 5 Q I vJ >— I C U o I z C3 LU I I I I Q CD N o I I I I I I g p ® O > N IR — p I I I I I I W I -- F U) '� SSMH#9 I I I UJ Q Q o CD 19 UJ O IR IR IR r IR IR IR - IR q I I I I Q z ai C- 0 0 a 0 z E E w� CD � � m Q N o v w p N N 2-750 I I I W a w o � � CR "'- zz > z in m � � � zz z O V ILL N N N M - - a> o LID N — ILL r.- O N N H = (� N > > > 2-745 'w O N LO > 0 (n (n 0 1 � W W + v�, Cl- 0 N � � > Z > UUU1 � EO M = N N z r` CD M z z 2 b—0- � 2 740 L (n (n (n � ao � � w w � '� U U FINISHED GROUND ~ - D � � mQ 0- Cn En c W W d 2-755 v N dl YWp'W U N EXISTING GROUND y W o m o'J O C142-130 LL 472.57 LF OF 8"PVC @ 0.40% � .0z��w Y m' Q �o42zm NO Q�Z� 0 283.59 LF OF 8"PVC @ 1.05% COF DR t9 a oe W W � 2 i25 U J 4 W W z N 2-120 REVISIONS No. Date Description Q U D 2-115 CID Ir EXISTING GROUND CEINTERLINE PROJECT NO.: FINISH GROUND CENTERLINE 20021 CIO B 2-710 DRAWN BY: z a�� •tom �2� ry� ry� ryN � �� CS O � � � m U� U� �,� u)� U)J� u)� CHECKED BY: m m m m m m m m m m ,- m m m m r- 0 Nr Nr Nr Nr cVry ryr Nr Nr ryr Nr NN fVr fVr CVr Nr fVt j N N N N N N N N N N N N N N (N JB/MW CID DATE: 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -0+25 N 09/14/2021 0 N Q SHEET NUMBER A o T E. JARVIS ST. T N 40 0 40 80 120 5 0 5 10 15 0 EC4.04 11111111111 SCALE: I"= 40'-0" VERTIGAL SCALE: I"= 5-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC L EN \STE i SEWER LEGEND PRELIMINARY ; ' NOT FOR w EXISTING PROPERTY LINE CONSTRUCTION V = PROPOSED LOT LINE �qRy OF ❑ PROPOSED RIGHT OF WAY o Z S S EXISTING SEWER LINE o w 8"SS PROPOSED 8" SEWER MAIN E M a M �S SANITARY SEWER MANHOLE a, E La a) ° C U r �� o N � � a PROPOSED SEWER a)co IO o co SERVIGE -L E S = aLC�J N 3 ❑ w E E cp - \ti W EXISTING WATER LINE a, o 0 0 co M �D w � �cbc� o 0r�i0 LY W8" PROPOSED 8" WATER MAIN w In.o L 0- o N z FIRE HYDRANT wcu "i r cmo s ° . . . . . . 3 �a [o0 w WATER METER it SERVIGE . _ ■ • - SD SD PROPOSED STORM DRAIN w L ❑w IR PROPOSED PRESSURE — — IRRIGATION ' I I EP EP EXISTING EDGE OF PAVEMENT II - I ° OpOp �I / I Opo�oc m p o Oil a; I w p SEWER CALLOUT K �? N ° ° 1 I N Lf7 Ur N Op ° A I w rn M v o Cl) v o Cl) o O °p INSTALL 4" SANITARY SEWER SERVICE ® 2.0% w U 1- N > + �" > + w F o LU p t O MIN. SLOPE PER STANDARD DETAIL 5W3 AND I I w °+' IIr o �I of Q o z / m �� / O �p C 1 DIVISION 500 OF THE CITY OF MERIDIAN I I LL _ m Q o z F- N w F- N w 0- > p SUPPLEMENTAL SPECIFICATIONS. ° II UaiNu' I > mU� I > mUd � / � v» ? / w > m U� a C _ > > > s PROVIDE REQUIRED SEPARATION, SEE CITY OF Z I " z "' z 'zhcn MERIDIAN SEWER NOTES 2 � 5, SHEEET G0.1 AND = I U) N - Copyright©2021 I 5 DIVISION 500 OF THE CITY OF MERIDIAN Z I All rights reserved, Reproduction or use in any form ❑ I SPECIFICATIONS. or by any means without written permission of o Breckon Land Design,Inc.is unlawful and subject to 0 INSTALL 48" SANITARY SEWER MANHOLE PER criminal prosecution w J I I SSMH#8 S. SNOWDEN AVE DIVISION 500 OF THE CITY OF MERIDIAN S 8 SS 8 SUPPLEMENTAL SPECIFICATIONS. z I I 01 9+84 9+00 8+00 \Lu SSMH#7 CONNECT TO EXISTING SANITARY SEWER ° u, MANHOLE. COORDINATE WITH THE CITY OF r Z MERIDIAN. FIELD VERIFY EXISTING INVERT O ELEVATION AND LOCATION. CONTACT BREGKON z / Q LAND DESIGN IMMEDIATELY IF ANY z I I I MgT�yC� ` — O — — — — DISCREPANCIES. O Z HF — I / I // SFFSyFFT — — — INSTALL 8" SEWER SEVqER PIPE SHALL E3E PVC, SDR35 MEETING ASTM H I SSMH#12 01 46 to O 5054 AND DIVI51ON 500 OF THE CITY OF z m o+ MERIDIAN SUPPLEMENTAL SPECIFICATIONS. o W w 0 N 0 / / w / 0 0 I m UJ a co ;o C � UJ 01 a � Q0 cc, w I - - - - (Y, � Q 0 - - W000_ CID o °� �� - - U Z z Q0 _ W N _ N Z ® W W Q F � p W o Z O z o� Cl) 0 W WI E E 0 UUJ a z U z o co 2150 O r- r- < < p LL N W LL Cl- O O V N O> o � N 2745 Z 21 *k + CO LLLL ` N W = M N U O N H � W LU � )— 0 W 0 Cl)0 . °'» 2740 + z _ GNU U � U) ` EXISTING GROUN Cn Cn C - - - >' V N � � � � � � b ago D 0)= 2-135 0 0 o_ _ O N o z 1— yWG�OzJ N 215.48LFOF zW a� 8"PVC FINISHED GROUND N m a z Q @ 1.61/0 vc7Lu z �Y�� \ 7at7000Wlu 2730 �� iq 4>E>40M in 42z inu C .JaZOx 'W Z � >-W � O a, 2-125 REVISIONS No. Date Description Q U U 2720 CID EXISTING GROUND CENTERLINE IC FINISH GROUND CENTERLINE PROJECT NO.: 2715 20021 (n B ) �� O`p �`� a�� •tom mm DRAWN BY: z �� ►�ci �umi �� CS O NN NN >tiN NN NN cvN CHECKED BY: JB/MW CID 10+50 10+00 Ci+00 8+00 7+20 DATE: 0 09/14/2021 0 N Q SHEET NUMBER O A S. SNOWDEN AVE. T 'Z C4.05 40 D 40 80 120 5 D 5 10 IS 011 SCALE: I"= 40'-0" VERTICAL SCALE: I"= 5'-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC L EN \STE i SEWER LEGEND PRELIMINARY ; ' NOT FOR w EXISTING PROPERTY LINE CONSTRUCTION V = PROPOSED LOT LINE OF ❑ PROPOSED RIGHT OF WAY o z 1 z z 1 S S EXISTING SEWER LINE 0 8"SS PROPOSED 8" SEWER MAIN o E M M 2 — — — — — �S SANITARY SEWER MANHOLE ° ' g ° �� o W 12" W 12 PROPOSED SEWER 3 5 �1 SERVICE L E 0Jr- � � o c -6 CUIS 3: O w SSMH#6 E. 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All rights reserved, Reproduction or use in any form ❑ C/� or by any means without written permission cf 2b Breckon Land Design.Inc.is unlawful and subject to 0 INSTALL 48" SANITARYER PER criminal prosecution. o DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL w M I I O sgA o ^ s7,9, s�` CONNECT TO EXISTING SANITARY SEWER w o N ��/� MANHOLE. GOORDINATE WITH THE CITY OF v, Q o� a 4 MERIDIAN. FIELD VERIFY EXISTING INVERT Z' a 2 ��'O 2 > 18 O ELEVATION AND LOCATION. CONTACT BREGKON z \ 4 � N� I Q w LAND DESIGN IMMEDIATELY IF ANY a o @j @j M �3 O ♦^ �'M 2 I ; CO' , / ?�8 DISGREPANGIES. v J Z \ + \ co tiQ o 2 W M �� / \ \ INSTALL 8" SEWER MAIN. SEWER PIPE SHALL BE v, 1 �v CO N� N 3 O BELL AND SPIGOT, PVC, SDR35 MEETING ASTM ° 5054 F THE CITY OF tNg1r \ a U U�, \ MERIDIAN ISUPPLEMENTAL OPEGIFIGATION5. 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KEYPORT WAY T N 40 0 40 80 120 5 0 5 10 15 C4.06 o E SCALE: I"= 40'-0" VERTIGAL SCALE: I"= 5'-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING E EN \STE i SEWER LEGEND PRELIMINARY ; ' NOT FOR w fl J- IR I �� .3X ,C o IR3 +42 „ (N8 \ \ v ° `J I v 0 / ��L�2, �ig� EXISTING PROPERTY LINE C Q ST RO U C T I/O N -- \6+pp 8 SS — — — x �� \ PROPOSED LOT LINE qRy B wP PROPOSED RIGHT OF WAY o 2 $S S S EXISTING SEWER LINE 0 a \ \ \ 5 S+Op 145' +00 gx00� /// / 8"SS PROPOSED 8" SEWER MAIN o M M - IR \\ — SSMH#11 > _ _ ,�NN \ / �S SANITARY SEWER MANHOLE g ° MATCHLINE-SEE SHEET C4.06 v NR` 16 // / PROPOSED SEWER a� c co n 3 o w (? � U N p C�J O 2 0 p �R / SERVICE -2 E E o ,n o z E.- CD '- co T - m w \ \ \ \ \ by N m // \ti W EXISTING WATER LINEED A \ \ \ \ 1 � 9 / / /�// W8" PROPOSED 8" WATER MAIN w (n o C a 0 m N o E o I \ \ \ \ \\ Cl) iR �/ // / / FIRE HYDRANT w r?` J O L CD N 14 / dop ; 0 0 3N 0 � � / . . . . . . 3r-a coC7 0 WATER METER it SERVICEdo . _ ■ • - \ \ \ \ by SD SD PROPOSED STORM DRAIN N IR IR PROPOSED PRESSURE IRRIGATION m w EP EP EXISTING EDGE OF A \ // PAVEMENT I C) �R\ / z 0) cq o 3 Cn \ K , _ SEWER CALLOUT _ Z l A I I / INSTALL 4" SANITARY SEWER SERV I GE ® 2.0% I , w I / N O MIN. SLOPE PER STANDARD DETAIL 5W3 AND w DIVISION 500 OF THE CITY OF MERIDIAN I I SUPPLEMENTAL SPECIFICATIONS. ° PROVIDE REQUIRED SEPARATION, SEE CITY OF Z M MERIDIAN SEWER NOTES 2 3, SHEEET 60.1 AND Copyright©2021 = Lu Cl) —' 2 DIVISION 500 OF THE CITY OF MERIDIAN Z All rights reserved. Reproduction or use in an form ❑ / SPEGIFICATIONS. g p y + N C —] or by any means without written permission of O c ❑ / ci) (V 5 / J \ Breckon Land Design,Inc.is unlawful and subject to 0 J A Q o z I ^�, O d� — — _ INSTALL 48" SANITARY SEWER MANHOLE PER criminal prosecution. U � N w �V o• o / — — — � O DIVISION 500 OF THE CITY OF MERIDIAN a- ❑ Z� �� — — SUPPLEMENTAL SPEC IFIGATIONS. z z 1 �CJ co Q� I 2g _ EP EP CONNECT TO EXISTING SANITARY SEWER 01 Q p `V�`' EP\ MANHOLE. GOORDINATE WITH THE CITY OF EP O MERIDIAN. FIELD VERIFY EXISTING INVERT � ELEVATION AND LOCATION. CONTACT BREGKON EP / SSMH#13 EP EP LAND DESIGN IMMEDIATELY IF ANY 1 EP DISCREPANCIES. O v, / 3 \ EP Z Q — E. SHAPER VIEW DR. 3 5 \ X — — — — INSTALL 8" SEWER MAIN. SEWER PIPE SHALL BE SSMH#16 BELL AND SPIGOT, PVG, 5DR35 MEETING ASTM H / 5054 AND DIVISION 500 OF THE CITY OF z W E 6+88 ��G�'rx� EP MERIDIAN SUPPLEMENTAL SPECIFICATIONS. \ N �� J ❑ (� SSMH#15 X�O QJG��P�o\oO.L� nUJ j / o U cPS \ Do J� / '� I ' I w ` V z 0 N N O LL F� 5 �^ 0 / vJ a w GQ �� / wC� OC � 00 � sco Xoo �s� �,o �� 00 0— W o 0 7T cli O W W L SSMH#14 UJ < F � � 3 N Q W z T 2770 0 w W 2165 > E w _ W w E z r/ r� N N O � 00Z O 1 1 -i- p cM O � N p Ilia O v N 11 LL � N O 00 r- Z 2760 ' I 1 T LL H O N j IL co LL co N 00 p 00 L.I.J O ❑ Z p N H O °° co U— Z 4CY) O u7 CT co > O Z 0 O M N a� co 00 z + z z °�' > > LL N 2755 p k � � > = < 0- n + � Z Z O 0 W CL 2 N ❑ > > GNU U ��_ ? O c� p7 CO H (n (n (n W 00 ❑ Q f1 f1 M C� Z Z O CO N CnCnCnfYw (n (nH — = - vim — — rn �? Z �i (n (n (n fY W W � + � O nj N � = N N > > LL Ch M N 2750 IL U) (nl � f1 n O NN l I ' ' D I r fn (n (n fl W 00 � Z Z Z) W O C cn MMzZ z Z _ k + v EXISTING GROUND � � = U v N > > > 2745 0 LF OF IL D FINISHED GROUND U) U) l 2 IL - w ' ` 88.7 8"PVC o —� df >-wIxW W v N ��W~LLZH O ® 2.40% 2740 ° ` E ymco0a 0 �_ 175.48 LF OF 8"PVC @ 0.40% a v, nn 62.18 LF OF 8"PVC @ 0.60% 4 w 0 i= —i �� ZC1t7W2 _ rrY�� `a 245.78 LF OF 8 PVC @ 1,88% �/� �p -no, -_ In 2135 C7 J 4nu D W z N — 2730 REVISIONS No. Date Description Q U D 2725 CID Ir EXISTING GROUND CENTERLINE PROJECT NO.: FINISH GROUND CENTERLINE 20021 U) B 272o DRAWN BY: z ai L rr_ e� r �t ry ry O `t r�Ll CS O CHECKED BY: (�V (rV (rV (rV N CrV ry (rV trV trV fV r �cv JB/MW U `n DATE: N -7+50 -7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -0+50 0 09/14/2021 0 N O SHEET NUMBER A T E. SHAFER VIEW DR. T N 40 0 40 80 120 5 0 5 IO 15 C4.07 o � SCALE: I"= 40'-0" VERTIGAL SCALE: I"= 5-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC S��NAL EN \STE i WATER LEGEND PRELIMINARY ' NOT FOR w CONSTRUCTION ° EXI5TING PROPERTY LINE F OF PROPOSED LOT LINE �9RY wP o PROPOSED RIGHT OF WAY Z H20 H20 EXISTING WATER LINE w a W8" 8" WATER MAIN w M E a LO W12" 12" WATER MAIN a, o ° z U .0 N a WATER BLOWOFF 1. S )CIOn g ° O WATER TEE So 4 am �� 00 off°° a = a QL. E Fn o' mcoM � m m CL S r^ ! 1 I N-0 WATER VALVE o .,�°- a I.N o v o H '� C 0 M.9 C 3j CU C -p a f$ W .N CL (0 -6 U � Z FIRE HYDRANT Y Z 12 U J W C7 -L to r0 • • • • • • � W W W C7 ' 51NOLE WATER METER 8 _ _ SERVICE • • 8 J\� D WATER METER 8 p SERVICE 0 w 1 \ SS 5EWER MAIN m o po p0 po SD SD STORM LINE _ IR _ I IR IR_ _ IR _ _ IR _ IR _ IR IR _ _ IR _ _ IR R _IR_ \ N rR PRESSURE IRRIGATION LINE Z _ 7lift7 ` WATER CALLOUT - 6 186 LF 12" 8" 183 LF 6 / INSTALL I" POLYETHYLENE DOME5TIG WATER z K (N / O 5ERVIGE LINE PER STANDARD DETAIL WI. LENGTH ° \ AS INDICATED. w �1 INSTALL J" SINGLE WATER METER $ SETTER PER O STANDARD DETAIL 51^3, W2 AND W6. I I 0 8" 270 LF 8" 363 LF 6 O INSTALL J" DOUBLE WATER METER I SETTER PER w a 6 43 LF 8" I 6 73 LF 8" / / / \ \ 3 STANDARD DETAIL SW3, W2 AND W6. z 00 3 3 3 / / // \ O RETAIN AND PROTECT Copyright©2021 Z 7 _ 5 1 8 LF 5 3 / 4 EXISTING WATER MAIN. All rights reserved. Reproduction or use in any form or by any means without written permission of U _ $ LF 1 8 LF 1 / Breckon Land Design,Inc.is unlawful and subject to 0 1--- 7 �� , 11 LF / INSTALL FIRE HYDRANT ASSEMBLY PER STANDARD criminal prosecution. w J W12" 8" W8" W " W8" " W8" W8" / O O DETAIL W5 AND HCLCIO w 7 7 7 7 7 7 7 7 O 7 / ® O (I) 8"XS"X6" TEE (MJxFLGxMJ) o ' 8"SS 8"SS 8"SS 8"S o 8"SS 8"SS 8"SS 1 25 LF / �'�' (I) 6" GATE VALVE (FLGxMJ) 0 z S� / O INSTALL Gg00 PVG WATER MAIN. r 5 SIZE AND LENGTH AS INDICATED. 14 3 1 28 LF 3 1 28 LF 3 8"X8" 11 8" 111 z 6 167 LF 12" �_ 12"X12" „ 28 LF 1 S 7 7 PROVIDE REQUIRED SEPARATION, SEE CITY OF / \ O MERIDIAN WATER NOTES 2 AND 3 ON SHEET GI.I. O a 8'% 30 LF 6 2 \ 3 / O 8 END AND GAP WATER MAIN FOR FUTURE \ \ O CONNECTION AND EXTENSION. H 8 9 8" 63 LF 6 \ z 13 12 \ \ INSTALL 11.250 BEND (MJxMJ) AND THRUST BLOCK. N 19 18 1 12 LF , O SIZE AS INDICATION. > 01 \ S� ^ 01 INSTALL 22.50 BEND (MJxMJ) AND THRUST BLOCK. V J SIZE AS INDICATION. w 8" 188 LF 6 co ^ w 16 15 I / 7 / ` G INSTALL TEE. SIZE AS INDICATED. W I o 8 10 6 CONNECT TO EXISTING 12" WATER MAIN STUB AND `�V w IR IR / \ O 12 REMOVE TEMPORARY BLOWOFF. /� w01 -_ IR / 09 6 209 LF 8„ �J) G Q IR _ _ IR / 13 INSTALL 45° BEND (MJxMJ) AND THRUST BLOCK. co 2 z SIZE AS INDICATION.CID ' 1 � ��_I UJ < ' 14 INSTALL 12" TO 8" REDUCER.00 ! , ►� iR / �— / \ Q 7 1rJ INSTALL 8" TO 6" REDUCER. v Q o \ , 15 LF WATER NOTES w / � w F f / \ \ 1. ALL WATER MAIN AND SERVICE CONSTRUCTION / 7 SHALL BE PER THE CITY OF MERIDIAN STANDARD o ` NOTES AND PER DIV1510N 400 OF THE CURRENT z Q `+ � / / \ / \ 7 — — EDITION OF THE GITY OFM ERIDIAN SUPPLEMENTAL SPECIFICATIONS. 29 LF c / \ 8" 10 2. SEE SHEET G4.1 TO G4.6 FOR SANITARY 5EWER w 0 \� / ? \ \ i PLANS AND PROFILES. W W Ui 15 CID w 0 IR IR -- IR — I Q ° CIO °_ / 00 0 ° oo °�°_�°� o°�°°°o°�q o°o�a oo c�op°o o�� T � I 00 0 O°0 0°0 00 0 00 p°0 0°°0000 °°°°00- 00 pow°-0 0� z u / ' I o opo�5oo0�-o09a0 �°oo° 0000 °° °° o CIO w LID � I v ® \ at�W y U b O=N N DyO f O~W OWp0900 Z wo C7 0 00.... J Z O K D W z �o�Qom m _ O REVISIONS No. Date Description _ EP - - - - - - - - - - o 0 EP PROJECT NO.: C) — — ` e 20021 (n B 3� DRAWN BY: z ai I CS O CHECKED BY: JB/MW U `n DATE: 0 09/14/2021 0 N Q CD WATER PLAN SHEET NUMBER N A r N 50 0 50 100 150 C5.01 0 SCALE: I"= 50'-0" r cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC S�ONAL EN \STE i WATER LEGEND PRELIMINARY ' NOT FOR w CONSTRUCTION ° EXI5TING PROPERTY LINE F OF PROPOSED LOT LINE �9RY wP o PROPOSED RIGHT OF WAY Z H20 H20 EXISTING WATER LINE w a W8" 8" WATER MAIN w M E a LO W12" 12" WATER MAIN a, o ° z U .0 N a I -o 0 0o °t CL'0 °;-w 0 WATER LOWOFFa 3 o0000 o 0 E o 00 M HATER TEE E toa) (a��. I �oa00000 0 0 c a QL) 0 o � -0 -0 WATER VALVE oN O m.s L ) cu o� z o 2 � raN zo uF I RE HYDRANT E Y I�w � L c owmz 2- Lo ii a =CD G r, SINGLE WATER METER 8 0 1 SERVICE - • 8" 391 LF 6 11 12"x12" Z 1 SO 38 LF 1 3 3 I 1 -��, DOUBLE WATER METER e o 3 8 LF 1 3 5 8 LF 1 SERVICE JI/ 8 LF 1 7 SS 5EWER MAIN m w— — — 7 SD SD 5TORM LINE N 1 W8 W8 W8 12 � W12 rR PRE551JRE IRRIGATION LINE z S S 7 SD 7 SID 7 SD 7 SD S ^i I I 8" 13 8°ss 8"SS 8" n "SS 8 S w 8"SS - - - - - - - - - - - - - _ - - - - - WATER CALLOUT 14 28 LF 1 > INSTALL I" POLYETHYLENE DOME5TIG WATER K I 33 LF 33 LF 1 3 3 1s 3 6 167 LF 12" �_ 12"x1� O SERVICE LINE PER STANDARD DETAIL WI. LENGTH ° AS INDICATED. ° 6 23 LF D78- 9 33 LF 1 1 1 1 1 , w I 1 3 I 00 T'11 � � I I I 2 INSTALL " SINGLE WATER METER ff SETTER PER 11 � 1 O STANDARD DETAIL 5W3, W2 AND W6. I I o 1 37 LF 1 O O3 I ® I O5 I © 3 00 INSTALL J" DOUBLE WATER METER I SETTER PER 20 19 O STANDARD DETAIL 503, W2 AND W6. Z I li 6 139 LF 12" 4 RETAIN AND PROTECT Copyright Co rI ht c 2021 = tY All rights reserved, Reproduction or use in any form o — I — EXISTING WATER MAIN' or by any means without written permission of 2b IR 1 6 200 LF 8" I I 1 Breckon Land Design.Inc is unlawful and subject to 0 INSTALL FIRE HYDRANT ASSEMBLY PER STANDARD criminal prosecution w J I I ( 1 O DETAIL W8 AND HCL 19 (1) 8"X8"X6" TEE (MJxFL6xMJ) o I 12 IR IR IR IR IR (1) 6" GATE VALVE (FL6xMJ) a 0o IR IR 6 INSTALL Gg00 PVG WATER MAIN. o I 7 10 12 — — O 51ZE AND LENGTH AS INDICATED. o C5 1 1 I 1 PROVIDE REQUIRED SEPARATION, SEE CITY OF z 7 Q 5 10 I 7 12" Q MERIDIAN WATER NOTES 2 AND 3 ON SHEET GI.I. O o 6 62 LF 12" END AND GAP WATER MAIN FOR FUTURE CONNECTION AND EXTENSION. o H 6 22 LIF 8" ® `b z I 32 LF 1 5 / / 3 18 �� INSTALL 11.25° BEND (MJxMJ) AND THRUST BLOCK. w 13 2 SIZE AS INDICATION. > 8° 13 11 12 x12 10 12" 9 I /� / INSTALL 22.5° BEND (MJxMJ) AND THRUST BLOCK. CD 01 1 14 LF 1 12" 87 LF 6 7 f 10 SIZE AS INDICATION. 8" 10 w8 14 LF 1 G INSTALL TEE. SIZE AS INDICATED. Z a 6 130 LF 12 ,, � 3 \ IR s/ \ MAIN STUB AND - / REMOVE TEMPORARY BLOWOFF \ 8 SS 12 CONNECT E EXISTING 12" WATER W o - 1 31 LF / V) - ---- C 13 INSTALL 45° BEND co z (MJxMJ) AND THRUST BLOCK. C 8" 175 LF 6 8 9 8"SS \ 2 / / SIZE AS INDICATION. W I W N s 9 12° \ / INSTALL 12 TO 8 REDUCER. IR ---- / / 14 o 8" 10 O �� 15 INSTALL 8" TO 6" REDUCER. � Q o 16 O 14 15 6 52 LF 12" j N o \\\R 10 12" cl \ �I I /R 14 / WATER NOTES W w I 1. ALL WATER MAIN AND SERVIGE CONSTRUCTION m I I IR // i SHALL BE PER THE CITY OF MERIDIAN STANDARD � Q o fn _— i� % / NOTES AND PER DIVISION 400 OF THE CURRENT z _ / EDITION OF THE GITY OFM ERIDIAN SUPPLEMENTAL SPECIFICATIONS. c ;U �_ / 2. SEE SHEET G4.1 TO G4.6 FOR SANITARY 5EWER W o I / �_ -� / PLANS AND PROFILES. W W I / ---- CID z E m 1 6 253 LF 12" W Cn C=\1 < _ I 23LF 1 z� d� _ W d� 5 3 / ® \ c EP EP EP � EP W _ z 12" � 0 13 _ _ _,, IS — — _ 5 � EP � EP � G EP EP c 10 12" d� �WmW U N o c ^Fto DO O_ O \ �\ — -- b a�ox W y1L W o O !� / EP �`\ WW ym�0002 O � . s \ Wa W -00 ,� �� fi UjZOWZC D 0 33 �o�aom � wo�v�zm D- 7 � 2 6 151 LF 12" _ z I ,p� C � JaCDC �W i / I.1Z�W � O 27 LF l$'s REVISIONS 8" 207 LF 6 No. Date Description CID CQ s D CID PROJECT NO.: I 9 12" 20021 B \ DRAWN BY: z 12"x8" 11 > I 6 20 LF 12" CS O CHECKED BY: JB/MW U CID DATE: 0 09/14/2021 0 N Q cD WATER PLAN SHEET NUMBER A N r N 50 0 50 100 150 C5.02 0 SCALE: I"= 50'-0" r cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC PRESS RIZED IRRI ATION NOTES IRRIGATION CONSTRUCTION NOTES ��svoNAL U G IRRIGATION LEGEND �°�_��E�� I. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE 5. INSTALL A REDUCED PRESSURE BAGKFLOW PREVENTER IN ANY I. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO 12. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PRELIMINARY SHALL BE TWO (2) INCHES WIDE, METALLIC IN COLOR, WITH THE GONNEGTION BETWEEN THE POTABLE WATER SYSTEM AND THE INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE IR PRESSURE IRRIGATION NOT FOR w WORDS DANGER-UNSAFE WATER OR NON-POTABLE WATER PRESSURE IRRIGATION SYSTEM. (GALL WATER DEPARTMENT TO DAMAGE TO EXISTING UTILITIES SHALL BE GONTRACTOR S DATE OF ITS AGCEPTANGE; REPAIR OR REPLACEMENT OF ANY DEFECTS CONSTRUCTION CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE VERIFY THAT THE DEVICE IS APPROVED FOR USE IN THE CITY) RESPONSIBILITY. OCCURRING WITHIN THAT YEAR SHALL BE FREE OF EXPENSE TO THE - -- -- -- - PVC, \Vr IRRIGATION SLEEVE i w BETWEEN 51X (6) INCHES BELOW THE SURFACE AND EIGHTEEN 6. INSTALL ALL CROSSINGS OF THE RIGHTS-OF-WAY WITH 2. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, OWNER. 8"ll Sl .� F OF z (18) INCHES ABOVE THE TOP OF THE PIPE. PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND MECHANICAL, AND ELECTRICAL ENGINEERING SHEETS. 13. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST ---------------------- EASEMENT 9Ry 2. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE ONE-HALF (2-1/2) FEET AND IN AN AWWA 6-9OO PIPE SLEEVE 5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE B J TA65 CARRYING THE WARNING DANGER-UNSAFE WATER(OR WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT SHALL CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE GUARANTEE PERIOD. ® GATE VALVE EQUIVALENT). INSPECT CROSSINGS PRIOR TO BAGKFILLIN6. CONTRACTORS. 14. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF o 3. LABEL ALL VALVE BOXES AND VAULTS WITH THE WARNING -1. PRESSURE IRRIGATION MAINS MUST BE ALONG REAR LOT 4. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL MEET THE X SERVICE STUB DANGER-UNSAFE WATER OR NON-POTABLE WATER, AND LOGATE LINES. WHERE PRESSURE IRRIGATION MAINS TRAVERSE A SIDE APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO MANUAL DRAIN VALVE THEM A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC LOT LINE IN ORDER TO GROSS A STREET, THE DOMESTIC PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN o M M TAPED OR GAPPED AND MARKED WITH A 2"X 4" PAINTED STAKE PERMISSION OF THE OWNER. o N ° RIGHT-OF-WAY. WATER SERVICE AND PRESSURE IRRIGATION MAINS MUST BE AIR RELEASE VALVE C 0 N " a 4. THE HORIZONTAL SEPARATION OF WATER AND SEWER MAINS ON OPPOSITE SIDES OF A LOT. EXTENDING TO 24 ABOVE GRADE. 5TAKE5 SHALL NOT BE REMOVED 15. BASE PLAN AND LOGATION OF EXISTING EQUIPMENT ARE SCHEMATIC INco co 0 SHALL BE A MINIMUM OF TEN (ID) FEET. WHERE IT IS 8. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE UNTIL THE IRRIGATION SYSTEM IS COMPLETE. ALL SLEEVES SHALL NATURE. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS N BAGKFLOW PREVENTOR m N o NECESSARY FOR SEWER (SANITARY SEWER, STORM DRAIN, AND HUNDRED-FIFTY (I50) POUNDS PER SQUARE INCH (PSI). EXTEND A MINIMUM OF 18 BEYOND BACK OF CURB OR EDGE OF AND CONDITIONS PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY �L E a n 3 w o E - n 9. THE NAMPA AND MERIDIAN IRRIGATION DISTRICT SHALL PAVEMENT. PROVIDE COMPACTED BAGKFILL AS NECESSARY AT HARD ADJUSTMENTS. GROUNDING LOCATIONS s E.� Fn co M m IRRIGATION) AND WATER LINES TO GROSS EACH OTHER, AND SURFACE LOCATIONS. 16. ALL MAIN LINE FITTINGS SHALL BE DUCTILE IRON PUSH ON TYPE MEETING PER PLANS, SEE DETAILS a) Q� 0 r, t a THE SEWER LINE I5 LESS THAN EIGHTEEN (IS) INCHES BELOW OR INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY 5. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES NMID STANDARDS UNLESS NOTED FOR LATERAL SERVICE. F m o °-� a (D cb N o v o EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE 15 7 S 8/L7.1. J , O z W m._ L aCIO-0 N -0 N N - N ABOVE WATER MAIN THE SEWER LINE SHALL BE GLASS 200 �._L REQUIRED FOR THIS WORK. 17. IRRIGATION CONTRACTOR SHALL ENSURE THAT THE EXISTING IRRIGATION o 3 .. 0 ASTM 0-2241 PVG PIPE WITH WATER-TIGHT JOINTS, OR EQUAL IN EFFECT PRIOR TO THE PREGONSTRUGTION MEETING. 6. OTHERS SHALL SUPPLY AND INSTALL TAP AND METER WHERE SYSTEM REMAINS OPERABLE DURING CONSTRUCTION. CAUTION NOTICE U J W r�= J CU L Co rra FORTY-EIGHT (48) HOURS ADVANCE NOTICE 15 REQUIRED. 3 W W W CD CONSTRUCTION, FOR A DISTANCE OF TEN (10) FEET ON BOTH APPLIGABLE. VERIFY TYPE OF METER AND INSTALLATION 18. ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM SHALL BE 10. IRRIGATION PIPE SHALL BE GA5KETED PVG ASTM-02241 0 SIDES OF WATER LINE IN ACCORDANCE WITH 5EGTION 550.06 REQUIREMENTS WITH MUNICIPALITY OR WATER DISTRICT. IMMEDIATELY RECTIFIED. DAMAGED ELEMENTS SHALL BE REPLACED . _ ■ • OF THE IDAHO RULES FOR PUBLIG DRINKING WATER SYSTEMS GLASS 200, 5DR-21 OR BETTER. 7. ALL ELEGTRIGAL WORK TO MEET OR EXCEED N.E.G., STATE CODES, WITH NEW PRODUCTS OF EQUAL OR GREATER VALUE BY THE IRRIGATION THE CONTRACTOR IS SPEGIFIGALLY CAUTIONED THAT THE II. ALL PRESSURE IRRIGATION PIPE SHALL BE CONSTRUCTED TO LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS L (IDAPA 58.01.08). ONE FULL LENGTH OF BOTH WATER AND LOCAL CODES, AND MANUFAGTURER'5 RECOMMENDATIONS. CONTRACTOR, AT NO EXPENSE TO THE OWNER. w SEWER LINES SHALL BE CENTERED AT THE GROSSING POINT SO SLOPE TO DRAINS AND/OR PUMP OUT STATIONS AS SHOWN ON 8• CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS 19. CONTRACTOR SHALL ADJUST EXISTING HEADS IN AREAS IMPACTED BY SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE ❑ PLANS. VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE THAT ALL JOINTS WILL BE AS FAR FROM THE GROSSING AS BROUGHT TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. GRADING OPERATIONS TO ENSURE HEAD TO HEAD COVERAGE AND TO m 12. TRENCH BAGKFILL FOR PIPELINES WITHIN THE PUBLIG MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION , ❑ POSSIBLE. IN LIEU OF CONSTRUCTING OR RECONSTRUCTING RIGHT-OF-WAY SHALL BE COMPACTED TO TYPE "A" BAGKFILL q• CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWIN65 BE FLUSH WITH NEW FINISH GRADES. 15 NOT TO BE RELIED ON A5 BEING EXACT OR COMPLETE. w THE 5EWER TO CONFORM TO WATER MAIN 5TANDARDS, THE FOR ADDITIONAL REQUIREMENTS. 20. 5EEPA6E BEDS MUST BE PROTECTED FROM ANY AND ALL REQUIREMENTS PER ISPWG SECTION 506 AND SHALL MEET THE GONTRAGTOR MUST GALL THE LOGAL UTILITY WATER LINE MAY BE SLEEVED IN GLASS 200 PVG FOR A 10. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL CONTAMINATION DURING THE GONSTRUGTION AND INSTALLATION OF THE DISTANCE OF TEN (10) FEET ON BOTH SIDES OF THE GROSSING. ,4DA COUNTY HIGHWAY DISTRICT (AGHD) REQUIREMENTS. PIPES LAWS AND ORDINANCES. LANDSCAPE IRRIGATION SYSTEM. LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY Z SHALL BE BEDDED PER ISPWG SECTION 305. II. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE A5-BUILT 21. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE DESIGN EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF o DRAWING ON MYLAR AND IN PDF FORMAT UPON COMPLETION OF PROFESSIONAL. THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLATION AND PRIOR TO FINAL PAYMENT. GONTRACTOR TO RELOCATE ALL EXISTING UTILITIES o WHIGH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. a z ° K U � t 1 Z Z I w U w_ SD t• 1 � � I I IRRIGATION CALLOUT 0 ,A q r, M • j•, r MAN O \ O I4" PVC PRESSURE IRRIGATION LINE WITH CONTROL _ j O WIRE PER DETAIL 3/G6.05. LENGTH PER PLANS. Copyright c 2021 = - - - - - - - - � � - � - - - - - - - - � - - - O Z \ \ All rights reserved. Reproduction or use in any form ❑ _ ♦ INSTALL SERVICE STUB PER DETAIL 547/G6.05. or by any means without written permission of 2b „ . criminal prosecution.Breckon Land Design,Inc.is unlawful and subject to ° 0 °° ° ♦ \ \ 2 51ZE AS UNLESS OTHERWISE NOTED 9 a 0 °0 0° 819 LF 1 9 \ 3 \ \ O MO AT ANUAL DED ILL 14%6.05E AT LOW POINT IN 1 iEIR _ IR _ _ IR IR _ IR IR _ _ IR _ IR IR_ 5 \ \ o \ \ O AIR RELEASE VALVE, SEE DETAIL 2/66.05. bo 10 54 LF 2 \ \ w 45 DEG. ELBOW WITH CONCRETE THRUST BLOCK A5 7 w 2 2 2 PER DETAIL 2/G7.5. L ° I I I I I 10 37 LF 333 LF �\ 22.5 DEG. ELBOW WITH CONCRETE THRUST BLOCK O N I I I I I I I I I I \ © AS PER DETAIL 8/G6.05. o INSTALL GAP. END FOR FUTURE CONNECTION. INSTALL 4"x4"x4" TEE (FLGXFLGXFLG), GATE > o O \ O VALVE (FLGXMJ) WHERE INDIGATED AND THRUST Q oZ I INSTALL ISOLATION VALVE PER DETAIL I/G6.05. w / m N UJ / \ \ 00 ip 0" AWWA C-900 IRRIGATION SLEEVE. PROVIDE o ADDITIONAL SLEEVE FOR CONTROL WIRES AS :�jw 9 - - - - - - - - - - - - - - - 01 - - - - _ / \ NEEDED. Z r n a Q 8" W8" W8" W8" W8" W8" W8" \ \ INSTALL PUMP STATION PER NAMPA-MERIDIAN V, �� UJ O G GIRRIGATION DI5TRIGT SPECIFICATIONS. SEE SHEET t'J `� 10 8"SS 8"SS 8"SS �s 8"SS 8"SS 8"SS / // ® / ` \ G7.05. W M - - - - - - - - - - - - - - - - - - - - - - - - - \ S'� 12 O DEG. EL OS.WITH CONCRETE THRUST BLOCK AS U W O g Q C,4 \ 6 \ \ \ 11.25 DEG. ELBOW WITH CONCRETE THRUST BLOCK (D 13 A5 DETAIL 8/66.05. o \1 INSTALL 4"X4" 61R055 (FLGXFLGXFLG), GATE :E Ir G VALVELGX RDGTD AND THR UST IrBLOCK.156 LF w>z _ O 11 / \ S� \ i 2 Z �� 14 W II O \ / NAMPA MERIDIAN O I 1 I � O I 16 5 I 2 \ IRRIGATION DISTRICT NOTES w ui 2 © \ < U) F / \ 1. THE NAMPA MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL > IR IR- O \ ` _ s - - ---- / 9 A� \ \ PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED D _- - \ AGREEMENT FOR INSPECTION AND MAINTENANCE 15 IN EFFECT ---- 1 68 LF 13 \ PRIOR TO THE PREGON5TRUGTION MEETING. FORTY-EIGHT (45) I w 1 120LF 186LF 1 HOURS ADVANCE NOTICE 15 REQUIRED. T 6 I I / / --- --- - - \ 2. REFER TO NAMPA MERIDIAN IRRIGATION DISTRICT PRESSURE w 1 FOR ADDITIONAL -_ XLF 1 � N� \ URBAN IRRIGATION SPEGIFIGATIONS" � - -- --/ -`� �- � � \ INFORMATION AND REQUIREMENTS $ 2109 / - - 1 LF - � \ \ \� �R \� / / / 8 \ \ � � \� / / -�_\�� \ O 1 116 LF 1 PI SYSTEMNOTES: � 207 LF 1 iR / i � �� 10 \ 1. PUMP STATION AND PRESSURE IRRIGATION WILL BE OWNED AND Z Cp; MAINTAINED BY THE HOMEOWNERS ASSOCIATION. \19 LF 1 \ 2. GROSS CONNECTION BACKUP SOURCE PROVIDED FROM CITY OF w ` g \ \ \ 1 D w F / / I MERIDIAN WATER. 1 150 L � � / 2 3. REDUCED PRESSURE BACK FLOW ASSEMBLY MUST BE APPROVED QQ �_� _ - - \ 1 BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL U ` � / \ \ \ \ I 2 I QUALITY AND MERIDIAN WATER DEPARTMENT., \ 13 4. COMMON AREA AND PRIVATE PRESSURE IRRIGATION MAINLINES UJI Ix 1 SHALL BE LOOPED TO PROVIDE MULTIPLE CONNECTIONS TO THE ch > W w U ® / 1 PI DISTRIBUTION MAIN VIA PROVIDED SERVICE TAP5 PER PLANS. ui LL Z i= O 108 LF co 87LF �/� mQt7QoeWW ` \ \ >oU Dw Q� � �=�W � O REVISIONS W / 28 LF 1 - - IR ' 1 No. Date Description Q / o IR ° ° °0000 12 I 12 0 0 ° o 0 0 0 ° 1 247 LF �®o-�-�e 0 P° 0 0 00 0o I I <n - - - °0 o`S oo�oo00 00 °°°°o°°0°00°0°°0 ° o 00 00 0 0 a $o cr0 q� 0 O�®o °oo6o�o°°)°°°o°°° °° ° PROJECT NO.: ' o ° 0 0 /I ° _ 20021 (n DRAWN BY: I I I �� CS z CHECKED BY: O T PRESSURE IRRIGATION PLAN �DAE: U N 50 0 50 100 150 0 ■ 09/14/2021 CD 5GALE: I"= 50'-0" O o SHEET NUMBER O o T A N 006.01 f CIO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING S��NAL EN � ��O\STE IRRIGATION LEGEND _ PRELIMINARY j IR PRESSURE IRRIGATION NOT FO Ft w - - PVG IRRIGATION SLEEVE CONSTRUCTION w - -8"llSl - - .>7 FOF �U �. EASEMENT 9Ry B ® GATE VALVE ° Z x SERVICE STUB ° w a Q MANUAL DRAIN VALVE w M �Q AIR RELEASE VALVE D o - g z �v .0 N cn a N BAGKFLOW PREVENTOR 8 1 MO . co o m o u GROUNDING LOCATIONS ` L E Co M - m BM BM EP�EP EP EP f - I f f•' . ® 7 S S/L1.1. 0Q 1L � a 0 o � o E P E P E P E P E P E P C P P E P E P E P IIR PER PLANS, SEE DETAILS .g.2 . W L .) � 0 _ u C CAUTION NOTICE �L ° . . . . . . 3 rya . CD w — THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE o o O 9 LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS L ° 1 864 LIF — — 8 SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE o 0 o O VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, IR IR IR IR IR I IR IR IR IR IR IR I MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION m — — — S — — — — — — _ — — _ _ — — IR — ! 15 NOT TO BE RELIED ON A5 BEING EXACT OR COMPLETE. , THE CONTRACTOR MUST GALL THE LOCAL UTILITY o 00 0 0 0 0 2 10 54 LF 2 LOCATION CENTER AT LEAST 48 HOURS BEFORE ANYC; I Z I °° ® 0 2 EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF o o°o°°O°°o O°o I I THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE 0�°9 0 ° _ CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES o I I K � I o 0_ O ° o° II ® O WHIGH CONFLICT WITH THE PROPOSED IMPROVEMENTS00ogoo O 00 °°000° ° °\\ °o Zv SHOWN ON THE PLANS. o o ° o 0 LOW I I so I I I I I I �s IRRIGATION CALLOUT R _ - PRESSURE w � O WIRE PER DETAL 3/RG61.05.10 LINE NGTH PEITH R PLANCONTROL Copyright C 2021 z — — — — — — — — — — — — — — — — — — — — — — — — — — All rights reserved. Reproduction or use in any form o I 10 W8" W$" �\/$„ W$" W 12" W 12" 9 $„ W O INSTALL SERVICE STUB PER DETAIL 5�7/G6.05. or by any means without written permission of 2b Breckon Land Design,Inc.is unlawful and subject to 0 J I S SD SD SD SD SD SD — SD SD SIZE AS J" UNLESS OTHERWISE NOTED. criminal prosecution. w 8"SS 8"SS 8"SS 8"SS "SS 8"SS 8"SS 10 8"SS O LOCATE MANUAL DRAIN VALVE AT LOW POINT IN 9 O AIR RELEASE VALVE, SEE DETAIL 2/66.05. w O45 DE6. ELBOW WITH CONCRETE THRUST BLOCK A5 7 a PER DETAIL 2/G7.5. Z I Q 22.5 DEG. ELBOW WITH CONCRETE THRUST BLOCK Cn U) N I I I I 1 321 LIF 6 A5 PER DETAIL 8/G6.05. o O U) O w H I I I 1 435 LF I I 0 O3 ® O5 © I 00 18 I O INSTALL GAP. END FOR FUTURE CONNECTION. c01 I I I I I 20 19 z I 8 INSTALL 4"x4"x4" TEE (FLGXFLGXFLG), GATE > o VALVE (FLGXMJ) WHERE INDICATED AND THRUST Q IR O ~ �► 1 1 I I I BLOCK. Q Z —J o O I I I I O INSTALL ISOLATION VALVE PER DETAIL I/66.05. U _J — _ — — — / 19 I 8" AWWA G-�100 IRRIGATION 5LEEVE. PROVIDE �' o 12 IR IR IR IR IR 2 10 ADEDITIONAL SLEEVE FOR CONTROL WIRES AS o OR c) cD w 0 w G Q I I I / —IR— — 7 IR 2 I GINSTALL PUMP STATION PER NAMPA-MERIDIAN co I I / / 2 s IRRIGATION DISTRICT SPECIFICATIONS. SEE SHEET CO 00 o I � - - - - I I I 10 I 7 �R C14IG-T w 12 `1O DEG. ELBOW WITH CONCRETE THRUST BLOCK AS U 0 6 I �� g / O DETAIL 8/G6.05. Q 04 65 LF 11.25 DEG. ELBOW WITH CONCRETE THRUST BLOCK ^ 207 LF 1 � � 13 AS DETAIL 8/06.05. 13 \ I I \ / j��—\ \ \ INSTALL 4"X4" GROSS (FLGXFLGXFLG), GATE Z L / \ G VALVE (FLGXMJ) WHERE INDICATED AND THRUST BLOCK. w Q waft z3lA� 1 150 LF / � z IR IR \ s/ \ / / _ �8�rss — _ \ NAMPA MERIDIAN O — _ � „ S � � 17 13 ° / � 1 34LIF _ 1 91 LIF _ ss / 2 �� \ ��' IRRIGATION DISTRICT NOTES �\ \� 6 1 123 LIF 12 IR - - —! I. THE NAMPA MERIDIAN IRRIGATION DISTRICT SHALL INSPECT ALL 8 13 > \ PRESSURIZED IRRIGATION UNLESS A PROPERLY EXECUTED R AGREEMENT FOP, INSPECTION AND MAINTENANCE 15 IN EFFECT \ 1 15 16 2\ / / / / \ / PRIOR TO THE PREGONSTRUGTION MEETING. FORTY-EIGHT (48) 92 LF w 93 LIF 1 237 LF / // HOURS ADVANCE NOTICE IS REQUIRED. Ir 5 2 \ \\ \ j / // / 2. REFER TO NAMPA MERIDIAN IRRIGATION DISTRICT "PRE55URE w URBAN IRR16ATION SPECIFICATIONS" FOR ADDITIONAL �I I 2 \ 3 $ �R 1 59 LF 6 �/ / 14/ j//� ' INFORMATION AND REQUIREMENTS. LL Q CD \ _-_IR PI SYSTEMNOTES: _ \ / I. PUMP STATION AND PRESSURE IRRIGATION WILL BE OWNED AND r n s � / V 2 _1 73 LF // MAINTAINED BY THE HOMEOWNERS A550GIATION. _ - 2. GROSS CONNECTION BACKUP SOURCE PROVIDED FROM CITY OF w D w � �� MERIDIAN WATER. 246 LF I _ -_--- / 3. REDUCED PRESSURE 13AGK FLOW ASSEMBLY MUST BE APPROVED 1 / �------- _ / BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL O I 2 QUALITY AND MERIDIAN WATER DEPARTMENT. N O 4. COMMON AREA AND PRIVATE PRESSURE IRRIGATION MAINLINES w ♦ 1 b QR.OF w 0 Wlw DO O_ (n CO/ tq m>o>a0m N I / —L C7 evIn 42zm m O (� _ — \ — — — Jaok �W az�W O u REVISIONS _ — Q � O EP EP EP EP— No. Date Description / U M — s I _ _ - - - - _ - - `� 7 EP EP EP = EP _— — _ \ PROJECT NO.: 20021 O B ) O — � ' \ / DRAWN BY: z � CS CHECKED BY: 0 JB/MW I DATE: 09/14/2021 a 0 0 A PRESSURE IRRIGATION PLAN SHEET NUMBER N 50 O 50 100 150 N C6.02 SCALE: I"= 50'-0" r cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING PE SERVICE LINE, 51ZE PER PLANS CURB STOP VALVE IN SLEEVE, SIZE 10' 10' PER PLANS. I �SS�GNAL ENcj _ - - GRADE IIIIII� ,�5 REQU RED PIPE. LENGTH �O�-��G\STE,p� ti IIII IIIIII III - 1=11 I I EASEMENT, � PRELIMINARY -1I IIII FINISH GRADE STANDARD - -III NIBCO 1 1/2" BRA55 BALL 1 - -i EITHER SIDE IV(:)T FOR MANHOLE III- DRAIN VALVE WITH 'IT" OF MAINLINE. o -III FRAME AND -III HANDLE OR APPROVED EQUAL PRESSURE IRRIGATION MAINLINE CONSTRUCTION �I II-III-II 10" ROUND VALVE BOX COVER. - PER PLANS. I _ PROPERTY �q �F SIDE of wr LEEMGO DUCTILE IRON = - NOTE: -III 6A5KETED SERVICE TEE OR 40 D THREADED STREET ELBOW SERVICE TEE OR SADDLE TAP I o LINE Ry B wP� o =III= FILTER FABRIC BARRIER APPROVED EQUAL. SIZE TO PLAN VIEW: SCHEDULE ao PVC, W/FIPT PER PLANS. I z I. DRAIN LINES MAY BE MATCH MAINLINE. SIDE o J III III DIRECTED TO THE PROPERTY w w -III III-III SITE DRAINAGE LOW POINT IN MAINLINE, 51ZE 6" GAP LINE SYSTEM WHERE PER PLANS M a III APPLICABLE. REFER GROUND LEVEL EXTEND PIPE 18" ABOVE FINISH GRADE, 5 I ", g 6 DEEP PEA GRAVEL SUMP TO PLANS FOR MORE REDUCER/ ADAPTER AS GAP PIPE ENSURE A WATER TIGHT SEAL. REAR N IIII IIII INFORMATION. REQU I RED 0 co 6" ADS, LENGTH AS REQUIRED �L E a cu 2. INSTALL MAINLINE PROPERTY L U E cCo M ° o E - ~ DRAINS AS REQUIRED GALVANIZED IRON NIPPLE ARIE m a a' E � � E co N _ LEEMGO BELL x BELL TO PROVIDE 6" X 36" VALVE Q 0 o .c Y r, a 5ELF-RE5TRAINED, RESILIENT COMPLETE DRAINAGE Z GALVANIZED IRON FITTIN65 SLEEVE I TELEPHONE 8 _1 U) 0 Ob fU o 01 OF IRRIGATION -III GABLE TV > - o 00.2'r 3 C c z a, a WEDGE GATE VALVE _ o SYSTEM. j"'� 2" WASHED DRAIN ROCK 2 Q GUB STOP VALVE U _J W CJ S _J L CIO (gyp 0 O� 0 O� 00� 0 00 • • • • • • 3Wa � � 1 III -I 3. TAPE ALL 1 o O� G.Y. MIN. w JOINTS. I- ��°j00o Q QO ° 200 P51, AWWA II �> I ! . _ ■ • - ° -III-III- Uo°O Oo°C� �o°U o �c�O DI6 TO FREE DRAININ6 SOILS PVC, RISER, w 20 01 -III III- 00��00��00� „_ ASTM 5034, SERVIGE TEE OR POLYETHYLENE L 1 III=1 =1 -III °o�o��°o�o��°o�o��°o�o��°o�o�° - I-I -I 1=1 I- 0 -- w III-III-III o0 0 o WITH SDP 35 IP T T z PIPE -i-- Do go 0 0 0 o III III III III III FIPT PER PLANS GAP. w - - w NOTE: ' -III-III- - - - - III III MIPT X INSERT BRASS, 200 P51 CURB STOP VALVE, I. ALL WORK SHALL ADAPTER ITH FEMALE IRON PIPE CONFORM TO THE P R E S S U R E IRRIGATION LATEST EDITION OF THREAD (FIPT) o 0 PVC, TWO STAINLESS THE I.S.P.W.G. MAINLINE MANUAL DRAIN VALVE NOT TO SCALE STEEL CLAMPS STANDARD SPECIFICATIONS AND MAIN LINE ISOLATION VALVE SLOT SLEEVE -- -- 2. FINDER D N EIR WIRE AND ID 1 TO FIT OVER 5 TAPE REQUIRED. K NOT TO SCALE VALVE AND MIPT X INSERT 3. 2'-6" MIN. 5'-O" MAX. o SERVICE PIPE. BRASS ADAPTER LAYOUT: IN UNPAVED AREAS , z SECTION VIEW: WITH TWO OR WHERE THE LINE w SOLVENT WELD STAINLESS STEEL NARIE 15 FREE DRAINING. w RECTANGULAR HEAVY DUTY FINISH IIII- 5DR 35 VALVE MARKER°GAP.34, ITH X MIPT CLAMPS I I LL SCHEDULE 80 0 PLASTIC VALVE BOX WITH GRADE IIII=III= PVG ADAPTER 4. - MIN. 5-D MAX. IN PAVED AREAS OR LOCKING LID, A5 SPECIFIED A G,qO1 -III-III FORD OR MUEP V VE,BRASS,FEMALE ALE PRESSURE IRRIGATION SERVICE LINE CONNECTION AND LAYOUT WHERE THE LINE IS w III-III- PSI CURB STOP VALVE, FEMALE NOT FREE DRAINING. Z FINISH GRADE POLYETHYLENE IRON PIPE THREAD (FIPT) OR 7 Copyright©2021 -III III- APPROVED EQUAL / Scale: NTS Z All rights reserved, Reproduction or use in any form ❑ PIPE TO 5ERV ICE I I or by any means without written permission of 2b GONNEGTION -I I III Breckon Land Design.Inc.is unlawful and subject to 0 LEEMGO DUCTILE IRON TRENCH criminal prosecution 01 J I" AIR 4 VACUUM VALVE 6A5KETED SERVIGE TEE OR _ _ _ _ _ _ _ _ - _ IDE z ASSEMBLY ARI D-040-G OR SADDLE. SIZE TO MATCH III -III- FOR HORIZONTAL PIPE BENDS, = I=III=1I I=III=1I =III III=111= a EQUAL. MAINLINE. = =11 ,Q Qa, = I =I 1=- SLOPE PIPE TO =11I- BEARING THRUST BLOCKS MUST FOR HORIZONTAL PIPE BENDS, TEE a MAINLINE Q = PROVIDE 2500 P.S.I. CONCRETE BEARING THRUST BLOCKS MUST o -IIII III- NO. 5 REBAR OR I" SIGH. 40 POURED AGAINST UNDISTURBED Q Q PROVIDE 2500 P.S.I. CONCRETE a w STEEL PIPE, WITH (2) a a a FOR HORIZONTAL PIPE BENDS, EARTH PER TABLE I. POURED AGAINST UNDISTURBED a IIII III-III-III- EARTH PER TABLE I. w -III III III III III STAINLESS STEEL GEAR REDUCER/ ADAPTER AS BEARING THRUST BLOCKS MUST III III=III=III=III=III GLAMP5 OR APPROVED MIPT X INSERT REQUIRED PROVIDE 2500 P.5.1. CONCRETE TRENGH SIDE EQUAL. BRA55 ADAPTER O -IIIIIII=III=III=III a POURED AGAINST UNDISTURBED w III I SGH. 80 NIPPLE WITH TWO STAINLESS SGH. 80 NIPPLE a Q EARTH PER TABLE I. _ STEEL CLAMPS =III III PLUG r n o =III=III=III=III-III SLOT SLEEVE TO FIT OVER PIPE NO. 12 COPPER PIPE v' w I" BALL VALVE NOTE: VALVE AND SERVIGE PIPE. _ _ -III- a III=III III - FINDER WIRE. SEE W H =I III III=III=III-III III dQ a III -I 15PWG 50-514 VALVE BOX EXTENSION A5 I. REFER TO "PRESSURE IRRIGATION SERVICE LINE GONNEGTION AND LAYOUT" DETAIL III NO. 12 COPPER FINDER FOR SPLICING -III- - -III w �-III-III-III-III - FOR ADDITIONAL INFORMATION. - = - - WIRE. SEE 5D-514 FOR REQUIRED SPLIGING III III w I I -I I-I I -III -I - - - p o PAVING BRIGK (I OF 4) SERVICE CONNECTION �o REDUCER DETAIL =III-III-III-- n NOT TO SCALE - -I -, ° °' '� '� '� - _ I SGH. 80 NIPPLE TYPICAL BEND DETAIL W W 1-1 I -1 I = III =1 I =1 I =1 h-1 1 FILTER FABRIC BARRIER - _ _-_-__- REDUCER/ ADAPTER AS TEE DETAIL z -III-III-III-' REQUIRED CAST IRON NO. 12 COPPER VALVE BOX WITH NO. 12 COPPER FINDER o 6" DEEP PEA GRAVEL - -III- 1 DISTANCE CHART FINDER WIRE. SEE COVER WIRE. SEE ISPWC SD-514 � SUMP - ISPWG SD-514 FOR SPLIGING G Q III REFER TO THE FOLLOWING TABLE THAT LI5T5 THE LENGTH (IN FEET) FOR EACH SIZE/TYPE FITTING WITHIN FOR SPLICING CAST IRON GATE FOR HORIZONTAL PIPE BENDS, 0 = NOTE: VALVE HAMMERHEAD THRUST BEARING THRUST BLOGK5 MUST w M O �° LEEMGO DUCTILE IR WHICH ALL JOINTS JUST BE RESTRAINED. ALL FITTIN65 AND JOINT RESTRAINTS SHALL BE INSTALLED PER BLOCKING V`J C-o GA5KETED SERVICE TEE, MANUFACTURERS RECOMMENDATIONS dSPECIFICATIONS. PROVIDE 2500 P.S.I. GONGRETE o POURED AGAINST UNDISTURBED 0 O LEEMGO SADDLE TAP OR - I. AIR AND VACUUM RELEASE ANCHOR BARS - TO BE PLACED ON HIGHEST ('VY MIN. DIAMETER) EARTH PER TABLE I. APPROVED EQUAL. SIZE III- MAINLINE POINT. FIELD AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIRECTIONAL GHANGE OF q0°, REFER TO UNI-FLANGE SERIES =III= =III= = =III - Q cr TO MATCH MAINLINE. -III-III- - -III-III- CHART UNDER PIPE SIZE TO 3" AND UNDER BENDS a0 YOU WILL SEE THE DI5TANGE OF 11'. IF THERE I5 ANY 1300. Q `� -III-III III-III-III-III- ADJUST AS REQUIRED. III o JOINT (VALVE, BELL, ETC.) YOU MUST INSTALL A JOINT RESTRAINT WITHIN II' OF THE q0° MAINLINE r1 �, I-I III - -III-III- I I I_I I I LL - -III-III-III- DIRECTIONAL CHANGE. TRENCH SIDE - - N PIPE BENDS REDUCERS DEAD END a -III a PIPE PIPE III II-III SIZE 11 22 45 90 1 STEP 2 STEP STEP BLIND SERV. B. 111_III-11 II I 11_III-I11_I =_-II �` I _ a 111-I F E AIR RELIEF VALVE o o - - - - -III-I 1= a =1 I-III-III -I o I- NO. 12 COPPER FINDER =1 w Q 22" 1' 1' 2' 6' Iq' (6' o =III= d a -III= III WIRE. SEE SD-514 FOR o NOT TO SCALE 2 5" 1' 2' 4' q' 4' - - 23' 10' _ III d PRECAST BLOCK - d - -- SPLIGING e -III z z III-I I ` a a _ _ _ _ III-I I FOR GUT IN TEE -III-III ° - == PLU6 O 3" 2' 3' 6' I I' 8' I D' - 30' 15' III a a III -I 4" 2' 4' q' 20' 14' 20' 31' 45' 25' - _ - - - - - -° = AND VALVE OR = =IIII III=III- II III III I I II III CAST IN PLACE -III-III-III-III-III-III-III-III-III INSTALL FINISHED SURFACES 6 3 6 13 29 30 40 53 63 40 -III-III-III-III-III-III-III-I WITH 2 =1 =1 � PER PLANS. 8" 4' 8' IS 38' 33' 55' 63' -75' 70' DIAMETER MIN. FOR VERTICAL PIPE BENDS,GRAVITY III a -III= UJ 0 10" q' Iq' 45' 36' 56' 75' q6' q0' V-g REBAR THRUST BLOCKS MUST PROVIDE A III PLUG DETAIL W W 12" �_5�. 10, 21' 55' 38' 60' 83' 112' 110, MIN. VOLUME OF CONCRETE POURED - - AGAINST UNDISTURBED EARTH WHICH IS = ad a III= 1` FINISH GRADE VALVE ANCHOR DETAIL 51ZED FOR EXPECTED FORGES WITH A III- - -III INSTALLATIONCHART MINIMUM 1.5 FACTOR FOR SAFETY. III III III V TABLE 1: THRUST AREA FOR -III-III-III-I v J E o REFER TO THE FOLLOWING TABLE WHIGH LI5T5 THE NUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH HORIZONTAL BENDS ••• VERTICAL BEND DETAIL v N BOLT IN REFERENCE TO THE SIZE OF PIPE WHIGH 15 BEING RESTRAINED. 5 SOIL��N5� =_-XW FSF W W AS AN EXAMPLE, IF YOU HAVE A 3" PIPE, YOU WILL NEED 2 BOLTS THAT ARE 3/8 X 2.5" AND TIGHTEN V�KJNGT RAMN5= 150P5 NOTES: LL UJ cD LOCATOR TAPE THEM WITH A TORQUE WRENGH TO 20 FT-LBS. S�FEiY Ff�GTGR= I.S I. ANCHOR ALL VALVES CONNECTED TO P.V.G. PIPE AS SHOWN. Q N T PIPE N O. BOLT TORQUE CM l �EARff+ AFI=A 2.COVER EREBNG°E DURING CONSTRUCTION PqITH ION OF THRUST TO BLOCKS. FROM GONGRETE Q SIZE BOLTS SIZE FT-LBS. 3.SEE CHART FOR MIN. THRUST BLOCKS BEARING AREAS. � CONTACT TONY GARNER 0 (208) 631-1�87 THE SZE CR VALVE 1390- �p 8MM CR 4. ALL CONCRETE TO BE 250o P.S.I. STRENGTH POURED AGAINST UNDISTURBED � 1 6 AW6 SHIELDING WIRE 2" 2 3/8" x 2.5" 20 EARTH. ^ LEEMGO REPRESENTATIVE, FOR ALL QUESTIONS `J J N (SO ID BARE COPPER) 2.5" Ob 2 3/8" x 2.5" 20 CONCERNING LEEMGO PRODUCTS. COORDINATE AN 3 0.8 o.b o.3 5. PROVIDE 6 MIL. POPYPROPYLENE BETWEEN FITTINGS AND CONCRETE. 3" 2 3/8" x 2.5" 20 4 1 . 2.5 1.1 1.2 6. NOTIFY EN61NEER FOR ANY CONDITION OR PIPE SIZE NOT INDICATED. ALL W INSTALLATION CLINIC WITH TONY GARNER PRIOR TO 6 3.2 4.5 2.4 1•2 BLOCKS TO BE CENTERED AROUND PIPE SPRING LINE. D � LATERAL LINE 4" 2 I/2" x 3" 50 INSTALLING THE MAINLINE. 8 5.7 8.0 4.3 2.2 7. SEE I5PWG 5TANDARD DRAWING NO. 5D-403 FOR MORE INFORMATION. G tz 6" 2 12" x 3.5" 50 G 10 8.8 12.5 6.8 3.4 SAND OR ROCK FREE SOIL 8" 4 12" x 4" 50 12 12.E 15.0 q._7 5.0 v AROUND ALL PIPE 10" `� 5 8" x 5.5" IDD 14 I1.3 24.5 13.3 6.8 N _ 4 " 100 16 22.6 32 1-7.5 8.8 ♦ 1 18 28.6 40.5 21 A 11.2 W w v ® COMMON AREA MAINLINE . 45 a o x w O ® * MUST BE INCREASED BASED ON DIFFERENT CONDITIONS (HIGHER WORKING w ui�,�z N © TWO WIRE CONTROL WIRE IN " JOINT RESTRAINT NOTE PRESSURE OR LOWER 501L BEARING STRENGTH). �\� W m o p OR TEE ACTING AS A q0' BEND. z W "2 a SCHEDULE 40 CONDUIT ALONG �0 v o W? D Q 6THRUST BLOCK DEPTH TO BE A MINIMUM OF 12" FOR PIPE SIZES 3"-8" AND w z 1 Y�09 MAIN LINE NOT TO SCALE 18" FOR PIPE SIZES 10"-18" OR THE SQUARE ROOT OF THE REQUIRED COF �a a 4 W W Q BEARING AREA, WHIGHEVER 15 GREATER. C7 w o a 2 z m -III m�o�aom C III-III - �z>.W z = - - - PRESSURE IRRIGATION T H RUST BLOCK AND a W III- © I=III= MAINLINE - R O -III-III-III- -III- =III=III=III=III = - V NOT TO SCALE REVISIONS CIO -III III-III-I - III-III-III- -1 I-III-III-I -III ANCHOR DETAILS No. Date Description - I-III-III-III -III U - � -III-III-III-III-III-III-III-III- I FINISH GRADE GRADE LEVEL 1 1=III-III-III III III III III IIII-I' II II =I -I 11-I 1-1 III IIII-1 1- II II VALVE BOx NOTE: - - - - - - - - c i IIII III 3M ULG GONNEGTOR5 (SPLICE ALL RECTANGULAR HEAVY I. ROUTE CONTROL WIRE ALONG ALL PRESSURE IRRIGATION MAINS. = - WIRE PAIRS) DUTY PLASTIC, VALVE BOX > 2. LOCATE ALL WIRE SPLIGE5 IN 8" ROUND VALVE BOX WITH BLACK COVER AND III WITH LOGKING LID, AS PROJECT NO.: APPROXIMATELY 24" LENGTH COILED WIRE. USE 3M ULG CONNECTORS AND �� PREFORMED SUPER SERVISEAL J SPECIFIED 20021 B PREFORMED SUPER SERVISEAL WATERPROOF WIRE SPLICE KIT (SPLICE ALL WIRE WATERPROOF WIRE SPLICE KIT HYDROMETER AS SPEGIFIED DRAWN BY: Z > 3. CONTROL WIRES TO BE GROUNDED WITHIN EVERY 1,000 FEET AND ALL END OF RUN BRIGK PVG FLANGE CS O LOCATIONS. INSTALL 'HUNTER' IGO DECODER AND EARTH GROUND WITH LESS THAN o �'o'�o CHECKED BY: 10 OHMS RESISTANCE PER MANUFACTURES RECOMMENDATIONS. O O MAINLINE. 4. ALL ELEGTR16AL WORK TO MEET OR EXCEED N.E.G., STATE 6ODE5, LOCAL CODES, SIZE PER PLANS JB/MW U AND MANUFACTURER'S REGOMMENDATION5. DATE: N 5. PROVIDE AN ADDITIONAL 2" SLEEVE AT ALL PRESSURE IRRIGATION MAINLINE PE-Sq SHIELDED GABLE. LEAVE1. jpQoo PAVING BRIGK (I OF 4) 09/14/2021 o SLEEVE LOCATIONS FOR CONTROL WIRES. �o 0 24" SLACK WIRE ROLLED NEATLY a a a a a a a a a a a a a a N ,o 00 00 00 00 00 00 00 00 00 0 00 00 00 00 00 o� o� o� o �o �o �o �o �o ono O FILTER FABRIC BARRIERno � � SHEET NUMBER TRENCH SECTION I/2" CRUSHED GRAVEL CD C., 3 6 DEEP PEA GRAVEL T /� m Scale: I-I/2"= I'-O" WIRE SPLICE SUMP CONCRETE PAVER 7 NOT TO SCALE MASTER VALVE C6.05 gNOT TO SCALE cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC NAMPA & MERIDIAN ,,\°� E i IRRIGATION DISTRICT NOTES PRELIMINARY . I. THE NAMPA 4 MERIDIAN IRRIGATION DISTRICT SHALL NOT FOFR w INSPECT ALL GRAVITY IRRIGATION UNLESS A CONSTRUCTION ° K I / a PROPERLY EXECUTED AGREEMENT FOR INSPECTION F OF \VP IV AND MAINTENANCE IS IN EFFECT PRIOR TO THE q TT PRE-GONSTRUGTION MEETING. FORTY-EIGHT (48) Y B• W ❑ l N I l l l l W 3 HOURS ADVANCE NOTICE IS REQUIRED. 2. REFER TO NAMPA $ MERIDIAN IRRIGATION P15TRIGT "PRESSURE URBAN IRRIGATION SPECIFICATIONS" FOR M I ADDITIONAL INFORMATION AND REQUIREMENTS. o M ❑ � � � 11 0 GRAVITY IRRIGATION S `0 a) � m r� o � / �L E 7 C � N 1� 3 0 w L m � � c�oM � � w �� E ° cco� C7 � m � 13 m o .-2 m aocoN `o 0 IRRIGATION MH#8 , / LEGEND m.o m� 3 o c z Q) a Z U J W CJ J >> �L CWD � O PROPERTY LINE . _ ■ • - z GRAVITY IRRIGATION PIPE, N M o ♦ IRRIGATION] #9 L ♦ i SIZE AND LENGTH PER w PLANS 0 / w / � � IR PVC, PRESSURE /J \ ♦ / i ��% / 10 1 IRR16ATION PIPE ♦ �� PRECAST GONGRETE o IRRIGATION MH#10 / GRAVITY IRRIGATION MANHOLE ° CGONGRETE AST IN PLACE K °�6 / / � � IRRIGATION6BOX1� o Z ocd ---- / 6 7 -- --- �� 12 / CAUTION NOTICE Copyright c z All rights reserved Reproduction or use in any form ❑ ----- ----_ _____ _ _; �/ _ / $ \ � 6)c9/ or by any means without written permission of � +Op — 1 \ / _ c�S" / / / 4 9 THE CONTRACTOR I5 SPECIFICALLY CAUTIONED THAT THE Breckon Land Design,Inc.is unlawful and subject to 0 _ � O criminal prosecution. w ♦ IRRIGATION LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS w ♦ SHOWN ON THESE PLANS 15 BASED ON RECORDS OF THE / I VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, a MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION o 15 NOT TO BE RELIED ON AS BEING EXAGT OR COMPLETE. w / / 3 IRRIGATION MH#7 / � s / / / / / THE CONTRACTOR MUST GALL THE LOCAL UTILITY / LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY z o EXCAVATION TO REOUE5T EXACT FIELD LOCATIONS OF SD ��' / / THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE O SD / \ CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES O/ / / Z ♦ - 4 / \ / / / WHICH CONFL16T WITH THE PROPOSED IMPROVEMENTS O O _ SHOWN ON THE PLANS. LL 1 — > zN 00 o — / ° — GRAVITY IRRIGATION01 w O � , /, / � , / , CALLOUT oo N Lu I I 00 00NSTRUCT PRECAST 48" CONCRETE IRRIGATION Z) o MANHOLE WITH LID PER I5PWG 51 lI OR r n Q O O / APPROVED EQUAL. V, w z G < �° ° ° I / / \ / REUSE EXISTING IRRIGATION MANHOLE FOR CON I HOC ' / ,, i 2 > C� ® I � ° ° � I / / \ O � \ � / / / IRRIGATION MH #6 I O V INSTALL 12 ADS GRAVITY IRRIGATION PIPE. U PLANSM 2' OF COVER. LENGTH AND SLOPE PER Q 0 N O 4" PRESSURE IRRIGATION MAIN PER SHEET G6.01 0 2760 AND G6.02 INSTALL PUMP STATION AND NET WELL FOR PROPOSED PRESSURE IRRIGATION SYSTEM PER Q E F O NAMPA KUNA IRRIGATION DISTRICT 0 SPEGIFIGATION5 AND DETAILS 1 42/G-1.06 Q z 2-755 6 CONNECT TO EXISTING GRAVITY IRRIGATION LINE ` 7 INSTALL IRRIGATION BOX PER DETAIL 3/G7.05 r o Uj � ' 1 ' ' ' I o >70 o v M O CONSTRUCTION IRRIGATION POND PER DETAIL I, W W Tt 0 o N 244 ON SHEET G7.05. '? (D < E 2750 xO o 1 > ") M z z O O 31 LF OF 12" ADS DRAIN PIPE WITH GATE VALVE TO > N Z N > > z REMAIN CLOSED EXCEPT TO DRAIN THE POND. E 0 [- O LO - z LL ° < Ol + � U U w - 0 1O POND OVERFLOW PER DETAIL 8/G7.05 U (D W rr O N > > > � 00 Cl) !1 !1 M I ' I -0 2745 d U) E "' O0 o N � 11 POND INTAKE PIPE PER DETAIL 6S7/G7.05 W 0 �2 PENETRATION LL 2 z � z O � z O SEE DETAIL 2/G7.05 FOR POND LINER 0 0 � � � z Z JO W � �� O Z O Z /� _ 00 coc — W o < Q N > > W O O _ CO NW - W N O O °o OL � > > o 10 2740 Q > OO 0 OL CD O M N C/) O ) N Z 2z 0 � LL � 0' ILL ILL 1 N LLNON Z Oa OZ 0 z r Z Z Q Z Q IWOCO CO ONE O � f� L Def126.82LFOF12_ � o � IRRIGATION POND 0 � QN > > oo4 - z_ z_ oo (0Mz_ z_ 2735 ADS @ 504j CO N > MAX. WATER ELEV. - 2734.10-- - a l + ' 0 0 t- + ,, 0 ILL W d � Cal � � � C7 LLI 04 > > C9 LU > > OJ -� LL 0 (7 (ntY � > O dr YW1W 0) V U O O M �0yj~LLZH O yWG0C7J 118.50LFOF1 ❑ ol N i`" 12"ADS z NCWit7w?�� Q 2730 OzO _ � tL � NZ / �Qt7QfYWW O ' D0 (.0N NQ7V��W C U ; Q N VZ0w 2 z \ 0 (D U) � O m 2725 —� REVISIONS 52.37 LF OF 12"ADS @ 0.50% —_ No. Date Description W 160.39 LF OF 12"ADS @ 0.50% U 23.23 LF OF 12"ADS @ 0.50% 1 2720 38.10 LF OF 12"ADS @ 0.50% CIO Ir PROJECT NO.: 20021 B DRAWN BY: z A) 2715 > CS O �� CHECKED BY: go mm mm rmmNN fm m c�v� cry c�v JB/MW U r r r r t- r r N N NN NN NN NN Nry NN NN NN NN NN N N DATE: 0 09/14/2021 0 0+25 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+20 1 O N SHEET NUMBER CD o T A GRAVITY IRRIGATION PLAN .z C7.01 0 30 O 30 60 GO r iO SCALE: I"= 50'-0" Vl 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC E EN \STE i PRELIMINARY j NOT FOR w CONSTRUCTION F o f NT qRy B. wP� Z \ \\ \ co —- \ f0c) \ (� I V 1 F M N o \ \ \ \ 1 \ I g GRAVITY IRRIGATION _ N O CO C a CU 3 O w \\ IRRIGATION MH#6 I a IbD t \\ \ \ +�`� I LEGEND --0 o ru.�� 3coN o � o \ \ \ I w m.4 L m W 3 o Z U J W (, J L Co (° • • • • • • � W W W C7 � PROPERTY LINE . _ ■ • \ 1 J 2 Z \ \ \ IRRIGATION MH#1 I 1� I GRAVITY IRRIGATION PIPE, o C2 I SIZE AND LENGTH PER Cf)C/) \ I PLANS m o PVC, PRESSURE N \ \ A \ 01� I I IR IRRIGATION PIPE o PRECAST CONCRETE ♦ \ \ f j O\ \ I I / I + I GRAVITY IRRIGATION ♦ \ \ \ I I MANHOLE CAST IN PLACE \ 7x�o IRRIGATION MH#3 I 3 CONCRETE GRAVITY o IRRIGATION BOX IRRIGATION MH#2— — — — — -_ I � — — — — \/ , � , o \ 3 ' IRRIGATION MH#4 /� ♦ \ \ \ IR 24 IR ° 'IR - +00 IR 4+00- IR rT Ti- LLI cd ♦ \ \ \ w \ \ � /�\ \�� \ \\ � ♦ I i N � ♦ IRRIGATION MH#5 � , Copyright©2021 z ♦ \ \ I CAUTION NOTICE g p y All ri by reserved. Re reduction or use in i n form ❑ or by any means without written permission of � Bracken Land Design,Inc.is unlawful and subject to 0 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE criminal prosecution. \ / LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS w J \ w \ /8"SS 8"SS 8"S `" S SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE o \ \ I / VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, a o \ \ \ I I Cp - p i MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION l C\ - I 15 NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. 2" 12" W; VAS THE CONTRACTOR MUST GALL THE LOCAL UTILITY a LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY z o EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF \ \ \ THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE a I I \\ \ I I I I CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES0 o WHIGH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. N co /^' I _ / z A O / a z GRAVITY IRRIGATION w01 I � � � CALLOUT yCOoO N Lu � N MANHOLE WITH LID PER 15PVIG 5D-611 OR IGATION O w APPROVED EQUAL. v' (0 W Z 2 REUSE EXISTING >IRRIGATION MANHOLE FOR CO 0 W IRRIGATION MH #6 O INSTALL 12" ADS GRAVITY IRRIGATION PIPE. U 0 � N O MINIMUM 2' OF COVER. LENGTH AND SLOPE PER Q Cc < N O 4" PRESSURE IRRIGATION MAIN PER SHEET 06.01 0 AND G6.02 INSTALL PUMP STATION AND WET WELL FOR W E 2760 - PROPOSED PRESSURE IRRIGATION 5Y5TEM PER F � O NAMPA KUNA IRRIGATION DISTRICT o SPECIFICATIONS AND DETAILS I$2/G7.06 Q z w � z CONNECT TO EXISTING GRAVITY IRRIGATION LINE 2755 z 7 INSTALL IRRIGATION BOX PER DETAIL 3/G7.05 r o 70 Q O WWQ (DCONSTRUCTION IRRIGATION POND PER DETAIL I, 10� 5; 2 z z 284 ON SHEET G7.05. w co z o o M z O 31 LF OF 12" ADS DRAIN PIPE WITH GATE VALVE TO N 2750 o N o � ° z z REMAIN GL05ED EXCEPT TO DRAIN THE POND. v E v w o Z _ 0 N ~ 1O POND OVERFLOW PER DETAIL 8/G7.05 r (� M Z Q 0 O o 0 O z 0 L rn POND INTAKE PIPE PER DETAIL 647/G-I.05 w C� a U o � > Z = r 0 > > N N N I ' 10 wo � � U ° � � � z ? _ � N � � � � o � w � � `� L� 0 0 + U U 0 o N r` v M N (i� '"' o o `' C7 O 12 SEE PENETRATION/G7.05 FOR POND LINER 2745 Z Q' N IL Q O N > > Z 0 M W N � W N H O Z O O Z W Q [Z [L Z = M > > LL N H 2 co O � CO O O OfnH � (V E � H2 - - OUN � Z Z = 0 O Z O M O M N CO M ~ � + U U o� M O = N � O = w N H W LL N Q_. U (n tY N N H 0 — — = Z Z U V O M LL � LL � M N O O Nd d OHCOZ Z O ~ DMZ Z LL N H � _ (p � Z 0 0 = O � Z Z) F- _ r` 0 + r U U 2 Z M > > rn > H � = CV HD + �U U Q MN > > 0 U 0 tZ (n �' Q N N > > pHQtr Q = � Z O O (� NH � MH Nw `°oo +2740 RLJ < ` zC, �w � N >Z) n Q � � O > Z Of � (n w� ZN W 7 > > d d Z) (n C) Z) U) CD W � � Z) (nQ � U -755 2 116.26 LF OF 12"ADS @ 1.30% oo°� oW ® 10.17 LF OF 12"ADS @ 0.25% 135.04 LF OF 12"ADS @ 2 38% 3 p y IL W 0 n O 5 y 1:13 0 142.39 LF OF 12"ADS 0.25% _ o ' vJ z W C:ag 0 z @ 88.56LFOF12"ADS@0.25/o C7 �QC7000WW NOnQ2zWz 7 2730 COF W L D— C U 38.00 LF OF 12"ADS @ 1.00% 9.20 LF OF 12"ADS @ 0.25% v Z>-w 'W m � 2725 REVISIONS No. Date Description Q U D cn 2720 Ir PROJECT NO.: — r —m 20021 VJ B r rmmm rm rr r rm-m DRAWN BY: z N N CV NN (VN Nry NN (V cV NN �N �N CS 0 CHECKED BY: -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50 JB/M W U CID DATE: 0 09/14/2021 0 N Q 04 CD CD A � ■z GRAVITY IRRIGATION PLAN SHEET NUMBER 30 0 30 60 GO C7.02 0 SCALE: I"= 30'-0" r cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC �ER FINISH ELEVATION \ TYPE 2 NON WOVEN FILTER FABRIC �� \ � � (ISPWG SEGTIDN 2050) 18 24 PRELIMINARY \ \ \ \ 12" PERFORATED ADS PIPE NOT FO R PUMP HOUSE CONSTRUCTION r U 2" WASHED DRAIN ROCK N151 /i / \\ \\/ %\\/\\/\\ \\/\\/\\/\\/\\/ /\ WELD LINER SEAMS INTO ANGHOR TRENCH AT A MIN. OF 12" o o�o�o o�o o O o PUMP INTAKE \ \ \ \ \ \ \ \ \ \ \ \ O O O O WATER LEVEL -5EE 5ECTION o o o 0 0 o E M a) o 25.1 a,� cc: o N BOTTOM OF a) �, 66' co W o cc) POND cm L.E � C_ -6 N I� 3: 0 w /\//\ \//\// I /\\/\ \ L E �M ®/ cb oNa m a co Um Ill sZ`o C.)Lu L//\oo 3 LL aa o POND LINER- SEE 5PEGIFIGATION5 SECTION DETAIL//\// os cu SLOPE GRADES � MAY III III � o BAGKF I LL (LOADER WHEEL ��'EN • - • • NOTE. GOMPAGTED) � 7 INTAKE CROSS SECTION w SEE DETAILS, THI5 SHEET FOR ADDITIONAL INFORMATION REGARDING POND SIDE SLOPES, LINER WELD, LINER PROFILES AND PIPE PENETRATION. m o POND LINER = z 1 NOT TO SGALE I M GAP FOR 18" STEEL PIPE \ WATER 5URFAGE m ELEV = 2734.10 0 \ 0 \ BOLT OR WELD PIPE TOGETHER. �( ADHESIVE WELD PER UDR DITCH ENSURE 3" OF GLEARANGE ON ALL ° NOTE: O OR PENETRATION O 5 B MANUFAGTURER'5 5PEGIFIGATION5 spo \ SIDES 1 w GUT UNDERSIZED SO THAT 5TRETGHED LINER FORMS A01 I" FLANGE OVER THE PIPE STAINLESS STEEL CLAMP Fd \ _ 12" SGHEDULE 40 STEEL PIPE I I PER MANUFAGTURER'S SPEGIFIGATION \ �I 18" SGHEDULE 40 STEEL PIPE \ N z INFLOW / OUTFLOW PIPE (TYP) Copyright©2021 \ Z All rights reserved, Reproduction or use in any form ❑ LINER MEMBRANE or by any means without written permission of 2b BOOT TUBE \ Breckon Land Design.Inc.is unlawful and subject to 0 2 \ \ criminal prosecution. it J w a LINER MEMBRANE EXISTING CONDITIONS BOOT APRON (ROLL AS REQ'D) 5 NOT TO SCALE a LINER W MEMBRANE O POND LINER PENETRATION 2 NOT TO SCALE v ) LL H r w NO REBAR HANDLE RIP RAP FOR WEIR 2" WASHED DRAIN ROGK ADJUSTMENTS 2' X 2' GONGRETE BASE OO Q Q o WELD REBAR HANDLE 12" OPENING TYPE 2 NON WOVEN FILTER FABRIC (ISPWG TO GIPOLETTI WEIR. SEGTIDN 2050) I' MIN OVERLAP AT SEAMS W SIZED FOR UJ PRECAST CONCRETE o ` V N 6.. 12" ADS PIPE BOX WITH 6 THIGK o �O� 12 PERFORATED ADS PIPE z i� 42.73 TOP OF BOX WALLS AND FLOOR o Q a A. No. 4 BARS a 12" O.G. GAP 1 ' ' w EAGH WAY. INSTALL W G Q STEEL GIPOLETTI _ a ° WEIR ATTACHED TO a s ° 5/4 #q EXPANDED o 0 0 0 0 0 0 0 0 0 0 0 o a N 2x6 WEIR BOARD. s METAL LID WITH I/2" X ° a a w M > z 44 0 4 4" ANCHOR BOLTS AT �lJ O O 3' CORNERS. 25.1 a I ( 1 41.S2 a BOTTOM ° 2'�� UPSTREAM OF POND INSTALL 4 LBS/SF 0 4 _ 4 WATER 5URFAGE 4 , EXPANDED STEEL TOP. - `�' ° WELD 2"X�" FLAT BAR o ° TOP OF WEIR 4 STEEL AROUND III III III III III III III III i i lI '- - ♦ R PERIMETER. INSTALL " 10' MIN. PIPEOTO WETD SEE NOTE I WELL z V m a 4 a 55 ANGHOR BOLTS WITH E a 4" MIN. EMBEDMENT ON w Q - F 40.15 ° ALL CORNERS (TYP. 4) o DOWNSTREAM a POND O V E R F L O W z WATER 5URFAGE 8 STEEL GIPOLETTI WEIR LAKE INTAKE 38.63 4' 6 4 BOTTOM OF BOX c o 4' 12" OPENING SIZED FOR ' 1 � W 7 EXISTING 12" PVC PIPE W L Cf)E NOTES: 0 > E 0 I. GONTRAGTOR SHALL MATCH TOP OF PROPOSED WEIR TO TOP OF EXISTING WEIR. c, v W _� IRRIGATION BOX #1 DETAIL LL — o � NOT TO SCALE Q f n AERATING FOUNTAIN "OTTERBINE-BAREBO, ING." FOUNTAIN TO BE INSTALLED 4 ANCHORED PER MANUFAGTURERS 7 RECOMMENDATIONS. POWER SOURCE (TRANSFORMER) PROVIDED NEXT TO Z > PUMP STATION. GONTRAGTORS ARE TO PROVIDE ALL ELEGTRIGAL W D Q GOMPONENTS REQUIRED TO OPERATE AERATING FOUNTAIN INGLUDING, NOT LIMITED TO; PANEL CONTROLS, BREAKER ENCLOSURE, 0I5GONNE6T, WIRING, G RIGID STEEL CONDUIT, OUTLETS AND TIME GLOGK TO CONTROL FOUNTAINS G OPERATION. ALL ENCLOSURES TO BE LOGKABLE AND WATERPROOF. ALL WORK TO COMPLY PER LOCAL AND NATIONAL ELEGTRIGAL GODE5 AND ` N REQUIREMENTS. COORDINATE WITH ELEGTRIGAL. a c= V ® PLACE 6" RIVER GOBBLE ON ALL 0 O o w- SLOPES AROUND THE ENTIRE POND y w W p�O z~ J O 2737 PERIMETER. 5ET ROCK IN 12" 501L TO PREVENT 5LIDIN6. 2737 \� m oZ 0. ° 2736 2736 / - LL 0 f ON POND / Z HY�� 2735 MAX. WATER FI FV — 973410 a�' a oe w w m�o�aom C 2734 ------ -__CID ---- -----� 2734 a?�W 2735 2733 - ADD FILL FROM POND -' --� 2733 O o, �� EXCAVATION. PLAGE FILL IN 4 '-'/ 2732 REVISIONS 2732 �� UNIFORM LAYERS NOT TO F --��'� No. Date Description CID 2731 EXCEED 12" IN DEPTH AND O 2731 ( , n POND LINER ANCHOR TRENCH GOMPAGT TO g536 OF 2730 v Q 2730 PLAGE 6" RIVER U '�� __ MAXIMUM DRY DENSITY, �--��' 2829 FIRST 3 VERTIGAL FEET ® 4:1 �� ASTM bq8. GOBBLE ON 2 --- 2829 cn 2728 SLOPE. BALANCE o 2:1 SLOPE. ` �` BOTTOM OF PG"'^. 1 ��•� 2728 Ir 2727 `•� �: 2727 PROJECT NO.: 2726 PVC, LINERS � FABRIG - SEE 2726 20021 (n DETAILS THIS SHEET. B 2725 BOTTOM OF POND ELEV. - 2725.1 �. 2725 DRAWN BY: z A) > 2724 -------------------------------------------------------- 2724 CS O 2723 2723 CHECKED BY: 2722 POND INTAKE 2722 JB/MW U `n DATE: CD N 4 POND CROSS SECTION 09/14/2021 N SHEET NUMBER o T A N C7.05 0CID 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING L FN \STER Cti i PRELIMINARY NOT FOR W CONSTRUCTION F OF \U` z 0 0 0 'CRY g W W FLOW z 8" INTAKE it PIPING M O a w o iniu o o v O N u] a aW - W OW .+ i •U Co IO O C O r� 01 L E 7 Ol IN II' �j O W o W W Qfj E W ,q 0a6 C7 � W W (n.� L �d WON z C O FLOW mC`4 r- r a -0 of C o m.O1 C 3 N c � z UJW C'J� J 3 Co CWp O • • • • • • u-a to CCD,, LL a. z 0 W L W } o a o m W A—A FRONT OF ENCLOSURE4( — r'+Z.O G l.i V 5-0" INSIDE o DIAMETER PREGA5T CONCRETE MANHOLE WET WELL 9 z o e O K ACCESS COVER , U W I I 0 H W W z IRRIGATION PUMP STATION AND WET WELL PLAN Copyright©2021 1 NTS All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to O J criminal prosecution. ¢ W w K Q z 0 0 w z z w O z PUMP STATION PER PREG151ON Vr n PUMPING SY5TEM5 , H C) _J W w - w Q 0 STATION W D 15GHARGE ISOLATION VALVE W10 °o° N L1J z B �n C) W 0 o V, Q 1/4" DIAMOND PLATE STEEL OLT ® ® e 0 3" q0° BEND �+♦ M G TO CONCRETE BOX `'J 4" THICK CAST IN UJ CC) O p PLACE CONCRETEB O o � � SLA o O o o O Q N — — — a e. e e A . a A 3" D.I. PIPE SPOOL _ O TOP OF a a e e—_ _—_ :�i CONCRETE III=IIIIII=III —III=III=III=III=III=III=III=III- SLAB III III III III I III—III--III=III=III=III=III=III 1 o W F 1—III—III—III—III 3" q0 BEND WITH THRUST BLOCK =1 =1 I I=1 =1 I I=1 a I1 11I I1 I II I1 I II I1 I II 1= — z Ir z III—III—III—III—III—III—III—III—I 4 PRESSURE IRRIGATION PIPE TO =III=III=III=III _ _ _ _ _ _ _ _ Ir =IIIIIIIIIIII1 4 9 II—III—III—III—III—III—III—III—III- SYSTEM O 1=III=III=III=III III=IIIIIIIIIIIIIIIIII=III- FLU - -III—III—III—III—I 44 IIIIIIIIIIIIIIIIIIIIIII—III- 1=III=III=III=III ° III=III—III=III—III=III=III=III— W W =III=III=III=III=1 II-III=1I1=III=III=III=1I1=III-III Q � 1=III=III=III=III IIIIIIIIIIIIIIIIIIIII=III= > > _ 4 11=III=III=III=III=III=III=III-III -I _—I 11—_I —_III—I 4 I I I=1 1=1 11=1 1=1 11=1 1=1 11=1 1= EIIIIIIIII=III ° _ _ _ _ _ _ Q d I 1I 1 1 I 1I 1 1 a =1 1=1 1=1 1=1 11=1 1=1 1=� I—III—III—III=III a III=III=III=III=III=III=III=III= W III=III=III=III=1 11IIIIIIIIIIIIIIIIIIIII1 LL — Z 1=111=1 11=1111 I I 4 I I I=1 —I 11=1 —I 11=1 —I 11=1 1= =1 =1 I I=1 =1 I I=1 =1 11=1I 1=1 11=1I 1=1 11=1I 1=1 11= Q 1=III=III=III=III a III—IIIIIIIIIIIIIIIIIIII = =1 I I=1 I I=1 I I=1 I I=1 4 z I IIIIIIIIIIIIIIIIIII—III- 1=III=III=III=11I 4 II I I=II I=III=1I1=1I1=1I1=1I =I I I=1 I M= =I I I=1 I I—III—III—III—III—III—III—I W I—I I I—I I I—I I I—I I 1= IIIIII1 IIII1 I IIII1 _III—III—III—III—I 4 4 11IIIIIIIIIIIIIIII I I I � IIIIIIIII—III III—III—III—III—III—I I -IIIIIIIIIIIII 4IIIIIIIIIIIIIIII >W W p U 4 4 Q�° W N I—III—III—I I—I I I 4 I IIIIIIIIIIIIIII—III y W o 0: 0 I IIIIIIIIIIIII—III— r l\ W m Q° 25.0 III—III—III—III—III y Z W 0 _ z f-Ytx� C7000WW a FLOW 12 INTAKE _ °z — — 4 PIPE INV. I—III—III—III—I I Q W Z —III—III—III—I I , 1111� � �1111;,111�,1111 , Q_}W c SEE INTAKE DETAIL =III=III=III=III=1 J Z°x 1= =111= =1 I I I SCREEN FLUSH LINE FROM O STATION TO SCREEN BY CONTRACTOR �_ =1 I=III=1 =III=1 4 4 REVISIONS F_ N No. Date Description —III—III—III—III 4 U —I —III—I 4 FLON _ III—III 4 Z 24.5 CD 111 a 12" DRAIN a) N PIPE INV. 24.0 PROJECT NO.: a BOTTOM OF WET WELL 20021 4 4 a� 4 DRAWN BY: z L SELF-FLUSHING INTAKE SCREEN WFOOT VALVE - SHIPPED LOOSE CHECKED BY: O PRECAST CONCRETE WETWELL 5HALL JB/MW U co BEAR ON COMPACTED NATIVE DATE: cV MATERIAL OR COMPACTED 3/4" CRUSHED AGGREGATE TO PREVENT 09/14/2021 a SETTLEMENT ISSUES. Q oSHEET NUMBER CD A IRRIGATION PUMP STATION AND WET WELL - SECTION A - A T `0 2 NTS C7.06 0 L Cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING I Q >J oo� P q 7 T Z 4,9 6R�C o � Q - - - - - - - - - -E. QUARTZ CREEK ST `= - - w - - - - - - - - - - - - - ------ - 169 w I o_ PROJECT INFORMATION LA \J a _ _ _ I U) _•i Y - - TOTAL SITE AREA 1,255,017 S.F. (28.35 AGRE5). 7/30/202 w w w ��`� I A �o��Q qN o ! o BUILDING SETBACKS: �------- --1 duo OO U FRONT: 20' MINIMUM o I I I I I I I I I J I BAGK: 15 z 51 DE: 5 0 a co / \ TOTAL NUMBER OF TREES PROVIDED: 224 M U TOTAL NUMBER OF TREE SPECIES: II ho o N o Olu C0 .5 1.2 C L > ,a S SD s __ _ E. JARVIS ST „ � � m \ CITY OF MERIDIAN S --- w _ _ 'R L r • �L E a cu 3 -- x - SF✓� - I LANDSCAPE REQUIREMENTS 0 0 Cb o w m .� L '+' a °�' coN oU o S. MERIDIAN ROAD BUFFER " � w " 5 0 3 o a- Lo ° (Cp O L L (Cp 3 jX 0 w L Z 'I I I Requirements: LENGTH TREES REOV TREES PROVIDED - ■ • / m / 1 TREE PER 55 L.F. 688 L.F. 20 41 CD AND SHRUBS, TURF, WIDTH w OR 6ROUNDGOVER 35 BUFFER Ii! R I E. QUARTZ CREEK STREET BUFFER ° rY - Re uirements LENGTH TREES REQ'D TREES PROVID ED a,Z UI I / / / _ _ 1 I TREE PER 35 L.F. 1,438 L.F. 41 41 0 Q j I I AND SHRUBS, TURF, WIDTH 0 j OR GROUNDCOVER 20' BUFFER o Iw Q o _ - I OPEN SPACE LANDSCAPE �� gi / REQUIREMENTS FROM UDC, II-36-3E: 0 I'< / r ® TOTAL AREA: 1,255,017 S.F. (28.55 ACRES) ° QUALIFIED OPEN SPACE REQUIRED: 10% = 125,502 S.F. (2.84 AC) 1 Z I w TOTAL 5QUARE FOOTAGE COMMON OPEN 5PAGE PROVIDED: 'I 23.33% = 288,174 (6.62 AGRE5) o iR Sp SD I TOTAL SQUARE FOOTAGE QUALIFIED OPEN SPACE PROVIDED: N IIII / SD gp I 14.27Y = 176,267 (4.05 ACRES) w z w ONE DECIDUOUS SHADE TREE PER 8,000 S.F OF OPEN SPACE Copyright©2021 All rights reserved, Reproduction or use in any form o REQUIRED: 36 (288,174 S.F. COMMON OPEN SPACE) or by any means without written permission of mi IIII OPEN SPACE DECIDUOUS SHADE TREES PROVIDED: 36 Breckon Land Design.Inc.is unlawful and subject to 0 ,J IIII criminal prosecution. w NOTE: TREES IN LOCAL PARKWAYS ARE TO COUNT TOWARDS w IIII / TREE MITIGATION AND OPEN SPACE REQUIREMENT5. SEE 0 hll III N I MITIGATION NOTES ON SHEET LLG. o o o o ® PARKWAY LANDSCAPE QUALIFIED O.S. PRAIRIE VIEW LANE E. P ` z Re uirements: LENGTH TREES REQ'D TREES PROVIDED z E. SHAPER VIEW DRIVE o o 1 TREE PER 35 L.F. I,lg5 L.F. 53 53 O w z NOTE: PARKWAYS ALONG QUARTZ GREEK STREET, CRYSTAL o GREEK WAY, AND PREVAIL_ WAY COUNT TOWARDS QUALIFIED N OPEN 5PAGE NUMBERS, THUS I TREE PER 35 LINEAL FEET IS (� LL PROPOSED. _ PATHWAY LANDSCAPING > W z Requirements: ENGTH TREES REQ'D TREES PROVIDED Q z Q 0 01 I TREE PER 100 L.F. -752 L.F. 8 8 m W � > w MITIGATION LANDSCAPING (V � � w SEE MITIGATION NOTES ON SHEET Ll.g. o CD � W W ° 4-Q \ ! AMENITIES co I W Q O 0 Requirements: AREA AMENITIES AMENITIES _ I I AMENITY PER 28.35 ACRES REQ'D PROVIDED U � U I 20 AGRE5. I 3 I FENCING REQUIREMENTS Q - N GOLLEGTOR STREET AND 2,540 L.F. 6-O" PRIVAGY FENGE ., 0 ENTRYWAY BUFFER a COMMON OPEN SPAGE LOTS 6-0" OPEN-VISION AND EXISTING WATERAY 6,522 L.F. W FENCE F o I NOTE: STREET LENGTH DOES NOT INCLUDE VISION TRIANGLES. W W QJ 0 U � ° WW Q 14 E U 41' LL1 W Z T OVERALL LANDSCAPE PLAN > -0 N Ioo o 100 200 300 O l LL J a� 4i �^ 6' TALL 50L I D ■ Q SCALE: IOo'-o" � � N� EGOSTONE SIMTEK NOTE: THE BERM AND WALL NOISE ABATEMENT BUFFER WILL BE IN COMPLIANCE WITH ALL OF THE �c�;.. FENCE/WALL OF GRAY , ° STANDARDS LISTED IN UDG II-3H-4D. 1 y GRANITE COLOR. LANDSCAPE NOTES. -�.� roz I. THE BERM/WALL WILL BE APPROXIMATELY PARALLEL TO THE STATE HIGHWAY. I. CONTRACTOR SHALL REPORT TO LANDSGAPE ARGHITEGT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING 2. THE TOP OF THE BERM OR BERM AND WALL IN COMBINATION WILL BE A MINIMUM OF TEN (10) , �,9_ ��! ;�� W p WORK. rY a Q 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARGHITEGT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF 51MILAR 51ZE AND FEET) HIGHER THAN THE ELEVATION AT THE CENTERLINE OF THE STATE HIGHWAY. `" u ;� GHARAGTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS GAN NOT BE OBTAINED. A 5. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. 3. THE WALL PROPOSED WILL BE THE PRODUCT: GRAY GRANITE COLORED EGOSTONE WALL BY 4. GOORDINATE WORK SGHEDULE AND OBSERVATIONS WITH LANDSCAPE ARGHITEGT PRIOR TO GONSTRUGTION START-UP. 51MTEK. MATERIAL PROPOSED WILL BE OF APPROPRIATE SOUND ATTENUATING MATERIAL. cv O I �,;,ri 0 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. lyI ��`y - �, Sn. 9 a 10= w 0 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERIGAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND 4. THE WALL WILLL BE STAGGERED EVERY THREE HUNDRED (300) LINEAR FEET MINIMUM, AND �� a ; y _ 1 Q Q PROPOSED N W�,.Z i= HEALTHY CONDITION. SUBJECT TO SUBSECTION (0)(3)B OF UPC I I-3H-4D, THAT PROHIBITS BREAKS IN THE WALL, �c �' 'Zik=may% ' i�r�� I r w c m o�- O �.I � I'� RESIDENTIAL � `� Wm o o� m 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. EXCEPT AT THE MCBIRNEY CANAL, IN WHICH THE IRRIGATION DISTRICT WILL NOT ALLOW ��',i " � I � F 0 PROPERTY z_W�"z m~ e' v>1 Z Cl t7 W-WO 0 0 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF (2" MINUS) GRUSHED BASALT ROCK MULCH. SUBMIT SAMPLE FOR APPROVAL. GON5TRUGTION OR ALTERATION. LANDSGAPE BERM ^ ' gip'„ 9 r,l / y -C g. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL - SLOPE VARIES / / �- M / 0°>c>a o m No 42zm Cf) FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO G05T TO THE OWNER. - W J a n u M W z C Cl 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFAGE5 AND ENSURE POSITIVE DRAINAGE IN AGGORDANGE WITH THE 51TE GRADING PLAN. PLANTER BED °-II °-III-Iu III-Iu-III- m 2:I MAXIMUM 4 z o W 2 U o I -III-III-III-III-III-III-III-III-III -III-III-III-III-III- SLOPE C- 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 5QUARE FEET. ROTO-TILL ORGANIG MATTER A MINIMUM OF GUT EDGE -III-III-III-III- -III-III-III-III- O > -- LANDSGAPE BERM (6 INCHES INTO TOPSOIL. u-III-1 u-III-1 u= =111-III-1 a-I 1-1 I- a°'i 12. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. 10' CONCRETE SIDEWALK TO -I -III 1„-I -III-III-III-I REviSiONS 15. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, COMPACT, AND FINE GRADE I MATCH MERIDIAN ROAD w -III-I11-1u-I11- No. Date Description C) TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJAGENT SURFAGE5 OF PLANTER BED AREAS, 1-1/2" BELOW ADJAGENT SURFACES OF TURF SOD AREA5, AND I" BORROW DITCH -lu-I11 '�F °D -III-III- U < BELOW ADJACENT 5URFAGE5 OF TURF SEED AREAS. MERIDIAN ROAD CENTERLINE ELEVATION III-III-III-III-III-I��- -III-I -I I-III-III-III-I I I- ° TI-III-III-I11= -III-III-III-III-III-III-III-III-III-III 14. REUSE EXISTING TOPSOIL 5TOGKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFIGIENT. VERIFY SUITABILITY AND GONDITION OF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - _ - _ - _ - _ _ - _ - _ - _ - _ MERIDIAN ROAD - II _ _ _ - - _ _ _ _ - - I � I � I � I � I � I � I � I II II II II II II II II II II II II II II II II II II �l-lu= I11 lu I1�lu I11 � TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, I i i i i i i i i i i i i i i i i i i I i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i I I I I I i it it it it it it it it it it it it it it it it it a ,� CENTERLINE ELEVATION FRIABLE, SANDY LOAM, GLEAN AND FREE OF TOXIC, MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO = = = = = _ = = = - - = = U n I I I I I = = - = _ _ - - - - - - - - - - Ir 7.0. IF ON51TE TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, GONTRAGTOR 15 RESPONSIBLE TO EITHER: IO' LANDSGAPE STRIP PROJECT NO.: A) PROVIDE APPROVED IMPORTED TOPSOIL, OR �^ 20021 V J B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARGHITEGT. z B 15. IF IMPORTED TOPSOIL FROM OFF-SITE 50URGES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY DRAWN BY: LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LAR6ER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER CS HARMFUL TO PLANT GROWTH. 10'-0" 15'-0" O A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL GHARAGTERISTIG5 TO THOSE FOUND ON THE PROJEGT SITE. OBTAIN TOPSOIL ONLY CHECKED BY: U FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. 12'-6" 10'-0" JB/MW U CS) B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, AND GENERAL TEXTURE BY A REG06NIZED COMMERCIAL OR GOVERNMENT AGENCY DATE: AND GOPIE5 OF THE TESTING A6ENGY'5 FINDING5 AND RE60MMENDATION5 SHALL BE FURN15HED TO THE OWNER'5 REPRESENTATIVE BY THE CONTRACTOR. NO TOP501L o SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. AGIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6. 09/14/2021 C* 16. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. lo 22 -6 25 -0 O 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" GLEAR ZONE OF ALL A.G.H.D. STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. TREES SHALL NOT BE PLANTED WITHIN � 5-0 OF AN A.G.H.D. SIDEWALK. SHEET NUMBER cli o 15. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIE5 MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING THE GONSTRUGTION AND INSTALLATION OF ' - ' - T THE LANDSGAPE IRRIGATION SYSTEM. Ig. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARGHITEGT IMMEDIATELY. BERM ADJACENT TO MERIDIAN ROAD L1.00 0 r cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING OF Al TZ 6RFo'5o O 1 �,AlA LA-16536 o 10 OCIC u Z 6 5 5 5AR AD + t ✓ + t + + + + t t t + + + + t t t Q t t�t + t + t + t t t + t t +( t + t + t + +1 t t + t t t + �t t t t + J t + + + t t t t t t t + t t t + it t t t + �+ t t t p o r Q o � U � N a co I + 8 t + + + t + + + t + + + + + t + + + ° a co N ° o / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \+ + + + + + + + + + + + + �F\+ + ° � LE E .m � r �M r w 5 I + 5 + + + + + + + + + + + + + +Q + + + + + + + + + + + +( \F + + + + + + + + + + ( \ + + + + + (\ + + + + + + + + + +( � + + ( + + + + + + + + + + + + + + + + + + + + + + + � a �; E � co CD :2m QNp 'NF 6 MA + + + + + + + + + + + _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + -�+ + +_ + + + + + + + + + + + + + + + + + + + + + + + + + + -+-+- +- + + + + + + + + + + + + Q�b c� ° Y G r Y SJ PA + R+ R I I Lu m .4L mW - O Z + + + + + + + + + t 1 2 U J W U = J L (WO (LO + 1 + + + + + + + + + PA MS 7 7 3 I 1 3 I 3 1 _ I+ I It + PA + + + + + + + + + + + PG GH PM G PM GD GH GG ( GD I GG , GD I EA _ ■ 3 \ 2 + +Q+ MA EA MA 7 VB GH 6 PM I Z L I PM 5 +� + + �� 6 PA PM EA MA GG Z w EA ' �I GH G� +OQ+++�j+ Q+� ++j� 51 5 PM I +( LT +moo + +, 5 GH n" (� EA + + , ++ + + 4+t + ��+`�+ OF t. +v Q o 0 ' + 5 _im+ r J J13 + , . EA + 0+ +p +�+ +t' 3 o 6 I � +b+�+ + +I wow \ I MI I*I+PA PG �0+ C+ + ® I O7 I © I O I ® I O I O2 I O1 W W Q 2 = Z 5 +� I I I I I I I Cn CO o K Iw + �+ + VB + + + + + + + + + + W W g z � + + + + + + + + + + + + + I LU \ I +I \ + + + + + + PM 5 + + + + I 1 U W TART 3 `t + + + + + G}{ 3 3 a z � z o 5 PM PA +++++\� I I I I I I I = = w fl I 3 START U �U GH + LT 5 6 \+++++ I I I I I 8 I 3 I Q ~Q Copyright©2021 Z 3'-0„ I EA PM + + + AD All rights reserved Reproduction or use in any form ° >, + * IIII \ + + + + + + + + or by any means without written permission of mi 2 —6 6 + + + + + t t!,,F + Breckon Land Design.Inc.is unlawful and subject to 0 J I f + + + t i t criminal prosecution w 3 21 8 + t / + + t + + + + + �= + + + + t + + + + t + + + t t + + + + t � + + t t + + + + t + t t + + + + t t + �-.,F �� + +{ + + + t + + + + + + t + + 1+ + t PM GH 6 IIII 1 � END 3 + +1 W8„ W8„ W WB W8„ W8„ W12" �12" ° III V + I ++� SD SD S SD SD SD SD SD SD SD SD SD SD SD w + PA I + + + + PG + 8"SS 8"SS 8"SS 8" 8"SS 8"SS 8"SS "SAS SS 8"S O I++ $ PA + 1 Z 0 E33 ,ram + (\ + + + + + + + + + ' ^ w Pi / _ + 1 j_ 01 _ -- -- M -- _ -- -- -- -- -- -- — -- -- --� 1 1 + + + + + + + + + + + + + v, ' 1 'i' i 3 START © ' + 3 � T Z /l a + \ + I END 3 - END w L1 .0 t - 2 ° / N + 3 5 AD = / 5 ` ( MA EA i _ s I I I I �© can © wF01 - Z 'WALL STAGGER' ENLARGEMENT AS LT + +++I PM I I I I 5J HF + 00 ©� GH M�M W REQUIRED BY THE MERIDIAN UDC. �+ I °D ++ 5 ++{ W N W GH + + a + 3 + I+ O i+ MA w 6 PM ++1 ++�0 Oj+t , + VB ° ++ 1 CD c0 W Q MA + I 11 ++� ++� 0 G N I + I y I PA ++I I++�� I I 4 I 5 I 5 3 ��+t + � + + 0 5 O O + t wM Q + PG + + EA I I I I MA O+ , + W _ 20 z I+ �� PA + ' ++I 5 Vg © 1++ 1 2 + 3 O s III + + � �B , + � U N + ' + 1+ + ,+ � [+ ® I 31 + I + i + � + Q n N 2 FM � \ ® + LI+ I + ^^ L I GH +1 IR R — — — (n 1++18r.1 I I I I Oi + � + MATCHLINE - SEE SHEET L1.01 1 + Z — F + I % t+4 . MATCHLINE - SEE SHEET L1.02 3 + + 0 �PM LL] Q LL] WEP1 �� 0 ILL LANDSCAPE PLAN - AREA ONE OC o T U ° N 30 0 30 60 GO Lu Lu v Cl)v E � E SGALE: I"= 30'-0" CALLOUT LEGEND > 0 L AREA 1 — — — � z E c� O 40' VISION TRIANGLE 0 Z LANDSCAPELEGEND * BERM IN COMBINATION WITH 6' HIGH WALL. BERM/WALL PLANTSCHEDULE I w Q Q O COMBINATION TO ULTIMATELY BE 10' HIGHER THAN EXISTING CENTER ELEVATION OF MERIDIAN ROAD, SEE DETAIL DECIDUOUS SHADE/CONIFER/ORNAMENTAL TREES - I LL J J o I/L1.00. BERM AND WALL N015E ABATEMENT BUFFER WILL 3(DPLANTS TO BE INSTALLED UD I COMPLIANCE WITH ALL OF THE STANDARDS LISTED IN QTY KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS �^UDG I I-3H-4D. V J OPROPOSED 6'-0" TALL VINYL FENCE, SEE DETAIL I/L1.06. 37 AD Aaer platanoldes 'Deborah' Deborah Norway Maple 2" Gal. 45'-40' H 4 W II Q REMOVED LANTS TO BE 15 AR Acer platanoldes 'Royal Red' Royal Red Norway Maple 2" Gal. 40'-35' H 4 w 11 ROPOSED 6'-0" TALL WROUGHT IRON FENCE, SEE DETAIL coV/ z O I/L1.04. 25 AF Aaer x freemanii 'Jeffsred' TM Autumn Blaze Freeman Maple 2" Gal. 50'-40' H 4 W II LIJ D SAVE AND PROTECT z � rj 40' X 64' MULTI-SPORT COURT AMENITY. II GD Gedrus deodara 'Aurea' Golden Deodar Cedar 6'-8' Ht. 35'-I5' H 4 W I Q EXISTING PLANTS VISION TRIANGLE 6 TOT LOT AMENITY (APPROXIMATELY 40' X 40'). 10 GG Gercis canadensis Eastern Redbud 2" Gal. 20'-20' H 4 W I 16' WIDE GAZEBO SHADE 5TRUGTURE AMENITY. 11 LT Lirlodendron tuliplfera Tulip Tree 2" Gal. 60'-30' H 4 W III �- 7 w o -------------------- GUT EDGE AS DETAILED 8 14 M5 Malus x 'Spring Snow' Spring Snow Graba Ie 2" Gal. 20'-20' H 4 W I Ch o BOULDER RETAINING WALL IN BERM, SEE DETAIL 3/LI.OS. 'p g p g pp ° c o° o W O `' BERM 41 PA Picea abies Norway Spruce 6'-8' Ht. 50'-25' H 4 W w w c rr o 0 3 g REMOVE EXISTING TREE UNDER OR NEAR TO OVERHEAD � \� W m o POWER LINES. 2-7 PG Picea un ens 'Glauca' Colorado Blue Spruce 6'-8' Ht. 60'-20' H 4 W z cWi w z 6'-O" WROUGHT IRON FENCE p g p KEY MAP �/ _ Q t7 Q GC W w 10 IRRIGATION POND. 6 OR Ouercus rubra Red Oak 2 Gal. 50-35 H 4 W III � ��/ m�c>a o m 6'-O" VINYL FENCE N 500 O 500 1000 1500 N o a z 7 11 SHAFER VIEW TERRACE ENTRY MONUMENT SIGN, SEE DETAIL 2-7 TT Tilia tomentosa 'Sterling' Sterling Silver Linden 2" Gal. 45'-35' H 4 W I a z 0 W L C - - PROPERTY LINE (VERIFY) I AND 2/Ll.q. SHRUBS/PERENNIALS/ORNAMENTAL GRASSES SCALE: I"= Soo'-o" Q 12 3' TALL LANDSCAPE BERM REVISIONS SEEPAGE BED EASEMENT OTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS � 13 STORMWATER SHALE. No. Date Description LANDSCAPE BOULDERS II GA Galamagrostis x acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass #1 6'-2' H 4 W U Q 14 SAVE AND PROTECT EXISTING STORMWATER SHALE. Q 10 G2UANTITY O AGHD SEEPAGE BED EASEMENT AREA- DO NOT PLANT 151 GH Gornus alba 'Bailhalo' TM Ivory Halo Dogwood #5 5'-5' H 4 W c i JB PLANT IDENTIFICATION KEY 15 TREES WITHIN 10' OF AGHD SEEPAGE BED. 163 EA Euonymus alatus Winged Euonymus Burning Bush #5 6'-6' H d W 16 SAVE AND PROTECT EXISTING TREE(5) AND TURF AREA, PROJECT NO.: + + + + 30 HS Hemerocallfs x 'Stella de Oro' Stella de Oro Dayllly #I 2'-2' H 4 W ' + + + + TURF 500 OVER SEE DETAIL I/L1.03. 20021 (JJ + + + + APPROVED TOP 501L AS 22 LA Lavandula angustifolla 'Hldcote' Hidcote Lavender #2 2'-3' H 4 W B � + + + + SPECIFIED. SAVE AND PROTECT EXISTING MGBIRNEY LATERAL AND DRAWN BY: + + + + 17 8015E PROJECT IRRIGATION DISTRICT PATHHAY5. 224 MA Mahonla ac{uffolfum 'Compactor' Compact Oregon Grape #2 5'-4' H 4 W CS SAVE AND PROTECT EXISTING IRRIGATION EASEMENT 21-7 PM Pinus mu go 'Gom acta' Dwarf Mu go Pine #5 3'-5' H 4 W CHECKED BY: O 3" DEPTH OF 2" MINUS 18 AREA. g p g ° GRUSHED BASALT ROCK JB/MW U �i MULCH OVER APPROVED 130 SJ Spfraea�aponica Goldflame Goldflame Spirea #2 3-4 H 4 W 19 SAVE AND PROTECT EXISTING PUMP STATION AND DATE: o TOPSOIL AS SPECIFIED. IRRIGATION IMPROVEMENTS. 85 VB Viburnum x 'Burkwoodif' Burkwood Viburnum #5 8'-6' H 4 W 09/14/2021 2U SAVE AND PROTECT EXISTING IRRIGATION PATHHAY. GO WF Weigela Florida 'Dark Horse' Dark Horse Welgela #2 3'-3' H 4 W O oN DRY-LAND SEED MIX. SEE SEED 21 SAVE AND PROTECT EXISTING FENCE. SHEET NUMBER o MIX NOTES ON SHEET L1.07 T A Q SHAFER VIEW ESTATES ENTRY MONUMENT 51GN, SEE DETAIL � 3 AND 4/L 1.09. L1.01 0 23 PARK AREA ENTRY MONUMENT SIGN, SEE DETAIL I AND Q 2/L I.08. r cn 1 12 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING OOO-0113 LIOp��r�� \�P�� OF �i� o00 �, F��TZ eRF do 7� 3 I + 1 + I + U) + 6 o o ��''''""� o PM I ++�' j++1 °O ++ I EA o— w, 2 — — — — — + + 1 I+ 1 + LA-16536 CH + — _ + 1 I f/30/202 o a t 1 I R IR IR +i (q I+ I I I I I + �It ' + �' + 0 � � � � � � � � � � � � � �IMATCHLINE - SEE SHEETL1.01� E ' + „li ' � �r��gNDSCN?F-QP� w s + I ++ ,R ++4 MATCHLINE - SEE SHEET L1.02 EA /+� + ,� 5 ' IRh��lF 3 GH + I LT ++I I++ 3 q 5 + O 5 PM pG i + o PM IIII +' + 3 PA PM 4 PM + 5 I + EA 4 + 6 + + lillil SJ + 3 I PM / w MA +I + %KVF IR IR IR IR IR IR s� 6 IbtI R / VB /+ + o pl M I } I I I� 12 + .I I++ ! O 3 S�RRT + 1 I I+ + v o o ° a ****IIII �-�y o IN o ° '•J 3 U UI I `} a +tl +} Vg PG �� / } SJ t++++ +/ 4 TART / + 1 4 + + ° M �IO ° C0 p,4 + + O I + + + + + IR — IR IR 6 / CM E o a � N � L z I + + + + — — — — — — — — — 6 + + L 2 m E o ocoM o � m 8 ��` I PG + TT I++1 7 I 10 In F I WF +++ ++ 12++ QR \, / 3 ++t LD acbcS ° E Yr��Cp O L > + + Q I GG + START m o ,o aa) U PA I MA 4 / CH + c LU N oL � a � coN o 0 + +10 I PM O + t t t t */ t t/ + t�0 ? m ° m 'I ra 3 cu o tp z 3 I I I I f/ ++ +++++++++++t++ + �+ +} IllO O ++++ U J W U J 3 a- 0 0 w I _ - o + 4 I + + + + + + + `+ 1_ 5 Or + + 3 W a m C� 5 I + + + + + + + + + /+ EA �+ III 1 + + 3 + + + + + + +/ + J 1� E4 +}+ +++ + I PA + + + + + 4-/ /+ + + + + + L I = +I I LT + + 5 + + + + +/+ + LU W + + + + + w + + I EA 5 I + + + + + / / + LU LJJ + + + + + +I eT j I t + + + + 12 e /+ _ = t t + + + + + , ® �+ I 3 PM O ® + 6 + + + + + r + + + + + o I , f wF + 4 / I I MA I 3 SJ + + + + W LU r + t + + + + I 3 + EA + + + + + + f T / + W W 3 r + + + + + + + PM III +� 3 END O 1 �+ ( � 1 N 6 , + GG + + + + + + + , , PM [ + + + + + o pA + r+ + + + + + + +\ + co 6 + + + + +� a I MA + I 13 + � I + + + + + + + � + / + ` w1w MA �+ + + + + //+ + + 5 �� + + + + + + +�� 4 Z Z + + + +� o t + + + + w I + �+� + + + _ _ /+ + + + I PA I t\ +, 2 \ U U / + + + + + O Y I + 8 2 ++ AF 8 \ I + + +� + 5 PM out- PM 17 , Z 12 " \ GHI w 4 START 3 + +, + + + 1 + IR IR t+++ + EN �� S +++ \ STAR W Y -- IR $ 4 -- SS 3 4 Z _ �_ W � ++ TT +� $„gS + Copyright©2021 Z n - + / 17 - rights reserveReproduction or use in any form o t + or by any means without written permission of 2 5 t t Breckon Land Design,Inc.is unlawful and subject to 0 17 � PM � - - + + _�� \ + + 1 J1 q t t 4 }\ 100, criminal prosecution. w PA ---------------------- SJ + + I 8"SSTERRACE RIDGE CIRCLE +++++ + / w a PG ++ + + \ + E I R - PM + + +�► ' -4 + + w MA + ✓ loe F + + ++++ + + +��+ + + +�++++ 4 �� Y 6 + � �� wi�ll�t� Ili 5 + + + + + V z 3 PG ++ EA 6 ++ + + + + + + ,� 4 END 16 Q + I IR + + + + + + + + + + + + + + + + O + + + + + + + + + + + + + + \ �Fz o EA + `� PM + + + + + + + + + + + + + + W + o I .— — + + + 3 17 (� o += PA 5 + + 65 + + + t + + + + 5 SJ /� Z H + I I MA +CO+ + + vJ N + t y LT 5 � �+ -+ + + + + + + GH 2 + �t EA + + + + + + PA w + 4 5 + MA 14 ° 1 1 Q Z Q W U W W -+ I+I L '' rR MA 5 ��puIIIINjG PA 4 �Ft ; PM / oo N z 4 START / C N IR r n Q MA + PA 1 V, (0 � _ o G ++0 I 1 P6 / 4 17 17 1 co 00 UJ 0 } 8 PA / / 1 co O + I U z ® 5 c� GH ++ tl�l 1 L + LT 2 / � MATCHLINE - SEE SHEET L1.02 - � - - + f, - - - - - - - - - - - - - -/- - - - - - - - - - - - - - - - z 2 ++t I MATCHLINE - SEE SHEET L1 .03 > 2 6 , I I 14 W 4 ND W 1 C) UJ z MAIc- 1� I LANDSCAPE PLAN - AREA TWO OC Q Q T U U a N 30 O 30 60 q0 W W SGALE: 1"= 30'-O" TURF AREA PREPARATION NOTES: 5 CD CALLOUTLEGEND 1. LIMIT TURF SU56RADE PREPARATION TO AREAS TO BE PLANTED. > ` Q 2. NEWLY GRADED SUB6RADES: LOOSEN SUB6RADE TO A MINIMUM DEPTH OF 4 INCHES. REMOVE STONES LARGER THAN I INCH IN E c� O 40' VISION TRIANGLE ANYPRO DIIRMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S z T LANDSCAPE LEGENDSCHEDULE 3. SPREAD PLANTING SOIL OVER LOOSENED SUB6RADO Q � 4' BERM IN COMBINATION WITH 6' HIGH WALL. BERM/WALL PLANT 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD. w OZ COMBINATION TO ULTIMATELY BE 10' HIGHER THAN EXISTING 5. UNCHANGED 5UB&RADE5: IF TURF 15 TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY EXGAVATING, &RAPING, OR CENTER ELEVATION OF MERIDIAN ROAD, SEE DETAIL DECIDUOUS SHADE/CONIFER/ORNAMENTAL TREES SURFACE-SOIL STRIPPIN& OPERATIONS, PREPARE SURFACE 501L AS FOLLOWS: U— o I/LI.00. BERM AND WALL NOISE ABATEMENT BUFFER WILL A. REMOVE EXI5TIN6 GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL. PLANTS TO BE INSTALLED UPCN1G 1-1-40ANGE WITH ALL OF THE STANDARDS LISTED IN QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INGHE5. APPLY SOIL AMENDMENTS AND FERTILIZERS AGGORDING TO Q rn 6 37 AD Acer latanoides 'Deborah' Deborah Norwa Maple 2" Gal. 45'-40' H W II PLANTING 501L MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INCHES OF 501L. TILL SOIL TO A HOMOGENEOU5 PROPOSED 6'-O" TALL VINYL FENCE, SEE DETAIL I/LI.O6. P y p MIXTURE OF FINE TEXTURE. 0- EXISTIN6 PLANTS TO BE 3 I5 AR Acer platanoides 'Royal Red' Royal Red Norway Maple 2" Go 1. 40'-35' H 4 W II 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. v REMOVED O PROPOSED 6'-O" TALL WROUGHT IRON FENCE, SEE DETAIL A. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. co I/L1.04. 25 AF Acer x Freemanif 'JePI`sred' TM Autumn Blaze Freeman Maple 2" Go 1. 50'-40' H 4 W 11 B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDING GRASS, VEGETATION, AND TURF, OFF OWNER'S PROPERTY. 1 1 D SAVE AND PROTECT -7. FINISH 6RADIN6: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. LJJ z EXISTING PLANTS 5 40' X 64' MULTI-SPORT COURT AMENITY. 11 GD Gedrus deodara 'Aurea' Golden Deodar Gedar 6'-8' Ht. 35'-15' H 4 W GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO G 6 TOT LOT AMENITY (APPROXIMATELY 40' X 40'). 10 GG Gel canadensis Eastern Redbud 2" Go 1. 20'-20' H 4 W I MEET FINISH GRADES. LIMIT FINISH 6RADIN6 TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. G A VISION TRIANGLE 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE 7 I6' WIDE GAZEBO SHADE STRUCTURE AMENITY. 11 LT Lirfodendron tulfpifera Tulip Tree 2" Gal. 60'-30' H 4 H III PLANTING. DO NOT CREATE MUDDY SOIL. o ____________________ GUT EDGE AS DETAILED 14 MS Mall x 'S rfn Snow' Spring Snow Graba le 2" Gal. 20'-20' H 4 W I q. BEFORE PLANTING, OBTAIN LANDSCAPE ARCHITECT'S ACCEPTANCE OF FINISH 6RADIN6; RESTORE PLANTING AREAS IF ERODED e, aIIxW w U 0 8 BOULDER RETAINING WALL IN BERM, 5EE DETAIL 3/L1.08. p g g pp OR OTHERWISE DISTURBED AFTER FINISH GRADING. O c o c l o W O %' BERM 41 PA Picea abies Norway Spruce 6'-8' Ht. 50'-25' H H N W LOU 19 0 7 3 REMOVE EXISTING TREE UNDER OR NEAR TO OVERHEAD W a 0 o F g POWER LINES. 27 Pe Picea un ens '6lauca' Colorado Blue Spruce ll Ht. 60'-20' H 4 W Z cWi W z o ^ ^ 6'-0" WROUGHT IRON FENCE p g p _ �z �Y�� -C 10 IRRIGATION POND. 6 OR Ouercus rubra Red Oak 2" Ca1. 50'-35' H 4 H III m�c a-9 W W >121 6'-0" VINYL FENCE J°a 7 w Z C 0 11 SHAFER VIEW TERRACE ENTRY MONUMENT 516N, SEE DETAIL 27 TT Tilia tomentosa Sterling Sterling Silver Linden 2 Gal. 45 35 H 4 W II J z O w — — PROPERTY LINE (VERIFY) I AND 2/LI.q. — — — — SHRUBS/PERENNIALS/ORNAMENTAL GRASSES O _ _ _ _ _ _ _ 1Z 5' TALL LANDSCAPE BERM — — SEEPAGE BED EASEMENT 13 STORMHATER SHALE. QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS REVISIONS No. Date Description C13LANDSCAPE BOULDERS 11 GA Galamagrostfs x acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass #1 6'-2' H 4 IN I U Q 14 SAVE AND PROTECT EXISTING 5TORMHATER SHALE. 10 QUANTITY AGHD SEEPAGE BED EASEMENT AREA- DO NOT PLANT 151 CH Gornus alba 'Bailhalo' TM Ivory Halo Dogwood #5 5'-5' H ff W — cn JB PLANT IDENTIFICATION KEY 15 TREES WITHIN 10' OF AGHD SEEPAGE BED. 163 EA Euonymus clatus Winged Euonymus Burning Bush #5 6'-b' H 4 H AREA 2 PROJECT NO.: 16 SAVE AND PROTECT EXI5TIN6 TREE(S) AND TURF AREA, 30 H5 Hemerocallis x '5tella de Oro' Stella de Oro Da Iil #1 2'-2' H 4 H ' +++++++t TURF SOD OVER SEE DETAIL 1/L1.03. Day lily 20021 (J, APPROVED TOP SOIL AS 22 LA Laval an u5tifolia 'Hidcote' Hidcote Lavender #2 2'-3' H 4 H B ++++++++ SPECIFIED. 17 SAVE AND PROTECT EXISTING MGBIRNEY LATERAL AND g \ DRAWN BY: + + + + BOI5E PROJECT IRRIGATION P15TR16T PATHWAYS. 224 MA Mahonla aquifollum 'Compacta' Compact Oregon Grape #2 3'-4' H 4 H CS 3" DEPTH OF 2" MINUS 18 SAVE AND PROTECT EXISTING IRRIGATION EASEMENT 21� PM Pinus mugo 'Gompocta' Dwarf Mugo Pine #5 3'-5' H 4 W ` I CHECKED BY: O AREA. CRUSHED BASALT ROCK O 130 5J S iraea a onica '6oldflame' Goldflame frea #2 3'-4' H 4 H JB/MW U MULCH OVER APPROVED 19 SAVE AND PROTECT EXISTING PUMP STATION AND p J p �' TOPSOIL AS SPECIFIED. DATE: o IRRIGATION IMPROVEMENTS. 85 VB Viburnum x 'Burkwoodii' Burkwood Viburnum #5 8'-6' H $ W 09/14/2021 20 SAVE AND PROTECT EXISTING IRRIGATION PATHWAY. q0 HF Weigela florida 'Dark Horse' Dark Horse Weigelo #2 3'-3' H 4 HC14 O DRY-LAND SEED MIX. SEE SEED Z1 SAVE AND PROTECT EXISTING FENCE. SHEET NUMBER 0 MIX NOTES ON SHEET L1.07 T A SHAPER VIEW ESTATES ENTRY MONUMENT SIGN, SEE DETAIL KEY MAP �' 3 AND 4/LI.Oci. L1.02PARK AREA ENTRY MONUMENT SIGN, SEE DETAIL I ANDN 500 O 500 1000 1500 ` 2/L I.OB. SGALE: I"= 500'-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING oo�°ora'°ti s��qE OF �000°°o,�Fq.\T z BpF�o'on / 17 � � � 1 v + + I PG 17 U� r ES LA-1b536 o + 1 PM _ SC H I+I\ 2 I 4 / 0 + LT O / - MATCHLINE - SEE SHEET L1.02 0 N ti ti ti ti } Ij ti ti ti ti ti ti ti ti ti ti ti ti ti -/ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti a +++ I MATCHLINE - SEE SHEET L1 .03 o N o 2 I M PM 6 I 14 ND / (j .o o in ^ a MA +d PA \ 14 4 1 / �� E _ �r� _ W I / 01L E 7 C -ap N l� 3 O w +�+ PG aUSU°O c � c�70 � +� a: - v $ PA w - yCL —0 ao Zc LL EA + I I > = o �.� � 3N � - -a z } 1 I 14 � 3 �L o . . . . . . 3LLa coca Lu + LT t 4 1 _ ■ LL I Z L }+ / 1 + 4 } m 0 g — — Q W F I MA PA PG 3 — — o ` ++ % s PM I — — — - 1 + E / O ` + + / 9 --- -- -- - -- -- - -- ------------- -- - -- -- - -- K I ++ $ + 4 END o Q + + + + + + + + + + + + + O + + + + 9 + + + + + + + + + + + + FFi I w + + + + + + + + + + + 16 -------------- 1 w z 16 / — — — o Q - LL ry O E. SHAFER VIEW DRIVE — — — 7 8"SS — -- o o Copyright©2021 z — All rights reserved. Reproduction or use in any form w -- ----- or by any means without written permission of +1 g i� + +• 16 + + � 16 + 21 Breckon Land Design,Inc.is unlawful and subject to J + _+ + + — — ' • 16 �� 1 criminal prosecution. W z 4 W i PA \ 13 I Pi 1 W 9 I z PG 16 PA cP. 1 O a 6 0 MA �0 1 W ss ti 0 a H z 21 U) C 16 W W 0 > W Q T z LL 4 O o W p U M W w W � W W 16 N z \ �ss � � o N Q 13 W I V ) � W G 0 - - - - / W 16 — — 0 21 )F W O CUIN 0 z - - - I OC Q Q CAI 16 CIZ �� — IFAREA 3 W Q W W LANDSCAPE PLAN — AREA THREE OC Q o � TREE CROWN AIX H 30 0 30 60 GO W W U E SCALE: I"= 30'-0" V, CALLOUT LEGEND > 0 0 KEY MAP L E U 4e 4 O 40' VISION TRIANGLE N 500 0 500 1000 1500 LANDSCAPELEGEND 4' BERM IN COMBINATION WITH 6 HIGH WALL. BERMMALL W < Q OCOMBINATION TO ULTIMATELY BE 10' HIGHER THAN EXISTING SGALE: I"= 500'-0" CENTER ELEVATION OF MERIDIAN ROAD, SEE DETAIL J J o I/LI.00. BERM AND WALL N015E ABATEMENT BUFFER WILL Q 0- PLANT5 TO BE INSTALLED BE IN GOMPLIANGE WITH ALL OF THE STANDARDS LISTED IN a UDG I I-3H-4Di PLANTSCHEDULE � OUTLINE OF TREE GROWN (EDGE O PROPOSED 6-O TALL VINYL FENCE, SEE DETAIL I/LI.06. �g OF DRIPLINE) CORRESPONDING EXISTING PLANTS TO BE DECIDUOUS SHADE/CONIFER/ORNAMENTAL TREES z d WITH ROOT SPREAD. FENGE SHALL REMOVED PROPOSED 6-0" TALL WROUGHT IRON FENCE, SEE DETAILCD BE PLACED AT EDGE OF TREE 0 1/L1 O4 OTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS W p GROWN (MINIMUM D15TANGE). SAVE AND PROTECT 5 40' X 64' MULTI-SPORT COURT AMENITY. d - EXISTING PLANTS 37 AD Acer platanoides 'Deborah' Deborah Norway Maple 2" Gal. 45'-40' H $ W II C EXISTING GRADE TOT LOT AMENITY (APPROXIMATELY 40' X 40'). C IIIIIIIIIIII� IIIIIIIIIII� IIIIIIIIIII� IIIIIIIIIII� IIIIIII� VISION TRIANGLE 6 S AR Acer platanoides 'Royal Red' Royal Red Norway Maple 2" Gal. 40'-35' H W II Z NOTE: 7 I6' WIDE GAZEBO SHADE 5TRUGTURE AMENITY. 25 AF Acer x freeman!! 'Jeffsred' TM Autumn Blaze Freeman Maple 2" Gal. 50'-40' H 4 W II MAINTAIN PROTECTION UNTIL ____________ GUT EDGE AS DETAILED 11 w w v w BOULDER RETAINING WALL IN BERM, SEE DETAIL 3/LI.08. 11 GD Gedrus deodoro 'Aurea' Golden Deodor Cedar b'-8' Ht. 35'-15' H 4 W 9 000 - ow O o v CONSTRUCTION ACTIVITIES ARE $ Q g o y are! U z l- w GOMPLETED. - BERM 10 GG Gercis canodensis Eastern Redbud 2" Gal. 20'-20' H � W I > rn w° O c REMOVE EXISTING TREE UNDER OR NEAR TO OVERHEAD \� w m a o m Z IF LOWER LIMBS INTERFERE WITH O POWER LINES. �� Z v 0 w?0 I Q 6 O WROUGHT IRON FENGE 11 LT Llriodendron tulipifera Tulip Tree 2 Gal. 60'-30' H $ W III s. H Z F Y LU tY - —I , WORK, TIE UP WITH HEAVY JUTE m a a 4 w w — —III- 10 IRRIGATION POND. 14 MS Mobs x 'Spring Snow' Spring Snow Grabapple 2 Gal. 20'-20' H � W I v N c a °z 0° 7 -III- -III- CORD. 6'-0" VINYL FENGE �a n v o w L _ _ _ _ SHAFER VIEW TERRACE ENTRY MONUMENT SIGN, SEE DETAIL 41 PA Plcea obies Norwa ruce b'-8' Ht. 50'-25, H W -9 z o w C 0 =I =1 I I—. _ I =I =I I- O v —III—III—III—III—III=III—III—III—III—I ADJUST DIAMETER OF PROTECTIVE PROPERTY LINE (VERIFY) I AND 2/L1.9. y � cai-� III—III—III—III—III—III—III—III—III—III-_ FENCE TO PREVENT ANTICIPATED 27 PG P1cea pungens 'Glauca' Colorado Blue Spruce b'-8' Ht. 60'-20' H W REVISIONS j 12 3' TALL LANDSCAPE BERM 6 QR Quercus rubra Red Oak 2" Gal. 50'-35' H & W III No. Date Description r m III—I I—I I—III—III—III—III—III—I I=I' DAMAGE BY EQUIPMENT. SEEPAGE BED EASEMENT —III—I11=III=III=III=III=III- 13 STORMWATER SGALE. Q SECTION LANDSCAPE BOULDERS 27 TT Tilio tomentosa 'Sterling' Sterling Silver Linden 2" Gal. 45'-35' H 4 W II r , 14 SAVE AND PROTECT EXISTING STORMWATER SGALE. y 10 QUANTITY AGHD SEEPAGE BED EASEMENT AREA- DO NOT PLANT SHRUBS/PERENNIALS/ORNAMENTAL GRASSES 0) TREE TRUNK JB PLANT IDENTIFICATION KEY 15 TREES WITHIN 10' OF AGHD SEEPAGE BED. OTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS L°' 16 SAVE AND PROTECT EXISTING TREE(5) AND TURF AREA, PROJECT NO.: GROWN OF TREE. + + + + II GA Galamagrostis x acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass #I 6'-2' H ff W fl + + + + TURF 50D OVER SEE DETAIL I/LI.03. 20021 APPROVED TOP SOIL AS 151 GH Gornus alba 'Bollholo' TM Ivor Halo Do wood #5 5'-5' H & W B 3: OUTLINE I NE OF TREE GROWN (EDGE + + + + y g + + + + SPECIFIED. SAVE AND PROTECT EXISTING MGBIRNEY LATERAL AND DRAWN BY: OF DRIPLINE) CORRESPONDING + + + + 17 BOISE PROJECT IRRIGATION DISTRICT PATHWAYS. 163 EA Euonymus a b lotus Winged Euonymus Burning Bush #5 '-6' H a W CS WITH ROOT SPREAD. FENCE SHALL O BE PLACED AT EDGE OF TREE 3" DEPTH OF 2" MINUS 18 SAVE AND PROTECT EXISTING IRRIGATION EASEMENT 30 HS Hemerocall!s x 'Stella de Oro' Stella de Oro Doyllly #I 2'-2' H If W CHECKED BY: `- GROWN (MINIMUM DISTANCE). AREA. CRUSHED BASALT ROCK JB/MW 22 LA Lavandula angustifolia 'Hidcote' Hidcote Lavender #2 2'-3' H � W cA MULGH OVER APPROVED 19 SAVE AND PROTECT EXISTING PUMP STATION AND DATE: N TOPSOIL AS 5PEGIFIED. IRRIGATION IMPROVEMENTS. 224 MA Mahonia oquifolium 'Gompacta' Gompoct Oregon Grape #2 3'-4' H � W 0 09/14/2021 C* 0 Q SAVE AND PROTECT EXISTING IRRIGATION PATHWAY. 217 PM Pinus mugo 'Gompacta' Dwarf Mugo Pine #5 3'-5' H S W O o PLAN VIEW DRY-LAND SEED MIX. SEE SEED 21 SAVE AND PROTECT EXISTING FENCE. 150 5J S iraea a onica 'Go Goldflame S lrea #2 3'-4' H � W O I' J p p SHEET NUMBER 0 MIX NOTES ON SHEET L1.07Cq r A © 3 AND 4/LI GESTATES ENTRY MONUMENT SIGN, SEE DETAIL 85 VB Viburnum x 'Burkwoodli' Burkwood Viburnum #5 6-6H & W TREE PROTECTION DETAIL q0 WF Weigelo florida 'Dark Horse' Dark Horse Weigelo #2 3'-3' H ff W L1.03 o NOT TO SGALE Q PARK AREA ENTRY MONUMENT SIGN, SEE DETAIL I AND 2/L 1.08. f cA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING s — — q AD 5 AD LANDSCAPE LEGEND °°°°�°°��`�Q°° AD HS AR �o��PgE OF 1pgr2 o°o 'S° c� + + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ + + + + +( + + + + + + + + + + + + + + + +�+ + + ( + + + + + + + + + + + + 1 + 6 +++ 5 + 11 PLANTS TO BE INSTALLED + + + + + + + + + + + MA $ -- 6 ' $ + + + + + + + + + + + + i + + + + + + + + + + + + + + + + + + �p + + + + +I + + + + + + + + + $ LA-16536 o 1+ + + + + - 6 SJ + + + + + + + + + + + + + + + + + + + + + + + + + + U Q+ �} + + +� + + + + + + + + + + + + + + + + + +( + + + + + 1 + + + + + + + + + + + + + + + +t+ + + + + + + 1+ + + + �+ + + ni + +�+ + + + + 1 + + + +( + + + + + �00 7/30/202 ' 0 + + + + t— — --- — + + + WF 6 5 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +_ _ _ +_ + + + + EXISTING PLANTS TO BE _ _ + + + - - + + + + - - - - + + + O SJ 5 REMOVED J � - - ��q/yDSCAP�ooa w +71. SJ �a onuu�s �� 3 + TT + 3 I �? SAVE AND PROTECT ° 3 1 + : I 1 3 I I 3 GPTM 37PA MS i GD q GG PM GD 7 MS GHww ZN EXISTING PLANTS o VB MS 3 PA t + + q MA PM GG MA T MA �EA N + I MA CH EA GH vB EP` VB PA � � � � � VISION TRIANGLE 1 q P6 I + i( + 1 M MA I + + + I 1 I 5 PA 4 PA +t PG ____________________ GUT EDGE AS DETAILED o PM + + + GH + 5 1 5 —� +�1� PM I I I I I -6NIs 3 o w EA BERM ° ' � �IO � �' I + + + -t 5 L5 E '�—n mcuoM J. w O O `+++ + +_ +t+ I R EA M� �. '� 6'-0" WROUGHT IRON FENCE 6. 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U 12" W1 W12" �m mW8" W8" WB.. 8„ WB.. W8„ 8" W8 W8" 1 o TERRACE RIDGE DRIVE DRY-LAND SEED MIX. SEE SEED I MIX NOTES ON SHEET LI.O-f 8"S 8"SS AF - " f'F 8"SS 8"SS 8" 8"SS "SS 8"SS 2�� 8"SS 8"SS w + + + \ Copyright©2021 Z �+- +-� � - - - - T-s T _ - - - - - - T S T T-s - - - - -1 -1 _ All rights reserved, Reproduction or use in any form o + + + + + + + + + 5 + + + + + 6 LA + + + 6 + + + ( + + + + + + + + + + + + + + + ( 1 + + + + + + + + + + + + + + + + + + + + + + + + 1+ + + + + + + + + + + + + + + ( 1 + + + + + + + + + + + + + + 1+ or by any means without written permission of + t t + + t t t + + t t + t`� + + + t + HS + + t-'t + + + t t + + + + t t + + t + t t t + t + t t + + + + + + + + + t t t t t t t t + + t t t t + + t + + + + t + + + + + + + + + + + t t + t Breckon Land Design.Inc.is unlawful and subject to 0 WF ,x s. SJ 5 y „ 1 CALLOUT LEGEND criminal prosecution w WF 5 END 4 + + + + l + + + WF o + + + + + \ II + + + 3 1 ++++++++++�+\ - +++ GA ++++ END AD O 40' VISION TRIANGLE o 5 GG LL Q + + + + + + + + 4 I 4' BERM IN COMBINATION WITH 6' H16H WALL. BERM/WALL sJ + + + + 23 + + + t + + + + + 6 I I I w 5 + + + + + + + + + + + u7 2 COMBINATION TO ULTIMATELY BE 10' HIGHER THAN EXISTING a {} o O CENTER ELEVATION OF MERIDIAN ROAD, SEE DETAIL 7 w GH + + + + + + + + + + + + + I L 6 ! + + + + + + + + + + GG I J 1 r I/LI.00. BERM AND WALL NOISE ABATEMENT BUFFER WILL z 1 MA + + + + + + + + + + + + 5 J BE IN COMPLIANCE WITH ALL OF THE STANDARDS LISTED IN + + + + + + + + + + + GH UDC ll-3H-40. O + + + + + + + + + + 6 WI W Z + ++ ++t+ ++ + + MA W w O PROPOSED 6'-0" TALL VINYL FENCE, SEE DETAIL I/L1.06. G2R = = 3 r n 4 +++++ + + ++++ 3 I u) u) PROPOSED 6'-O" TALL WROUGHT IRON FENCE, SEE DETAIL �+ 01 H +( + + GD I 13 w w O I/L1.04. Z 19 3 3 ++ 3 HS ++++ + EA I I I 5 40' X 64' MULTI-SPORT COURT AMENITY. 1 GD 5 LA LA I W I w w 1 = HS + + + z z 6 TOT LOT AMENITY (APPROXIMATELY 40' X 40'). Q Z Q01 EA ++ + ' °"' G l ++ + =1 = 7 16' WIDE GAZEBO SHADE STRUCTURE AMENITY. m I I I w W W z + + + + O /+, + + + 17 I � $ BOULDER RETAINING WALL IN BERM, SEE DETAIL 3/LI.OB. ` V + ++ 'IV i + +� + �_ + 12 + QA��III�d�/ I �/ I a REMOVE EXI5TIN6 TREE UNDER OR NEAR TO OVERHEAD LL Q 12 _ — 4 I 16 I 15 I I I O POWER LINES. o co+ 1 10 IRRIGATION POND. `'J I G $ + ++ 2 +��7111�n� I ` ' 0 4 P6 %/ ++++ LT ++++\\� PG 5 I 11 5HAFER VIEW TERRACE ENTRY MONUMENT 516N, SEE DETAIL w + + + + + PM I AND 2/Ll.q. 00 O I PM U z /+ ++++ ++++++It . I 4 IR IR 12 3' TALL LANDSGAPE BERM Q cy I I + + + + +� IR ® 1 I+ + N ( 4 + + 5 + t +llO I I __ � + + + I� I ____—------- 13 STORMWATER SCALE. ® 1 i IR - 6 ++++t+ t+++ I I - 14 SAVE AND PROTECT EXISTING STORMWATER 5WALE. 5 nJ - — — — — — MA + + + + GG 3 I — _— L Ll 5 I + + + + + +� MA -- = 1r, AGHD SEEPAGE BED EASEMENT AREA- DO NOT PLANT IL Z GH + + + + TREES WITHIN 10' OF AGHD SEEPAGE BED. m / + + + + �lO 4 / 17 --------- --- 16 SAVE AND PROTECT EXISTIN6 TREE(5) AND TURF AREA, UJ w o i + +n� + + g TART 4 z N i+ + + + + + + + + + + + + + + + I I SEE DETAIL I/L1.03. 1 5 + + + + + + r r EA + + + + + + + + + + + J 1 J + + + + (1 + + + + I� IR I -- SAVE AND PROTECT EXISTING MGBIRNEY LATERAL AND �+ + + +-� + -- --____ 17 BOISE PROJECT IRRIGATION DISTRICT PATHWAYS. Q o w W �+ + + + + + + 1 4 I I SAVE AND PROTECT EXISTING IRRIGATION EASEMENT _ _ + + + + + + + + LT IR / — — 1 18 AREA. ( 1 U 0 U) U) 4 +++++++++++ ++��+ IR / — — 19 SAVE AND PROTECT EXISTING PUMP STATION AND ^ V, / IRRIGATION IMPROVEMENTS. �J J Q w W + + + + + + + O SAVE AND PROTECT EXISTING IRRIGATION PATHWAY. w w 3 , + + + + + + 17 R � � I u� PM '� + + + + + 6 E w 1 W MA +t+++++++++ / 21 SAVE AND PROTECT EXISTING FENCE. Z Z + + + + Ir � I 5HAFER VIEW ESTATES ENTRY MONUMENT SIGN, SEE DETAIL = 2 i+++++ + 17 2 3 AND 41L1.Oq. LLI < < � U U � >__ 1 s M O�++++ 17 — — _ 23 2/L1.08. LL 10 PARK AREA ENTRY MONUMENT 516N, SEE DETAIL I AND rn GH O©I+ U) 1 z- PLANTSCHEDULE z STAR 4 ` _ DECIDUOUS SHADE/CONIFER/ORNAMENTAL TREES Z LIJ \ ! QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS CC 3-7 AD Acer platanoldes 'Deborah' Deborah Norway Maple 2" Gal. 45'-40' H $ W II A ■ 15 AR Acer platanoldes 'Royal Red' Royal Red Norway Maple 2" Gal. 40'-35' H 4 W II 0 25 AF Acer x freemanli 'Jeffsred' TM Autumn Blaze Freeman Maple 2" Gal. 50'-40' H d W � a 19 o x w U C14T LANDSCAPE PLAN — AREA FOUR I I GO Gedrus deodara 'Aurea' 6o Iden Deodar Cedar 6'-b' Ht. 35'-15' H $ W W m°o°n O 0 O F H 30 O 30 60 q0 10 GG Gerci5 conaden515 Eastern Redbud 2" Gal. 20'-20' H 4 W 1 w 0 0 W?�� Q _ z �YMM — — — 34(64IxWW -C ■ — — I I LT Lirlodendron tuliplfera Tulip Tree 2" Gal. 60'-30' H $ W 111 m>c>a o m SCALE: I 30'-O" �� N a AREA 4 JQ0V��W Z 14 MS Malus x 'Spring Snow' Spring Snow Crabapple 2" Gal. 20'-20' H W I a z y w C MOUNTING 2 I/2" TUBULAR STEEL 41 PA Picea abie5 Norwa Spruce 6'-b' Ht. 50'-25' H � W 0 0 4" O.C. BRACKET (TYP) SUPPORT PICKET 6'O.G. I y p � I 2� PG Picea pungens '61auca' Colorado Blue Spruce 6'-8' Ht. 60'-20' H � W REVISIONS 11111111111111 2)-I 3/4" HORIZONTAL No. Date Description HOLLOW STEEL PICKETS 6 OR Ouercus rubra Red Oak 2" Gal. 50'TiTff -35' H 8 W III i o 2� TT Tilia tomentosa 'Sterling' Sterling Silver Linden 2" Gal. 45'-35' H ff W II Z Z �_�l/ Q a " HOLLOW STEEL SHRUBS/PERENNIALS/ORNAMENTAL GRASSES 0 I QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS PROJECT NO.: 3" DEPTH OF MULGH AT I II GA Galamogrostis x ocutifloro 'Karl Foerster' Karl Foerster Feather Reed Grass #1 b'-2' H 4 W 20021 B 3 DRAWN BY: Z 8„ PLANTER BEDS � G 151 GH Gornuy alba 'Bailhalo' TM Ivory Halo Dogwood #5 5'-5' H 8 W CS 3/4" HORIZONTAL 163 EA Euonymu5 alatu5 Winged Euonymus Burning Bush #5 6'-6' H d W CHECKED BY: O HOLLOW STEEL RAIL 30 HS Hemerocallis x 'Stella de Oro' Stella de Oro Dayllly #I 2'-2' H d W JB/MW U CD 6' C C. III III = III ` III= 4 �. S X 24 DATE: o — ^ �_ _ CONCRETE FOOTING KEY MAP 22 LA Lavandula angustifolia Hldcote HI cote Lavender #2 2-3 H � W -1 NOTE: 09 14 2021 III III III III- / / APPROVED TOPSOIL AND SOIL 224 MA Mahonia aquifollum Gompacta Compact Oregon Grape #2 3-4 H W o - = 1 I I1 i - =III- AMENDMENTS AS SPECIFIED CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY LANDSCAPE O o FINISH 6RADE, ARCHITECT BEFORE INSTALLATION. WROU&HY IRON GATE TO BE PAINTED W/ ELECTRO N 500 0 500 1000 1500 21� PM Pinus mugo 'Gompacta' Dwarf Mugo Pine #5 3'-5' H 8 W `A PER PLANS GUT EDGE STATIC PAINT - COLOR AS DIRECTED BY OWNER. ■ SHEET NUMBER SCALE: I"= 500'-O" 130 SJ Spiraea Japonica '6oldflame' 6oldflame Spirea #2 3'-4' H W T PLANTER BED CUT EDGE WROUGHT IRON FENCE L1.04 85 VB Viburnum x 'Burkwoodii' Burkwood Viburnum �5 S'-6' H � W ai Q (TYPICAL AT TREES IN TURF AREAS) NOT TO SCALE 2 Seale: I/4 I'-O" GO WF Weigela florida 'Dark Horse' Dark Horse Weigela #2 3'-3' H $ w i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING J — E. QUARTZCREEKSTREET- - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0000�o�,anq� ti wF LANDSCAPE LEGEND °�Al °� '°�`� 6 moo � + + - + + + 1 1 + + p o 5 + _ START !G(D PLANTS TO BE INSTALLED o W, w ►1+ + 8 - WF - , 8 + +++ + + +++++ + ++ +++ 3 4 �� LA-16536 �� o �+ + PG + + -7/50/202 oQ + + + 1 5 + EXISTING PLANTS TO BE +I I I++ PA - 7 +� + 3 o + I 2 3 16 �� SAVE AND PROTECT Z D *11 + I PA GH VSB 1 N3A \ �`'11w EXISTING PLANTS 1 I+\ I PG 4 PA + - N w M ++ + PA 3 VISION TRIANGLE c o c o E o + I Q Co 0 I + MP -------------------- GUT EDGE AS DETAILED �L L11N a � _ 8 Y / 18 BERM c � NI� O w MA W 5 / 6'-O" WROUGHT IRON FENCE L L Ul ) N r co w 1 + I + oa o � a a) o 0 W - + EA w N bL ° c ao CO p ZY PM J I \ r o I I ra 3 N o y—0 z 6'-O" VINYL FENCE w c� 3 r co s Q 3 ++ j + 3 i� — — PROPERTY LINE (VERIFY) LL a -� " • _ ■ • L ' 5 + U I++ 5 / \ - - - — - - - SEEPAGE BED EASEMENT EA N w 0 w + CH 5 / wo LANDSCAPE BOULDERS 5 m GH + + SJ 10 QUANTITY 5 / PLANT IDENTIFICATION KEY SJ + 3 + / / JB o a�4 3 � /Q +I AF + 3 / / + + + + TURF SOD OVER + I + WF / ++++++++ APPROVED TOP SOIL A5 3 3 START / / �'Q 18 + + + + SPEGIFIED. + + 2 ND + / + + + + � TT Z K 3" DEPTH OF 2" MINUS g �+ \ + + ry 1 1 + ri +++ CRUSHED BASALT ROCK , MULCH OVER APPROVED w -+ + + + / /11? \ \ TOPSOIL A5 SPECIFIED. W8" . w m W8" LL ` + / 0 H TERRACE RIDGE DRIVE + + / ® DRY-LAND SEED MIX. SEE SEED w S� + / MIX NOTES ON SHEET LI.O� 8"SS 8" S, + + / i� \ Copyright©2021 z Z Q \+ + � All rights reserved, Reproduction or use In any form o / or by any means without written permission of � + + + + + �— �j t Breckon Land Design.Inc.is unlawful and subject to 0 + + + + + + + + + + + + + + + + + ++++4++ + . �o ' Fti + CALLOUT LEGEND criminal prosecution z 1 / + + + ` ' \ + iQ O 40' VISION TRIANGLE a / + S + 4' BERM IN COMBINATION WITH 6' HIGH WALL. BERM/WALL o ++ �++ 18 OZ COMBINATION TO ULTIMATELY BE 10' HIGHER THAN EXISTING a Oo + CENTER ELEVATION OF MERIDIAN ROAD, SEE DETAIL w + + + I/LI.00. BERM AND WALL NOISE ABATEMENT BUFFER WILL Z J J t S� + BE IN COMPLIANCE WITH ALL OF THE 5TANDARD5 L 15TED IN O F- + ++ / O UDG I I-3H-4D. o W 11-11-1 / TT + �� + / O PROPOSED 6'-O" TALL VINYL FENCE, SEE DETAIL I/L1.06. rn N � co / END 4 +++ ` SO \+ 4 PROPOSED 6'-0" TALL WROUGHT IRON FENCE, SEE DETAIL �+♦ ° W W I + ++ . �� + O I/LI.04. O N U7 CIO po + SQ !rL + / 5j 40' X 64' MULTI-SPORT COURT AMENITY. r r + + �� + W W 11 ++t+ t+t \ t+ / 6 TOT LOT AMENITY (APPROXIMATELY 40' X 40'). z Q01 Z Z 8., 0 _' _ / VSB ++ ++++++++ ++� SO ++ / 7 16 HIDE GAZEBO SHADE STRUCTURE AMENITY. W w w w + + + + + + + ( + + LJJ 1 U U ++++ ++++++++ ++ / 8 BOULDER RETAINING WALL IN BERM, 5EE DETAIL 3/1-1.08. V �} N / + + + + + + + \++ + + + + 9 REMOVE EXISTING TREE UNDER OR NEAR TO OVERHEAD V :54 + + + + + + / O POWER LINES. 5 ++++++++ + ++ / / IRRIGATION POND. W + a w Q VB /++ ++++++++ ++ cP 11 SHAFER VIEW TERRACE ENTRY MONUMENT SIGN, SEE DETAIL w / + + + + + + O + © A I AND 2/LI.G. CO O �1vil��ii,� 10 + �z + + + + + w, + + + + 12 3' TALL LANDSCAPE BERM 0 o IR III + t + + + d: c� IR 4 +II + + + + + N + 13 STORMWATER SHALE. R G J + + + + + + + ® + + + ( SAVE AND PROTECT EXISTING STORMWATER SHALE. �\ + �, 3 18 ---- F + + AF 14 L STAR + + + + + 2 4 - -+ + + + \ NOT PLANT 10 + + + + TREES WITHIN 10 OF AGHD SEEPAGE BED. E + + + + + + '°`F + � _ 15 AG HP SEEPAGE G B D EASEMENT R DO --------------------------------------------------------------------- __ _ ��G/iII%�V\\ + + + + + + + + + + w F R 16 SAVE AND PROTECT EXISTING TREE(5) AND TURF AREA, < w W 17 i + + + + + + + + + + + \+ i SEE DETAIL I/L1.03. o -- z + + + + + + + + + + NO + / SAVE AND PROTECT EXISTING MGBIRNEY LATERAL AND+\ + i 13015E PROJECT IRRIGATION DISTRICT PATHWAYS. o ' + + + + + + + + + + + + AND PROTECT EXISTING IRRIGATION EASEMENT + + + + + + + + + + + +\ SAVE A ---- + — 18 17 + ww o + + + + + + + + + + 4 + 19 SAVE AND PROTECT EXISTING PUMP STATION AND U^ U) cE — _ _ _ + ++++++++++ 10 ++++ + 1++ IRRIGATION IMPROVEMENTS. G �JJ + + + + + + + + + O \ ZO SAVE AND PROTECT EXISTING IRRIGATION PATHWAY. G Q 10 + + + + + + + + + + + \ 1 E + + + + + + + + + .+ SAVE AND PROTECT EXISTING FENCE. z � + + + + + + + + + AF � Z1 + + + ` SHAFER VIEW ESTATES ENTRY MONUMENT SIGN, SEE DETAIL W Q + + + + + + + + + + 1 Q + + + + + + + + + + OR 3 AND 4/LI.Oq. 0 + + + + + + ` PARK AREA ENTRY MONUMENT SIGN, SEE DETAIL I AND \ ++++++++ +++ + � 3 2/LI.08. < VJ o �+ + + + + \ ++++++ ++++ % MATCHLINE -SEE SHEET 11 _ - � - - PLANT H EDU LE _ - - - - - - +AN+ - - - '�- - - `�= - - - - - - DECIDUOUS SHADE/CONIFER/ORNAMENTAL TREES z \ + + + + + MATCHLINE - SEE SHEET L1.06 LU Q \ +t+t+t t 1 I QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS - 3-7 AD Acer platanoides 'Deborah' Deborah Norway Maple 2" Go 1. 45'-40' H $ W 11 A 15 AR Acer platanoides 'Royal Red' Royal Red Norway Maple 2" Go 1. 40'-35' H $ W II N W T LANDSCAPE PLAN - AREA FIVE 25 AF Acer x freemanif 'Jeffsred' TM Autumn Blaze Freeman Maple 2" Go I. 50'-40' H $ W 0 0 0 x LL Z E I I GD Cedrus deodara 'Aurea' Golden Deodor Cedar b'-8' Ht. 35-I5 H $ W `` w W c 19 C n J O H 30 0 30 60 CIO Wei W00�LLt7oF 10 GG Cercis conodensis Eastern Redbud 2" Go 1. 20'-20' H $ W 1 w 0 0 W Q / C7aa'WW SCALE: I"= 30'-0" I I LT Lirlodendron tullpifera Tulip Tree 2" Go1. 60'-30' H $ W III / 0°Q�c>a o m i NO 42Zm 7 J a D V ' W L C i WEED ABATEMENT NOTES. — — � 14 MS Malus x Spring Snow' Spring Snow Crabapple 2" ' 'Gal. 20-20 H $ W I a z y 41 PA Picea obies No w � TOPSOIL NOTES Norway Spruce 6'-8 Ht. 50'-25 H $ W O — — 0 2l PG Picea pungens 'Glauca' Colorado Blue Spruce 6'-8' Ht. 60'-20' H $ W REVISIONS -C I. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE I. TOP501L REQUIREMENTS: A5TM D 5268 PH RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC MATERIAL MINIMUM, FREE OF No. Date Description %) WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO STONES 1/2 INCH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. AREA 5 6 OR Quercus rubs Red Oak 2" Gal. 50'-35' H $ W III 1 Q PLANTING OR HYDROSEEDING. 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE I 27 TT T111a tomentosa 'Sterling' Sterling Silver Linden 2" Gal. 45'-35' H $ W II 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER I g g Q ©ROUND-UPA (CONTACT HERBICIDE) OR APPROVED EQUAL. LITTER, AND FREE OF ROOTS, STUMPS, ORGANIG MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER SHRUBS/PERENNIALS/ORNAMENTAL GRASSES 3. DO NOT WATER FOR AT LEAST SEVEN (1) DAYS. REMOVE EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THIS Ir EXP05ED WEEDS FROM THE SITE. REQUIREMENT. i PROJECT NO.: 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIC IRRIGATION 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED QTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT GOMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL II GA Calomagrostls x acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass #1 6'-2' H $ W 20021 B 3 CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING BE FURNISHED TO THE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE AMENDED TO \ DRAWN BY: z FOR THREE TO FIVE (3-5) DAYS. ACHIEVE SPECIFIED PH AND ORGANIG REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE �� 151 CH Col alba 'Baflhalo' TM Ivory Halo Dogwood #5 5-5' H $ W CS 5. APPLY SECOND APPLICATION OF ®ROUND-UPo TO ALL EXPOSED REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION. O m WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFAGTURER'S 4. PLACE TOP501L IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS A5 5GHEDULED. PLACE TOPSOIL DURING DRY WEATHER. us I 163 EA Euonymus alat Winged Euonymus Burning Bush #5 6'-6' H $ H CHECKED BY: U SPEC,IFIGATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED. � LEAST SEVEN (-i) DAYS. REMOVE WEEDS FROM THE SITE. 5. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: 30 HS Hemerocallis x 'Stella de Oro' Stella de Oro Daylily #I 2'-2' H $ W JB/MW A. LAWN AREAS: G INCHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. DATE: 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) 22 LA Lavandula angustlfolla Hidcote Hidcote Lavender #2 2-5 H $ W cv B. PLANTER BEDS: I8 INCHES MINIMUM APPLICATIONS, CONTRACTOR SHALL BE DIRECTED TO PERFORM 09/14/2021 o A THIRD APPLICATION. 6. FINE GRADE TOP501L TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL 224 MA Mahonia aquifollum 'Compactor Compact Oregon Grape #2 3'-4' H $ H 1. AT THE TIME OF PLANTING AND HYDROSEEDIN6, ALL PLANTING DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF C) AREAS SHALL 13E WEED FREE. PAVEMENTS AREAS FOR SOD AND I" FOR SEED. 21-7 PM Pinus mugo 'Compacta' Dwarf Mugo Plne #5 3'-5' H t WCA SHEET NUMBER 0 1. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. T A `°' 5UBBA5E, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN I� KEY MAP 130 Si Spiraea )aponlca 'Goldflame' Goldflame Sp(rea #2 3'-4' H $ W 8. ALL GRAVEL, 0 PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE STOGKPILED OR TEMPORARILY PLANED IN Ll-05 c, 85 VB Viburnum x 'Burkwoodfi' Burkwood Viburnum #5 8'-6' H $ W 9 PROPOSED LANDSCAPE AREAS TO PREVENT LAN05GAPE AREAS FROM BEING CONTAMINATED WITH ROCK MATERIALS. 500 0 500 1000 I500 L CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LAN05GAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR GO HF Wefgela florido 'Dark Horse' Dark Horse Heigelo #2 3'-3' H $ W n� TO ANY EARTHWORK OPERATIONS. SCALE: I"= 500'-0" 0) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIC;IVV S„RV-" C)V - I - V AC;CJ-�ATE SURVEYING & MAPPING + + + + + + . + LANDSCAPE LEGEND — — ++++++++++ )+,++,++ + + I++ 7 �6"- E of � N 0 6 �Tz @ O + + + + + + + + + + O �� PEz Rgti 10 + ++++++++ +++++++++ + I ;+ PLANTS TO BE INSTALLED * o?F Fc�o \ ` + + + + + + + + + AF o + t + + + + t + + + I + + + + + + + + + LA-16536 OR + + + + + + ` REMOVED PLANTS TO BE 0000 �� ' + + + + + + + + \ �/30/202P�� z + + + + + + r SAVE AND PROTECT �� NDSCN0-Qv + + + + + + +\ NN \ EXISTIN6 PLANTS o+ — Z _ ++++++ \++++ % MATCHLINE -SEE SHEET L1. 05 iI - - VISION TRIANGLE M t + + + t MATCHLINE - SEE SHEET L1.06 ---------------- 5 \ + + + + + L, ---- GUT EDGE AS DETAILED o o N + + + I � 1 18 BERM .2 N a 0 0 o + + + I _ , C C U C L > + + + t ' a ------ .'� C a ` A 3 O + + + n n ZEE 1, J J 0 0- 6-D wROU6HT IRON FENCE c o - m c L z 17 �t t + � J) o 0 w w w + + + ` w w \ + + o c U o 1 2 -2 mcblll LoU o 6'-0" VINYL FENCE 6 0 r, _ r 0 Y + + + + ct) — ,Lu E a I PROPERTY LINE (VERIFY) J w .0 J 3 0 z - - - - - - (0 L L L (0 3 O T L O L L (D 0 N W w t t+t+ \ LL a CO C� w LU w + + t + \\ / SEEPAGE BED EASEMENT - o +++++ ++ + 4 - 3 LANDSCAPE BOULDERS 0 L w wLu \ ©© MA 10 QUANTITY _ _ +t ++t++ +++++++ © JB PLANT IDENTIFICATION KEY Lu + + + + + + + + � 5 7 � '� ++ ++++ +++++++t+t ©+� PM 5 EA yg PM + + + + TURF 50D OVER Z + + + + + + + + t t +�� Q/-^� GH t+++++++ APPROVED TOP SOIL AS + + + + + + + + + +��\ _ I �t + + + + SPECIFIED.+ + U) + + + + + + +IR+ i� __ __- r-r-�-�- -+ + + t t + + t + + + + m o + + - t + + + t + t + + + + + + t + + + + + t + + + + + t + + 3" DEPTH OF 2" MINUS + + + + + + + + + + + + + + + + + + + +, + + + + + + +O+ O + Q +�+ + + ,$ CRUSHED BASALT ROCK Z K + + + +Q Q +�+n+ 4✓ + O + Q + +� j + +� MULCH OVER APPROVED + + , + + + +moo fl OF �+� +Q+ + TOPSOIL AS SPECIFIED. + 40 0 O � + 0+ +0 15 O + , + + + + 0 + + + + + p + d + �+ + W + O � ®� +0+ 15 0+ Q0 + � 0 �+ � � O� +Ot + � + q + + + + + + + Q +O+ + + �- + ++ + + + i DRY-LAND SEED MIX. SEE SEED LL 49 + + i +�+�+ -0 + O 0+ + � + +0+ Q + MIX NOTES ON SHEET LI.D7 17 + ++ , 0+t +� ++ Qt p p + + + t t W + + + + + + + + + + + + + + + + + + + + + z + + + + + + + + + + + + + + + + + + + + + + + }_ t W ' + + + + + + + + +_ ��_ + -+--- +- -� + + + + + + + Copyright©2021 I + + + + + + + - - - + + + + + + + + + + + + + - 20 t+t+++t+t+++t t CALLOUT LEGEND All or by reserved.d. Reproduction oruse in any form + + — + —�F% — — or an means without written permission of------------ ' I + + + + 20 /-1 O eckon Land and t t + + + + �,,j O O -� + t B Design,Inc is unlawful subject o 0 + + +� + o O O __ w criminal prosecution. it + O O 0 O 40' VISION TRIANGLE 4 + 21 5 20 4' BERM IN COMBINATION WITH 6' HIGH WALL. BERM/WALL a 21 N 4 ++ O 5 PM 5 VB 5 O CENT COMBEIR ELEVATION OF MERIDIAN ROADNATION TO ULTIMATELY BE "SEE DETAIER THAN L ISTING o O + 3 Vg EA Pi i \ 20 I/1-I.00. BERM AND WALL NOISE ABATEMENT BUFFER WILL a N.. / EA \ BE IN COMPLIANCE WITH ALL OF THE STANDARDS LISTED IN 7 w -------- UPC, ll-3H-40. L / + / 4 O PROPOSED Il TALL VINYL FENCE, SEE DETAIL I/L1.06. O Z STA T O PROPOSED 6-0" TALL WROUGHT IRON FENCE, 5EE DETAIL 4 I/L1.04. V J o �+ 21 5 40' X 64' MULTI-SPORT COURT AMENITY. O v 18 6 TOT LOT AMENITY (APPROXIMATELY 40' X 409. � w O / 7 16 WIDE GAZEBO SHADE STRUCTURE AMENITY. 0 z o O U 19 \ $ BOULDER RETAINING WALL IN BERM, SEE DETAIL 3/LI.08. M � w w Q 9 REMOVE EXISTING TREE UNDER OR NEAR TO OVERHEAD fl 1 1 Ir o POWER LINES. 01 w Q ' \\\� 19 10 IRRIGATION POND. V, (C) W SHAFER VIEW TERRACE ENTRY MONUMENT SIGN, SEE DETAIL O I AND 2/1-I.G. o W CO' t 12 3' TALL LANDSCAPE BERM O v z N O / 13 5TORMWATER 5WALE. ® O Q N 21 14 SAVE AND PROTECT EXISTING 5TORMWATER 5WALE. ® O 15 AGHD 5EEPAOE BED EASEMENT AREA- DO NOT PLANT TREES WITHIN 10' OF AGHD SEEPAGE BED. ., -D ' O 16 SAVE AND PROTECT EXISTING TREE(S) AND TURF AREA, O (10) \ SEE DETAIL I/L1.03. UJ < LU z SAVE AND PROTECT EXISTING MCBIRNEY LATERAL AND W O BOISE PROJECT IRRIGATION DISTRICT PATHWAY5. C) SAVE AND PROTECT EXISTING IRRIGATION EASEMENT C AREA. ° O MATCHLINE - SEE SHEET L1.06 1g SAVE AND PROTECT EXISTING PUMP STATION AND W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IRRIGATION IMPROVEMENTS. v I / MATCHLINE - SEE SHEET L1.07 CD cE O p 2O SAVE AND PROTECT EXISTING IRRIGATION PATHWAY. \ 5 Q CD O J G m Q L 21 SAVE AND PROTECT EXISTING FENCE. E `� T LANDSCAPE PLAN - AREA SIX Q SHAFER VIEW ESTATES ENTRY MONUMENT SIGN, SEE DETAIL or z z 3 AND 4/L 1.09. N 30 0 30 60 CIO Q PARK AREA ENTRY MONUMENT SIGN, SEE DETAIL I AND W Q 2/L1.08. J o SGALE: I"= 50'-0" n- 96" ON CENTER EXTRUDED POST GAP 10 PLANTSCHEDULE � (STANDARD OPTION) 91" MAXIMUM SPAN LH " DECIDUOUS SHADE/CONIFER/ORNAMENTAL TREES = 1-1/2" x 5-1/2" BOTTOM RAIL 7 GALVANIZED METAL INSERT wITH I.s" OTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS co L cn — — — — D n HOLD TOP AND BOTTOM — z RAILS IN PLACE WITH r7 3-7 AD Acer platanoides 'Deborah' Deborah Norway Maple 2" Cal. 45'-40' H 4 W 11 LIJ Q �/8" U-GHANNEL LOGK RING. \ 15 AR Acer platanoides 'Royal Red' Royal Red Norway Maple 2" Gal. 40'-35' H 4 W 11 A REMOVE TOUN&E ON ONE 12' I 25 AF Acer x Freemanil 'Jeffsred' TM Autumn Blaze Freeman Maple 2" Gal. 50'-40' H $ W II SIDE OF PANEL TO 51T 4" GONGRETE MOW5TRIP — — \ w o FLUSH AGAINST POST — I 11 GD Cedrus deodara 'Aurea' Golden Deodor Cedar 6'-8' Ht. 35'-I5' H $ W a o= w_ CONCRETE FOOTING w a W 1,tL z F O `�' N / 10 GG Gel conadensis Eastern Redbud 2" Col. 20'-20' H $ W 1 \� '' �+m°o °0 1 SCORE JOINT AT EACH _ _ AREA 6 p p y LL z c _ _ P05T I I LT Llriodendron tuli ifera Tulip Tree 2" Gal. 60'-30' ++ W III z z-p R� M / C7000W 14 MS Malus x '5pring Snow' Spring Snow Grab Q �Q W apple 2" Gal. 20'-20' H $ W I / 1.,�c °m FENCE POST, SET POST N° Q z 7 C PRIOR TO INSTALLATION 41 PA Picea obies Norway Spruce 6'-8' Ht. 50'-25' H � W J z o x ° L v 1/8" x 6" TOUNGE AND OF MOW5TRIP I 21 P6 Picea pungens '6lauca' Colorado Blue Spruce 6'-8' Ht. 60'-20' H 8 W O GROOVE PICKET PLAN VIEW 6 OR Quercua rubro Red Oak 2" Gal. 50'-35' H $ W Ill REVISIONS j 1-1/2" x 5-1/2" BOTTOM RAIL No. Date Description r %) WITH 1.5"X 1.25" N :� 5" SQUARE VINYL FENCE 27 TT T111a tomentosa 'Sterling' Sterling Silver Linden 2" Gal. 45-35 H $ W II GALVANIZED METAL INSERT POST NITH GALVANIZED METAL INSERT (TYPICAL) SHRUBS/PERENNIALS/ORNAMENTAL GRASSES �' �=III=III II—II SET FINISH 6RADE AS OTY. KEY BOTANICAL NAME COMMON NAME SIZE MATURITY CLASS 12" WIDE CONCRETE :III—III II- SPECIFIED KEY MAP �^> MOWSTRIP =III=III ° — I I GA Galamagrostis x acutiflora Karl Foerster Karl Foerster Feather Reed Grass #I 6-2 H � W PROJECT NO.: N II II =1 GONCRETE FOOTING AS 20021 V) - I— ° III= SPECIFIED 500 O 500 1000 1500 I51 GH Gornus alba Bailhalo TM Ivory Halo Dogwood #5 5-5 H 8 W B 3 _ DRAWN BY: z NOTES: L 1-1 J =1 I— ' k 163 EA Euonymus alatus Winged Euonymus Burning Bush #5 6-6 H 4 W -1 6" AGGREGATE BASE SCALE: I"= 500'-0" CS O 1. REFER TO LAYOUT PLAN FOR MOW STRIP -III- = 30 HS Hemeroca111s x 'Stella de Oro' Stella de Oro Da 111 #I 2'-2' H I W LOGATION5. — II-1 y y CHECKED BY: U =1 1= I �� I I � = COMPACTED SUB-GRADE - 2. SCORE JOINTS m IO O.G. OR AT EACH POST. -IIIillill MilliI- 22 LA Lavandula angustlfollo Hidcote Hidcote Lavender #2 2 3 H d W JB/MW CS) 3. INSTALLATION TO BE COMPLETED IN DATE: �, ACCORDANCE WITH MANUFACTURER'S 32" 32" 224 MA Mahonia aquifollum 'Gompacta' Compact Oregon Grape #2 3'-4' H $ W 0 SPECIFICATIONS. 09/14/2021 C* 4. MATCH VINYL FENCE TO EXISTING VINYL 21-7 PM Pil mugo 'Gompacta' Dwarf Mugo Plne #5 3'-5' H t W O o FENCE ON BERM OF ADJACENT PROPERTIES 130 SJ Spiraea Japonlca 'Goldflame' Goldflame Spirea #2 3'-4' H d W N SHEET NUMBER Acol VINYL FENCE PANEL 85 VB Viburnum x 'Burkwoodli' B wood urk Viburnum #5 8'-6' H $ W T � 1 SCALE: /2"= '-O" GO WF Weigela florida 'Dark Horse' Dark Horse Weigela #2 3'-3' H 8 W Ll-06 I 0 L Q i 0) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING STORMWATER POND REVEGETATION REQUIREMENTS CALLOUT LEGEND �EoF ,o ooQ4,��TzeRF- doc GENERAL OVERVIEW SEEDING O �* 40' VISION TRIANGLE o 0 THESE REQUIREMENTS OUTLINE THE RECOMMENDED GUIDELINES FOR REVEGETATION OF THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. 4' BERM IN GOMBINATION WITH 6' HIGH WALL. BERM/WALL Ell SIDE-SLOPES, BANKS, AND BOTTOMS (EXCLUDING SAND INVERT AREAS) OF NEW C W w RECOMMENDED 5EED MIX FOR USE IN UPLAND AREAS WITH WELL-DRAINED 501L5. O COMBINATION TO ULTIMATELY BE 10' HIGHER THAN EXISTING LA-16536 a STORMW4TER MANAGEMENT PONDS THROUGHOUT THE JURISDICTION OF ADA COUNTY PERCENT OF GENTER ELEVATION OF MERIDIAN ROAD, SEE DETAIL HIGHWAY DISTRICT (AGHD). THE RECOMMENDATIONS AND REQUIREMENTS DESGRIBED HERE I/LI.00. BERM AND WALL NOISE ABATEMENT BUFFER WILL �° 7/30/202 POUNDS PER LIVE PURE LIVE °c D �' ARE IN AG60RDANGE WITH THE "ADA COUNTY HIGHWAY DISTRICT 5TORMHATER BE IN COMPLIANCE WITH ALL OF THE STANDARDS LISTED IN MANAGEMENT BASIN REVEGETATION GUIDANCE MANUAL" (OCTOBER 2011) IN APPENDIX D. GOMMON NAME BOTANIGAL NAME SEED PER ACRE SEED IN MIX UDG II-3H-4D. do�q�ypS� THE FIVE MAIN GOALS FOR THE REVEGETATION OF NEW PONDS ARE AESTHETICS, NOXIOUS O PROPOSED 6'-O" TALL VINYL FENCE, SEE DETAIL I/LI.O6. WEED AND INVASIVE SPECIES MANAGEMENT, FIRE HAZARD REDUCTION, HATER QUALITY AND BLUEBUNGH WHEATGRASS P5eudoroegnerla spicata 3.7 20 Z EROSION CONTROL. REFER TO SECTIONS OF THE MANUAL AS NOTED IN THESE IDAHO FESGUE Festuca idahoen515 O.cl 15 PROPOSED 6-0" TALL WROUGHT IRON FENCE, SEE DETAIL REQUIREMENTS. INDIAN RI6EGRA55 Achnotherum hymenoide5 2.8 15 O I/L1.04. M GENERAL EARTHWORK NEEDLE-AND-THREAD He5pero5tipa somata 0.2 I rJ o N o 40 X 64 MULTI-SPORT COURT AMENITY. ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR GONSTRUGTION. ALL PRAIRIE JUNEGRASS Koeleria mocrantho 0.1 10 6 ; C) .- = N n FINISHED GRADES SHALL BE SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION THIGK5PIKE WHEATGRA55 Elymus Ianceolatus 2.5 IS TOT LOT AMENITY (APPROXIMATELY 40' X 40'). 03 C, 0 o co 0 C 73 a - SAND DROPSEED Sporobolus cryptondrus 0.07 14 7 16' WIDE GAZEBO SHADE 5TRUGTURE AMENITY. ° L E E a to 3 r BETWEEN NEW AND EXISTING GRADES. REFER TO GRADING AND DRAINAGE PLANS FOR s E ��- a co Iu l m a Q E T .� ccb c-D - w ADDITIONAL REQUIREMENTS. IF NATURAL TOPSOIL OCCURS AT VARYING DEPTHS ON THE SANDBERG BLUEGRASS Foci secunda 0_2 ID a) o ❑ E o , BOULDER RETAINING WALL IN BERM, SEE DETAIL 5/LI.08. C Q a = = Y co 0 � Y PROJECT SITE. THE TOPSOIL SHOULD BE EXCAVATED AND STOCKPILED AT DESIGNATED TOTAL10.47 100 c c°i o °-� a 1 cb N `o v o W m .- ca STORAGE AREAS PRIOR TO THE PROP05ED GRADING OPERATIONS. O REMOVE EXISTING TREE UNDER OR NEAR TO OVERHEAD _> o 3 cu o , z FIBER MULCH MATERIAL POWER LINES. v W s _ 3 r co ro s . . . . . . 3Wa mCD N SITE ASSESSMENT GROW NUTRIBASE FROM QUATTRO ENVIRONMENTAL, A GOMPOSTED POULTRY BASED MULCH \\ I IRRIGATION POND. _CONTRACTOR SHALL ASSESS THE EXISTING SOIL CONDITIONS TO IDENTIFY ANY MATERIAL FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THEBARRIERS TO A SUCCESSFUL ESTABLISHMENT OF THE DESIRED SPECIES DUE TO CONDITIONSRATE OF 2000 LB5. PER ACRE. MATCHLINE - SEE SHEET L1 .06 SHAFER VIEW TERRACE ENTRY MONUMENT SIGN, SEE DETAIL N L AT THE SITE. REFER TO ASMPRGM 5EGTION 3.5 FOR VISUAL AND FIELD ASSESSMENT SOIL I AND 2/LI.G. ORGANIG SOIL AMENDMENT MATCHLINE - SEE SHEET L1.07 GHARAGTERI5TIG5. IF VISUAL A55E55MENT OF SOIL INDICATES ANY UNUSUAL 501L 12 3' TALL LANDSCAPE BERM m GROW NUTRIBOOST FROM QUATTRO ENVIRONMENTAL (OR APPROVED EQUAL) APPLIED AT 5 GONDITIONS, THE CONTRACTOR SHALL HAVE THREE (5) SOIL TESTS PERFORMED BY A GALLONS PER ACRE. 13 5TORMWATER SHALE. , QUALIFIED SOIL ANALY515 LABORATORY. THESE RESULTS WILL DIRECT THE PREPARATION OF THE SOIL FOR THE REVEGETATION AGTIVITIES. TAGKIFIER 14 SAVE AND PROTECT EXISTING STORMHATER SHALE. Z CONTRACTOR SHALL ALSO ASSESS THE EXISTING HYDROLOGICAL CONDITIONS IF ANY MULCH TAGKIFIER SOIL STABILIZER - EGOLOGY CONTROLS M-BINDER. TAGKIFIER APPLIED 18 AT THE RATE OF 80 LBS. PER ACRE. 15 AGHD SEEPAGE BED EASEMENT AREA- DO NOT PLANT AND THE PROPOSED TOPOGRAPHY OF THE PROPOSED POND. REFER TO ASMPRGM SECTION GRANITE SEED TREES WITHIN 10' OF AGHD SEEPAGE BED. o 5.4 AND 5.5 FOR ADDITIONAL INFORMATION AND GONDITION5. 16cf7 WEST 2100 NORTH 21 P.O. BOX 1-7-716 SAVE AND PROTECT EXISTING TREE(5) AND TURF AREA, SITE PREPARATION LEHI, UTAH 84043 SEE DETAIL I/L1.03. z 0 K I-800-768-4433 17 SAVE AND PROTECT EXISTING MCBIRNEY LATERAL AND 0 TOPSOIL REQUIREMENTS AND PREPARATION (OR APPROVED EQUAL) B0I5E PROJECT IRRIGATION DISTRICT PATHWAYS. , Z Z w DRILL SEEDING 18 SAVE AND PROTEGT EXISTING IRRIGATION EASEMENT w REUSE EX15TINO TOPSOIL 5TOGKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED DRILL SEEDING IS RECOMMENDED IN THE UPLAND AREAS WITH SLOPES LE55 THAN 5:I. AREA. 'I TOPSOIL WHEN QUANTITIES ARE IN5UFFIGIENT. TOPSOIL REQUIREMENTS: A5TM D 5268, PH SEED DEPOSITION SHOULD BE CALIBRATED TO A DEPTH OF 0.25 TO 0.5 INCH. FULL SIZE OR O SAVE AND PROTECT EXISTING PUMP STATION AND RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC, MATERIAL MINIMUM, FREE OF STONES 1/2 INCH GOMPAGT RANGELAND DRILLS ARE REGOMMENDED. DEPENDING ON SIZE, DRILLS GAN BE 19 IRRIGATION IMPROVEMENTS. W OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT PULLED BY TRACTOR OR ALL-TERRAIN VEHICLE. DRILL SEEDING SHOULD FOLLOW Z GROWTH. CONTOURS IN TOPOGRAPHY TO MINIMIZE EROSION POTENTIAL. GONTRAGTOR'5 OPTION TO 2O SAVE AND PROTEGT EXISTING IRRIGATION PATHWAY. Copyright©2021 = TOPSOIL 5OURGE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DRILL SEED OR HYDR05EED UPLAND AREAS. Z DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, 5URFAGE SOIL, 21 SAVE AND PROTEGT EXISTING FENGE. All rights reserved, Reproduction or use in any form o or by any means without written permission of REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE HYDROSEEDING © Breckon Land Design.Inc.is unlawful and subject to 0 OF ROOTS, STUMPS, ORGANIG MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND MIX 5PE6IFIED SEED AND ORGANIC SOIL AMENDMENT IN HATER PER MANUFACTURER'S 2 SHAFER VIEW ESTATES ENTRY MONUMENT SIGN, SEE DETAIL criminal prosecution w J OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE 3 AND 4/L1.09. RECOMMENDATIONS. APPLY SEEDED SLURRY EVENLY IN TWO INTERSECTION DIRECTIONS. w SCREENED TO ACHIEVE THIS REQUIREMENT. DO NOT HYDR05EE AREA IN EXCESS OF THAT WHIGH GAN BE MULCHED ON SAME DAY. PARK AREA ENTRY MONUMENT SIGN, SEE DETAIL I AND GONTRAGTOR SHALL HAVE (3) TOPSOIL SAMPLES TESTS PERFORMED BY A QUALIFIED D 23 2/LI.08. SOIL ANALYSIS LABORATORY. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, KEEP OFF ROADS, WALK5, 5TRU6TURE5 AND AREAS NOT TO BE 5EEDED. GLEAN UP THESE o FERTILITY AND GENERAL TEXTURE BY A QUALIFIED SOIL ANALYSIS LABORATORY AND AREAS. w Y COPIES OF THE TESTING AGENCY'S FINDINGS AND REGOMMENDATION5 SHALL BE FURNISHED AFTER HYDROSEEDING IN UPLAND AREAS, TRACK IN SEED USING A CLEATED GRAWLER WITH LANDSCAPE LEGEND Z w TO THE LANDSCAPE ARGHITEGT5 REPRESENTATIVE BY THE GONTRAGTOR. ALL TOPSOIL TRACK MARKS PERPENDICULAR TO THE SLOPE. AFTER TRACKED, MULCH SLOPE WITH 2O00 SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND ORGANIC REQUIREMENTS. RE-TEST LBS. PER ACRE OF FERTILE-FIBER MULGH MATERIAL AND 80 LBS. PER AGRE OF TAGKIFIER. w TOPSOIL PRIOR TO FINAL GOMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO O TOPSOIL SHALL BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION. AFTER HYDROSEEDING IN WETLAND AREAS, DO NOT TRACK IN SEED USING A CLEATED z PLAGE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNESS AS SGHEDULED. GRAWLER. AFTER SEEDING, MULGH AREA WITH 2O00 LB5. PER AGRE OF FERTILE-FIBER * PLANTS TO BE INSTALLED 01 PLACE TOPSOIL DURING DRY HEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED MULCH MATERIAL AND 80 LBS. PER ACRE OF TAGKIFIER. 'G( r n H TO BRING 5URFAGE TO PROPOSED FINISH GRADE, AS REQUIRED V J SEEDING TIME W COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID 21 EXISTING PLANTS TO BE w GRASSES AND FOR65: 6 INGHES MINIMUM OCTOBER. IF SEEDING 15 APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION 15 REMOVED NOT REALIZED PRIOR TO FALL DORMANCY, THEN RESEEDING SHALL BE APPLIED IN EARLY SAVE AND PROTECT z 0 FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE SPRING, AS SOON AS SOIL IS WORKABLE (NOT MUDDY) BETWEEN MARCH AND MID MAY. THIS 18 s EXISTING PLANTS TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. PLANTING TIME PROVIDES THE OPTIMUM WEATHER GONDITION5 FOR SEED GERMINATION AND ��-� UJ W w TOPSOIL 5TOGKPILE LOGATIONS TO BE GOVERED COORDINATE HITH EROSION AND SEEDLING SURVIVAL RATE. SEEDING AFTER NOVEMBER 20, 'DORMANT SEEDING' INSURES V15ION TRIANGLE o SEDIMENT GONTROL PLAN. THAT THE SEED DOES NOT GERMINATE PRIOR TO FREEZING WINTER TEMPERATURES AND Ir -------------------- GUT EDGE AS DETAILED Q SEED SHOULD BE IN PLACE FOR THE EARLY SPRING RAINS. ^ W =01 ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOP501L �J J w SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK BERM I G MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLAGED IN PROPOSED LANDSGAPE TEMPORARY SUPPLEMENTAL IRRIGATION 0o AREAS TO PREVENT LANDSCAPE AREAS FROM BEING CONTAMINATED WITH ROCK THE CONTRACTOR SHALL PROVIDE SUPPLEMENTAL IRRIGATION IN SITUATIONS WHERE ,, r, 6_0 W O WROUGHT IRON FENGE O MATERIALS. GONTRAGTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSCAPE IMMEDIATE VEGETATION ESTABLISHMENT 15 DESIRED, 50GH AS HIGHLY VISIBLE SITES OR U o ARCHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. EROSION PRONE AREAS OR WHERE IT MAY BE NECESSARY FOR SEEDLING ESTABLISHMENT. 6-0" VINYL FENGE SEEDED AREAS SHOULD BE IRRIGATED USING OVERHEAD SPRAY OR ROTOR IN-GROUND Q ® SPRINKLER IRRIGATION SYSTEM. IT IS RECOMMENDED THAT, IF USED, THE IRRIGATION BE — — PROPERTY LINE (VERIFY) < - N TOPSOIL DISTRIBUTION GONTINUED FOR AT LEAST TWO (2) SEASONS. SEE IRRIGATION PLANS. J ® ONGE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH GRADING HAS BEEN - - - — - - - SEEPAGE BED EASEMENT cc _ 5 AGGOMPLI5HED, THE TOP501L SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM GENERAL MAINTENANGE AND MONITORING LANDSCAPE BOULDERS z DEPTHS AS SPECIFIED. WHERE NEEDED, 5LOPE5 SHOULD BE GRADED WITH SERRATION TO THE CONTRACTOR SHALL MAINTAIN THE SITE FOLLOWING REVEGETATION FOR THE HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND LIGHTLY GOMPAGTED W UTILIZING A SMALL CLEATED TRAGTOR MOVING PERPENDIGULAR TO THE CONTOURS OR PERIOD OF TWO (2) YEARS. THIS INCLUDES REMOVAL OF VOLUNTEER TREES AND SHRUBS, 1O QUANTITY W W ° ANOTHER METHOD WITH EQUAL GAPABILITY. IT I5 OUR RECOMMENDATION THAT ANY LITTER CONTROL, WEED CONTROL AND MOWING OF TALL GRASSES AT THE DISCRETION OF JB PLANT IDENTIFICATION KEY BS z I� 0— NECESSARY MECHANICAL MEANS OF EROSION CONTROL BE IN PLACE PRIOR TO BEGINNING AGHD STAFF. MOWING SHOULD ONLY BE PERFORMED WHERE FORKS, SHRU AND TREES � SITE 0I5TURBANGE. + C ONCE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVEGETATION SEEDING ARE NOT PLANTED. + + + TURF SOD OVER SHALL + + + + � FOLLOW IMMEDIATELY IN ORDER TO ELIMINATE 5URFAGE CRUSTING AND TO FACILITATE SITES SHALL BE VISITED EVERY TWO (2) WEEKS FOR MONITORING AND ASSESSING THE + + + + APPROVED TOP SOIL AS . ° SEEDING 5UGGE55. VISUAL ASSESSMENT BY TRAINED PERSONNEL SHOULD OCCUR SEVERAL + + + + SPECIFIED. U U a W W TIMES OVER THE THE NEXT TWO (2) GROWING SEASONS FOLLOWING THE REVEGETATION „ w o PROJECT. VISUAL ASSESSMENTS SHALL INCLUDE ESTIMATIONS OF VEGATATIVE COVER AND r n U, COMPOST ADDITION TO THE TOP501L 3" DEPTH OF 2" MINUS V, 0) ESTABLISHMENT, VEGETATION SPECIES GOMP05ITION, SOIL CONDITIONS AND HYDPIOLOC71GAL GRUSHED BASALT ROCK Q Q a, COMPOST ADDITION RATES HILL BE DEPENDENT ON THE QUALITIES OF THE COMPOST AND CONDITIONS. VISUAL ASSESSMENT WILL IDENTIFY PROBLEM AREAS WHERE REVEGETATION MULCH OVER APPROVED ° THE QUALITIES OF THE TOPSOIL. COMPOST APPLICATION RATES SHALL BE DETERMINED BY AND SITE PREPARATION EFFORTS WILL BE REQUIRED. SITES SHOULD B 21 TOPSOIL AS SPEGIFIED. E MONITORED FOR Z E U CONSULTATION WITH A QUALIFIED REGLAMATION SPECIALIST, AGRICULTURAL PROFESSIONAL PRESENCE OF NOXIOUS WEEDS AND INVASIVE SPECIES. REAPPLY HERBICIDE AS NEEDED OR A REPRESENTATIVE OF THE COMPOST PRODUCER. GONTRAGTOR SHALL HAVE ONE (1) FOLLOWING MANUFACTURER'S GUIDELINES AND MAINTENANGE PERSONNEL EXPERTISE. OTHER W SAMPLE OF THE COMPOST TESTED BY A QUALIFIED SOIL ANALYSIS LABORATORY. POST-MONITIORING METHODS ARE DESCRIBED IN ASMPRGM SECTION 8 AND SHOULD BE \ \ DRY-LAND SEED MIX. SEE 5EED 23 FOLLOWED. MIX NOTES ON SHEET L1.07 U_ J ° IF APPLYING GOMPOST, LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. RESEEDING EFFORTS SHALL FOLLOW THE SPECIFIED SEED MIXES FOR THE PROJECT 01 PROVIDE WEED ABATEMENT PROGEDURE. APPLY SOIL AMENDMENTS AGGORDING TO ALONG WITH RECOMMENDATIONS FROM ASMPRGM SECTION 6. Q 3 PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHES OF SOIL. TILL -' LH SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. APPLY SOIL AMENDMENTS DIRECTLY TREE MITIGATION. TO 5URFAGE SOIL BEFORE LOOSENING. 18 ^ 7 Q VJ LW cD — — O — — p REFER TO ASMPRGM SECTIONS 4.1.2 AND 4.1.3 FOR ADDITIONAL INFORMATION.co PER THE MEETING WITH THE MERIDIAN CITY ARBORIST, MATT PERKINS, THE Q EXISTING TREES TO BE REMOVED FROM THE SITE, WHIGH REQUIRE MITIGATION, G PROBLEMATIC SOIL CONDITIONS ARE AS FOLLOWS: \ I G A SITE INVESTIGATION AND TOPSOIL ANALYSIS MAY INDICATE THE NEED FOR — — — \ cv REMEDIATION OF PROBLEMATIC SOIL GONDITION5 SUCH AS GOMPAGTION OR NUTRIENT ONE (I) PINE TREE AT 8" CALIPER ONE (I) PINE TREE AT 12" CALIPER m 4 w 0 W U o EXCESSES OR DEFIGIENCIES. SEE ASMPRGM 5EGTION 4.2 FOR ADDITIONAL REQUIREMENTS. ONE (1) 5PRUGE TREE AT 10" CALIPER W ONE (I) 5PRUGE TREE AT 12" CALIPER `� w m o OW o 9 GCOF O ° WEED ABATEMENT ONE (1) PLUM TREE AT 16" CALIPER z w 9"z a i; o ONE (1) PLUM TREE AT 17" CALIPER \ n z 61-Y z 0 ALL AREAS TO BE PLANTED OR SEEDED SHALL HAVE WEED ABATEMENT OPERATIONS m c a o m \ �� N O u MW 7 \ .a o x PERFORMED ON THEM PRIOR TO PLANTING OR SEEDING. TOTAL CALIPER INCHES REQUIRED L (, v CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ROUND-UP (GONTAGT HERBICIDE) OR FOR MITIGATION = 75 CALIPER INGHES v z y w O i APPROVED EQUAL. DO NOT HATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED 21 q p C q 7 a) WEEDS FROM THE SITE. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM THE METHOD FOR MITIGATION HILL BE TO PLANT 38 TREES (AT 2" CALIPER) IN /'1f�C/'1 ! REVISIONS FOR A PERIOD OF FOURTEEN (14) DAYS. AT GONGLUSION OF THIS WATERING PERIOD, THE PARKWAY LANDSCAPE STRIPS ALONG LOCAL ROADS. 58 TREES AT 2" No. Date Description DISGONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. APPLY 5EGOND APPLICATION OF CALIPER EACH, EQUALS 76" CALIPER, WHIGH 5ATI5FIE5 THE MITIGATION U ROUND-UP TO ALL EXPOSED WEEDS. APPLY IN STRICT GONFORMANGE WITH REQUIREMENTS. MANUFAGTURER'5 5PEGIFIGATION5 AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST c� SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. IF ANY EVIDENCE OF WEED GERMINATION T KEY MAP > EXISTS AFTER THO (2) APPLICATIONS, GONTRAGTOR SHALL BE DIRECTED TO PERFORM A PROJECT NO.: THIRD APPLICATION. AT THE TIME OF PLANTING AND SEEDING, ALL PLANTING AREAS SHALL N 500 0 500 1000 1500 20021 B BE WEED FREE. DRAWN BY: 7 18 ■ SCALE: I"= 500'-0" CS Z m CHECKED BY: O U JB/MW U N 4 DATE: 0 21 09/14/2021 — 0 SHEET NUMBER A o T LANDSCAPE PLAN — AREA SEVEN T 0 N 30 0 30 60 q0 L1.07 L SCALE: I"= 50'-0" 0) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING WHEN PRESENT: BUD 000 POINT (A MINOR SOIL LINE WHERE STEM TISSUE o° PEE of /Fc _ TERRACE RIDGE DRIVE 7(L)x20 (W)x5 (H - PEAK) CUSTOM 1 -g ROOT FLARE/COLLAR (SWELLING AT oo° �Tz e ti CROOK IN THE TRUNK ° o ' I IDAHO PREGA5TRwww.daho rTE e a5t.com 8" GMU BLOCK BY JUST ABOVE THE TRABE AT 1TION501L LINEO ROOT TISSUE) TO 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS ( 461-6300) OR APPROVED EQUAL D SURROUND ABOVEXIME SOIL I y2" ROOT PROBE PREVAILING HIND LA-16536 %S W SOIL LINE) TO BE C° DIRECTION `� & 64 X24 STEEL SIGN BY SIGN LINE 7/30/202 - �� GONTRAGTOR. SUBMIT SHOP DRAWINGS FOR REVIEW AND Np P -� APPROVAL PRIOR TO SOIL LINE ��arSL�AooP -- - -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- --- . DOWEL INSTALLATION. #4 VERT N REMOVE DEAD/DAMAGED BRANCHES 24" O.G. AND PRUNE TO INTERNATIONAL Z STONE VENEER a D o "j SOCIETY OF ARBORIGULTURE 0 BY ELDORADO STONE, STYLE j i1) t STANDARDS; IMPROPERLY PRUNED of TO BE COUNTRY RUBBLE IN D TREES (AS DETERMINED BY THE o M M WESTERN PROFILE-GAPRI V LANDSCAPE ARCHITECT) SHALL BE s' r g z 7.5' 5' 44' 6' 44' 5' 7.5' www.eldoradostone.com OR Q D HIGHEST ROOT SHALL REMOVED AND REPLACED. DO NOT s N �, < APPROVED EQUAL BE 2" MAXIMUM `� REMOVE MAIN LEADER!! co o w BELOW SOIL. LINE. � � E a w n � L Z FINISH GRADE PER (2) #4 HORIZONTAL UTILIZE SOIL/ROOT RUBBER CINCH TIE a) a rD 00 ,E� o ccbb cD- 2 W PLANS / PROBE AROUND s 5_ U . = Y � L Y CCO AND MID-HEIGHT :s� _ _0 Fn a -0 -0 o �; z TOP AND BOTTOM o m 0 m o - of TRUNK (APPROX I"-2" 2"x 2" WOOD STAKE (LENGTH AS w In ,o L a I m N 0 U o AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE U J W U E01: m r 0 4 TO LOCATE HIGHEST ROOTBALL SEE NOTE I. SET STAKES . . . . . . 3W W mtD N ROOTS. C° PARALLEL TO PREVAILING WIND. o Z • — • • _ 0 0 o REMOVE TREE WRAP TRUNK N L J v PROTECTION, AFTER INSTALLATION v p CONSTRUCT 2" EARTH BERM AT E06E ? w OF ROOTBALL, FILL TREE RING W/ J Q MULCH, AS SPECIFIED. , (J in m 0 #4 HORIZ. @ 12" O.G. 0 3" THICK MULCH LAYER, KEEP MULCH 0 EACH WAY. REMOVE BURLAP, 3" AWAY FROM TRUNK. TWINE, AND WIRE o FINISH GRADE Ir BASKET FROM TOP w �/ / / /�/ �/�/ COMMERCIAL SLOW RELEASE � OF ROOTBALL, to- V/V/V/ /V/ � /� /�/ / Q c) AjAAjAAjA VAj A V� /A/A� FERTILIZER TABLETS REMOVE ALL NAILS, w o K _ PARK AREA MONUMENT SIGN SECTION FROM O PLASTIC FROM ROOTBALL. IF ;III — SIDES OF HOLE ROUGH I UNEVEN SYNTHETIC BURLAP IS — —III IL- UTILIZED TO WRAP BAGKFILL WITH APPROVED TOPSOIL w —III—III —III AND SOIL AMENDMENTS AS THE ROOTBALL, IT -' — III— IIII SHALL BE —III_ I— SPECIFIED. BAGKFILL IN 6 LIFTS, o � COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMPLO N 7> REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL L16HTLY AS REQUIRED, BAGKFILL 18 5' 73' S' 18' BIODEGRADABLE SOIL EVEN W/ TOP OF ROOTBALL, BURLAP SHALL BE 5' MIN. DIA. DO NOT OVER GOMPAGT!! Copyright©2021 = 4" 6" 5'-4" 6" 4" LEFT ON THE BOTTOM TREE RING All rights reserved Reproduction or use in any form w SET ROOTBALL ON NATIVE, or by any means without written permission of OF THE ROOTBALL. Breckon Land Design,Inc.is unlawful and subject to 0 -1'(L)x20"(W)x5"(H - PEAK) CUSTOM UNDISTURBED SOIL criminal prosecution W J PRECAST CONCRETE PEAKED GAP BY NOTES: w 108- PRECAST www.PPRO reca t.comEQUAL I. THE STAKING OF TREES 15 TO BE THE CONTRACTOR'S OPTION; HOWEVER THE CONTRACTOR 15 < (208-461-6300) OR APPROVED EQUAL RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGHEVER IS GREATER. ° 6" AND e" HEIGHT STEEL SIGN LETTERING ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. Y BY SIGN CONTRACTOR. SUBMIT SHOP SHAPER VIE 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY DRAWINGS FOR REVIEW AND APPROVAL THE LANDSCAPE ARCHITECT BEFORE PROGEEDIN6. PRIOR TO INSTALLATION. N 3. LAN05GAPE CONTRACTOR 15 TO NOTIFY THE LANDSGAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION W Q TERRACE OF PLANT MATERIAL. Z STONE VENEER 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR O o BY ELDORADO STONE, STYLE in F16URE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT W TO BE COUNTRY RUBBLE IN D� SLIPPAGE. 00 w H WESTERN PROFILE-GAPRI o 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. CO www.eldoradoEtone.com OR o 0 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSGAPE APPROVED EQUAL ARCHITECT IMMEDIATELY. CD I 7. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LE55 THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT iO FINISH GRADE PER o o N BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND z w — — 16' `i — — _ PLANS EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL Q REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. w / \ 6.63' ESQ' � � � 0 PARK AREA MONUMENT SIGN ELEVATION DECIDUOUS TREE PLANTING w c) c0 w 2 4 NOT TO 5GALE W = M _6' LU co 0 \ lb WHEN PRESENT: BUD V N \ \ 6.63 POINT (A MINOR Q ROOT FLARE/COLLAR (SWELLING AT GROOK IN THE TRUNK JUST ABOVE THE SOIL LINE WHERE STEM TISSUE C_ \\ \ / , / TRANSITIONS INTO ROOT TISSUE) TO ® \ \ \ _ — — / SOIL LINE) TO BE BE AT SOIL LINE. 11' 5' \ — -87'- — — i 5' 11' —III— �" `l�i�_ PREVAILING WIND _D / i I—I I APPROXIMATELY I y2" DIRECTION / /.> ABOVE THE SOIL ROOT PROBE n- � LINE 4. r UJ , / � � III—III _I _ �ti ° `,�� , ' On� i� a i w = SOIL LINE ' Y<< =� REMOVE DEAD/DAMAGED BRANCHES n 1�.��r-,�, � ILL AND PRUNE TO INTERNATIONAL =III 12" - 36" DIAMETERS ..'- SOCIETY OF ARBORICULTURE Q BOULDERS, A5 REQUIRED TOpa STANDARDS; IMPROPERLY PRUNED w w v a- 0 —III AGHEIVE DESIRED HEIGHT, ,S i L,� TREES (AS DETERMINED BY THE 0 III LOCATE PER PLANS " J` LANDSCAPE ARCHITECT) SHALL BE —III— HIGHEST ROOT SHALL ' y� yd REMOVED AND REPLACED. DO NOT 'n III III COMPACT 5UB6RADE UNDER BE 2" MAXIMUM �' � REMOVE MAIN LEADERI2 CD ! —III—III—I BOULDER AS REQUIRED BELOW SOIL LINE. a� ' fry `J Q w v l� > III III III III UTILIZE SOIL/ROOT a t fir RUBBER CINCH TIE n - -III— FINISH GRADE PER PLANS PROBE AROUND '' `' ti+"�Gav 'uo Z E v IIII '' _ '�i�yrs 2"x 2" WOOD STAKE (LENGTH AS — TRUNK (APPROX I 2 � � y � �1fy �-� Q AWAY FROM TRUNK) „ REQUIRED)-DO NOT PENETRATE _ _ d1 �c ROOTBALL. SEE NOTE I. SET STAKES W — TO LOCATE HIGHEST / PARALLEL TO PREVAILING WIND. U III III ROOTS. ��' .�."u�Y n� _ _ III III Yr p r`�Div u'I„�� REMOVE TREE WRAP TRUNK v J — — — — w PROTECTION, AFTER INSTALLATION Ill l —III _ _ _—III—III—III—III- REMOVE BURLAP, e;,,, •4�t� �� III III III III III III III—III TWINE, AND WIRE �r� �� "�� OF ROOTBALL,EFIRLL TREE RING HI GE III- 2 'j r'y" r�nr 9%n r� r n �-III— BASKET FROM TOP ' � a n ((`` -��<� MULCH AS SPECIFIED. III- x„ti �,� ,,�4• D LU z 18" - 36" DIAMETER REMOVE ALL NAILS, O w O M: `�` Q /3 OF ROOTBALL, w w w i ,,ids 1 3 z , rho 3" THICK MULCH LAYER, KEEP MULCH BOULDER, AS 5PEGIFIED, TIES, AND PLASTIC N w o �z 3" AWAY FROM TRUNK. �R LOCATE PER PLANS FROM ROOTBALL. IF � N SYNTHETIC BURLAP 15 o FINISH GRADE COMPACT SUB6RADE UTILIZED TO WRAP w w GOMMERGIAL SLOW RELEASE: m >.w Ix w o — UNDER BOULDER AS THE ROOTBALL, IT - V/V/V/ �/ /� /V/ Q H o III �% REQUIRED SHALL BE Q w VAS/A��/�A�/ /��/� ��//AA / //A//A// FERTILIZER TABLETS O °o° °W N_ - —I v/vv/vvi �iwiwi viw/vv i /vvivvi N W o 1-o z nn FINISH GRADE PER REMOVED. ONLY -III �/ / —i z °w z z 5 �= GOMPLETELY to _ _�//�// //�//A 211 �+m IS - — /�� SIDES OF HOLE ROUGH 4 UNEVEN ° PLANS BIODEGRADABLE z -C BURLAP SHALL BE —III— — — — = BAGKFILL WITH APPROVED TOPSOIL �/� — m a 2 412 W w _III_ —I AND SOIL AMENDMENTS AS .0°a 2°z m 7 LEFT ON THE BOTTOM - III= = SPECIFIED. BAGKFILL IN 6" LIFTS, 4 x D W L OF THE ROOTBALL. z w 2 O C WATER EACH LAYER, TAMP - WIDTH WIDTH WIDTH WIDTH WIDTH LIGHTLY AS REQUIRED, BAGKFILL _ _ OF BALL OF BALL OF BALL OF BALL OF BALL 27.5' 64' 27.5' III—III—III—III—I 1 - 5' MIN. DIA. TREE RING DO EVEN W/ TOP OF ROOTBALL, REVISIONS DO NOT OVER COMPACT!! No. Date Description Q IlIi1111111—III— — —III—IIIIhIIIIIIIIIII�II IIII—III U SET ROOTBALL ON NATIVE, NOTES: UNDISTURBED SOIL NOTES: I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO tR I. NOTIFY LANDSGAPE ARCHITECT WHEN PLAGIN6 BOULDERS FOR APPROVAL. INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF > 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION 5Y5TENI. WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGH EVER IS GREATER. ALL STAKING PROJECT NO.: �, tR 3. GLEAN BOULDERS OF DIRT AND LOOSE DEBRIS. SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 20021 B 4. WHEN PLACING BOULDERS, BURY Y4 TO Y3 OF BOULDER BELOW FINISH GRADE. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR 15 TO NOTIFY THE DRAWN BY: z o, �R 5. DO NOT SCAR OR DAMAGE BOULDERS. LANDSCAPE ARCHITECT BEFORE PROCEEDING. > 6. WHEN GROUPING BOULDERS, DISTRIBUTE SIZES EVENLY (I.E., IN A GROUP OF (6), 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF CS O �R (2) WILL BE LARGE, (2) WILL BE MEDIUM, AND (2) WILL BE SMALL) PLANT MATERIAL. CHECKED BY: 4 7. WHEN REQUIRED WALL HE16HT EXCEEDS THAT OF A SINGLE BOULDER, SET THE 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR F16URE BASE COURSE WITH THE LARGEST SIZED BOULDERS. CONSECUTIVE COURSES EIGHT TYIN6 METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. JB�MW U `n ARE TO BE BUILT UP WITH PROGRE55IVELl' SMALLER BOULDERS. 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. DATE: - -------------------------- 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSGAPE ARCHITECT BOULDER INSTALLATION IMMEDIATELY. 09/14/2021 � 3 NOT TO s�A�� CONIFEROUS TREE PLANTING SHEET NUMBER A cli- T PARK AREA ENGLARGEMENT N RETAINING WALL 5 NOT T° SCALE T N O 1Q 20 30 L1.08 L SCALE: I"= 10'-0" 0) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPING OOO-0113 LIOp��r�� OF �o0 0 FFt�T z @RAC Sp ° 0 0 20' LA-16536 o -7/50/202 CHARCOAL COLOR TIMBER 'PERGOLA' 2' 2'-6" 15' 2'-6" 1'-2" 1r, 1„ 11r lrl 1p 1 -2 or PO o STRUCTURE 72 72 72 72 72 �o�gNDSCAPFvo rlv �0�[WUG�� J 15'xl&"x2" SONORASTONE FLAT WALL N o _ _ _ - _ - _ CAP FROM 5TEP5TONE, ING. - - - - - - www.5tep5tonedealer.com OR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � APPROVED EQUAL. PROVIDE -- ----------------------------------------------------------------------------------- ----------- -- - - a 2, 411 1r_8.1 4U 2' 'UNDERLIGHTING' FROM GAP DOWN ONTO --_ ----------------------------------------------------------------------------------- ------- - --- - M - SIGN. - - - _ _ _ - 1 ° E M a) o GHARGOAL COLOR TIMBER 'PERGOLA' 5TRUGTURE - _ - _ - _ - - ------- - ----- - --- - - " -„ --- — a co IO o CO ° 34"x34"x2" 50NORA5TONE FLAT WALL M ° N 0 co a - - -- 13't GAP FROM STEPSTONE, ING. _-_ _ _ 2 9_ 1' 9" ° o Cu ° C0 34"x34"x2" 50NORA5TONE FLAT WALL GAP -- - - -------- -- www.stepstonedeoler.com OR - E E .m M a) E m (COLUMN) FROM 5TEP5TONE, INC. - OQ o o QO a) Q 0 0 E 0 r, 0 Y www.5te stonedealer.com OR APPROVED EQUAL APPROVED EQUAL OUo moo 9 6 -) o co 0 rL P STONE VENEER BY ELDORADO STONE, O�q : , oC O W m .o L W o N z° 01 CSA STYLE TO BE COUNTRY RUBBLE o�00 (� �� o �ODO -> ° o ° 3 cu -0 a 15' (CENTRAL HALL) FROM STEPSTONE, INC.0NORA5TONE FLAT HALL CAP " Oo0 0 0 0 'o 0 0 000 U J w c� s J � X C0 ` •', o (POLERMO) 1 c� o a 13 0 1 a L co °- o O �� www.ete stonedealer.com OR APPROVED EQUAL. www.eldoradostone.com OR APPROVED OODo 3 W W -� P EQUAL o o ;n o O . _ ■ • PROVIDE 'UNDERLIGHTING' FROM GAP DOWN ONTO I O00 O O O 0 0 SIGN. 14" AND 20" STEEL SIGN LETTERING BY L STONE VENEER BY ELDORADO STONE, STYLE TO I SIGN CONTRACTOR. SUBMIT SHOP OoOo o `i o 00�00 DRAWINGS FOR REVIEW AND "00 SHAF RVI BE COUNTRY RUBBLE (POLERMO) �� O o d ' APPROVAL PRIOR TO INSTALLATION. 00 oOoOO � , www.eldoradostone.com OR APPROVED EQUAL w I 36"t LANDSCAPE BOULDERS 00 =L= 14'x4' STEEL SIGN BY SIGN CONTRACTOR. SUBMIT i� � ��O o �0 0 SHOP DRAWINGS FOR REVIEW AND APPROVAL O FINISH GRADE PER PLANS OEO °1 q OOO 0 PRIOR TO INSTALLATION. ��o o �o FINISH GRADE SURFACE, (BERM) PER PLANS -11 11-u a-111- OQO00 0 o OO�oO ° II „--III 11=11 •• DODO 0 � o o BOO c� #5 REBAR ® 8 O.G. - DODO � �0 ° Go Co C)a C� Oo o C� C)a o 0 K (2) #5 REBAR ® 24" O.G. -III ul I \M ° �o 000 OO ° o - / •° O 00 ° z FINISH GRADE PER PLANS - I DURABIT EF REO WATER PROOF MEMBRANE FROM -° \ CD OCCD WRIMGO (OR EQUAL) Imm MINIMUM THICKNESS I OO IoO� 00 o U WRAP 2" WASHED DRAIN ROCK WTH TYPAR 3201 / oO O O �� D 00 Z FILTER FABRIC —11 II-u u- �(� o a Lu 4" PERFORATED ADS N-12 DRAIN PIPE Copyright©2021 Z All rights . Reproduction any form a reserved uction or use in rm „ SHAFER VIEW TERRACE ENTRY MONUMENT SIGN SECTION c byanymeansn, outwrittenulandsiu of 1 L Breckon Land Design,Inc.is unlawful and subject to 0 (6) #4 REBAR CONTINUOUS = - - DIMENSION REINFORCEMENT Sale: Vz o" criminal prosecution. STEM FOOTING a J _ - H �Toe T. T, vFsr z TOP #5 REBAR @) 0" O.G. LOW - ..9'. I.-0' 0'-B. I,-0. U a 2-�5 a .5• 4-14 Q 6" DEEP BASE COURSE AS SPECIFIED g'+' 2'-0• P-0. 0--B' P-0• -• 24'• *'0.6 • 4 M a 05• 2-�5• -5 0o l'-4' !rM ' B'Coe 24'O L B'O L O COMPACTED SUBGRADE 4'-4 5'-0 1'6 o'-B r-o B•o.L. 24•oz. B•oa, ' w _21-4"" _ $>n_ 1'-6" B oc. 2.� oc Z w SHAFER VIEW TERRACE ENTRY MONUMENT SIGN SECTION O Scale 3/4"= 1'-0" o l//^J 0 V/ N 0 0 a z N w 0 s IS'-2" x 12" x 2" 5ONORA5TONE FLAT Q Z o WALL GAP FROM STEPSTONE, ING. www.stepstonedealer.com OR W n w APPROVED EQUAL STONE VENEER BY ELDORADO STONE, STYLE TO BE COUNTRY RUBBLE (POLERMO) CD ^ (0 W < o Q www.eldorado5tone.com OR APPROVED vJ 3'-8"t EQUAL co I5'x20"x2" SONORASTONE FLAT WALL GAP FROM 18' W O W 0 5TEPSTONE, ING. www.etep5tonedealer.com OR 14" AND 20" STEEL SIGN LETTERING BY APPROVED EQUAL. SIGN CONTRACTOR. SUBMIT SHOP / \ Q o DRAWINGS FOR REVIEW AND �� • �0 �� N V STONE VENEER BY ELDORADO STONE, STYLE TO APPROVAL PRIOR TO INSTALLATION. �o O� O� OD O� OD �D — N _ o (_� o 0 0 13'— o o o BE COUNTRY RUBBLE (POLERMO) o OOo 0 0 0 0 0 CD Q �I www.eldorodostone.com OR APPROVED EQUAL 36"f LANDSGAPE BOULDERS o - ® 14'x4' STEEL SIGN BY SIGN GONTRAGTOR. SUBMIT I GAP TO MATCH OTHER MONUMENT SIGN c L SHOP DRAWINGS FOR REVIEW AND APPROVAL GAP ABOVE. OOOOo CN o O� PRIOR TO INSTALLATION. I SHAF R VI PLANTER MADE OF RECYCLED GMU o000 Q�O W #5 REBAR m 8" D.G. BLOCKS FROM EXISTING SIGN/SITE. �000 O^�j� Q W o PLACE EXISTING UPLIGHTING IN THI5 ��7 z (2) #5 REBAR @ 24" O.G. 1 d PLANTER. o 000 U Oo OOOo 0 r n M FINISH GRADE PER PLANS FINISH GRADE SURFACE, (BERM) PER PLANS O ��O �00 M o GAP TO MATCH OTHER MONUMENT SIGN GAP L III—II II-u of iu=� o� o o ABOVE. u u fY LJCD ,n U U Z . ° 0 PLANTER MADE OF RECYCLED GMU BLOCKS FROM l i I ° • OD C O 0 ° W W L EXISTING SIGN/SITE. PLACE EXISTING UPLIGHTING IN CO (S7 —III—I —I ° ° THI5 PLANTER. _ _ - Oo o ° \ J E a FINISH GRADE PER PLANS = III-IIIII T I ' N a DURABIT EF REO WATER PROOF MEMBRANE FROM _uu I co WRIMCO (OR EQUAL) Imm MINIMUM THICKNESS °' WRAP 2" WASHED DRAIN ROCK WTH TYPAR 3201 J III—IIII_ 10 FILTER FABRIC I 6' 6' 6' Q 310111 — —4" PERFORATED ADS N-12 DRAIN PIPE � IIIsw �° 4 SHAFER VIEW TERRACE ENTRY MONUMENT SIGN SECTION -O — , III 1 W (6) #4 REBAR CONTINUOUS 11 11-11 T II -u DIMENSION RsEIINNFORCEMEE�NTT Scale: I/2"= I'-O" Z NO — _ X FEEL TOE T, Tr VERT. will- up ism U #5 REBAR ® 8" O.G. �. 2�• a5• - > 3'-4' 1'-0' 1'-0' O'$' I'-0' 4-" p 6" DEEP BASE COURSE AS SPECIFIED s'r 2'-0 I-0 o'B I'-0 1"t• O.C. 16 4"4 W Q '..• Y-4• 3'-0' I�B• O'-8' I'-0• 8.OL. 24.OL. W O.G, GOMPAGTED 5UB6RADE •1'4• s-0• "°' o'-B• ''-0• B•oc 24•OZ. B'°oc "4 II'-4' S'�' Ib• I'-0' I'-0• ".0 24.O.L. 2'-4"= = 8" =V-6" 0 3 SHAFER VIEW TERRACE ENTRY MONUMENT SIGN SECTION ° a N° x�Z U N Scale. 3/4 I'-O" T W 'O O y LOUG 7j yC1 t7WZwo Q -CmZ H�1O'd' `aja>QOm .0 42zm J Q D V W Z C J OK 2 W O n REVISIONS ' No. Date Description r Q U PROJECT NO.: 20021 (n B 3 DRAWN BY: Z a� CS OU CHECKED BY: Y U 0 DATE: 0 09/14/2021 C* 0 0 N SHEET NUMBER o T TERRA L1.09 U N_ O L Q 0) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC S\0N°L EN PROJECT DESCRIPTION °��G`STE �� DISCLAIMER. A. PURPOSE PRELIMINARY j THESE 51TE DISTURBANCE PLANS HAVE BEEN PREPARED FOR THE CONTRACTOR/ CONSTRUCT A RESIDENTIAL SUBDIVISION AND ALL A550GIATED SITE IMPROVEMENTS AS 2. DRAINAGE DURING GON5TRUGTION NOT FOR OWNER IN FULL COMPLIANCE WITH THE GOVERNING AUTHORITY'S SITE DISTURBANCE SHOWN ON THE SITE CONSTRUCTION PLANS PREPARED BY BREGKON LAND DESIGN, INC. DRAINAGE WILL BE CONTAINED ON SITE. EXISTING VEGETATION WILL BE PRESERVED TO EROSION AND CONSTRUCTION ° ORDINANCE. THE REQUIRED REGULATORY ITEMS HAVE BEEN INCORPORATED INTO THE EXTENT PRACTICAL TO HELP PREVENT EROSION. SILT FENCE WILL BE INSTALLED i r THIS PARTICULAR PROJEGT IN GOOD FAITH. BREGKON LAND DESIGN, ING. CAN NOT B. LOCATION ALONG PORTIONS OF THE SOUTHERLY PROPERTY BOUNDARY TO PREVENT RUNOFF ONTO F OF \V r BE HELD RESPONSIBLE FOR INACCURATE BASE INFORMATION PROVIDED BY OTHERS, GENERALLY, THE 5UBJEGT PROPERTY IS LOCATED ON THE EAST SIDE OF S. MERIDIAN ADJAGENT PROPERTIES. DROP INLET INSERTS AND GRAVEL BAGS OR FIBER ROLLS WILL SEDIMENTATION- UNACCEPTABLE CONSTRUCTION METHODS, ORSITE MODIFICATIONS MADE WITHOUT ROAD AND ON THE SOUTH 51DE OF E. QUARTZ CREEK ST. IN MERIDIAN, IDAHO. THE BE INSTALLED IN ALL EXISTING AND PROP05ED CATCH BA51N5. o CONSULTING BRECKON LAND DESIGN, INC. ALL LIABILITY WILL BE A55UMED BY THE PROPERTY IS SITUATED IN A PORTION OF LOT 4, BLOCK I, SHAFER VIEW ESTATES CONTROL LEGEND Z OWNER/GONTRAGTOR IF A FINAL INSPECTION OF THE PROJECT HAS NOT BEEN SUBDIVISION, BOOK 54, PAGES 9403-cI404, RECORDS OF ADA COUNTY, IDAHO, LYING IN 3. POST CONSTRUCTION o PERFORMED BY BRECKON LAND DESIGN, INC,. AND IDENTIFIED DEFICIENCIES THE THE NORTH 1/2 OF THE SOUTHWEST 1/4 AND WEST 1/2 OF SECTION 31, TOWNSHIP 3 NORTH, ALL TREATMENT AND RETENTION OF STORM WATER WILL CONTINUE ON SITE. STORM WATER GORR:EGTED BY THE GONTRAGTOR:/OWNER. RANGE I EAST, 13015E MERIDIAN, ADA COUNTY, IDAHO. WILL BE ROUTED OVERLAND VIA CURB AND GUTTER TO CURB INLETS WHERE IT WILL. BE DRAINAGE FLOW DIRECTION M RELEASED AND TREATED DRAINAGE 5WALE5. A LESSER PORTION OF STORM WATER (THAT GRADE BREAK o E N ° THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR G. SITE DESCRIPTION AND DRAINAGE WHIGH FALLS DIRECTLY ON LANDSCAPED AREAS) WILL BE ALLOWED TO PERCOLATE GRADE BREAK LINE C U C > ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON CURRENTLY THE 51TE IS FARMLAND AND A5506IATE0 5TRUGTURES. THE 51TE IS GENTLY DIRECTLY INTO THE GROUND. ALL STORM WATER RETENTION AND TREATMENT DEVICES — ce— — — ce— — — o co o SLOPED NORTH AND NORTHEAST, RANGING BETWEEN 2% AND 10%. THE SITE IS BORDERED ARE DESIGNED TO HAVE A MINIMUM OF 3-FEET OF SEPARATION BETWEEN THEM AND THE PROPOSED CONTOURS 03 REGORD5 OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, 1050 �L a C r, 3 M. w BY S. MERIDIAN RD TO THE WEST, THE MCBIRNEY CANAL TO THE SOUTH, FUTURE SEASONAL HIGH GROUNDWATER. SEE THE GRADING AND DRAINAGE SHEETS FOR MORE E - ASABEIN6 EXACT ORMENTS EN IN THE GOMPLETEIELDE THE CONTRACTORITION 15 NOT TOMUST GALL ELOGAL RELIED RESIDENTIAL TO THE NORTH, A DRAINAGE DITCH TO THE NORTHEAST AND FARMLAND TO - — — -1 050- — - EXISTING CONTOURS a) cn o T .'F o coo W � 2 w INFORMATION. THE EAST. 6 C6 r, o r co G L LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST o = - D. DISTURBED AREA CONSTRUCTION LIMITS, EXTENTS w -0.N a o -0 -0 o N Z° E ° EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF I. EXISTING DRAINAGE OF SITE DISTURBANCE '- r- ° � r 3 cu o m Z THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHIGH CONFLICT WITH THE TOTAL DISTURBED AREA WILL BE APPROXIMATELY 2 1.80 ACRES. v w c�s r m ro s PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DRAINAGE IS FLOW5 TO THE NORTH AND INTO A WASTE DITCH ON THE NORTHEAST OF THE TOTAL PROPERTY AREA IS APPROXIMATELY 28.55 ACRES. 3 w 0- w CD PROPERTY. THE LIGHTLY VEGETATED, SOIL ALLOWS MOST STORM WATER TO PERCOLATE *00INTO DEEPER, FREE DRAININGSOILS. RUNOFF THAT DOES DEVELOP 15 CAPTURED BY EXISTING PLANTS TO REMAIN • - ■ • - EXISTING DRAINAGE DITCHES LOCATED AT THE EAST AND WEST PROPERTY LINE. N L IP INLET PROTECTION. PRIOR TO CONSTRUCTION O INSTALL SEDIMENT BARRIER PER STATE OF IDAHO ' -� CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES BMP #21. MAINTAIN UNTIL ALL , _ CONSTRUCTION IS COMPLETE. REMOVE SEDIMENT \ BUILD UP AS NEEDED.10 o T \ \ IN TURF AREAS PROVIDE: FILTER FABRIC, FENCE INLET FILTER OR APPROVED EQUAL. o 2 — — — - — -- — —op IN ASPHALT AREAS PROVIDE: DANDY BAG OR� ® \ \\ DANDY CURB BAG OR APPROVED EQUAL Q + + + + + + + + + + + + + + + + + + + + + + + + O ��O c + + + + + + + + + + + + +++ + _ ++ \ \ �\ \ (800) 5q1-2284, www.dandyproducts.�om o K �� + 7IIP \ STABILIZED ENTRANCE. PRIOR TO GONSTRUGTION ° 1 + + + + + + + + + + + + + + + + + + + O + + + + + + + + + + + + + \� \\\ \ INSTALL AND MAINTAIN 50 FEET OF 6" MINUS PITRUN , Z + + + + + + + + + + + + + + + + + + . . . + + + + 1 + + + + + + + + + + + + + + + 1 + + + + + \ \\\ ® MATERIAL AS INDICATED PER THE STATE OF IDAHO w + \ \ \ GATAL06 OF STORM WATER BEST MANAGEMENT = + + PRAGTIGES BMP #5. THIS SHALL BE MAINTAINED LL + 2T26 \ \\\\ \ o I I + �6.` C`'� THROUGHOUT CONSTRUCTION UNTIL BASE MATERIAL w IS INSTALLED. PROVIDE 5WEEPING DAILY OR AS w I I + + IZi2� + \� \\ NEEDED TO REMOVE ANY TRACKING OF MUD w + + \ t \\ AND/OR DIRT ONTO EXISTING ASPHALT. Copyright©2021 Z 1 \ \ All rights reserved, Reproduction or use in any form ❑ + �+ + / _ \ t�j\ FIBER ROLLS OR STRAW WATTLES. INSTALL FIBER or by any means without written permission of 2b \1 \ (° ® ROLLS AS INDICATED PER THE STATE OF IDAHO erection Land Design.Inc.is unlawful and subject to 0 J 2 [� I 4 O \ 6 O + + 2129 c'> 2 \ 6 GATAL06 OF STORM WATER BEST MANAGEMENT criminal prosecution w + \ PRACTICES BMP #24. o II I \ + 1 \ W CONCRETE WASHOUT LOCATION. \ + + 2J3� + / O / ` \ �\ O 01 HAZARD MATERIALS STORAGE AREA WITH SPILL � a + 2�32� 2729 KIT AND WASTE CONTAINER. o + + �2731 \ CONTRACTOR PARKING AREA 2732 730 �� 0 i—+ — — +_+ STAGING AREA FOR EQUIPMENT AND MATERIAL s + / STORAGE, BMP #2. H + Cl ° 4� ® PORTABLE RESTRODM LOCATION C0 z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + POTENTIAL RECEIVING WATERS POINT OR SITE + �' +� \ ® DISCHARGE POINT. z ° �� 0 Q -2733 + + \ \ POST CITY ISSUED EROSION CONTROL AND STORM W A35— + ++ ® WATER MANAGEMENT SIGN z 0 —2734- _ ++ P ��3\ / \ ® PROVIDE GRAVEL BAG AT FLOW LINE OF w I --- _ +' + IP + �, CURB/GUTTER AT THIS LOCATION. 13 -z�35- 12 ++ + ,+ \. U) co W a _ ++ + , + - CALLOUT LEGEND UJ � > 0 Q + + + + + \ / 1 PROPOSED LAWN AND LANDSCAPING FINAL W O `J � i7 / — ++ + + ++ / \ \ 0 STABILIZATION, BMP #55. U o 16 15 2737 ` / + >? ++ / ` 2 EXISTING IMPERVIOUS AREAS TO REMAIN. Q N / 2739 ` + ++ �;� + +++ + \ \ $ PRESERVE EX15TING VEGETATION, BMP #3 o i 2/40— / u'� \ :�E W N J �� _ .2741- / _ c uu, cv / o �2738- �/ I _ - T VC, _ - � �-I� + + W 2_ _ _ — _— — _ _— UJ — \ ESC MATERIALS %�� — —=- - - - \ �'� + ` � LEGEND QW j �� =�—� — — � A \ + + � � ' � \ �� _ \ / vi — �� + U � �� + I W W C ,� 2740. j A/�� + + V -� - o � � �� INFILTRATION BASIN, � � ,��( + + BMP #38 V6 STABILIZED - `+ �� \ \ \ ^ * �� I CONSTRUCTION W O yA� ENTRANCE, BMP #5 T _ \ LL J q +++++++++++++++ PROPOSED LANDSCAPE +++++++++++++++ AND TURF AREAS, BMP 6 \ \ \ ` �� \ 8 + + + + + + + + = O F- � � � v 3g � � � + + + + + + + #21-23 + + + + + + + a + PROPOSED DRYLAND SEEDING AREAS (B W W 1 + + \ �� ter, \ I / 1 #21) OR 'GORILLA-SNOT' SOIL STABILIZER D CIDv I+ ca 'SOILWORKS' APPLIED PER MANUFACTURE G LU + +++++ +++ `Jw 11 I RECOMMENDATION (BMP #19) G N + + + + + + Q + + + W + + ++-� + + + + + + 11 y + + + + + + + + + + + + + I I STAGING AREA ,c a U W w U IV I 2 + + a +O+ �O + ® Q0 A +'- �'%40�® POf 1 BMP #2 op�F ow I IL W LLZH O %� C O Ot7� C3 ® �O+ �00 +OC3�Q0 O I / 1 WWG�O7oj OMJ213� C� ®O JF DO JO+��P Ob� �4��0+0 �`� ZW�aZ0- IN� Cry �p �O C �4000�00 /`�0�� 400O p �� z��Y�� II O{O LFr ®��< `+0 Q GF \ �/� mQt7000WW I NO�V�Z� I I •F + + t + + + + + + + + + / I/ DLU U t _ter T �F +- — —i 4—Y ++ + LU + J �++++++++++++ ++++++++ + + O_ II ��+ REVISIONS I + W ++ No. Date Description Q + + � \ PROJECT NO.: IP \ \ 20021 O DRAWN BY: CS 0 _ IP ® CHECKED BY: ® JB/MW U CIDo � 09/14/2021 o N \ \ p \ \ SHEET NUMBER A o EROSION & SEDIMENT CONTROL PLAN T T 50 0 50 IOQ 150 L2.01 0 N 5GALE: I"= 50'-0" cn 1 12 13 14 5 16 17 8 19 110 111 112 113 114 115 1 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC SS�o�L ENc y I _• � M EP EP EP EP EP - - EP EP EP EP EF— EP EP — —EP Ep PRELIMINARY j r Fin - - - - - - y — 2 - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - 2 - - - - - - - - - - EROSION AND NOT FOR w 2� CONSTRUCTION a F OF �Ur + + � + + + + ° . �_ + + + + + t _ + + + + + + + + + + + + + + + + + + + + + + + +` , + + + + + + + + 1 + + + + + + + + + T + + + + + + + + + SEDIMENTATION- "J �ohF, 7Ii 1 1+ + + + + + + + + + + + °+ ° °� � + + + + + + + + + + + + + + + + + + + + + + + + + r + + + + + + + + + + + + + + + 1 + + + � + + + + + c + + + + + + + CONTROL LEGEND z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +' + a` o ' 2 L 1 1 1 �1 ��+ + j j L- J�k ' ;�k k 1 1 L ' �L \\ + + ~ W I I + + + + + + DRAINAGE FLOW DIRECTION M w 1 y^} ry1 /p V V _ V O- lj8- L p = y� ZQ M °°�40° aJ O + I ++ ++ I GRADE BREAK GRADE BREAK LINE °' o = CLa 0 I I I ° fl�'� +++ I I I I I I I I + + + + + + +1 1 t � w� o � o 14 O U40 ® + + + + �50 PROPOSED CONTOURS L _ cu n 3 o w I Qo°�4�0°�' +++1 I I I I I I I I +++I I - - - a) E M 2 w O —1 050- — EXISTING CONTOURS Q cn E ' I -0 4C' 0 +++ + + + + c " oL.� a DoIM z o o o� �o + 8 + GONSTRUGTION LIMITS, EXTENTS U � _E _ = Y Y ~ p t>� + O O © O ® O O O O 2 OF SITE DISTURBANCE '- Cr ° ra.21 r 3 cu o Lo z w m._ + + + + �s + + U J W CJ J L LID (0 ' 11 +++++++ + I I I I I I I / \ I + + + + ++I *00 EXISTING PLANTS TO REMAIN �� I it " ' I 1 I � Il �o�ll / ( + + + + I I I I I I I I � -- + I ❑ r I I + + + + INLET PROTECTION. PRIOR TO CONSTRUCTION + IP INSTALL SEDIMENT BARRIER PER STATE OF IDAHO m / I I +++++ ++ + + ++ + + + CATALOG OF STORM WATER BEST MANAGEMENT , IW + .. + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + �+ PRACTICES BMP #2I. MAINTAIN UNTIL ALL � n + \ CONSTRUCTION IS COMPLETE. REMOVE SEDIMENT 38 \ BUILD UP AS NEEDED. o + m m IN TURF AREAS PROVIDE: FILTER FABRIC, FENCE I11 I I II 2734 2735 / 2736 2737 \ INLET FILTER OR APPROVED EQUAL. m III -I� I 1 I IN ASPHALT AREAS PROVIDE: DANDY BAG OR 1< T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + DANDY CURB BAG OR APPROVED EQUAL a+ Y&vc cindyproducts.com I / + + + + o + + + + ° + + + + + + + ...+ S STABILIZED ENTRANCE. PRIOR TO GONSTRUGTION O I I I / + + W + + + + + + 1 INSTALL AND MAINTAIN 50 FEET OF 6" MINUS PITRUN , Z / I 1 + + + + + + + + + + w _ + + + I 1 + + + + + + + + MATERIAL AS INDICATED PER THE STATE OF IDAHO �JS + I I I 2�35 I + + + + + + + + + + I ® GATALOG OF STORM WATER BEST MANAGEMENT = I 11 _ + + + + + + + ' / + I I I+ + + + + + + + ++I PRAGTIGES BMP #5. THIS SHALL BE MAINTAINED o + +++1 O — ^ O © I+ + + + + + + + + + + THROUGHOUT CONSTRUCTION UNTIL BASE MATERIAL N — + + + + + + + + + 1 IS INSTALLED. PROVIDE SWEEPING DAILY OR AS + +++1 1++ 20 19 +++ + + 1 . $ ++ + +++ NEEDED TO REMOVE ANY TRACKING OF MUD Z + + + + + + AND/OR DIRT ONTO EXISTING ASPHALT. + + + + + Copyright©2021 Z '6 + + + + + + \ `F ^ All rights reserved, Reproduction or use in any form ❑ I I I I I+ ,� I FIBER ROLLS OR STRAW WATTLES. INSTALL FIBER or by any means without written permission of 2b + + + + / Breckon Land Design.Inc.is unlawful and subject to 0 ROLLS AS INDICATED PER THE STATE OF IDAHO + I I I+ +� + I criminal prosecution w + 1 + + u� + +�� +- �� + + CATALOG OF STORM WATER BEST MANAGEMENT # a PRACTICES BMP 24. + + + + + + + + + + + + ❑ z I III + +++I W CONCRETE WASHOUT LOCATION- o >� r + + + + + + + + + + + + + + + + + O LL + +++ ++++ + + + + + + + + + + + ++n4++ ++++ HAZARD MATERIALS STORAGE AREA WITH SPILL Q + + + + + + + + + + ® KIT AND WASTE CONTAINER. ' I \ + I + + + + + + + + + + — — — — — — + + + + + I Z + + + + + + + + + + + + + + + ' + I I+ + + + + + + + + + + + + + + P CONTRACTOR PARKING AREA w I I 1 + + + + + + + + + + + + + + + + + + + + I / -- — — . . . . 0 z + +I 10 I 1 + + + 7 + + + + + + + + + + + -- ` ® STAGING AREA FOR EQUIPMENT AND MATERIAL o —�-� + + I + + + + + + + + + + + + + + + STORAGE, BMP #2. I I 1 ^ N v J LL H III + + + + � + + + + +� � � �_ — I, + 1 + + + + �+ + + + + + / -�� ++ ® + +++++++ ++++++ + �$ +++++�+/' / r _ PORTABLE RESTRODM LOCATION I + > o 1 5 + + + + + + + + +X�a / __�� POTENTIAL RECEIVING WATERS POINT OR SITE O _ z I+ ++++++ *� ++�+, � DISCHARGE POINT. o 1+ + + + /++ +++ + �� x ' + POST CITY ISSUED EROSION CONTROL AND STORM w ++� Z ® WATER MANAGEMENT SIGN z 39 + + + �+ J + + ``� \ + + i , + PROVIDE GRAVEL BAG AT FLOW LINE OF N 2 - + ® CURB/GUTTER AT THIS LOCATION. �� n UJ - _ + +� , �� + ++ 17 / �� CALLOUT LEGEND � > 0 Q �\ + 2�4 �+ / PROPOSED LAWN AND LANDSGAPING FINAL UJ O A + +� + / � 0 STABILIZATION, BMP #55. 0 N + a• + �+ + + + — + + Co -� ( / + �\ �+ + + + + + C) / N \ \ + + + 16 2�39/ EXISTING IMPERVIOUS AREAS TO REMAIN. Q ^ o I + + 2 j42 ` �+ + + + + + + + 5 + + / /�/ / L•L z I I + `j _ _ \ \ \ `� + + + + + + + + + PRESERVE EXISTING VEGETATION, BMP #3 cv + II + �• + +�+ + + + + + + + , / /� / / �/ W o + \ \ + + + + + + + ., o + I +++1 >`� V A� �� ++++��++ / i �/ 14/ // / 2 / ; / i--�--i Q �/ W F i F ++-+ � � _ _ � . � � _ --- _ �.� / / ESC MATERIALS - 00- 0 z I 4 — —Mft — LEGEND OC Q UJ cn4n. + 'III"` w w U C + \ I 0 \ I t II I ` I `\ / I INFILTRATION BASIN, 2 U) 06 + I ++� �2745— ' \ \ / BMP #38 > II. fiI I+co + \ \ / STABILRIZED \ I + + \ + I + + \ \ / 1 �\ ENTRANCE, BMP #5 < 0 I501 + I I I + —2747- \ \ I � 2743,70 PROPOSED LANDSCAPE _ — +++++++++++++++ V J + \ ++ + \\ // \ _ _ _ +++++++++++++++ AND TURF AREAS, BMP O C+/ O N� L- ` I I I I h•l \�7 \ 1 + + + + + C d \ � + + + + + + + + + + + + + + + #21-23 + + + + + + + + + + _ EP EP PROPOSED DRYLAND SEEDING AREAS (B W W I + + + + + + + + + + + EP #21) OR 'GORILLA-SNOT' SOIL STABILIZER DCID \ / 4 n EP — _ — — — _ 'SOILWORKV APPLIED PER MANUFACTURE 5 u' F + + + + + + + + + + EP _ RECOMMENDATION (BMP #19) + + \ + + + + + + + + EP m r + + + �+ + + + + + +\ EP ` (D �� + + + + + + + + STAGING AREA b '�c i + ° yWpWp9— ® / \ + + + + + �- BMP #2 0 0 -1—LL Z H O ?C1V)zt7W?�P � + + + nQC7000WW Qom NO Qzzm � � � � � map t t t t r �) + + + + QZ>.W JQOk �W z + + + + REVISIONS s + + + � � �+ + + No. Date Description Q ® + + + <n 1 I + + + PROJECT NO.: I + 20021 (n B DRAWN BY: z A) + > � �` CS O CHECKED BY: I JB/MW U N � � o DATE: o \ 09/14/2021 o SHEET NUMBER A 0 EROSION & SEDIMENT CONTROL PLAN T T °' 50 O 50 00 I50 L2.02 N SCALE: 1"= 50'-0" cn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYING & MAPPINC E EN oF�S \STER EROSION & SEDIMENTATION TOPSOIL NOTES 2 - 3" LAYER OF 5TRAW IF BEING i USED TO COVER THE SOIL PRELIMINARY '�� CONTROL NOTES 1. TOP501L REQUIREMENT5: A5TM D 5268, PH RANGE OF 5.5 TO 7, FOUR SURFACE FOR AN EXTENDED �' NOT FOR PERCENT ORGANIC, MATERIAL MINIMUM, FREE OF STONES 1/2 INGH OR PERIOD OF TIME (GREATER THAN w LARGER IN ANY DIMENSION AND OTHER EXTRANEOUS MATERIALS _ _ _ _ _ _ _ _ _ _ _ _ _ 2 WEEKS) AND ADDITIONAL i DRAIN INLET CONSTRUCTION ° III-III-III-III-III-III-III-III-III-I -I = -� 1. ALL ACCESS POINTS FROM THE SITE TO PUBLIC,, DEVELOPED ROADS HARMFUL TO PLANT GROWTH. I= EARTHWORK IS EXPECTED IN THE ; } 'iF OF C1W SHALL BE STABILIZED AS PER BMP #5, SEE DETAIL. 2. TOPSOIL SOURCE: STRIP EXISTING TOP501L FROM ALL AREAS OF THE -III-III-III-III-III-III-III- - - - - -� FUTURE2. SILT FENCES SHALL BE INSTALLED WHERE NEEDED, SEE DETAIL (BMP#25). SITE TO BE DISTURBED. TOP501L SHALL BE FERTILE, FRIABLE, NATURAL III III DANDY BAG, Y B 3. ALL DRAIN INLET SHALL BE PROTECTED, SEE THE INLET PROTECTION LOAM, 5URFAGE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, FINISH GRADE 1 A5 5PEGIFIED o DETAIL FOR INSTALLATION REQUIREMENTS. ALL SEDIMENT WHICH ENTERS BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, 4. THE GONITRAGTOR SHALL BE RNAGE SYSTEM SHALL E PONSIBLEDFOR GLEANING DRAIN INLETS OTHER IC EXTRANEOUS ORGTOXC, MATTER HARMFUL TO ER THAN 2 INCHES IN ANY (MENSION PLANT GROWTH. OPTION #1 STRAW MULCH PLAN VIEW a ADJAGENT TO AND DOWN STREAM OF THE SITE AS REQUIRED TO TOPSOIL SHALL BE 5GREENED TO ACHIEVE THI5 REQUIREMENT. FLOW FINISHED GRADE, w M REMOVE SEDIMENTS. 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY FLOW 0117- PER PLANS o Laa 5. MAINTAIN OPTIMUM 501L MOISTURE AS NEGE55ARY TO PREVENT DUST AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL ORROOM MENI" - 2" LAYER OF SHREDDED -� 0 .s N n EROSION. (BMP #7) GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS CJ WOOD OR BARK GHIPS � ° � o 6. ONLY DISTURB, CLEAR, OR GRADE AREAS NECESSARY FOR AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S - - - - - - - - - - - - - - O� o L C_ a n co 3 CID w REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE III- - - - - - - - - - - - L 2 M ° ° w CONSTRUCTION. FLAG OR OTHERWISE DELINEATE AREAS NOT TO BE _ _ _ _ _ _ _ _ _ _ _ _ O O O o 0 0 0 0 o a E o .o c co C, w DISTURBED. EXGLUDE VEHICLES AND CONSTRUCTION EQUIPMENT FROM AMENDED TO ACHIEVE 5PEGIFIED PH AND ORGANIC, REQUIREMENTS. EmdIIIIII FINISH GRADE v Q U o � Y r-THESE AREAS TO PRESERVE NATURAL VEGETATION. (BMP#3, 4 #4) RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE -III-III-III-III-�-�-�-�-�-�-� � � � s � 1u LREQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE -III-III-III-III-III-III= ODO OD WIn.o L - r, N Uo _ _ _ _ _ N a m t o Z7. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE � o '.M � cuIN A FROZEN OR MUDDY CONDITION. II -III=III-III-III- - - - - -I -1 _ U J W = D r Y � o 4. PLACE TOP501L IN AREAS WHERE REQUIRED TO OBTAIN THIGKNES5 AS - - - - - -III- III-III III = -PREPARED AND HYDROSEEDED. A DISTURBED AREA SHALL BE WHERE - -III-I - GONSTRUGTION ACTIVITIES INCLUDING TRENCHING, DEMOLITION, III III III III III-III-III-III-III- - - - DRAIN INLET 3 W W � (D EARTHWORK, MATERIAL STORAGE, STAGING AND PARKING OR ANY SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE OPTION #2 - WOOD MULCH -III-III- a -III-III- _ OTHER FORM OF EXCAVATION, COMPACTION OR TRAFFIC THAT RESULTS ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO -III-III COMPACTED - Z IN THE REMOVAL OR DISPLACEMENT OF EXISTING GROUNDGOVER OR PROPOSED FINISH GRADE, AS REQUIRED. =III- - SUBGRADE N L GRADE. (BMP#21) 5. COMPACTED TOPSOIL THIGKNE55 AT THE FOLLOWING AREAS: NOTES: - 1 1 o 8. HYDROSEED WITH A WOOD CELLULOSE FIBER MULCH APPLIED AT A RATE A. LAWN AREAS: q INGHE5 MINIMUM OR A5 NECESSARY TO AGHIEVE I. PREPARE SOIL 5URFAGE AND SEED WITH RECOMMENDED SEED MIX PRIOR TO ; OF 2000 # PER ACRE. USE AN ORGANIC TAGKIFIER AT NO LE55 THAN EVEN GRADES WITH SURROUNDING LAWN AREAS. APPLIGATION OF THE MULCH. B. PLANTER BE05: IS INCHES MINIMUM 2. ALL MULCHING SHALL COVER 100% OF THE GROUND 5URFAGE. SECTION VIEW , 150 #/ACRE OR PER MANUFACTURER'S RECOMMENDATION IF HIGHER. 6. FINE GRADE TOP501L TO SMOOTH, EVEN 5URFAGE WITH LOOSE, N APPLICATION OF TAGKIFIER SHALL BE HEAVIER AT EDGES, IN VALLEYS, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS 3. MULGHES GENERALLY REDUCE THE FERTILITY OF THE SOIL THEREFORE, NOTES: AND AT GRE5T5 OF BANKS AND OTHER AREAS WHERE SEED CAN BE FERTILIZER TREATMENTS MAY BE REQUIRED. o MOVED BY WIND OR WATER. PRIOR TO PROJECT COMPLETION/ REQUIRED TO MEET FINISH GRADES. FINISH GRADE OF TOP501L SHALL 0 BE 2" BELOW FINISH GRADE OF PAVEMENTS AREAS FOR 500 AND 1" I. INSPECT PERIODICALLY AND REPAIR/REPLACE AS REQUIRED. AGGEPTANGE, ALL DISTURBED AREAS WILL BE IN5PEGTED FOR PROPER MULCH 2. REMOVE SEDIMENT AGGUMULATIONS WHEN FILTER CAPACITY 15 IMPAIRED. 7 OTHER METHODS OF INLET PROTECTION MAY BE APPROVED UPON REVIEW m TURF ESTABLISHMENT. (BMP#21) FOR SEED. ° . TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH 3. BY THE LANDSCAPE ARCHITECT. G. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE TREES, EROSION AND SEDIMENT GONTROL PLAN. VEGETATION ROOTS AND OTHER OBJEGTIONABLE MATERIAL, AND NOT TO SCALE 4. PLACEMENT OF FILTER FABRIC, BETWEEN GRATE AND FRAME OF THE STRIPPED OF TOPSOIL. 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER DRAINAGE 5TRUGTURE WILL NOT BE AGGEPTED IN LIEU OF THE INLET FILTER. o K 10. PLACE FILL SLOPES WITH A GRADIENT STEEPER THAN 3:1 IN LIFTS NOT THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS 5. SEE STATE OF IDAHO GATAL06 OF STORM WATER BEST MANAGEMENT o TO EXCEED 5 INGHES, AND MAKE SURE EACH LIFT I5 PROPERLY AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR PRAGTIGES, BMP #25 FOR ADDITIONAL INFORMATION. COMPACTED. TEMPORARILY PLACED IN PROPOSED LAND5CAPE AREAS TO PREVENT I w II. TOP 501E SHALL BE STOCK PILED ON SITE COORDINATE WITH OWNER LAN05CAPE AREAS FROM BEING CONTAMINATED WITH ROCK FOR EXACT LOCATION. NO TOP SOIL SHALL BE REMOVED FROM SITE. MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN METAL "T" FENCE POST, DRAIN INLET FILTER (TYPE 2 i LL (BMP#q). TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY 5LAGE 6 APART MAXIMUM, ° 4 12. ALL EXPOSED SOIL SHALL BE MULGHED WITH STRAW OR WOOD CHIPS TO EARTHWORK OPERATIONS. 30" DEPTH INTO GROUND w MINIMIZE SOIL EROSION. NO SOIL SHALL BE LEFT IN AN EXPOSED CONDITION. IT IS RECOMMENDED THAT THE CONTRACTOR MAINTAIN A LANDSCAPE AREA USE WIRE TO ATTACH Copyright©2021 STOCK PILE OF THIS MATERIAL ON 51TE FOR QUICK APPLICATION FABRIC, TO METAL POST All rights reserved. Reproduction or use In any form o (BMP#15-I q). o or by any means without written permission of 2b 13. ALL STORM WATER WILL BE CONTAINED ON SITE. PREPARATION NOTES■ erection Land Design,inc.is prosecution and subject to 0 14. DEWATERING IS NOT EXPEGTED FOR THI5 SITE. FILTER FABRIC, AS FIBER ROLL criminal prosecution J 15. WORKMAN SHALL PARK IN THE AREA DESIGNATED FOR WORKMAN I. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. N SPECIFIED WIRE TIED END (TYPIGAU a PARKING OR OFF SITE TO HELP PREVENT DIRT AND MUD TRACKING. 2 NEWLY GRADED 5UBGRADE5: LOOSEN SUBGRADE TO A MINIMUM DEPTH DRAIN INLET a I6. SOIL STABILIZATION WILL BE REQUIRED FOR ALL SLOPES THAT EXCEED OF 4 INGHE5. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION o 1090 (BMP#15-27). AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND 17. PROVIDE WASTE CONTAINERS FOR BUILDING MATERIALS IN WASTE LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. /// Y STORAGE CONTAINMENT AREA. DISPOSE AT A FREQUENGY AGGORDING A. SPREAD PLANTING 501L TO A DEPTH OF 12 INGHE5 IN TURF AREAS / / CURB w TO CONTAINER SIZE. - - - V//V�/V�/V// - - - AND 18 INGHE5 AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER LIGHT ROLLING AND NATURAL -III III=III=�� - -III= SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR SUBGRADE IS � � EXISTING GRADE WIRE TIED END O _ _ III- Z FROZEN, MUDDY, OR EXGE551 VELY NET. - rn WEED ABATEMENT NOTES: 5. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. I-I I=I -I F STORM GRATE H G. REDUGE ELEVATION OF PLANTING 501L TO ALLOW FOR SOIL - COMPACTED SUBGRADE FIBER ROLL ♦^ 1. ALL AREAS TO BE PLANTED OR HYDRO5EEDED SHALL HAVE WEED THIGKNES5 OF SOD OR SEED. N III-III - PLAN VIEW (TYPICAL) v J ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR I 8" X 12" TRENCH, LAY ° HYDROSEEDING. 3. UNCHANGED 5UBGRADE5: IF TURF 15 TO BE PLANTED IN AREAS 8 FABRIC, AT BOTTOM OF 01 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ©ROUND-UPS UNALTERED OR UNDISTURBED BY EXCAVATING, GRADING, OR 2" X 2" WOODEN g (GONTAGT HERBICIDE) OR APPROVED EQUAL. SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE 5URFAGE SOIL AS TRENGH AND BAGKFILL STAKE 10'-0" O.G. Q 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED FOLLOWS: WITH EXCAVATED 501E LINEAL SPACING A. A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO NOTES: AND TAMP INTO PLACE 2" X 2" WOODEN STAKE Lu WEEDS FROM THE SITE. C\j a 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIC, IRRIGATION SYSTEM FOR SURFACE SOIL. PLAN VIEW 0 A PERIOD OF FOURTEEN (14) DAYS. AT CONCLUSION OF THIS WATERING B. LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6 INGHE5. 1. INSTALL SILT FENGE AT TOE OF FILL SLOPES AND LOGATION WHERE PROVIDE WEED ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS SEDIMENT MAY MOVE OFF SITE. 0 PERIOD, 015GONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. 2" X 2" WOODEN 5. APPLY SECOND APPLICATION OF ®ROUND-UPA TO ALL EXPOSED WEEDS. C /� '^ ° AND FERTILIZERS ACORDING TO PLANTING 501L MIX PROPORTIONS 2. SILT FENGE5 SHALL REMAIN IN PLACE UNTIL SLOPES HAVE 5TAB STAKEUJ ILIZED. AREA TO BE `J J �J APPLY IN STRICT CONFORMANCE WITH MANUFAGTURER'S SPEC,IFIGATIONS AND MIX THOROUGHLY INTO TOP 6 INGHE5 OF SOIL. TILL 501L TO A 3. SEE STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT ia PROTECTED Z HOMOGENEOUS MIXTURE OF FINE TEXTURE. PRAGTIGES BMP #25 FOR ADDITIONAL INFORMATION. L AND INSTRUCTIONS. DD NOT WATER FOR AT LEAST SEVEN (7) DAYS. WATER FLOW FIBER ROLL (12"-18" co O REMOVE WEEDS FROM THE SITE. G. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE AS REQUIRED) 3"-4" w CO 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) LOOSENING. v`+ APPLICATIONS, CONTRACTOR SHALL BE DIRECTED TO PERFORM A D. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND SILT FENCE AREA TO ! , STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. 2 Scale: "= I'-O" FIBER ROLL PROTEGTE v C , THIRD APPLICATION. WORK AREA Q �o E. LEGALLY DISPOSE OF WASTE MATERIAL, INCLUDING GRASS, 0 7. AT THE TIME OF PLANTING AND HYDRO5EEDING, ALL PLANTING AREAS VEGETATION, AND TURF, OFF OWNER'S PROPERTY. 0 SHALL BE WEED FRee. WORK AREA 4. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM 13 ., 5URFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN C14 CONTACTS PLUS OR MINUS 1/2 INGH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE PLAN VIEW SECTION �' RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH cv ' 1 J < w F o GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. 1 RESPONSIBLE PER50N(5): POST SIGN s 5. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER NOTE: W LICENSE NO: CONCRETE NEAR BASIN Q E EXPIRES: THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT 1. FIBER ROLL TO BE 'FILTREXX' FILTER SOXX OR APPROVED EQUAL. 2 L CREATE MUDDY SOIL. WASHOUT 2. FIBER ROLL COMPOST/SOIL/ROCK/SEED FILL TO MEET > 6. BEFORE PLANTING, OBTAIN LANDSCAPE ARGHITEGT'5 AGGEPTANGE OF Q O SIGNATURE: DATE: APPLICATION REQUIREMENTS z FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE COMPANY: 3. FIBER ROLL DEPICTED 15 FOR MINIMUM SLOPES. GREATER SLOPES DISTURBED AFTER FINISH GRADING. ADDRESS: 7. DO NOT SOW IMMEDIATELY FOLLOWING RAIN, OR WHEN GROUND 15 TOO MAY REQUIRE LARGER SOCKS PER LANDSCAPE ARCHITECT. I DRY. TEMPERATURE SHALL BE BETWEEN 55 F AND q5 F FOR A 24 HOUR S� VqQ� 4. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED 0'' F BY LANDSCAPE ARCHITECT. �^ o PERIOD. WIND SHALL BE LE55 THAN 5 MPH. (rS `J, YAK FIBER ROLL DETAIL 5 NOT TO SCALE 06 E ; Z w QZ LL � O �, MOUNTABLE BERM _ WITH 5:1 SLOPE � a A5 REQUIRED < o PAVED ROAD U O z APPROACH TO SITE r n >o F� o o V, w � I D � /, /O L� I O' MIN. RADIUS rr RAGTURED N CID J�Lu AGGREGATE, 6" MINIMUM DEPTH 3�Og " U ® (TA ,� a UJ 19oW w Y J 20 MIL PVC, LINER 6" MIN. DEPTH w°ui LL z(no v ti � WGW�07 _ AS 00 NOTES: �W O FILTER , N On Q 5PEGIFIED, LAY PRIOR / __ z �Y W W I. DIMENSIONS VARY. RESPONSIBLE PERSON TO PLAGEMENT OF �/" emv o°a 4°z M Q- 5HALL 51ZE BASIN APPROPRIATELY. ROGK5cr) �a�v nW 12' MIN. BUT NOT a z y W O 3 CONCRETE WASHOUT AREA WID H OF NOT TO SCALE NOTE: INGRE55/EGRE55 REVISIONS j CIO I. THE ARMORED APPROAGH 5HALL BE INSTALLED AT THE COMMENCEMENT OF SITE WORK. IT No. Date Description r SHALL REMAIN IN PLAGE UNTIL THE APPROACH AND 51TE ARE PAVED. U Q 2. MATERIAL USED SHALL CONTAIN NO FINEST D v 3. THIS DETAIL SHALL BE UTILIZED AT ALL APPROAGHES ONTO PUBLIC, ROADS. 4. APPROAGHE5 SHALL BE MAINTAINED IN A FASHION WHICH PREVENTS SEDIMENT FROMIr CIDTRAGKING/FLOWING ONTO PUBLIC, RIGHT-OF-WAY. ADDITIONAL ROCK SHOULD BE ADDED Ir AS NECESSARY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRAGKEO ONTO PUBLIC, PROJECT NO.: RIGHT-OF-WAY 5HALL BE REMOVED IMMEDIATELY. 20021 U) 5. ALL SURFAGE WATER FLOWING/DIVERTED TOWARDS GONSTRUGTION ENTRANOES B SHALL BE PIPED AGRO55 THE ENTRANCE. THE USE OF A MOUNTABLE BERM DRAWN BY: > HAVING 5:1 SLOPES MAY BE PERMITTED. CS 6. WHEELS SHALL BE GLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING PUBLIC O RIGHT-OF-WAY. WHEN WASHING 15 REQUIRED, IT SHALL BE DONE ON AN AREA CHECKED BY: STABILIZED WITH STONE DRAINING INTO AN APPROVED SEDIMENT TRAPPING DEVICE. JB/MW U CID7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL OCCUR AFTER EACH RAIN. DATE: STABILIZED CONSTRUCTION 09/14/2021 N o ENTRYScale /B"= SHEET NUMBER A N r L2.05 U O CIO Q 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16