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Home My WebLink AboutCC - Construction Drawings L0 00 GENERAL DRAINAGE L0 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. W. CHERRY LN. �4 HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CY) BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE i INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. C) 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES Co Co DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. Y z STREET LIGHTING m o 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED APPROVED FOR CONSTRUCTION BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. z Q w 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE EL. GATO LN. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT W. PINE LN. zJ L� PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. (DC) 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 0 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING J AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER q J ❑ SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. METERS. ' SITE LOCATION Q 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN U � m (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS , W DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. C� CD 9 INSBE PENAL NS SUCH OVAL AND INSPECTIONS FINAL SHALLCEPTANCE NOT RELIEVE THE WATER AND SEWER CONTRACTOR FROM THE RESPONSIBILITY BILITYLOFBE BY THE PERFORMING UTTHIC WORKS E WORK INDANAACCEPTAB ACCEPTABLE THEIR MANNER EN I SION SHALL z CD ACCORDANCE 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY W. FRANKLIN RD. W. FRANKLIN RD. Q WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. C� (� LL_ 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. Q ❑ ❑ 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK s W ❑ ❑ > MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY m ENGINEER. 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING Z O (� ❑ CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. W 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY w C)WATER EQUIPMENT DURING TRENCHING OPERATIONS. VICINITY MAP �, m ,�, ❑ W W � 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. -NTS- E U � WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE (� 0 SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT s CD TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. - SHEET INDEX - ❑ W (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE r1.0 GENERAL NOTES & VICINITY MAP IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE ROADWAY(ACHD) C2.0 FINAL PLAT CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. C2.1 FINAL PLAT O NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE DISTRICT. C2.2 FINAL PLAT BEDS, DRAINAGE SWALES). 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION C3.0 ASCENT PLAN & PROFILE SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER C3.1 CHAIR LIFT PLAN & PROFILE SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S ENGINEER. 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR C3.2 EAST ALLEY PLAN & PROFILE SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. C3.3 WEST ALLEY PLAN & PROFILE SEWER 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. C3.4 SKI HILL/TOMAHAWK PLAN & PROFILE SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. C3.5 DRAINAGE AND STREET DETAILS W W 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK C4.0 MASTER UTILITY PLAN = TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. (� SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. C4.1 SEWER LINE A & WATER PLAN & PROFILE 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. C4.2 SEWER LINE B, C & D WATER PLAN & PROFILE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS 10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE ROAD RIGHT-OF-WAY. W NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE C5.0 LOT GRADING PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF HYDRANT. C6.0 GRAVITY IRRIGATION DRAIN LINE A PLAN & PROFILE C) THEWASTEWATER RULES (IDAPA 58.01.16). 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. C6.1 GRAVITY IRRIGATION LINE B PLAN & PROFILE 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE LATEST EDITION OF I.S.P.W.0 C6.2 PRESSURE IRRIGATION PLAN SEEPAGE BEDS, DRAINAGE SWALES). AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. 13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (LATEST EDITION) ROADWAY (CITY OF MERIDIAN) 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES AT 208-387-6284. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING o LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. PAVEMENT MARKINGS. m 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. Z o } N � ACHD STANDARD REQUIREMENTS � U 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND w PRESSURE IRRIGATION STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR z U' o o U DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY Q w o 04 N i DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: ----NONE---- !ZipCn CD w ¢ � 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. iz w n oz N o _ � U 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE o m MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT. V m o OWNER/DEVELOPER ENGINEER z o T&M HOLDINGS LLC CK-ENGINEERING Q w w� _ C) J w c�E IDIAN -- APPROVED FORLL_DOUG McMASTER CHAD KINKELA, P.E. i�aHo �' P.O. BOX 2640 1300 E. STATE ST. CONSTRUCTION EAGLE, ID 83616 SUITE 102 SRO NA L F V10 �N These plans and/or specifications have been reviewed for CO �STE 208-941-5709 EAGLE, ID 83616 Pubk IDAMO compliance with Meridian City Standards and Specifcations. G G' CHAD@CK-ENGINEERS.COM %*rb Plans Are Accepted For Public This review does not relieve the owner, engineer, or contractor Design&Oonsuo domOuppw■arttalSpeolgoadone: Street Construction of the responsibility to design and/or construct those facilities ■ in compliance with all current applicable federal, state and local 9412 By stamping and signing the improvement plans, the Registered laws, rules, regulations, ordinances, development agreements,- BENCH MARKS - LAND SURVEYOR ❑I g p g 12/14/20 ■,` Engineer ensures the District that the plans conform to all District specifications, orders or approvals, all of which the City retains 61 �0 NAVD 88 DATUM ■■■ ■ policies and standards. Variances or waivers must be specifically the right to enforce. Inconsistencies not noted by City staff shall �Te OF �oP �P IDAHO SURVEY GROUP r and previously approved by the District in writing. Acceptance of the not be construed as approved unless specifically addressed CIS. KIN�� GREG CARTER P.L.S. improvement plans by the District does not relieve the Registered in writing by the City. Any proposed revision to these plans must BM ELEV 2553.54' 955 W. EMERALD ST. ■ Engineer of these responsibilities. be submitted for review and compliance with the Meridian City CHISELED 'Y' IN BACK OF SIDEWALK BOISE, ID 83704 ■ Standards and Specifications before said revision is constructed. SHEET N 228.88', E 5627.65' 208-846-8570 , p BY DATE ADA COUNTY HIGHWAY DISTRICT Name Date C 1 0 Lo CO Lo i N - - - - - - - - - - - - - - - - - - - - - - - - - - CM O O 00 � z 0 PLAT SHOWING Q W A SCENT SUBDI VISION w z LOCATED IN THE SE 1 /4 OF THE SW 1 /4 OF SECTION 10, J T.3N., RAW., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO (D 2021 J O U m Q 0 (D LEGEND Z O CD U � \ 0 FOUND 5/8- IRON PIN AS NOTED UI \ , (9 FOUND ALUMINUM CAP MONUMENT Q 0 _ '1779\\ tt 20.00 ,\ • SET 1/2 IRON PIN WITH CAP PLS 7729 w m C) PLSSET 5/8- IRON PIN WITH CAP PLS 7729 0� t \ SUBDIVISION BOUNDARY LINE O \\ t \ LOT LINE m << � C)SECTION LINE W � I \ t ` RIGHT-OF-WAY LINE f 0 Q � 1 \ - - - W � ._ CENTERLINE iv Q � Q C) £TIITPLATTED - - - - - - - SIDEWALK EASEMENT LINE BLOCK B \` ��, \ -- - - - - - - - - - PURDAM DRAIN EASEMENT LINE U W W � W. SKI HILL ST. , \�� ` LOT NO. L 1 \ `�� \\ PURDAM STUB�DRAIN EASEMENT W.C. WITNESS CORNER 1 3 � \ ♦,rO�yO \ \ \ MOTES 61 ++ W. SKI HILL ST. t \\ 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22. Ol \ \ CHAPTER 45 RIGHT TO FARM, SECTION 22-4503, WHICH 00 STATES 'NO AGRICULTURAL OPERATION OR AN APPURTENANCE UNPLATTED of 2 ` ` 't \\ TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING 10 40 160 °r.° ff :� NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN \ \ OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE 0 20 SO 32� 01 8 \ 1 t ,` OPERATION WAS NOT A NUISANCE AT THE TIME THE Uj ZI 4 \ , OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SCALE: 1 = 80 z cq co 0 th \ SECTION SHALL NOT APPLY WHENEVER NUISANCE RESULTS Q 55 \ FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY .. \ 1 U V 10 Q u 31.22` ,ti AGRICULTURAL OPERATION OR APPURTENANCE TO IT." w a I 11 w W C 2. IRRIGATION WATER WILL BE PROVIDED BY THE CITY OF \ MERIDIAN IN COMPLIANCE WkTH IDAHO CODE SECTION 31-3805 P : L 1 Z N 7 \ (1)(b)_ ALL LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED r4 I W Q I TO WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS 1 J 13 Z $ BLOCK 6 1 FROM THE CITY OF MERIDIAN. SHEET 2 a lJ Q SHEET 2 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE � '7 729 o ••--.••••••••^ I --_-•---- APPLICABLE REGULATIONS IN EFFECT AT THE TIME OF THE U, }} p SHEET 3 1 14 10 I SHEET 3 RE-SUBDIVISION. 0 -11, 1, t��oP_Z- � L� 4. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH �{; OF 16 11 j THE APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT CRY G,C Q 1 1 13 THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN 17 13 N UNPLATTED ON THIS PLAT, 8 5. LOTS 5, 6 AND 7, BLOCK 1; LOT 1, BLOCK 2; LOTS 1 AND 18, I 14 r7 p BLOCK 3; LOTS 1 AND 14, BLOCK 4; LOTS 1 AND 2, BLOCK 5; I W. CHAIR LIFT ST. I AND LOTS 1 AND 4, BLOCK 6 ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. ALL COMMON LOTS ARE SUBJECT TO A BLANKET 1 BLOCK i PUBLIC UTILITY EASEMENT. o 1 6. LOT 4, BLOCK 6 IS/ARE SERVIENT TO AND CONTAIN THE ACHD -C 0 0 4 5 fi 7 10 11 12 13 STORM WATER DRAINAGE SYSTEM. THESE LOT(S) ARE U ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL o r x i 1 1 REAL POINT STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER Z N ! OF BEGINNING 10, 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL Uf URVEY��BRgt� ct Q RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY 5UR ORS 11� s J m Fli �� - -- - _��..- N0'34'24"E THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER `" `�, o m N. ASCENT AVE. N89'15'34"W 36B.B5' 33 8g' EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY O° 0 Z S•9 S.10 n` 2264.09' (PRIVATE) DRAINAGE SYSTEM ARE DEDICATED TO ACH❑ PURSUANT TO HEREON. THE PROPERTY IS A PORTION OF THE PROPERTY DESCRIBED ? w ocn 0 0Uj _ 376.47� 1,4 S•1d SECTION 443-23C]2 IDAHO CODE. THE MASTER EASEMENT IS IN WARRANTY DEED INSTRUMENT NO. 2020-002781. THIS SUBDIVISION a w 11'4 v"i i S.16 S.15 ^- V -^ --- _- W. FRANKI 1N ROAD -- - -� -�`� FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER IS ALSO A PORTION OF THAT PROPERTY AS SHOWN ON RECORD OF z c~n Z Y o w " S.15 DRAINAGE SYSTEM. SURVEY INSTRUMENT NO. 2008-001229. THE 5(*C1IONAL CORNERS N N o CP&F 2018-OlfiOfi8 S89'1534 E 2640.54' U j w o co U N a LOCATED ON THE GROUND AND THE INFORMATION CONTAIN IN RECORD = M BASIS OF BEARING CP&F #, o M 2018-088996 7. LOT 1, BLOCK 5 AND LOT 1, BLOCK 6 SHALL BE SUBJECT TO OF SURVEY INSTRUMENT N0. 2QO8-Q01229 WERE USED TO CONTROL A OPERATIONS & MAINTENANCE EASEMENT FOR PURDAM STUB THE BOUNDARY LINES OF THIS SUBDIVISION V �' °� o DRAIN IN FAVOR OF THE NAMPA MERIDIAN IRRIGATION °� o DISTRICT.. z � o Q `--' J = Q BOOK PAGE C:) U o L_ o IDAHO 9956 W. EMERALD ST. SURVEY BOISE, IDAHO83704 .SOB NO. 19-251 (208)846-8570 P:\ASCENT SUB {Chris!ionsen 5 Acre Topo} 19--251/dw PIoE Ascend Sub PLAT.dwq 12 12 2020 12 38:14 PM SHEET 1 OF 5 GROUP, LLC SHEET C2 . 0 Lo 00 L17 i N I - - O 00 v� � z 0 Q w ASCENT SUBDI VISION w z J \ Ur \ \ 0 `� 20.00' \ W.C. 1 % ` J PLS 11779 • `\ Q _ \ 11.22' \ (� m Q • — O O \ \ m O \ �\ O u � 1 �' \\ LL w I N L \ % \ uO Q ` 1CD 1 N 4 \ % \ •� \ �� CO O Vp! \ .�. d• \ 5 20 80 W ' ` CO BLOCK 8 \ �� • \ ❑ 10 40 120 ,�,- •ys \ SCALE; 1" = 4-0'37.00 31.48 31.39 _ >� srp, � .; \ 16.50' S8915'34"E 99,87' S891_5'34"E 97.86' LEGEND I N 2fl.02 W. SKI HILL ST. �\ \ N h L1 C'� , '• ` Q FOUND 5/8" IRON PIN AS NOTED 1 nW �', , \\ `\ PURDAM STUB ,% \ DRAIN EASEMENT C�9 FOUND ALUMINUM CAP MONUMENT I C27 S89 25'26"E 93.76' c, 1 \ • \ i SET 1/2 IRON PIN WITH CAP PLS 7729 I ►a ' , .E `% \ SET 5/8~ IRON PIN WITH CAP PLS 7729 1 r S89 25'26"E 99.17'11.09 - ND.4 26 \ ♦ 10 ,d \ 1 25.75 \\ �y=� \` -- -- SUBDIVISION BOUNDARY LINE 1 i � 0 1 'q �_ �-' \ •% \ LOT LINE N Q 1 S8925'26"E 99.11' N N \ \ 1 I SECTION LINE LQ I`� Cry fi3.45 26.11 `� 58925'26"E 99.05' � wn S89'15'340E 89.55' `` RIGHT-OF-WAY LINE 21.54 \ - - - CENTERLINE Q I o i to � S89'15'34"E 139.90' i� t° l�J 127.11' W. SKI, HILL ST. ,� ` — — - ` - , — . SIDEWALK EASEMENT LINE �7 N ,. N 89'15 34 E 50.74 12.79 ?, \\ L� S89252fi E 9$.97 ,O PURDAM DRAIN EASEMENT LINE oil co �'8 w� I N C12 5 34 E 90.54 n� �� \\ ry `.J LOT NO. 589'25 26 E 95.90 i to • \ _ I i qi " , 7.43' I . \ W.C. WITNESS CORNER v S89'25 34 E 98.7fi IN Q L 7 0 �a5' 18.5 � \ Z� M i S89'25'26"E 98.84' ' S89 25'34"E 98.83' ,s • \ �` \ v) N S89'25'260E 98.77' L N rr�i 1 �4 �r�i, , N I N S89'25'340E 98.89' ' ,, ,. � GE NSF `SG� Z m in i 3 N I W o co ,' , S89 25260E 98.70' Q i \ `~ 7729 N w I� in " � \ I cN 171I*2L fl i o Lo j "v o i 58925 34 E 98.96' \ c 9r .r a Cc N (n '6 BLOCK 3 14 IQ i 'v i?- \ W.C. $ E 0 F 1a .�w� LL! n iCD a-c 1 v��•1 �MI N se9'25'2fi1 1 E 98.52 J ,cv 3 v; j ' to L�LIBLOCK 4 M�`M0 � 0 S89'2534"E 99.D4' `� 04 o010 o Z � Q R I S89'25'26"E 98.56' `� ��a � +n 10 rn rn \ Y o z � Q uj cr. CNI Z ,� 12 cyi* C4 S89 25'34 E 99.10' � N i� N @ 100 \ o f r ` m `1' S89'25'26"E 98.50' I N a 8 ,�, 3 3 BLOCK 5 V ; o g I S89'25 34 E 99.17 o� 1 I 13 pf u� I I ' f rO � r� Iv vsN o i QNO Q S892526"E 98.42' c , � �J �� "' ' `A` SHEET Z 589.254E s9.24' i — _ -SHEET BOOK PAGE 2 i SHEET 3 ' N 14 N 1 S89"16'410E 72.03' SHEET 3 S89'25'26"E 98.35' (6 10 ° 31.34' 40.69' I DAH O 9955 W. EMERALD ST. SURVEY BOISE, IDAHO83704 JOB NO. 1/9�-251 � i (208)846-8570 P:/ASCENT SUB (Christiansen 5 Acre Top❑ 19-251\dw /Plct/Ascend Sub PLAT-dw 12 12 2020 12:39:42 PM SHEET 2 VF 5 A. G RO�.J P, LLC SHEET C2 . 1 Lo 00 Lo i N CM p 00 � z 0 Q w ASCENT SUBDI VISION w z J (D II J O 1 S89'25'34bE 99.24' �1 r � 14 € C14 i 'n ,� S89'16'41"E 72.03' U Q S8925'26 E 98.35' 10 N 31.34' 40.69' r 0 SHEET 2 __r 15 v S89'25 34"E 99.32' ; r.!^^ SHEET 2 V SHEET 3 I ° N se9 25'26"E 98.28' `v _� 1 ' �. SHEET 3 -0 1Z O d `1 S89'25'34"E 99,38' N co Sri (� r cv ,- ! 'N IF- a 1 0 i Q 3 3 4 - I M Jv (D i S89'Z5 2fi E 98.22 `~ o W 12 � N N ,ri _ O iY tv' N cv S89'25'34"£ 99.45' cry 1Q' tv' M �!°to 0 0 1 1 14.58 17 Q i 0 a I N N E N "' 47.516' W" Z v) 1 131ryS89'25 2fi E 95.56 C14 np � �' S89'16'41'E 91.2 `� 11.20'40.88' r L LL Q � � m z o V 2Q.OQ' S89'16'41'E 50.18' � i S89'16'41"E 51.47' � 589'16'41"E 52,08' W _ 126.55' _ _ _ _ _ _ _ 128.11' _ 6` _ 91.96' - 7 6.5n' r-^-1 fi.50' 1 s'W. CHAIR LIFT ST. S89' 41"E 366.61' - � 589'16'41'E 248.15' W. SKI HILL 5T. 16.50' 37.01' Zfi.7fi' 2fi.73' 27.99' 56.Q0' 31.79' 26.75' 26.75' 32.75' W p -4 32.73' ' 0 ` -- - -- -- 6.07� ti 3.25' ^ . _ . w . - . - . T . �. T � .38.13 I � 1 I BLOCK i 12.20 BLOCK f 5 20 80 1 w 1 a r 0 10 40 12G W w w w w (f� I N 00 N GV LC1 G� tp r N N H (D 0 5 @ 0 ( � @� 1 D 11 12 13 a SCALE: 1 = 4D Q w w IN ry 4 °' a o' o a °i .r 0. LV I a o; z z LEND Iz zi r REAL POINT r r OF BEGINNING 0 FOUND 5 f8" IRON PIN As NOTED 36.74' 26.7&' 26.73' 31.81' 31.79' 26.75' 26,75' 32.75' 32.76' 38.37' PLS 11779 12.07' S89f6'41'E122.,4, L . S89'16'41"E 189.17' 12.1g' FOUND] ALUMINUM CAP MONUMENT _.�. 29�69' 33.a0' �_ ..._ __ 2Q3.9fi _ N. ASCENT AVE. N89'15'34"W 366.65' - • SET 1/2 IRON PIN WITH CAP PLS 7729 (PRIVATE) SET 5/8' IRON PIN WITH CAP PLS 7729 W. FRANKLIN ROAD -- -- SUBDIVISION BOUNDARY LINE LOT LINE � Q -- --- SECTION LINE RIGHT-OF-WAY LINE CENTERLINE SIDEWALK EASEMENT LINE LINE TABLE CURVE TABLE CURVE TABLE - - - - - - --- - - - PURDAM ]RAIN EASEMENT LINE LL- LINE LENGTH BEARING CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA CURVE RADIUS LENGTH CHORD DIST. CHORD 9RG. DELTA 0Lar NO. L1 37.72 S89'15'34"E C1 30.00 47.05 42.37 S44'21'08"E 89'51'07' C18 30.00 20,65 20.25 N2017'46"£ 39'26'40' L2 1$.27 N38'15'37"W C2 30.00 21.85 21.37 S6824'46"E 41*43*51" C79 18.00 28.27 25.46 S44'15'34E 90'00'00" W.C. WITNESS CORNER L3 17.73 N4110'00"E C3 30.00 25.20 24.4-6 S23'29'12"E 48'07'16' C20 50.00 78.54 70.71 N44"15'34"W 90'00'00' C4 30.00 35.19 33.21 S34'10'53"W 67'12'53" C21 66.54 104.52 94.10 N4-4'15'34'W 90'00'00' C5 30.00 14.78 14.63 S14'41'30"W 28'14'08' C22 33.50 52.62 47.38 N44'15'34'W 90'00'00" C6 30.00 20.41 20.02 S48'17'57"W 38'58'45' C23 33.50 16.00 15.85 N1256'36"W 2722'04' Ir N,- LR C7 30.00 47.04 42.36 N44'20'34"W 8950'00" C24 33.50 36.82 34.82 N57'56'36"W 62'37'56" 1 a C8 30.00 20.49 20.09 N18'59'28"W 39*07*47- C25 28.00 44.06 39.65 S45'39'30"W 90'09'52' iof 0 7 ! 29 T C9 30.00 26,55 25.69 N635428'W 50'42'13' C26 28.00 34.15 32.07 S55'47'58'W 69'52'56" 'j '�.�IZ)' ;i° z � C10 18.00 1 28.27 25.46 S45.44'26"W 90'00'00" C27 28.00 9,91 9.86 S10'43'02"W 2016'57" �'�fiG F OF cl��4� o a J C11 18,00 21.08 19.90 S57'11'00'W 67'06'53" C28 30.00 47.05 42.37 S44'21'04"E 89'51'15' CRY G.C P � M o m °O co ~ C12 18.00 7.19 7.14 S1211'00"W 22'53'07' C29 30.00 12.54 12.45 S11'24'01"E 23157'09" z o w o Li C4 C13 18,00 28.28 25.46 S44'16'08"E 90'01'07" C30 30.00 34.51 32.64 S56'19'38"E 65'54'05" z c~lfs n -i w LLJ C14 18.00 7.20 7.15 S10'42'41"E 22'54'14' C31 18,00 28.27 25.45 N45'43'52"E 89*58*53" W w n coU - o o a M C15 18.00 21.08 19.90 S55'43'15'E 67W'53" C32 30.00 25.23 24.50 N24'40'16"E 4811'24" CD m C16 30.00 47,20 42.48 N45'38'52'E 90'08'53" C33 28.00 24.45 23.68 N24'26'30"W 50'02b8" m c i z � C17 30.00 26.55 25.69 N65'22'13'E 50'42'13" Q w w w � = Q --i o U o Ll- o BOOK PAGE IDAHG 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB NO. 19--251 (208)846-8570 P:\ASCENT SUB ;Christiansen -5 Acre To o) 19-251\dw /PIct\Ascend Sub PL AT.dwa 12 ?2/2020 12:3959 Pit SHEET 3 OF 5 GROUP, LLC SHEET C2 . 2 LO 00 Ln i N C'7 O O 00 v� � z 0 Q w 0 30' 60' w � J. 7+19.80 26.73'L SEE SHEET C3.4 - - - _ T t _ - - �. N III III I 1 50.57 TRC �� _ J \ I I I`i I SEE SHEET C3.1 I 50.31 TRC + 6+97.03 14.50'R O CD SCALE 1 30 ca I I II II I- 0 6+97.03 14.50'L 50.31 T/ 6+9703RC � I ca J I 50.35 CL KEYNOTES: J I �! U N c.-> .. I I I I 0+48.58 19.73'L w M O O O O On O O O O O °° rn cn w Iry = / o+ I I I 54.02 TVC 1 rn �� rn rn J N I I I o �; � N 1 ACHD SI EWALK EASE ENT N O O O O O ��o� Y 1 j I I I J ° J J J �"' �"' (/7 TRANSITION FROM ROLLED CURB TO VERTICAL CURB THROUGH PIED / I I I I J + + J J J J 6+58.33 14.50L O U / `I I I o� U o U U") I C U U uo� o 0 o O o 0 0 o J J J /' - 50.16 TRC 1 RAMP. I o I I I I I �' cfl `n ' U n U `-) `' Un `_' �' `' � `' o / o 1 �nn 0 + I I I I I I I fl co co co cd U / U m L 14.50'R� V j 53.70EP I I ? C. rn 52.08EP ono °N° �� 00 o d oo ro m o ro o o e C. I N N ❑ ao M, _� Oo , � Un N N Oo rn o O / / 50.16 TRC INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL I I II U0 N O 52.14EP o n ° M m ❑ ❑ ❑ cv ° Ni �i r� ° 0o o ❑ o rn co / 2 1 / O DRAWING SD-708 z + + + + + + o n u� u> ° ❑ o n ° oNo u> n ° o 0 6+58.33 / o -N N NLA LAJ Uh A + + ' + �' + "' . 50.20 CL �n - - - - - - - - - - - - - - - - - - V 51.93EP - - - - - - - - - - - - - - - - - - - -� rn 52.05EP I / / -- - / O INSTALL "NO PARKING FIRE LANE" SIGNS PER IDF V 2 53.77EP i I i�� I SECTION D103.6 TYPE "D". o I I 0+65.38 1+40.60 52.17EP 1+75.10 51.86EP / ,%' ,/ �'� � M O / 53.60EP / 0+00 1 I 1153.15EP II 153.40 CL 52.42 CL 52.29 CL 2+09.60 5+18.11 111 / I 11 IIII i I I - 1+060 - 2 - N. ASCENT AVE. 4+83.61 5+53.09 ,, / INSTALL STORM DRAIN POND #1 PER ACHD BMP-11. SEE SHEETN U / 2+00 52.15 CL 50.91 CL 1 6 00 ��'� / / ' / O4 _ I rn T - 3+i00 0 0 - 4+00 51.05 CL 5+00 50.77 CL I 6k� / ,i ,��//� C3.4 AND DETAIL ON SHEET C3.5. L.f_ / I l/ 53.15EP N T � M � - �- - - � - - I 1 ,�-- / � 'i''/i'i'i'i i i i i O � Q NEW VALLEY GUTTER TO I II 52.17EP i MATCH EXISTING GUTTER III I3.701 66% i _ 2 51.86EP 50.76EP 1 6 5+78.40 /' / ' /i' i'' iiLL ELEVATIONS AND CONTINUE -� 2 50.48EP I / /' a� /'' ' ""'/ INSTALL STORM DRAIN POND #2 PER ACHD BMP-11. SEE SHEET HISTORICAL STORM DRAIN 53.86EP •I _ _ _ I 50.67 CL // / "'/�/ CONVEYANCE. I 52.05EP I / /j i ,'/ '"' %' C3.4 AND DETAIL ON SHEET C3.5. W _ _ _ _ _ // m O R3Q 1 II 51.93EP y QQ / 3 0 o h / i / / / ' ,'j/ /./ / II - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - _ 0. P _ /j / / /,////// O6 INSTALL 5 FT TRANSITION FROM VERTICAL TO HORIZONTAL CURB. U � 5 55E 52.14EP o 0 0 0 ICD CE CE Of c> U u� U u> O o 0 0 I I 52.08EP co ❑ U ' �' L U � U ❑ U U � b o 0 0 / o - / �/ / �/ "//// / I i oo ' rn O ° fl co ❑ co co �' �' �' '° U "' 50.78EP U u� / /�/ /�"�// 53.94EP I M I n ❑ / �' / '/�/ i/ 'ii""/ / SAWCUT EXISTING EDGE OF PAVEMENT ON FRANKLIN ROAD A I o ao o _M O OO N N N 00 .-- N M Co N 00 �"� / /- / // / / t TI �' + I �; `� �' �; rn rn oo m �*� �, ,� ao 50.71EP O rn / o o ,Z ( f ' /�' /��//��/"� / 7 MINIMUM OF 2 FT FOR NEW VALLEY GUTTER INSTALLATION. REPAIR of I N o+ I + a' °O o N `r M I �? °o J /"//// T O PER ISWPC AND ACHD SUPPLEMENTAL DRAWING SD-301, SD-303 n 2 co I co o <r / // /E \ z N O N N N + + + + + O + r7 M E I O ` / �� ////� N + O 00 In �/ -1 I 0+48.90 19.60'R 1 F- ` + + \ ' / /iiiii / / / / AND SD-806. W U U N M r� M Of 6 CC) M + + / ////// N M f- � In \ / // / / 54.12 TVC u� rn r' O r � (n � J- Q �r I I N 1 c7 ACHD SIDEWALK EASE N ~ ' N `� / �' / / O8 INSTALL 30 STOP SIGN PER MUTCD AND ACHD STANDARDS. cfl J cv co rj �_ ❑ 1 + Q + J O cC oo v C> CO. 0 W ON oM = o M ?> / /' /' i �' "' //I c� 2 + Q c + � /' i , I I o li c� 1 60 1151 // SEE SHEET C3.1 NOTE: I III SEE SHEET C3.4 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' 2. ALL PEDESTRIAN RAMPS SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE "H1". W 3. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC LL_ SPECIFICATIONS. PROVIDE SOIL DATA TO VERIFY NATIVE MATERIAL MEETS THE O REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATION AND A COPY OF THE COMPACTION TESTS. E 4. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (J") MIX, PG 64-28 FIVE ASCENT-SKI HILL PROFILE INCEHES (5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, W 0.50 INCH (2") MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK 0+00 1+00 2+00 3+00 4+00 5+00 6+00 5. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR U 2560 2560 VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS U� C 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 7. ALL TOP BACK OF CURB RADII TO BE 20 FT UNLESS OTHERWISE CALLED OUT. Q0+37.79 /yT GB 2553.82 ,X�6S�S�o S q w n o cy9i plC P/-\• 0. s"�d, CDN co U-)CD O� OOO J 9 2555 C IP Ln U W m N gyq�tir 2555 O �m ±N on N �154% U c00a m �� oio �^ C>r- c� FINISHED GRADE +U-) u�-) �C) o6 o N + U CD - - - - - -0.40% U i m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -040% -0.40% -0.40% Z N 2550 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2550 � � � LL! N I C EXISTING GRADE - M 8" PIRR SLEE E 12" GIRR w - 0o o j' wU Q w O N (! Q !ZIPCD W J (/"l n = Y LU w W OCD 2 � O � m CD) V m L1J o z � < � w 2545 2545 aw < � � = Q oUoL_ o Plans Are Accepted For Public 0 N A L F Street Construction G'ST tiC By stamping and signing the improvement plans, the Registered - Engineer ensures the District that the plans conform to all District 9412 policies and standards. Variances or waivers must be specifically 12 14 20 2540 2540 and previously approved by the District in writing. Acceptance of the s, �o 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 improvement plans by the District does not relieve the Registered c'ygo E of\0�' Engineer of these responsibilities. S. KIN BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 0 LO 00 SEE SHEET C3.3 SEE SHEET C3.2 LO N � I SEE SHEET C3.0 N �, 11 w BLOCK 5 - CVO J I J J J � 4 0 I N � � � N Of � 4 }I W E d ~ wQ ~ w J j J rn � W rn ]Ln�,5 00w J o+ m N � 4 I r� I � `°CD ¢ o . 0� O + d J 00 °N° 0 Ir7_4 1 ccoo � J 0 � _ + M + � 0? (� LOf Cn I 71 00 O J O Q + J N a N J 0 SVO O o _ 17U? oN N � � � � �o N 51.86EP Wrp + + �n+ n `� + v �i 0 30' 60' 11m " o 51.86EP ' LJJ N � + + 0 52.39EP �q,° "' + Z gQog`�� 14 ��° I 2 SCALE 1" = 30' rrJ 52.50EP *3E 9�' ,52.52EP 52.41EP 52.08EP �' 852.08EP 52.42EP 52.72EP 3 - o g 1+00 .93EP 51.9P 2+00 W. CHAIR LIFT ST J - rn r") - - 3+j0 0 _CD 3+ 61 N M ,+,0.3, �O5 3KEYNOTES: J O00+20 0+57.89 52.33 1 52.05EP 1+83.06 2+36.89 2+74.65 ' M2.89 CL� II III 52.81 CL 52.66 CL 52.05EP 0.51% 52.33 CL 52.67 CL 52.82 CL 52 97 CL 3+66.56 I 52.14EP 53.19 CL i O U O Q � 52.14EP � 1 INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL w -- DRAWING SD-708 � O - V I 2 �I �- - - - - - - - - - - - 52.17EP - - - - - - - - - - - i o o �� - - - - - 2 z CD Lof O o o o CE o O2 INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE. �� O �7 I _ N 52.17EP ^rFIA V U O O Op O MO O 00 ,•'� M M O co \� N + '�� In ^n �' o "'� N60 N o INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT V > O o+ o+ o+ + U I + N ' N ' + + + O STATES "THIS ROAD WILL BE EXTENDED IN THE FUTURE". Q M O eL U � I N r7 � o O �a 1 2 3 4 4 5 6 0 8 9 10 11 12 13 I.LI o o ° TRANSITION FROM ROLLED CURB TO VERTICAL CURB THROUGH PED C� `��' � 4 ° O RAMP. LJ_ w 4 + + O O LL W OCD --- �I SEE SHEET C3.0 _ 11 NOTE: O O J alo 8Io �� 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN BEOEK�- - -=== - - - - - O ________________________ _ __ _ __ _ - __--__-_---____ _ 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES O PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID --------------- -------- T5'3�"W 366.65' INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT -� --- ------------- --------------- ��---------- -- ___ ________ ° ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' ----- ----------- `-- I ` ' --------------------------- 2. ALL PEDESTRIAN RAMPS SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL W - ------------, i ---------------- -- ------ N �� 1 =____________=_-- ---- � �-------------------- -- ----- LLI --------------------- ____ \.___ _ DRAWING SD-712H TYPE "H1". 3. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND U-) WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE 4' \.`.\.��q`Qg' I �� REEXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC N89`15'34"W 366.65 SPECIFICATIONS. PROVIDE SOIL DATA TO VERIFY NATIVE MATERIAL MEETS THE --- - REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATION AND A COPY OF --_-_,_ THE COMPACTION TESTS. 11------------r------�� I W. FRANKLIN ROAD (PUBLIC) ',,____--- 4. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (�") MIX, PG 64-28 FIVE nlnn i INCEHES (5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH 6") MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK 5. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 7. ALL TOP BACK OF CURB RADII TO BE 20 FT UNLESS OTHERWISE CALLED OUT. O O O CHAIR LIFT PROFILE O O 0+00 1 +00 2+00 3+00 3+67 10� 2560 2560 O O o o O X2O00 °° qi gll<`Y g6SS S�° cygi gllFy � O 1+28.05 c5q�gsCF 1+65.05 GE 2552.00 lj�T GB 2552.00 In CN U_�a' O 00 p a0 M to co c0 O 00 N CV tco o00 r7 255 �' "U0 In Un InN �M �N CD o� �N �� +� 555 N N + O N O O cf N In O O 1.'�N +� N N M CD M m o m ±N C4,N + C 00 N FINISHED GRADE N`V m CD N +� m U' m N m N M CD m c-D m c D -0.40% c D 0.40% 0.40% -0.40% -0.64% 0.62% 0.40% .0 §.00% -2.00l%0 ° 1.857. ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING GRADE m 2550 2550 o N ~ a 8" PIRR SLEEVE 8" PIRR SLEEVE CC 12" GIRR W `� 00 . o M � °O cMo vi M N o l N z w - co o Q O w !ZIPJ (/"l CD Z Y C4 O w W � N r7 Q 2 � CD 2545 2545 V �2 m o 0 w z � Q w L o = Q o U o L_ o Plans Are Accepted For Public s�°INA 5 RFtic Street Construction 2540 2540 By stamping and signing the improvement plans, the Registered 0+00 1 +00 2+00 3+00 3+67 Engineer ensures the District that the plans conform to all District 9412 policies and standards. Variances or waivers must be specifically 12/14/20 and previously approved by the District in writing. Acceptance of the sTq P- 0 improvement plans by the District does not relieve the Registered cy%IDS oKIN`��P Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 1 LO 00 Ln i N SEE SHEET C3.1 SEE SHEET C3.4 _ I - - - - - - - - - 51.O1; GI I 51.0 1: O ° ° a (/) K I 47.6�oi o255�j/ 0 i Y 501.1 7.90FGF-47.�-G� s, 0 7 F _� I oo _� } / 51.00� 9 cl; I i I 0+19.16 22.68'L j = 47.90FG 47.75FG 253'94 .65FG �' /' � � z ° I � o �, 52.74 TRC I rh� I + O w I _ W rn O 51.00FG� 50.50FG FG 0 ,r , 153EP � � oI 47.90FG'ti, ° �'r'/ �0cD LLJ 1.0 J c� Oo -i O� C. � W N �%/�. r_� I o f y ��'r% r� r/ ��/i, 0 30' 60' W<E5 o 52.42EP C4 CD /� SCALE 1" = 30'+ j o 50.58EP 51.00FG �QEt 52.18EP 51.98EP 51.78EP 51.57EP 51.35EP 5 I 50.68EP � /1.41% i'T /y 0q77 3+00.87 ,� �,�, „" Q PUBLIC ALLEY EAST 30 r , / 0+00 52.39EP �5 2+00 0 /- 50.80EP / / /ii'/r// 1+00 // KEYNOTES: (� Q I1 0 51.19 CL 00 3+ $ / ,' /'/'r///ii% / W 52.07EP Ic i I I -� o - - -l i i' r/�,','ii ''/ 0 0+00 52.000L 51.80CL 51.60CL N 51.40CL 51.03EP 0.52y 50.95EP /��/ / ' 3+42.98 I� I 152.82 CL 1�� \ 1.51%I ,�' / r/�� 50.98 ��,'* / 1 INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL v II _ I R28 O \ '/' / '/' '/''/ / O I I` I I II a I 00 \\\ e e•' r/ 50.i9EP�i' // DRAWING SD-708 z rn O I I I I I CE I I I I I I J I o \� CE EE o �. c� o c� o c� o �� o o O o / Cq n s CD d o °O o o D52.72EP LO o n o _ i °^° o / / o / o W+ 2551 �nN+ U III I '� I r0 �• / /i r�i//,// / NOTE: O , U-' / 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN I III I N I / / 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES w 0 PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID Q ALLOWED) o / i' /',/ ��i'/ // INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT m AND SHALL BE COLORED 'TRAFFIC YELLOW'Q:L W SEE SHEET C3.1 I I II I III -_ R 2. ALL PEDESTRIAN RAMPS SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL X DRAWING SD-712H TYPE "H1". 3. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND II II II II C Q �/ WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE � Q REEXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOIL DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATION AND A COPY OF THE COMPACTION TESTS. W 4. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH 0") MIX, PG 64-28 FIVE INCEHES (5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, 0.50 INCH 0") MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK 5. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 7. ALL TOP BACK OF CURB RADII TO BE 20 FT UNLESS OTHERWISE CALLED OUT. W W 0 ALLEY-E PROFILE 0+00 1 +00 2+00 3+00 3+43 2560 2560 C� Q � o ?x��ss°oo c'y9ip ll�'. i4,T F �x l 255 C4 N N �tigl`��F 2555 �� U ++co cc N co CY!00 FINISHED GRADE � �r, C4 o> N +N -1.401% 3+26.48 N m GB 2550.73 -0.40% m -------------- N N - - - - - - - - - - - - - - -1.807 00 �1.00go - - - - - - - - N Cc 2550 - - - - - - - - - - � 2550 W NMI o 00 LU EXISTING GRADE Z N o v z w - co o I `' Q w O �J J (n (D Z Y o w W OCD a- 2 � � 4" PIRR LEEVE 4" PIRR SLEEVE V o2 m CD m o i w o z � 2545 2545 awLJ = Q oUoL_ o Plans Are Accepted For Public NA Street Construction CO G ST RFti� \ By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically 9412 and previously approved by the District in writing. Acceptance of the 12/14/20 improvement plans by the District does not relieve the Registered sT \\° 2540 2540 Engineer of these responsibilities. cy �Te of \0P 0+00 1 +00 2+00 3+00 3+43 �o S. K1N�� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 2 LO 00 Ln i N 41;1- O O - - - - - - - � .__ �� - - :-- - - - -- -- - - - -- - - - - --_ - - - - - - - - - - - 00 O N � I J N. ZIMMERMAN LANE /' �`J3 - oo -2��3 803 � a93 � W o c.� o G J (PRIVATE) J _j '' j J N ~ / / N p I O � O U O U O U / O U o � o U o o oo oo c� i''� 0 30' 60' EGR ' o+ --�--EGR o o R O ^ /��F =- o � o o M -EGR R- + EGR '� EGR z VCQ. /' � I °° � coy, o °° EGR ,''----- o N .-2550''" SCALE 1" = 30' J CP I PI ------- _52.50EP__- . _ _ �� - - - - - - - - - - - - ,- I 0400 52.073EP I I o _ - 1+00 ��% - PUBLIC ALLEY EAST o�� 5o.42EP • 4 J I ICD 1 _ 2+00 0 _ _3+00 y 50.60EP 1 I J I 0+00 N - �C T _ - 00 1 4 5 .35 1 o KEYNOTES: Q O 52.81 CL f, 52.40EP1 0+42.60 52.08CL 51.88CL1.68CL o �51.48CL �51.2gCL �- Z.75 +10.74 n 2800.0�1�` 52.23 CL 51.08CL CL 3069, 50.36EP 4+53.35 O � �.J j lap 52.52EP 52.26EP 52.06EP 51.86EP 51.66EP 51.46EP 51.26EP �\ 1.71% 50.21EP 50.51 CL 1 C INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL 50.91 EP I nl � 12a.0p DRAWING SD-708 Z CD / N (I� I 1 1 o o O V (O O � � � I � 1 w � / � j i i I 1 52.41 EP co � 50.10EP // I 1 o+ n / I � 1 cry c> cn w N co w v rn cn c7 w /N J 47. F `' 47.00FG I w M o iv V) 50.33FG 2549 2550- '50.33FG/ / O a' 0+18.85 22.86'R O O O O O O O O O O O O O O �00 N _I 25 G o 47.00FG '' W O ° L "' 52.73 TRC w w 1 �' n �' �'' O ,� _ NOTE: O I I o / ~ M 3 0 1 47.00FG / ,�// // O `� I /' "' Y //�' / /'/' 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN O _ o ' I • 000 `f' � / /i' /�'/i' 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES O 1 U / �+ 47.1 OFG ' �/ // //,i PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID W N I I 1 ° ° ° ° ° ° ° ° / } 47.25FG 2548; //i�' /'/��ii� INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT m O I 1 ° ° ° ° % ° ° I 50.33FG, 50.33FG / /'/i/ / /' i' I l .83FG- , / , / / ///„ ALLOWED AND SHALL BE COLORED 'TRAFFIC YELLOW' O _ - - - - - - - - - - - - - - - - - - _ _ _ _ _ I / ' ,//�ji' /�/i��ii' 2. ALL PEDESTRIAN RAMPS SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL - - - - - - U I� j /O� - - - - - - - - - - - - - - I- - / //// / /, // '// I - SEE SHEET C3. - - - l^'^^ 47.25FG /� / ,/i // DRAWING SD-712H TYPE "H1". Q - - - - 3. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND O SEE SHEET C3.4 WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC O SPECIFICATIONS. PROVIDE SOIL DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATION AND A COPY OF O O THE COMPACTION TESTS. W 4. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (J") MIX, PG 64-28 FIVE LI INCEHES (5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, O 0.50 INCH (J") MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK 5. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. 7. ALL TOP BACK OF CURB RADII TO BE 20 FT UNLESS OTHERWISE CALLED OUT. O O O � O O O ALLEY-W PROFILE 0+00 1 +00 2+00 3+00 4+00 4+53 O 2560 2560 O 0 ox2oo 0000 O ctigi4,ll<`Y Ax 255 N �N s,,�sgll 2555 04 m �� U FINISHED GRADE o o N ��Lq o -1. + OO �3 N I-L m U N (' 4+36.85 `V 00 U N m - - _ _ -0.40% GB 2550.26 cma o - - - - - - - - - - - - - - _ _ _ -'.s oq 2550 - - - - - - - - - 2550cn EXISTING GRADE ? w 00 0 C' w Q w O N (/ Q 4" PI SLEEVE o Y O w CD 2 U N M 4" P SLEEVE V o2 m 4" PI S EEVE m L�j z � 2545 2545 Q w W w oUoL_ o Plans Are Accepted For Public SS\GkST Fti0 Street Construction By stamping and signing the improvement plans, the Registered 9412 Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically 61 12/14/20 and previously approved by the District in writing. Acceptance of the Tq re OF VD P 2540 2540 improvement plans by the District does not relieve the Registered ti��S. KIN�� 0+00 1 +00 2+00 3+00 4+00 4+53 Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 3 LO } LO CID 6 r N , N \\\ \\\\\\ W E j I I I N CD CD I \\ Lq \1 iry CO n O°p +� O + + Uz)Lr) U-) \CID w _ - - - \\ \`\\\\\\ 0 30' 60' W LLI \ \ \\�\ \ \ . SCALE 1 = 30' z \ \\ \\ \\\\\\\\\ \\C \\ \\\\\\\\\ \ J 7+54.80 \ I 7+34.79 6+97.03 a. \ \ \�. \ \ ;• \`\ �\�. \ \\ \ s+58.33 \� `� \ W. SKI HILL ST �:\ \\ 50.59 CL I 50.51 CL 50.35 CL \ \ 50.20 CL \\ \\\S' \\\ \\ 3 7 .8 W. SKI HILL ST 7+oD \\ \\ \\\ \ \ \\ \ 50.34EP I 50.10EP 7 \\\ \ \\\\\ \\\ \ \\\\\\\\ \ 50.32EP \�\ W \ \ 1 50.21EP \ \ \\\ \ \ V� KEYNOTES: till 1 r 6+58.33 14.501E \\ \ \ \\\\ 0 \\ \ \ \\\\�\\\\\\\\ \ O 1 osR2abp ��- - 50.16 TRC _ \ \ \ \\ \ _ _ \ \ \ \\ \ \\\\\\\\\ \ 1 INSTALL 4' VALLEY GUTTER PER ISPWC AND ACHD SUPPLEMENTAL O - 800 DRAWING SD-708 U Q U \ W ao \ \\\\\\\\ \ .. (n \ \ \ \ \�\\\\\\\� \ V Z o \ INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE. Z CDCD \ 50.80 NC I 5+78.40 16.50<Z2 ) 'R 5+78.40 16.501E o 2s I \ 50.80 NC I + O + �/ I J So \ o c� o c� \ ,� \\ \\\\\"`\ b \ INSTALL TYPE III ROADWAY BARRICADE WITH SIGN THAT ° \\\\ �, \ \` �` \ \\�\\ \\;\��\ 3 STATES "THIS ROAD WILL BE EXTENDED IN THE FUTURE". (D w w 7+19.80 26.73L \� \ \ I f f N \ , \ o N 50.57 TRC G) � o M m � 50.90NC --- - \ _ rn \ \ � o \\ o o oCAD 50.36 EP I - w 5+53.09 16.50'R - d• + n o n + + "' \\ 2 n BOCK 3 5+53.09 16.511E d' - > °' o 0 0 \ \ \ + \\\\\\ \ INSTALL CATCH BASIN #1 PER ISPWC AND ACHD SUPPLEMENTAL O + + I ¢ 50.90 NC I 50.48EP \\ \ \\\\\\\ \ w ti 5+53.09 I ` I \ \\ \\\\\\\\ O4 DRAWING SD-604A. 2550.79 TRC, 12" INV 2548.05'. N d 50.77 CL U d I d 1 C \\ 3\\ (Q100=1.60CFS, Q25=1.15CFS). L.L O O I ¢ 5+32.63 36.52' I ` \ \ \ 1+27.11 \ \ 'f \ LL Q 50.92 TRC 50.55EP O.g7 0+89.23 \ \50.98 CL 1+39.64 INSTALL f25LF 12" C-900 @ 0.24%. V1oo= 2.56 FPS. 12" INV O a z W I q ~0+50 \ \ \\ \ \ \ \ 5 w O = 51.13 CL 6 y 50.83 CL \ \ \\ \ \ \\51.03 CL \ O CB#1 2548.06. 12" INV CB#2 2548.00. m Q W. TOMAHAWK ST I 50.71 EP \ \ � w 51.04 NC (n 0 00 1+00 \\ \ \ \ \ \ \\\\ \ " W. TOMMAWK ST W O 5+18.11 16.501E 150.78EP 5 "� SEE SHEET C3.3 5O I 5+18.11 I N I I 0.63% 0+36.50 50.68EP \ 1 \ 50.83EP \ ° _ ° 0+00 50.96 CL 4 50.58EP ��\ \\\�� \ INSTALL CATCH BASIN #2 PER ISPWC AND ACHD SUPPLEMENTAL O I} I I I I 150.91 CL o 50.79 TRC 36.50' F- I 50.91 CL 50.79EP \ \\ \\�\\\\\\\\\ \ O DRAWING SD-604A. 2550.79 TRC, 12" INV 2548.00'. (f� Q \ \\ SEE SHEET C3.0 - r� W 50.67EP d. ° \\\\\ \\\\\\\ 2 \\\\ \ (Q100=0.20CFS, Q25=0.14CFS). Z I 0 s �° \\ \\\\\ \\�\\\`� \`�\� \\ INSTALL CATCH BASIN #3 PER ISPWC AND ACHD SUPPLEMENTAL o 10 o W 50.76EP I� DRAWING SD-604A. 2550.16 TRC, 12" INV 2547.42'. W m } (Q100=3.45CFS, Q25=2.75CFS). I r + BLOCK f' • o ° 00 A o 0 0 + + INSTALL f25LF 12" C-900 @ 0.24%. V = 4.59 FPS. 12" INV CB#3 2547.42. 12" INV CB#4 2547.36 w + 1+12.93 27.58'R M M o N ,� 1+39.63 31.16'R `\ \\\\``�\\`� \` \ INSTALL CATCH BASIN #4 PER ISPWC AND ACHD SUPPLEMENTAL w I o 51.01 TRC N N \ \\\`\ `\ \ O DRAWING SD-604A. 2550.16 TRC, 12" INV 2547.36'. ° U I �, �, ^ �, 7 ^ 51.17 TRC \ \\` \\\` 9 A < I O 50.80 EP + + 50.96 EP N ' \` \ \\\ \\\\ \ (Q100=2.35CFS, Q25=1.69CFS). h I • SEE SHEET C3.0 SEE SHEET C3.2 I \ \` INSTALL GROUND WATER OBSERVATION WELL PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-627. W Q � O L� ASCENT-SKI HILL PROFILE TOMAHAWK PROFILE Q C) 7+55 7+00 6+00 5+50 0+00 1 +00 1 +56 2560 2560 2560 2560 NOTE: O 1. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN \ 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' Z 2. ALL PEDESTRIAN RAMPS SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE "H1". Q 3. ANY ABANDONED BUILDINGS, TEST PITS, TEMPORARY STORM DRAIN PONDS AND �xA2 WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE REEXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SOILMATERIAL MEETS THE 2555 �� 2555 2555 5x1�o�° T°�9y��\F 2555 REQUIREMEN SS FOROVIDE ENGINEEEREDATA FILL PER IIS WCTO VERIFYATIVE SPECIFCATION AND A COPY OF 9�'F THE COMPACTION TESTS. o o °o M 4. MINOR ARTERIAL ROADWAYS SHALL BE SP-3, 0.50 INCH 6") MIX, PG 64-28 FIVE rn o rn rn "D o Q' o si ci "'�' o N o0 0 INCEHES (5") THICK. LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE SP-3, o '-"' M �o ad o LO o 4`�`5 +o� +� �'o +`f' 0.50 INCH (�") MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK LO M� •O MN I� + +N +C ON +� +N ±N r-N ^N U ')`C" "' o m o+ U') o m � o`� m m 5. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR °c�° M m D`" FINISHED GRADE LO C-Dm " m m �' C-Dm �' " VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS CD M "" 6. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH C.D1 23% ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. -2.00 1.90% -0.77% 0.40% 0.40% 7. ALL TOP BACK OF CURB RADII TO BE 20 FT UNLESS OTHERWISE CALLED OUT. o - 0 %- Y 0 40% -0.40% _ i 2550 = _ _ - _ 0.40%- - - - - = ° - - �EXISTING - =_5s% _ - - - - - 2550 2550 - - - - - - - - - - - - 2550 aFINISHED GRADE EXISTING GRADE � rn GRADE \ o ti cn 12" C-900 \ I Q LT oN oN a 8" C-900 12" C-900 STORM DRAIN 8' C-900 N e Lia w PI SLEEVE STORM DRAIN P SLEEVE \ zo Y O CD 2545 2545 2545 \V 2545 V o m m o w o z � = Qw 24" CLAS III RCP ~ J GRAVITY IF RIGATION Plans Are Accepted For Public Street Construction �S�G,ST N F� R c By stamping and signing the improvement plans, the Registered 2540 2540 2540 2540 Engineer ensures the District that the plans conform to all District 7+55 7+00 6+00 5+50 + policies and standards. Variances or waivers must be specifically 9412 0 00 1 +00 1 +56 and previously approved by the District in writing. Acceptance of the 12/14/20 improvement plans by the District does not relieve the Registered sr �o Engineer of these responsibilities. �ygOSOKIN��P BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 .4 LO 00 CAP FOR PIPE / ORIFICE TO DISCHARGE - 50.33FG CAP FOR PIPE / - NT L(� 0.60 CFS AT FINAL STAGE OVERFLOW DISCHARGE 0.26 CFS AT FINAL STAGE N A OVERFLOW DISCHARGE ORIFICE TO DISCHARGE N EASEMENT ROW 37'-0„ ROW EASEMENT � 12" STAINLESS STEEL PIPE CAP WEDGE PRODUCT + \ 12" STAINLESS STEEL PIPE CAP WEDGE PRODUCT + N PART NO.\6015.S OR APPROVED EQUIVALENT \ PART NO. 6015.S OR APPROVED EQUIVALENT 33'-0" \ \\ N W E \ W E C� 2'-0»� f 16'-6" 16'-6" �2'-0" O \ \ \ `� `\ 8' 0" 8'-0$' O F � � - 14'-6" 14'-6" SCID y S `� `� S 3.•/ 5 -0 2,_0» 2,-0„ 5'-0' � z F� CAP FOR DISCHARGE \ CAP FOR DISCHARGE S�opMgX CUT 1 MPx o \ \� - NTS 0 10' 20' -------------- f SLOPE 2.00% SLOPE 2.00% : -------------- 01 0 10' 20' 47.00FG \ \ \ ` \` \�� 3.•/ Q > \ ` \ LLJ �� ] \ ` \`\ �:1 MPx F/�C MqX BUT � I \ \\ ` � „ Ill - o Q $ \ `\\ SCALE 1 = 10 4' - 3/4" MINUS 2 1/2" ASPHALT \ \\ SCALE 1 - 10 o \ CRUSHED GRAVEL z \ \ \ N �� \ �\ PAVEMENT 90 STANDARD VERTICAL CURB & 14" PIT RUN rrJn \ 6 `� ` \\ GUTTER PER ISPWC AND ACHD V N \ \ \ �2�• O ��, �\ SUPPLEMENTAL DRAWING SD-701 CONCRETE SIDEWALK PER ISPWC Q \ \� 51.00FG ` ` \ a, `\ ` \\ � �� AND ACHD SUPPLEMENTAL DRAWING J \\\ \ N \ FA Q `\\ \ ` \ \ N \ ` \ \ \ \ \ MANHOLE P2-1 ] MANHOLE P1-2 47.00FG \ �o� TYPICAL 37FT ROW SECTION Q _ ` O O \\\ 1 $ \ 47.00FG \ ` \ `\\ �L5 - NTS - U \N�-/I \ `` `\ \ \ \`\ z O O \\`\ o 6 \` � ` o \\ FA \`\ EASEMENT ROW ROW EASEMENT V (� `P ` \ 91' MANHOLE P1-1 0 \ \ MANHOLE P2-2 33'-0" O \ I 47.65FG \ •O' 47.1 47.65FG 51.00FG \ \ 47.10FG 50.33FG � i 29'-0" Cv 51.00FG in Q cli \ s ANGLE FOR MH'S 50.33FG \\ ANGLE FOR MH'S 2'-0°° 14'-6" 14'-6" jt2'-0" W m O O O \ N NTS - 3.2: FA i �\ `\ \\` - NTS - 6'-0" 6'-0" O a 47.79FG �s ` ` 12'-6" 12'-6" O ` \ 0 4 so00 ` \\`` \`\\ SGOPFgX CUT 2'-0" 2'-0 OV w O C14 O F`\ \ ____________ SLOPE 2.00% SLOPE 2.00% SV O ----------- m O \\ 47.75FG F MqX UUT W " o_ 2" ASPHALT 2 1 4" - 3/4" MINUS �\ 47.90FG 47.25FG�� O I ` \ `\ `\ J O 9 \ I s� \ INSTALL ROOT CRUSHED GRAVEL / Q Q 50.50FG // - - -- �� `\ \ `\ BARRIER ON 6 FT PAVEMENT 49.83FG �� Q ` `\ WIDE PLANTER 47.90FG `\ - - - - - 6�� \\ �\ `� \\ ` \ `\\ STRIPS 14" PIT RUN 10 47.90FG ` ` ` ` `\ CONCRETE SIDEWALK PER ISPWC STANDARD ROLLED CURB & GUTTER O O 3.6:1 \ \ g 2 - - -- F \ PER ISPWC AND ACHD W \ \ O 4 d 51.00FG � � I14.00 I 47.90FG � \ � `� � I ��\ ` \ \ AND ACHD SUPPLEMENTAL DRDAW�NO9 � � 47.90FG 50.50FG h� 10 10 � � SUPPLEMENTAL DRAWING SD-702 47.25FG \ p 24.50' 49.83FG 47.25FG �s TYPICAL 33FT ROW SECTION (NO PARKING EITHER SIDE) \ 51.00FG 5 51.00FG 2 C -- ----- 10 I 12.25' - NTS - 21 00' \ - - - 7 2548 a 51.00FG 47.25FG o 47.25FG a `\ r-; O EASEMENT EASEMENT 3 \ 1 50.33FG 2 � a 50.33FG 2550 ��50.33FG P/U 33'-0" PA sa s a 40.50 - - - _ 37.15 29'-0" 1 5 \ \ �\ \ FLAT LANDING 5' 0" 14'-6" 14'-6" 5 0 FLAT LANDING BEHIND SIDEWALK \ \ BEHIND SIDEWALK 12" INV AT CB #4: 12'-6" 12'-6" W. TOMOHAWK ST 2547.36' \ 12" INV AT CB 2. \ 4 3/ MqX MPX O�Z SEE SHEET C3.4 2548.00' �_ a ��\ \\ S4 pF SLOPE 2.00% SLOPE 2.00% 5�°PE Q Q 3 \� \\ MPX FUG\ F<< MqX UUT O O W. SKI HILL ST. � a O DRAINAGE POND #1 PER ACHD BMP 11 SEE SHEET C3.4 \ SECTION VIEW - NTS - 2.5" ASPHALT 14" OF 6" CONCRETE SIDEWALK PER INSTALL 30" OVERFLOW STAND PIPE PG 58-28 MINUS PIT RUN ISPWC AND ACHD O WITH GRATED LID-1 . DRAINAGE POND #2 PER ACHD BMP 11 EXTEND BASE MATERIALS SUPPLEMENTAL SD-709 W INSTALL 48" STORM DRAIN MANHOLE-P1-1 PER 6" BEHIND CURB (TYP) INSTALL 48" STORM DRAIN MANHOLE-P1-2 PER RIM: 2550.50' SECTION VIEW - NTS - (NP) ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-611. O INSTALL 30" OVERFLOW STAND PIPE W ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-611. 7 12" IN-SW = 2548.10' WITH GRATED LID-2 STANDARD VERTICAL CURB AND RIM: t2550.83' 4" OF 3/4" MINUS O 12" IN-S = 2547.98' RIM: ±2551.05' 12" OUT-NE = 2548.10' INSTALL 48" STORM DRAIN MANHOLE-P2-1 PER INSTALL 48" STORM DRAIN MANHOLE-P1-2 PER RIM: 2549.83' CRUSHED GRAVEL GUTTER PER ISPWC & ACHD O O 12" IN-E = 2548.45' NO SUMP ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-611. ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-611. O 12" IN-SW = 2547.45' SUPPLEMENTAL DRAWING SD-701 O 12" OUT-NW = 2549.50 12" OUT-NW = 2548.45' RIM: ±2550.25' RIM: ±2550.30' 12" OUT-W = 2549.50 - BYPASS 4 12" IN-E = 2547.85' 12" OUT-NE = 2547.45' O SUMP= 2546.45' O 12" IN-S = 2547.35' O NO SUMP TEMPORARY ENTRANCE SECTION (NO PARKING EITHER SIDE) SUMP= 2545.98' INSTALL t15.5LF 12" SDR-35 ® 0.65% 12" OUT-NW = 2547.85' 12" OUT-NW = 2547.35' 8 12" INV AT OVERFLOW 2548.10' - NTS - INSTALL t20.5LF 12" SDR-35 ® 0.25� 12" OUT-W = 2548.83 - BYPASS SUMP= 2545.80' ° 12" INV AT GIRR MANHOLE 2548.00'. INSTALL t13.5LF 12" SDR-35 ® 0.74% INSTALL t23LF 12" SDR-35 @ 0.35% SUMP= 2545.35' 5 12" INV AT MAINBAY 2548.40' O8 12" INV AT OVERFLOW 2547.45' INSTALL t19LF 12" SDR-35 � 0.52% O2 12" INV AT FOREBAY 2547.90 12" INV AT MH P1-2 2548.45'. O5 12" INV AT MAINBAY 2547.75' 12" INV AT GIRR MANHOLE 2547.35'. 12" INV AT MH P1-1 2547.98 INSTALL ARMORED SPILLWAY PER INSTALL t16LF 12" SDR-35 @ 0.62% 12" INV AT MH P2-2 2547.85'. O ACHD BMP 11. O2 12" INV AT FOREBAY 2547.25 ROW ROW INSTALL t3.5 LF 12" SDR-35 © 1.42%. CAP INV AT MH P2-1 254735 O INSTALL ARMORED SPILLWAY PER 12" .END AT POND AND DRILL ORIFICE, PER INSTALL t2.5 LF 12" SDR-35 ® 2.50%. CAP ACHD BMP 11. 20'-0" INSTALL t23LF 12" SDR-35 04.56% O3 SHEET, O O END T N DRILL 12" INV AT MH P1-1 254 . ' O DISCHARGE TO DRAIN IN ERT T AT MANBAY 10 T ASH RA K. NSTALL 6 SQUA E INSTALL FLARED END SCTION ITFEET O DETAILTHIISSHEET, FOR ORIFICE, R CONTROLLED INSTALL FLARED END SECTION WITH 12" INV AT MH P1-2 25488.4545'. 2548.15' INVERT AT POND OVERFLOW INSTALL t5.5LF 12" SDR-35 ® 17.8% 6 DISCHARGE TO DRAIN. INVERT AT MAINBAY 10 TRASH RACK. INSTALL 6 SQUARE FEET 10'-0" 10'-0" MANHOLE 2548.10'. OF RIP RAP AT THE END OF THE O 12 INV AT MH P2-1 2548.83 2547.50' INVERT AT POND OVERFLOW OF RIP RAP AT THE END OF THE TRASH RACK. ♦^ 12" INV AT MH P2-2 2547.85'. MANHOLE 2547.45'. TRASH RACK. SC�pMgX CU 2, 8'-0" 9'-0" 1, 1 MPX 033 V o m f T SLOPE 2.00% SLOPE 2.00% 3�OP� ? Uj N J 2550.50' HW 2550.50' TOP INSTALL 12" STAINLESS STEEL PIPE CAP WEDGE PRODUCT INSTALL 12" STAINLESS STEEL PIPE CAP WEDGE PRODUCT `- S U' a' � 2549.83' HW 2549.83' TOP PART N0. 6015.S OR APPROVED EQUIVALENT. SEE DETAIL BELOW PART N0. 6015.S OR APPROVED EQUIVALENT. SEE DETAIL BELOW MAIN BAY DESIGN VOLUME ARMORED SPILLWAY. MAIN BAY DESIGN VOLUME ARMORED SPILLWAY. X F\�\ 3'1 Mq W cn i J 2551.00' FG V 2028 FT3 SEE ACHD BMP 11. 2551.00' FG POND SIDE SLOPES TO 2550.33' FG V 4971 FT3 SEE ACHD BMP 11. 2550.33' FG �:1 �P FIG X SUT -"� M 100- 2550.50' HW BE 3:1 ON SIDES 100 2549.83' HW °pE W °O co REQUIRED VOLUME REQUIRED VOLUME 5\ cn o V 1236 FT' FOREBAY DESIGN VOLUME ADJACENT TO PEDESTRIAN 4834 FT3 FOREBAY DESIGN VOLUME 14" - PIT RUN ? w - o0 100 V 523 FT' INSTALL BENTONITE FACILITIES. SIDES OF V100 V -901 FT' INSTALL BENTONITE o N �, N 100= CLAY LINER 100 CLAY LINER 1 FT RIBBON CURB (� Q L C" N REQUIRED VOLUME POND ADJACENT TO REQUIRED VOLUME 4" - 3/4" MINUS N CD w V100=241 FT' PER MANUFACTURERS A PLANNED FENCE TO V100=777 FT' PER MANUFACTURERS CRUSHED GRAVEL z z RECOMMENDATIONS. BE 2:1 RECOMMENDATIONS. STANDARD ROLLED CURB & GUTTER W ui o v c"'Y, o a ALL POND SIDE SLOPES 3./ s Q CLAY LINER 6" 4•1 s CLAY LINER 6" PER ISPWC AND ACHD o a TO BE 3:1 �� MINIMUM THICKNESS. �� MINIMUM THICKNESS. SUPPLEMENTAL DRAWING SD-702 2-1/2" ASPHALT PAVEMENT m 0.50% MIN 0.50% MIN V 0 �- m � i $ 2547.90' FG $ 2547.25' FG z 2547.65' FG 2547.00' FG 20 FT PUBLIC ALLEY/PRIVATE DRIVE SECTION w 12" INV AT POND FROM PER THE SOILS REPORT BY SITE 12" INV AT POND FROM PER THE SOILS REPORT BY SITE - NTS - < = Q J m CONSULTING DATED AUGUST 17, 2020, CONSULTING DATED AUGUST 17, 2020, o v o L- o 4" MIN TOP SOIL (MAIN AND FOREBAY) MH 2547.90' 4" MIN TOP SOIL (MAIN AND FOREBAY) MH 2547.25' 12' INV AT POND FROM GROUNDWATER MEASUREMENTS WERE 12" INV AT POND FROM GROUNDWATER MEASUREMENTS WERE WITH VEGITATION. SEE ACHD WITH VEGITATION. SEE ACHD OVERLOW 2548.40' TAKEN IN TEST PITS. GROUNDWATER OVERLOW 2547.75' TAKEN IN TEST PITS. GROUNDWATER BMP11 FOR SOIL CLASSIFICATION 12" INFILTRATION PIPE BMP11 FOR SOIL CLASSIFICATION 12" INFILTRATION PIPE IS EXPECTED TO BE LOCATED AT IS EXPECTED TO BE LOCATED AT �Vp NA( F 2547.90' FG ±2547.10' AT ITS HIGHEST BETWEEN 2547.25' FG ±2546.35' AT ITS HIGHEST NEAR 5 G1ST tiG, 2547.15' 0 TEST PIT 3-4. 2546.35' 7 TEST PIT 4. STORM DRAIN POND NOTE: GW = STORM DRAIN POND NOTE: GW = Plans Are Accepted For Public CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS Street Construction HIGHER THAN THE EXPECTED ELEVATION FOR ANY INFILTRATION FACILITY. HIGHER THAN THE EXPECTED ELEVATION FOR ANY INFILTRATION FACILITY. 941 CAP FOR PIPE - - CAP FOR PIPE _ B stamping and signing the improvement plans, the Registered �J IF ROCK IS ENCOUNTERED, THE CONTRACTOR SHALL HAVE PERCOLATION TEST / \ IF ROCK IS ENCOUNTERED, THE CONTRACTOR SHALL HAVE PERCOLATION TEST BENEATH SPILLWAY / \ Y p 9 9 9 p p 9 12/14/20 PERFORMED BY THE SOILS ENGINEER AFTER POND IS FULLY EXCAVATED .A ACHD NOTE: BENEATH SPILLWAY / PERFORMED BY THE SOILS ENGINEER AFTER POND IS FULLY EXCAVATED .A NOTE: / Engineer ensures the District that the plans conform to all District sT �o PERCOLATION RATE OF 2" HR WILL BE USED FOR DESIGN BASED ON THE SIDE SLOPES TO BE ACHD PERCOLATION RATE OF 2" HR WILL BE USED FOR DESIGN BASED ON THE SIDE SLOPES TO BE ACHD C TE OF: P / / policies and standards. Variances or waivers must be specifically y SOILS REPORT DONE BY SITE CONSULTING DATED AUGUST 17, 2020. IF THE APPROVED SOD. CONTACT CUT OPENING AS SHOWN IN END CAPS + SOILS REPORT DONE BY SITE CONSULTING DATED AUGUST 17, 2020. IF THE APPROVED SOD. CONTACT CUT OPENING AS SHOWN IN END CAPS + and previously approved b the District in writing. Acceptance of the ��S. KIN�� PERCOLATION RATE IS LESS THAN SPECIFIED BY THE SOILS REPORT AND DEVELOPMENT SERVICES AT PERCOLATION RATE IS LESS THAN SPECIFIED BY THE SOILS REPORT AND DEVELOPMENT SERVICES AT P Y pP Y g p ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT ACHD FOR APPROVED EQUAL. 12" INV = SEE PLAN FOR ELEVATION / ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT ACHD FOR APPROVED EQUAL. 12" INV = SEE PLAN FOR ELEVATION / f, improvement plans by the District does not relieve the Registered FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE Engineer of these responsibilities. SHEET REQUIRED INFILTRATION. SOIL INFILTRATION TO BE TESTED AND VERIFIED BY REQUIRED INFILTRATION. SOIL INFILTRATION TO BE TESTED AND VERIFIED BY ACHD INSPECTION SERVICES AT THE TIME OF EXCAVATION. DRAINAGE POND #1 SECTION PER ACHD BMP 11 ORFICE DETAIL ACHD INSPECTION SERVICES AT THE TIME OF EXCAVATION. DRAINAGE POND #2 SECTION PER ACHD BMP 11 ORFICE DETAIL BY DATE - NTS - NOT TO SCALE - NTS - NOT TO SCALE ADA COUNTY HIGHWAY DISTRICT C3 . 5 LO 00 LID \ N � \ ``\ W E C'I I ` 0 ` O S 00 \ ` 0 \ Q > I W 0 50' 100' w � w \ \ SCALE 1 = 50 J LL- BLOCK 6 \�. \\1° f `\ WATER METER LEGEND U U-) m O W 3/4" DOUBLE METER SERVICE. \ \ (PER CITY OF MERIDIAN STANDARD DRAWING W-1) z O w �l \\ 3/4" SINGLE METER SERVICE. r n SEE SHEET C 4. 1 \ \\\ ACHD PERMANENT d (PER CITY OF MERIDIAN STANDARD DRAWING W-2) V O EASEMENT Q CENTER OF WATER METER TO BE 2' BEHIND m —W.WSKI HILL ST. \ \ \ BACK OF SIDEWALK (TYPICAL). Uj S LINE A \ \ \ \ PURDAM STUB 0L \ \ DRAIN EASEMENT NOTE: O W 0 ` 1 \ 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 U U-) O I \ 1 \ CERTIFIED. w ` '2. ALL MIDSECTION WATER LINES NEED 5 OF COVER m W W O 2 \ \ _ I \ \ ALL OTHER WATER LINES NEED 4' OF COVER. U Q w 110 3 4 • U W. TOMAHA 0. WK ST. \ \\ `\ SEWER LEGEND W J L�5 I LINED S — \ J \ \ S NEW 8" SEWER MAIN U I I I 6 \ \ 2 \ EXISTING 8" SEWER MAIN RI 4 3 \ \ NEW 4" SEWER SERVICE w $ 48" DIAMETER SEWER MANHOLE �I ACHD PERMANENT 4 1 \ • I Iw EASEMENT I \ \ OO EXISTING 48" DIAMETER SEWER MANHOLE � g \ � J I 5 BLOCK 5 4" SEWER SERVICE LABEL Q ACHD PERMANENT \ \ —6 STA: = SEWER MAIN STATIONING 10 EASEMENT i STA: 6+82 43.0' L OR R = LENGTH OF 4" a 6 I O IN430' L SERVICE LEFT OR RIGHT OF MAIN LINE. U I INV 27.48 = 4" SEWER SERVICE DEPTH \ 10 FEET BEHIND PROPERTY LINE. \ SERVICE LINES HAVE A MINIMUM 2% �-- a 7 �•. \ GRADE TO THE PROPERTY LINE. 12 W — \ W - 8 \\ w I } 13 QI \\ I CK I L g \ Z � I w N �I NOTE W 14 W1 Z I 1 I CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION (� _ N FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. rrl a 15 LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL I — 1 BLOCK NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. I 16 — 3 2 3 4RI I 1 17 1 0 Y W. CHAIR LIF I�ST.� W ♦♦^^ c�^ LINE C — } W. CHAIR LIFT ST. - s LINE B z SI S ♦ CC a c -� WN � I W M —I— -- z N p I � z SEE SHEET C4.2 zl SEE SHEET C4.2 ' - N 1 I QwN J I I 6 7 !ZIP U, � w � ¢ w 3 W Y W � U N Q ACHD PERMANENT a a w i I� II EASEMENT U r2 m U ACHD SLOPE Q� m p EASEMENT C:YL E IDIAN - APPROVED FOR z IDAHO Q W W W 211d CONSTRUCTION o U o L- o BLOCK 1 5 W 1 � BL K 1 � WA These plans and/or specifications have been reviewed for .W — _ _ compliance with Meridian City Standards and Specifcations. ,,\oNAL F This review does not relieve the owner, engineer, or contractor 5 `,1 tic of the responsibility to design and/or construct those facilities — — — in compliance with all current applicable federal, state and local i W EXISTING 12" laws, rules, regulations, ordinances, development agreements, 9412 W. FRANKLIN RD. WATER MAIN specifications, orders or approvals, all of which the City retains — the right to enforce. Inconsistencies not noted by City staff shall 12/14/20 ^O SS I not be construed as approved unless specifically addressed STa Pao —SS O in writing by the City. Any proposed revision to these plans must C'ygo e of be submitted for review and compliance with the Meridian City S. KIN Standards and Specifications before said revision is constructed. SHEET Name Date C4 . 0 M 00 WATER METER LEGEND ' N \ 3/4" DOUBLE METER SERVICE. SSMH 7 (PER CITY OF MERIDIAN STANDARD DRAWING W-1) C) NOTE FOR WATER INSPECTION: NOTE STA: 7+01.86 g Q AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS fir-- 3/4" SINGLE METER SERVICE. 0 AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES z EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION v - cJ (PER CITY OF MERIDIAN STANDARD DRAWING W-2) 0 DRAWING SD-403 FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. Cn 0 30' 60' LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL - II - I CENTER OF WATER METER TO BE 2' BEHIND Q W NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. I - - 1 - I STA: 6+77 O BACK OF SIDEWALK (TYPICAL). w 41.7 R Q NV. 44.80 SCALE 1" = 30' I 4 w J NOTE: Z z = 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER J - - STA: 6+55 CERTIFIED. U' O - �- 41.7 R METERS AND WATERWORKS BRASS BE ANSI/NSF 61 .♦ j I 4 INV. 44.70 O - 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER S E E SHEET N ALL OTHER WATER LINES NEED 4' OF COVER. J a � a Q ° C4.2 0 0 0 0 � O O O O O O m U 1 , 74 WATER KEYNOTES of o _jR NJN � JO � Jo o �� N �� J� � J�o mJ� o r, f115LF8" WATERMAIN W ° _ 00 00 00 O� �J� + J� + J� Jo � Jo 1 O I+ �I IN �I IN M�I IN �I I"' �I I"' �I I"' �I I"' �I I" �I I� �I I� L6I I� L61 I� �I Imo' �I Imo' n �I _ 19L�NIE ¢ �>„ z > �,> ? CONNECT TO EXISTING 8" WATER MAIN AT EXISTING STUB ATv' vzzv' `V) z ~" zz // ROW. REMOVE ANY WATER STUBBED PAST ROW AND INSTALL z ILI Ll I ° ° - 4 45• BEND. O U- - -1- -1 - - � - - � - - - - -I- -I- - ---� - - - - - - -I- -1- - -4 - 4 - � - - -1- - I � INSTALL 8"x6" TEE (MJxFLG) O SSMH 2 O� = SSMH 6 /STA: 0+41.10 - - - - - - �' SSMH 4 STA: 5+91.95 / S. / 1 - 6" GATE VALVE (FLGxMJ) Q OLINE A STA: 4+70.270 INE D STA: 0+00.00 I �Q INSTALL FIRE HYDRANT ASSEMBLY PER CITY NA s 1+00 0, D• A s 2+00 3+0 4 00 LINE A 5 / / O3 OF MERIDIAN STANDARD DRAWING W 8 WITH LL I II ASCENT 1�� s s s 5+�00 �� / \ ±18 LF OF 6" C-900 DR18. O W _ SSMH 3 0,0 ASCENT 4 4 / // • I �- - - 4 4 4 4 ASCENT 90• q� 4 4 t56LF 8" WATER MAIN O 1 >> LINE A STA: 1+00.00 4 0 - -1 4 1 2 SSMH 5 / / / POTABLE/NONPOTABLE PIPE CROSSING. SEE L.0 LINE B STA: 0+00.00 1 I 4 I I � 4 I I 4 I 1 4 I 1 1 1 4 •�55 LINE C STA: 0+00.00 w w w w w STA: 5+52.75 / �j O m LiWATER NOTE 3 ON COVER SHEET C1.0 ♦ 8 4 7 4 4 4 4 4 // � W t100LF 8 d O WATER MAIN 5 // INSTALL 8" TEE (ALL FLG) 2-8" GATE VALVES (FLGxMJ) O Z rn I I I I I I I I I I I I / / 1-8" FLGxMJ ADAPTER O I �•♦ 4 t40LF 8" WATER MAIN 1 °w° � - --1 - --� - - -r - _ - -r - - - - -1- � - - -r - - -r - - - -I- ---I - - -r - - -r - ¢ - e I 1 I l = �N ° ° 1 T ° ° ° + ° ° ° + + `�� e 3 t46LF 8" WATER MAIN /� /� ° ° �P / 6 INSTALL 2" BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN ° } } t26LF 8" WATER R MAIN / STANDARD DRAWING W-13. 0 1 I SSMH 1 0o I o 0 0 0 o N o o u o 0 o co o a o o N o o r� OQ O I� �� ' N :' �N _ STA: 0+00.00 - + o IN �I IN �I N N _ �; � e O O -I D + + + + �� 7 moo o �� a o Ln r In n �J Oro n �J n �J n �z n �z � �z �z ~n �z ~n �z i �z a �z OD � �� / // 7 - INSTALL 8" CROSS (ALL FLG) O O O O O O O O O o / / O 3 8" GATE VALVES (FLGxMJ) SEE SHEET SEE SHEET /� 1-8" FLGxMJ ADAPTER Ex C4.2 II �0Po CC" n__j on, C w C4.2 O t345LF 8" WATER MAIN 00 // 8INSTALL 8" 45' BEND WITH THRUST BLOCK. 1 � SEWER LEGEND s NEW 8" SEWER MAIN W�O 0+00 1 +00 2+00 3+00 SEWER LINE A PROFILE 4+00 5+00 6+00 TfF EXISTING 8" SEWER MAIN O 8" C-900 NEW 4" SEWER SERVICE W O PIRR SLEEVE • 48" DIAMETER SEWER MANHOLE 12" C-goo FINISHED GRADE EXISTING 48" DIAMETER SEWER MANHOLE O GIRR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4" SEWER SERVICE LABEL - - - - - - - - - - - - STA: = SEWER MAIN STATIONING - - - : + 43.0' L OR R = LENGTH OF 4" Q 2550 EXISTING GRADE - - - - 2550 - 43 0' L SERVICE LEFT OR RIGHT OF MAIN LINE. U� - - - - - - - - - - z - - - - - - INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH 8 C-900 10 FEET BEHIND PROPERTY LINE. 12" C-900 SD 0o PIRR SLEEVE SERVICE LINES HAVE A MINIMUM 2% 8" WATER MAIN GRADE TO THE PROPERTY LINE. 8" WATER MAIN 8" WATER MAIN SEWER KEYNOTES 254 545 2 INSTALL SSMH 1 BY CONNECTING TO EXISTING 8" SEWER MAIN STUB 11.5' 35.20 LF 8" O OCCUR CONTACT ENGINEER OF RECORD. No BEFORE THE CLEANOUT. CALCULATED 8" INVERT AT 2539.49' IF DISCREPANCIES 37.10 LF 8" Z N SEWER @ 0.40% W 4 " m 105.91 LF 8" SEWER @ 0.42% N B 78.49 F 8" SEWER @ 0.42% SEWER SERVICE DOES NOT MEET SEPARATION REQUIREMENTS. USE 4" C-900 FOR CC cfl rn a O SEWER SERVICE. LV N M o 340.04 LF 8" SEWER @ 0.41% 48"0 SSMH 7 4 48" SSMH 6 7+01.86 SEWER LINE SWR 81.13 LF 8" SEWER @ 0 42% 48"0 SSMH 5 RIM 2550.5t w CD 0 w 5+91.95 SEWER LINE A-SWR w oN N N Q 2540 48"0 SSMH 4 5+52.75 SEWER LINE A-SWR 8" OUT 2542.91-E 2540 4+70.27 SEWER LINE A-SWR RIM 2550.5t �' n Z w Y o 0+00.00 SEWER LINE D-SWR 8" IN 2542.21-NW 8" I 2542.47-W z wi o T48"O SSMH 3 RIM 2550.8t 8" OUT 2542.11-S 8" OUT 2542.37-SE W o 48"0 SSMH 1 48"0 SSMH 2 1+26.23 SEWER LINE A-SWR 8" IN 2541.78-N 8" IN 2541.78-E V o m = 0+41.10 SEWER LINE A-SWR 0+00.00 SEWER LINE B-SWR m o 0+00.00 SEWER LINE A- WR 4" IN 2542.12-W w RIM 2553.Ot 0+00.00 SEWER LINE C-SWR RIM 2553.9t RI IN 2539.84-N 8" OUT 2541.68-S E I I N -- APPROVED FOR w RIM 2552.1 t I D A H O 8" IN 2539.59-NW 8" OUT 2539.74-SE 8" IN 2540.28-N 8" OUT 2539.49-S 8" o o � o IN 2540.28-E CONSTRUCTION U� _ � J 8" IN 2540.28-W These plans and/or specifications have been reviewed for 8" OUT 2540.18-S compliance with Meridian City Standards and Specifcations. NA 2535 2535 This review does not relieve the owner, engineer, or contractor CJS\G,STE Ftic of the responsibility to design and/or construct those facilities VERTICAL SCALE NOTE: in compliance with all current applicable federal, state and local 1.) ALL SEWER PIPE LENGTHS ARE FROM laws, rules, regulations, ordinances, development agreements, 9412 0 3' 6' FACE OF MANHOLE TO FACE OF MANHOLE. specifications, orders or approvals, all of which the City retains 2.) SEWER MANHOLES TO BE CONCENTRIC the right to enforce. Inconsistencies not noted by City staff shall 12/14/20 AND ARE TO BE INSTALLED WITH NO not be construed as approved unless specifically addressed 61 q 0 SCALE 1" = 3' SUMPS. in writing by the City. Any proposed revision to these plans must �y�OS�KIN��P be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. 2530 2530 SHEET 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 77HW Name Date C4 . 1 M 00 M N N N V_ WATER METER LEGEND N W E W E W E O 3/4" DOUBLE METER SERVICE. O (PER CITY OF MERIDIAN STANDARD DRAWING W-1) 0 00 S S S 3/4" SINGLE METER SERVICE. d z_(PER CITY OF MERIDIAN STANDARD DRAWING W-2) O Q � CENTER OF WATER METER TO BE 2' BEHIND W 0 30' 60' 0 30' 60' 0 30' 60' BACK OF SIDEWALK (TYPICAL). w � NOTE: z SCALE 1" = 30' SCALE 1" - 30' SCALE 1" = 30' 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER J LL_ METERS AND WATERWORKS BRASS BE ANSI/NSF 61 r n C)SEE SHEET C 4. 1 CERTIFIED. SEE SHEET C 4. 1 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER T - ___ I I - L- - - 1 - O . O O - - I ALL OTHER WATER LINES NEED 4' OF COVER. J fi ° 1 - - t154LF 8" WATER MAIN I ° SEE SHEET C 4. 1 \ \ Q 3 1 BLOCK 4 J� � �N I - - - - - - Q W 4 \ �\ \ U C� m Z \w } IN zl >I I 4 4 Z Uj Q W ° _ I - } } \\ A \ + ( LLJ O 1 z 1 6 = 7 \ \ WATER KEYNOTES z O O } t28LF 8" WATER MAIN M nn ¢ ~ ` ` \ - w 1 I CHAIR LIFT CHAIR LIFT w w t124LF 8" WATER MAIN O a N I 3 t182LF 8" WATER MAIN L - 2 180° 4 4 4 9 I , LL_I z Q Q - - - �- - - �- - _ - w s LINE C �° LINE 6 ¢ a a 1 INSTALL 2" BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN O J 14 1+3 .29 1+ 0 s -� - - \\ 1 O STANDARD DRAWING W-13. O L L_ LLJ 2 w SSMH^9 SSMH 3 w \ O INSTALL 8"x6" TEE (MJxFLG) w _ 1 \ 1 - 6" GATE VALVE (FLGxMJ)w _ _ _ _ _ _�_- LINE A STA: 1+26.23 _ 4 \\ ( O O CHAIR LIFT LL 0 0 LINE B 1+00 4 4 4 I I 1 a LINE C STA: 0+00.00 - 0 0 s +_s \ \ \ 9• CO LINE C 90° 4 4 O LINE B STA: 0+00.00 -LL_I 1 90' TOMAHAWK +00 \ s s s +00 112+ 5 I } } } } 1 w z W SSMH 4 \ 1 INSTALL FIRE HYDRANT ASSEMBLY PER CITY O i z_ LINE A STA: 4+70.27 °' 4 LINE D \ `i% 3 OF MERIDIAN STANDARD DRAWING W-8 WITH O O O) O 00 O c0 O J O O 1 Q 3 11 LINE D STA: 0+00.00 t12 LF OF 6" C-900 DR18. U_ J O o0 J O� � J� rr7 J I� I SSMH 3 I IQ �I I� �I I� �I I��I `� w w _ 1 \I \� m LO O O LINE A STA: 1+26.23 I .< N> Q N> Q _ _ _ _ _ _ _ I v, O z z N z J Q \\ O POTABLE/NONPOTABLE PIPE CROSSING. SEE O � \ LINE B STA: 0+00.00 - - _ -- - - bi < z 1 I - - 1 _ WATER NOTE 3 ON COVER SHEET C1.0 O Ld z N LINE C STA: 0+00.00 } } } } SSMH 8 a ° 1 2 3 4 5 s 07 $ ° 3 I \_ O O Q f_ a } } STA: 2+24.85 Of I - O \ INSTALL 8" TEE (ALL FLG) O O 1 3 w 05 2-8" GATE VALVES (FLGxMJ) O BLOCK 4 1 co O O N o 0 1-8" FLGxMJ ADAPTER N + �� O °° �N o �M C"JSEE A 1 SHEET C4. 1 O �I 10 �1 I� I 1± 1 I± I SEE SHEET C 4. 1 1 �� 1N�� 1 cV0 N00 z � z ¢ z ¢ z 5 6 O 8 9 10 11 12 13 I INSTALL 8" CROSS (ALL FLG) O O 3-8" GATE VALVES (FLGxMJ) W ° 1-8" FLGxMJ ADAPTER O (� II II ° NOTE O SEE SHEET C 4. 1 O CONTRACTORG RR TO OBTAIN I8" WATER MAIN C-)N BELOW NOTE FOR WATER INSPECTION: CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION O AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. DRAWING SD-403 SEWER LEGEND O SEWER LINE C PROFILE SEWER LINE D PROFILE s NEW 8" SEWER MAIN O SEWER LINE B PROFILE 1 +38 1 +00 0+00 0+00 1 +00 1 +53 EXISTING 8" SEWER MAIN 00 O 0+00 1 +00 2+00 2+25 VERTICAL SCALE NEW 4" SEWER SERVICE � O FINISHED GRADE 0 3' 6' O Eh: 48" DIAMETER SEWER MANHOLE O FINISHED GRADE 00 EXISTING 48" DIAMETER SEWER MANHOLE W ti SCALE 1" = 3' FINISHED GRADE _ _ 4" SEWER SERVICE LABEL � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STA: = SEWER MAIN STATIONING 8" C-900 STA: 6+82 43.0' L OR R = LENGTH OF 4" EXISTING GRADE PIRR SLEEVE y EXISTING GRADE _ _ _ _ _ _ _ _ _ _ _ _ - - - - 43 0 L SERVICE LEFT OR RIGHT OF MAIN LINE. 2550 2550 2550 2550 INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH O 2550 2550 10 FEET BEHIND PROPERTY LINE. W O 12" C-900 8" C-9 0 EXISTING GRADE SERVICE LINES HAVE A MINIMUM 2% O GIRR PIRR SLEEVE � GRADE TO THE P 12" C-900 SDROPERTY LINE. � W 8" WATER MAIN 8" WATER MAIN 8" C-900 PIRR SLEEVE � 9.69 LF 8" 4" C-905 � SEWER @ 0.48% GIRR SEWER KEYNOTES 254 2545 254 545 2545 545 8" warER 7 MAIN O END OF LINE. CAP AND MARK TO SURFACE FOR FUTURE CONNECTION. 8" 2 12 INVERT AT ELEVATION 2542.39'. N o 2,01% 48"0 SSMH 8 48"0 SSMH 9 2.60 5 �F B SEWER 2+24.8 SEWER LINE B SWR 1R+�2 2602�EtWER LINE C-SWR SFWER © 3 150.93 LF 8" SEWER @ 0.41% END OF LINE. CAP AND MARK TO SURFACE FOR FUTURE CONNECTION. 8" a' a 220.8 RIM 2552.5t 8" IN 2544.63- 4jg 1 O INVERT AT ELEVATION 2544.68'. N 8" OUT 2544.73-W .M o 8" OUT 2544.53E °O 10 N 1 z LU 0 C)2540 48"0 SSMH 4 2540 Q w N N 4+70.27 SEWER LINE A-SWR 2540 2540 2540 2540 0+00.00 SEWER LINE D-SWR W w C) V) 0 N C)!:Imp <~n (.D w ¢i RIM 2550.8t 48"0 SSMH 3 8" IN 2541.78-N CD m M 48"0 SSMH 3 1+26.23 SEWER LINE A SWR 8" IN 2541.78-E V o 1+26.23 SEWER LINE A-SWR VERTICAL SCALE m o 0 0+00.00 SEWER LINE B SWR 4" IN 2542.12-W w o% 0+00.00 SEWER LINE B-SWR 0+00.00 SEWER LINE C SWR 8" OUT 2541.68-S E IDIAN APPROVED FOR z R+�00.052;EWER LINE C-SWR 0 3' 6' = Q J RIM 2552.1t IDAHO 8" IN 2540.28-N 8" IN 2540.28-N CONSTRUCTION 8" IN 2540.28-E � v � LL_ C:) 8" IN 2540.28-E SCALE 1 ' = 3' 8" IN 2540.28-W These plans and/or specifications have been reviewed for 8" IN 2540.28-W 8" OUT 2540.18-S 2535 2535 compliance with Meridian City Standards and Specifcations. s\ NA F 2535 $ OUT 2540.18-S 2535 2535 2535 This review does not relieve the owner, engineer, or contractor GIST& �C of the responsibility to design and/or construct those facilities VERTICAL SCALE NOTE: in compliance with all current applicable federal, state and local NOTE: laws, rules, regulations, ordinances, development agreements, g412 NOTE: 1.) ALL SEWER PIPE LENGTHS ARE FROM 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE TO FACE OF MANHOLE. specifications, orders or approvals, all of which the City retains 0 3' 6' FA ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE TO FACE OF MANHOLE. the right to enforce. Inconsistencies not noted by City staff shall 12/14/20 FACE OF MANHOLE TO FACE OF MANHOLE. s o 2.) SEWER MANHOLES TO BE CONCENTRIC not be construed as approved unless specifically addressed Tg7- P� 2.) SEWER MANHOLES TO BE CONCENTRIC e of �° P 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE INSTALLED WITH NO AND ARE TO BE INSTALLED WITH NO in writing by the City. Any proposed revision to these plans must SCALE 1" = 3' AND ARE TO BE INSTALLED WITH NO SUMPS. SUMPS. be submitted for review and compliance with the Meridian City y�OS. KIN�� SUMPS. Standards and Specifications before said revision is constructed. 2530 2530 2530 2530 253 530 0+00 1 +00 1 +53 Name date SHEET 0+00 1+00 2+00 2+25 1+38 1 +00 0+00 C4 . 2 LO 00 Ln W � i N 0 30' 60' CY) O SCALE 1" = 30' C) � cis � z 0 Un Q w -' . W (42.78EG) I I I / (�51/78EG) (51.88EG) 1 51.72EG 51.83EG 52.O8EG 1 1 - (49.22EG) 6 - -- O I 11 h`'�O' 53.34S W i I I I I ,51.61 FG , '' ' /;'' e /' 51.74FG 51.3OFG 0, I I ( i 1 SW) 11 51.00SW 51.00SW `�' I I I 1 (48.14EG) , ,;�,'h� h� 1 3 , O 53.6ODRIV 1.74% I c� I 54.35DRIV III i I' i I li J O `L Q = .rl�� ° 0 04 13 II I I III 1 51.22FG 0 N II i i Ii I i U m 0 I n I I III 1 1 O ' Ln I I 1111 I v O 12 I I I I I S� a 51.00SW ,2dd7 0 53.6ODRIV 2.72% + ,� 54.35DRIVO O II i i Ili I N > 5O.69FG 51.00SW 0�.� L� I OI I 53.O6SW y 11 (ram 51.01 FGJ I I I I III I I 11 T I II 11 n O 51.43SW 51.59SW 51.75SW 2 o I ll I I 111 - �� 51.4ORIB - 51.72RIB - - - - - 55 - N II I 'I / "'�/ ' ' 52.1ORIB Z_ 52.43RIB + 54.35DRIV0 I I I O C� . . . 2 6.9 % 11 \ II (54.34SW 0 O Q '01ILL W O O // �' C� r� N \� I 54.35DR1V 10 ' II II o W II I U O i(C-3)) ��,f `Lr, ��'` 5 0.9 9 S W N ti II Z (O O p `L I- 52.1ODRIV 52.1ODRIV 52.6ODRIV / Ir OOS V 52.6ODRIV C l II II Y I O O O } 52.85DRIV 52.85DRIV � � ;�, 52.82SW ll (47.46EG) ' .22FG � I 54.35DRIV s O 9 11 Il /' 3 2 O I 00 LL 1 i O O O 5 O O O O I 10 11 12 13 14 (~/) O I W O 51.00FG 1 C� Ov FF: 2552. 50 FF: 2553.00 FF: 2553. 25�2.67sw J ��;.51.23FG /,' // I I I 1 I _ " I 52.49SW + 52.55SW ° 53.65SW 50.91 SW 51.31 SW 51.76SW 52.15SW / ''1 53.16SW I.d4SW) / 4 ./�' 51.00FG , O - o // I - N. ASCENT AVE. ; 2552 c�� I ' i I n(47.00EG) / / . - - - - - I I ' 50.68SW cJ�j�� I I I I I I I .Z 1 I I I I I I I I 1 � 1 1 I 53.65SW I I iii I I it Q �r �r r,r r - - - r / _ _ (4�OOEG) / ,/,' .' r; / 51.35SW 51.73SW - - - - - - - - - - - - - - - - - - - - - 52.69SW o 5310W - 50.33FG I ° ° 52.12SW 52.5OSW a CO /r 5O.37SW /,r / / / / ° ° ° 48 O I 'F: 2552. 00 FF: 2552. 50' FF: 2552. 83' I 54.35DRIV II I I (53.7 �w) O '15O.56FG. ' 0 -� I FF. 2553. 25 1 ', -� 52.69 W I I r , 3 4 5 6 7 8 9 10 11 12 13 14 LO I I ' ,'' ,$ I 54.35DRIV N J46.8OEG) .'j' r,' Y 1 �� Tl I I I 1 I 00 2 2 I 52.8OSW I I 5O.33FG I � 5O.46SW i 5O.11FG / O 11% 5O.46SW I 51.6ODRIV 51.6ODRIV 52.10DRIV 52.1ODRIV 52.43DRIV 52.43DRIV 52.86DRIV 52.86DRIV 51.1ODRIV } �cS� 54.35DRIV 5O.57FG I � 0 I I ` r �1• /.. / L I 5O.59SW I N b\ o 00 U� I I I (46.44EG) O�� %�/��;%/ LO `� ,'�� o rn oo N o f N v (53. OS1M,\1 49.87FG N 1\ N rrj ri N I I I I I II I / 4 ,;' ;"r;'/��r ;/ // S LL 02 51.1ODRIV .03% 5O.96RIB-25 51.31RIB I i I I i l / � �/rrIle / / S� I } - �\- 51 - - - 51.7ORIB - - 52.O8RIB 2552 - 52.43RIB I 54.35DRIV I 1 I I 1 I I I I ♦♦AA - 7.5 % 0 i I I I I I i I i V o co I - 52.89SW I 11 1 I I , /ram• / 3 CD 5O.25FG 5O.74SW \_ I I I I I I 1 N (46.44E - - - - - - - - - - - - - - _ -------- --- - _--------- I i ~ ' _ __ . - - I I I I Cn 1 1 ---/' 1 (Zju � In 7 o %�' / (49.34EG) (49.36EG) (49.66EG) - - O _ / (5O.12EG) (50 O8EG) (5O.66EG) 1 O 51.01 EG I -- --, 05 03 I �' (53. 9�W) I 'Z' o Z 2�J3 y�3 - ,,,- ( ) 1 (51.64EG) _ (52�18EG) 1 (5,1.86E0 i = o CD 2�03 ao 2�03 1.79EG) r I 0 Q J N Q / � ' ,/ ' O.00EG) `I / (49.83EG) I ' "D I Z v' Q z - o // /� EGR EGR- EGR ' / W ww � ------- EGR- EGR EGR EGR EGR �� i I I o m o EGR - - _ z � LLJ � � w � = Q � o U o o KEYNOTES: Plans Are Accepted For Public 5s`°ST RFti� OINSTALL SIDE YARD SWALE TO KEEP STORM WATER FROM DRAINING G\s-r 1 ON NEIGHBORING PROPERTY. Street Construction By stamping and signing the improvement plans, the Registered 9412 INSTALL SWALE BETWEEN BUILDINGS TO CONVEY STORM Engineer ensures the District that the plans conform to all District O WATER OUT TO STREET AND KEEP STORM WATER FROM policies and standards. Variances or waivers must be specifically 12/14/20 ADJACENT BUILDINGS. and previously approved by the District in writing. Acceptance of the csTgTEof\0P' P INSTALL 15' WIDE GRAVEL ACCESS ROAD FOR DRAIN AND improvement plans by the District does not relieve the Registered 'Sq� OPOND ACCESS. ROAD TO BE 4" 3/4" GRAVEL OVER Engineer of these responsibilities. S. K1N COMPACTED NATIVE GROUND. INSTALL 5:1 SLOPE FROM GRAVEL ACCESS ROAD TO CATCH ON BY DATE SHEET O OPPOSITE SIDE OF DRAIN. BOTTOM OF SLOPE TO ACT AS NEW ADA COUNTY HIGHWAY DISTRICT FIELD DRAIN FOR ADJACENT PROPERTY. ENSURE BOTTOM OF C5 . 0 NEW FIELD DRAIN DRAINS TOWARD OUTLET STRUCTURE. Lo 00 Ln i f, Cy) 00 O oLLJ PURDAM STUB 0 30' 60' � DRAIN EASEMENT I w z - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE 1" = 30' J PROTECT IN PLACE rn EXISTING WATER PUMP V 8 a 6 9 o GIMH SD 2 10 STA: 5+32.35 4 GIMH 3 5 5 GIMH 2 r- KEYNOTES J GIMH SD 1 STA: 1+69.06 STA: 1+14.51 1 Q 10 I 166' STA: 5+32.35 162 r 6+17.8 16 + r 0 �� INSTALL FLARED END SECTION WITH TRASH RACK ON U STA: 6+105.34 a a c I a a 90• �P P 180' air 180' 1 a E 2 O INLET PIPE. �nn LJ� a ° yt��N ��G (4 a a a °a a CD b EP - / f P INSTALL 15.1 LF OF 24" CLASS II RCP PIPE AT 2.21% SLOPE. z CD STA: 5+76.55 _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - - _ _ _ 3 _ \ _ - - - - - - - _ _ - - , - - - _ O INVERT AT DRAIN DITCH 2544.75. INVERT AT MANHOLE 1 - \ - - - - - - - - - - - - - - - • • lM 2544.42'. CONTRACTOR TO ENSURE EXISTING DRAIN DITCH - - - GIMH 1 -• �t � �� STA: 0+17.10 FLOWS INTO PIPE. - L \ DRAINAGE DISTRICT / \ ` EASEMENT/ O3 INSTALL DRIVEWAY APRON FOR GRAVEL ACCESS ROAD. m V w u O � \ INSTALL 15' WIDE GRAVEL ACCESS ROAD. SEE SHEET � \ C5.0 FOR GRADES. O W i �\ �o J/ �!/�9l O a• LL U-) CD G� INSTALL PIPE GASKETS AND BELLS AT ROAD CROSSINGS PER w 0CD \ 0� O FgsT \ ' ' O ACHD STANDARDS. m L L I / �/ of L�J � v�G � '. • 6 INSTALL 24" CLASS 3 RCP PIPE. SEE PROFILE FOR LENGTH. CONNECT EXISTING 24" DRAIN PIPE TO GIMH 5. EXISTING 24" CD INVERT 88'. � U INSTALL 30" STAND PIPE WITH GRATED LID FOR NEW DRAINAGE W W OOF ADJACENT PROPERTIES FIELD DRAIN. RIM: ±2546.50' 12" INVERT 2545.00'. Q U OINSTALL t3 LF 12" SDR-35 FROM STAND PIPE TO 48" GRAVITY O IRRIGATION MANHOLE 5. 10 INSTALL MANHOLE FOR DISCHARGE FROM STORM DRAIN POND. S SEE SHEET C3.5 FOR PIPE LOCATIONS AND INVERTS. L�J GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED TO BE AIR (OR HYDROSTATIC) TESTED AT THE TIME OF ROADWAY LL_ CONSTRUCTION. MEASURES SHOULD BE TAKEN DURING CONSTRUCTION OF THE ROADWAY TO PROTECT THE PIPE. W 0 n DRAIN-LINE A PROFILE 6+18 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 BACKFILL WITH NATIVE SOIL Q VERTICAL SCALE \// \/\\i\ice\\/\\i/\i\ \/\\\ //\/\\ ///\\ COMPACT TO 95% 0 3' 6' FINISHED GRADE SCALE 1 = 3 N FILTER FABRIC .......... 2550 2550 l 10 6 5 12" 24" C RCP 12 0 I� ol 10 EXISTING GRADE I - - - - - - - - - - - - - - - O N 24.8 LF 24" _ _ _ _ - - _ _ 2" DRAIN ROCK ? N GIRR ® 0.12% _ _ _ - - - _ - - - 15.1 LF GIRR @ 2.21% o N � c� 5 / 50.6 LF 24" NOTE: DO NOT INSTALL GASKETS IN N o o Z 2545 / GIRR @ 0.10% 9a41 LF 24 WRY@ 0.10% PIPE BELLS IN ORDER TO ALLOW PIPE z - 00 ., 1 / 140.84 LF 24" GIRR @ 0.10% 169.41 LF 24" GIRR @ 0.10% CLASS 3 RCP 2545 Q w N o N Q 85.23 LF 24" GIRR ® .10% O N c, cn TO ACT AS DRAIN. GASKETS ONLY AT ROAD CROSSINGS. !ZIP N CD w I 24" INVERT 2544.75' w oz � - o m EXISTING 24" TYPICAL DRAIN PIPE INSTALLATION o GIRR @ 1.63% L48- CYLINDERMH 2 48" GIRR CYLINDERMH 1 -NTS- mGIRR @ 1.63% 48" GIRR CYLINDERMH S 2 48" GIRR CYLINDERMH S 1 48" GIRR CYLINDERMH 3 1+14.51 0.0' 0+17.10 .0' m o 0 48" GIRR CYLINDERMH 4 1+6 .06 0.0' RIM 2551. t z o 7 5+32.35 514.6' R 5+32.35 424.9' R RIM 255 .3t 5+76.55 0.0' RIM 2551.9t RIM 2551.0± 24" IN 544.32-SE 24" IN 2 44.42-SE c� w RIM 2551.2t RIM 2549.4t 24" IN 2543.92-SE 24" IN 2544.27-SE 24" OUT 2544.32-NW 24" OUT 544.42-NW � = Q J 24" IN 2543.61-SE 24" IN 2543.75-SE 24" OUT 2544.01-NW NO SUMP o u o LL o 24" OUT 2543.61-NW 12" IN 2547.35-SW 12" O 2543 92- NO UMP NO SUM 2540 - 24" OUT 2543.92-NW 2540 SUMP 2543.69 8" WATER MAIN 8" SEWER MAIN �S\p NA F� 8" GIRR CYLINDERMH 5 NOTE: G`S T E G' +05.34 0.0' 1. ALL GRAVITY IRRIGATION MANHOLES IM 2548.9t TO BE INSTALLED PER I.S.P.W.C. 4" IN 2543.58-SE STANDARD DRAWING SD-611 WITH 9 2" IN 2545.00-NE NO SUMP. 4" OUT 2543.58-NW 12/14/20 0 SUMP 2. ALL 24" PIPE TO BE CLASS II RCP 61111,q �° UNLESS OTHERWISE CALLED OUT. TE OF ��P P S. KIN�� 2535 2535 6+18 6+00 5+00 4+00 3+00 2+00 1+00 0+00 SHEET C6 . 0 LO 00 Ln N � N W E C'I 4x4 GIBOX 3 STA: 5+32.35 n MI rrrn s � z 5+43. M 0 I M 17 Q > W I 3 } � fT1 0 30 60 LLI G7 z .�� SCALE 1" = 30' J O C� IJ CHAIR LIFT J U _ KEYNOTES Q w s GIMH 8 T N STA: 4+55.86 OCONNECT 12" GIRR TO EXISTING 60" GIRR BOX 1. 12" U INVERT ELEVATION 2550.50'. Z - - W O m z INSTALL SIPHON IN GRAVITY IRRIGATION BOX #3 IN ORDER TO Z O2 RAISE GRAVITY IRRIGATION WATER BACK TO EXISTING 12" PIPE III INVERT ELEVATION 2450.20'. V CONNECT EXISTING 12" PIPE TO 48" GIRR BOX 3. INVERT V ELEVATION OF EXISTING 12" GIRR PIPE 2450.52'. Q 0 I � O CONTRACTOR O TRACT R T OCONT CT ENGINEER OF RECORD IF w ° Ll 2 3 4 5 6 '�J 8 9 10 11 12 13 w O LL w+I Z l u LL U o i LLI O m L� W U EXISTING 6X6 GIBOX 2 I GIMH 7 I GIMH 6 EXISTING 6x6 GIBOX 1 STA: 2+39.67 I STA: 1+96.54 STA: 0+00.00 GRAVITY IRRIGATION CROSSINGS WILL BE REQUIRED TO BE AIR C STA: 3+60.45 BLOCK 1 � � f 178� (OR HYDROSTATIC) TESTED AT THE TIME OF ROADWAY C� • BLOCK 1 CONSTRUCTION. MEASURES SHOULD BE TAKEN DURING Q 3+00 _ - -f fi _ - - - - - - alp air CONSTRUCTION OF THE ROADWAY TO PROTECT THE PIPE. - - - - 1+�- - - - - W L�J Q U FRANKLIN RD. - - - - - - O I 11 LINE B PROFILE W 5+43 5+00 4+00 3+00 2+00 1+00 0+00 2560 2560 O m � VERTICAL SCALE 0 3' 6' W SCALE 1" = 3' 2555 FINISHED GRADE 2555 Q 2 1 ri I I EXISTING GRADE II- - - - - - - - - - - - - - - - - - - - - - - - - - II EXISTING 12" _ _ _ _ _ _ - - - - - GIRR ® 0.11% r _ _ _ _ _ 39.1 LF 12" C-900 192.04 LF 12" C 900 GIRR ® 0.10% _ _ _ 116.28 LF 12" GIRR ® 0.11% 2550 - 90.91 LF 12' GIRR 0.52% GIRR 0.09% L J 112550 1 LJ 30" GIRR CYLINDERMH 7 0 3 EXISTING 60" GIRR BOX IX 2 m 2IM 255 1 R EXISTING 60" GIRR BOX BOX 1 z o N 48" GIRR BOXBO 3 30" GIRR CYLINDERMH 8 3+60.45 0.0' RIM 2554.1 t r 4+55.86 0.0' RIM 2553.8t 12" IN 2550.27-E 0+00.00 0.0' N RIM 2.35 0.0' 30" GIRR CYLINDERMH RIM 2554.2t a RIM 2552.7t RIM 2553.5t 12" IN 2550.14-E 12" OUT 2550.27-W Cc 12" IN 2549.53- 12" IN 2549.67-S 12" OUT 2550.14-N 1+96.54 0.1' 12" OUT 2550.50-W NO SUMP RIM 2554.2 8" WATER MAIN (n I c� 8" WATER MAIN NO SUMP SUMP 2550.00 12" IN 2550.30= W N 12" OUT 2550.20 W SUMP 2549.50 rn 12" OUT 2550.30 z a Z SUMP 2549.51 °O co of 2545 SUMP 2550.2 2545 C7 ~ w o " N Q J (! Q =J (n (> W Y O f ` w W Cn U N c0 CD a- Om C� 8" SEWER MAIN V m o i C%WE IDIAN - APPROVED FORNOTES: z IDAHO < U W 1 ) ALL IRRIGATION MANHOLES TO BE PER 30" DIAMETER AND INSTALLED PER CONSTRUCTION o v o� = Q J LL o ISPWC STANDARD DRAWING SD-611 WITH NO SUMP UNLESS OTHERWISE CALLED OUT. These plans and/or specifications have been reviewed for 2540 2540 compliance with Meridian City Standards and Specifcations. 0 NA 2.) ALL IRRIGATION PIPE SHALL BE SDR-35 UNLESS OTHERWISE CALLED OUT. This review does not relieve the owner, engineer, or contractor CO G�STE �'✓C of the responsibility to design and/or construct those facilities MAY ALL GRAVITY IRRIGATION MUST HAVE A MINIMUM OF 1.5FT OF COVER. MOUNDING in compliance with all current applicable federal, state and local MAY BE REQUIRED IN CERTAIN AREAS. laws, rules, regulations, ordinances, development agreements, g412 8" SEWER MAIN specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall 12/14/20 not be construed as approved unless specifically addressed sTq P1 0 in writing by the City. Any proposed revision to these plans must OSOKIN��P be submitted for review and compliance with the Meridian City 2535 2535 Standards and Specifications before said revision is constructed. 5+43 5+00 4+00 3+00 2+00 1+00 0+00 SHEET Name Date C6 . 1 Lf) KEYNOTES L0 HOT TAP EXISTING PRESSURE IRRIGATION WITH INSTALL INSTALL UA 4" TAPPING SADDLE. CONTRACTOR TO " 10 8" C-900 SLEEVE FOR 3" PI MAIN. W VERIFY SIZE AND LOCATION OF EXISTING SEE PLAN FOR LENGTHS. (V PRESSURE IRRIGATION. O INSTALL O 1-3 GATE VALVE 1-4" 11.25' ELBOW AND THRUST BLOCK. 0 30' 60' INSTALL INSTALL 4 co INSTALL 5 POTABLE/NONPOTABLE PIPE CROSSING. SEE O 1-3" 45' ELBOW AND THRUST BLOCK. 11 4" C 90 SLEEVE VENFOR PI SERVICE. OO U 1-4" GATE VALVE O WATER NOTE 3 ON COVER SHEET C1.0 SCALE 1" = 30' 00 BORE UNDER W. FRANKLIN ROAD TO INSTALL INSTALL INSTALL 0 O3 1NS3 x4" TEE AND THRUST BLOCK. O TALL 4" PIRR. SLEEVE WITH 8" C-900. SEE U 1-3" 90' ELBOW AND THRUST BLOCK. 12 4" PI SERVICE PER NAMPA-MERIDIAN co PLAN FOR LENGTH. IRRIGATION DISTRICT STANDARDS. > CAP AND MARK TO SURFACE. Q W w z ±197 LF 3" PIRR I J t80 LF 3" PIRR '^ O ±37 LF 3" PIRR o (D 0 / 8 8 9 aid ri M-7—fl1l I 12 • I 12 I — �2 I I I U 12 I `n ±11 LF 3" PIRR 5 _ t11 LF 3" PIRR I Z LLJ O 7 / t100 LF 3" PIRR z/// ° �/� ° I o — t 10 O m v ' / / I I r - I cn �_ U � / / c� O I O — J �, I N Q _ cn .. I w m Z • c� // ' / 12 v v , v I I I I f197 LF 3" PIRR LL_ z Of // 10 �� O I o I I I U 3. // // I I I U Z // / /// 7— — _I I 11 — — I I 11 —ALLEY — I I m Z LU U U �v w v U- f86 LF 3" PIRR 12 W / 12 •� 3 _ I I Y I v, O Q 7 N I I � LLJ rn _ o o/ o / / o m m U 1 v I � v cn 12 I N / ±265 L I ° . I ° I •+ I I .• I a I I'' 'I ,. I • v I ING PRESRE IRRIGATION 5EXIS DUMP STATION Z Y 2t - - - - J s l I o M M 7 I I I+ ASCENT I I I I I I M I M I I ±40 LF 3" PIRR 10 / � s s � s si I I I ±24 LF 3" PIRR 4 a s I ±107 LF 4" PIRR 2 cn ,mot r i �� - - —�fi — —I— —I- - - - - -I- - — I- - —r —I- - - -� J. 12 = — / �Q I I_ // I / // O •' I I I ° I 6 ±13 LF 4" PIRR LLJ / U Uo U U U U � � cfl I I m A `� ±12 LF 4" PIRR I I cn ±66.5 LF 3" PIRR N ±94.5 LF 3" PIRR ±50.5 LF 3" PIRR m / I 5 — — — — — — 11 I I — — ALLEY 11 I I I— I ? w 12 CD I I I W N � � aid f f II - - - - — - — — - - —— — _ - - - - - - - - - - - - - - - - - - -- - - - aid - - — I z U' o i � Z — — — — — — — — — — — — — — — — — — — — — — — — — — — Lis o o i 9 7 — — —�fl — — — au dU — — — — d0 d0 9 z 15 � w a t102 LF 3" PIRR 10 ±388 LF 3" PIRR I 7 5 10 03 ' T I N W wo V) N N O H03 2J03 2�03 803 a93 �J03 2J03 803 2�`J3-� d`G3— t89.5 LF 3" PIRR V CD m o 0 ±50 LF 3" PIRR W EGR EGR EGR— EGR I z z EGR EGR EGR EGR EGR Q w < w � � I I oUo � o N A �5 : �\STE 4 ti 9412 12/14/20 �STgTEOF\OP�OQ y�O S. KIN�� SHEET C6 . 2