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CC - Development Plans L0 Cb GENERAL PRESSURE IRRIGATION 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. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS N HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BEING CONSTRUCTED. CY) BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. O' 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND W E O 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 THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS (DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT. 00 z FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. S o 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Q w � 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. ROADWAY (CITY OF MERIDIAN) Uj 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY E. AMITY RD E. AMITY RD z 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 CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. - PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. J 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE (D C) 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. THE PIPE ZONE. Q _ 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 J SET FORTH IN GENERAL CONSTRUCTION NOTE N0. 1. ROADWAY(ACHD) 7_71C( E-FQBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. W (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL o 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. SITE C/i z BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT INSPECTION SERVICES (208-387-6284). CONTACT ACHD A WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. MINIMUM 24 HOURS PRIOR TO INSPECTION REQUEST. (� O 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL E. LAKE HAZEL RD. v ° 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. Q O N Q 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE w MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY TACKED WITH EMULSION PRIOR TO PAVING. Q o ENGINEER. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. Z CD a O 0 Q 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE LU WATER CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. :2W 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. N W m > m 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 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. C WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 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. THERE C N TY M A P 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 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 HYDRANT. 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 SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. NOT TO SCALE (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 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 AND THE 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 ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. W 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 13. ROADWAY CONSTRUCTION WILL MDRAWINGSIF(LADSTI DITAND ION)REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD OWNERS REP - SHEET INDEX - Q CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SCHULTZ DEVELOPMENT U SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES AT MATT SCHULTZ C1.0 COVER SHEET, GENERAL NOTES & VICINITY MAP ° 208-387-6284. 0 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 BOX 1115 C2.0 FINAL PLAT 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT P.O.MERIDIAN, ID 83680 BEDS, DRAINAGE SWALES). MARKINGS. 208-880-1695 C2.1 FINAL PLAT sc[hultzdevelopment@yahoo.com THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER C3.0 STREET PLAN -& PROFILE - SNOWDEN RD SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. STREET LIGHTING C3.1 STREET PLAN & PROFILE - CALDERA 0 SEWER 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE C3.2 STREET PLAN & PROFILE - CALDERA-SCANDIA & KEYPORT MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. CIDAHO URVEYOR Q C3.3 STREET PLAN & PROFILE - PERLITE & ARIMO � 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT SURVEY GROUP Q THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. HTrpS://CMZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. C3.4 STREET PLAN & PROFILE - STREET SECTIONS & SEEPAGE BED U� G CARTER P.L.S. L�2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE E. WATERTOWER C4.0 MASTER UTILITY PLAN IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER AND ASSOCIATED WIRING. IDIAN, ID 83642 MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN 08-846-8570 C4.1 EXISTING SEWER & WATER PLAN AND PROFILE ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 4. STREET LIGHT BASES SHALL BE LOCATED 10 MIN. FROM TREES, 5 MIN. FROM FIRE HYDRANTS AND 2 MIN. FROM WATER C4.2 EXISTING SEWER & WATER PLAN AND PROFILE 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). METERS. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN C4.3 SEWER LINE A & WATER PLAN AND PROFILE U MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS C4.4 SEWER LINE B & C & WATER PLAN AND PROFILE W LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. ENGINEER 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER CK-ENGINEERING C4.5 STREET LIGHT PLAN O RULES (IDAPA 58.01.16). 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CHAD KINKELA U CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 1300 E. STATE ST, SUITE 102 C5.0 SITE GRADING PLAN 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A EAGLE, ID 83616 C6.0 PRESSURE IRRIGATION PLAN STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 208-639-1992 DRAINAGE CHADC�CK-ENGINEERS C7.0 GRAVITY IRRIGATION OUTFLOW PIPE PLAN & PROFILE 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. C7.1 GRAVITY IRRIGATION OUTFLOW PIPE PLAN & PROFILE PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND C7.2 GRAVITY IRRIGATION LINE 2 PLAN & PROFILE N 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE LISTED IN SECTION 6000 HIGHWAY CUTS; of ACHD POLICY MANUAL. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. - BENCH MARKS - 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING NAVD 88 DATUM 0 C14 TRENCHING OPERATIONS. BEFORE DIGGING, CALL z N o 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. DIGLINE AT 1-800-342-1585 waf Z 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN N M a' �i a THE CENTER OR EDGE OF A TRAVEL LANE. TBM 1 ELEV 2676.15' z N o10 CHISELED X IN BACK OF SIDEWALK 00 o a r 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION o " 22 w N 690303.90 , E 2462177.42 �+ J N co d STANDARDS TIMEI ACRITICALFACTOR. z EnGw o Z V) 00 o 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. x o � � V � m m o w i ACHD STANDARD REQUIREMENTS Q w w = QJ � 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND o v o L_ o STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY Plans Are Accepted For Public �1 ) Fti DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: Seepage Bed Width - 6-24-19 $ �/ �s T e wbrk AND Street Construction DepubnWit DeslenbCa truadanempromental"eolllaadane By stamping and signing the improvement plans, the Registered NMI Engineer ensures the District that the plans conform to all District 94 1 2 policies and standards. Variances or waivers must be specifically 01 08 20 16.,y } and previously approved by the District in writing. Acceptance of the STa PLO improvement plans by the District does not relieve the Registered SOKIN���P Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C1 . 0 LO 00 Ln I N O 00 � z PLAT SHOWING O PRE V-A IL SUBDI VISION NO. 2 w S25 S30 W. AMITY RD. 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T Q �+ 1`I 11 NO'26 27 W�-- w -7^--31.27' 60 00 ' 'a ~' 64.23' - �� C-W1/16 z �__ 38527'12"E___ 23.5' 23.5' (01 BLOCK 4 ja of 1 0 589'33'33"W 91.27' .- 1 [ I �+ E. AR1M0 5T. PLS 7015 L13 cyj --N8527'12-W._---' f C35 t,� - I > -_ -S89'2839 E------_� E. ARIMO ST. _ Ea iN i ------115.00'--_- 124.38 / `�l CO i SET 1/2 IRON PIN WITH CAP - �+ 24 +. � iV ' r,'y 37.s4' r 1---_-_120.74-----_- � +� i 1 Z � � � cn� r � � SET 5/8" IRON PIN WITH CAP � 10;11 i 12 Il F �? L___N8527'12"w-__�- L_.___589.28'39"E----�-' 12 ' ! q� � o FOUND 1/2" IRON PIN Vol II V cry U r-----]]4.$1'------� ------ -____ 0 �35.a0'j cn N J L " r 1 BLOCK 1 L22 _1 ]15.29' a rnj N O FOUND 5/8 IRON PIN L-S89'28'39"E 118.82" U1 3 1 1 0 V v I L23 01 j_ U 25 � N L FOUND ALUMINUM CAP MONUMENT ---------- __ L21 �, ` 23 di 13 , p r C24 a Wf 1 r ! S89'28 39 E # 0 CALCULATED POINT Q l0i 11 vs I I ) 23.5' 1 23.541r_---_11D.00'----`--� D �! C23 C25----104.19'--J L-----115.00---------1 1-1O.0' I 1 SUBDIVISION BOUNDARY LINE �+o! 21.31' 11.40' L4 I a I 1 L5 14 15.00' 1 LOT LINE Q L---S89'28'39"E---A c� �,--------104.00'--� r-----115.0n------� ¢ v€ 0 11 10l L_`J S°I I r- '6 1 --- SECTION LINE ' ! 19.69 34.5' 34.5' 1 i'v 1 `p - 4 10.0' ,r- g� �I 22 i 15 �n W' L- _N89'28'39"w.--O 10 60 180 RIGHT-OF-WAY LINE N ! C] o _... _.. 0 30 120 - ``' U7 I i i0 ',r3o Q. i �'° a r-1---110.00'-----� 1 � _ cn 1 n ry �__-.N89'28'39'W___J L ----.S8928'39"E----J N 1_ - CENTERLINE L----S89'28'39"E-- 'c' r--------115.00'------1 ---_--115.00-------1 t rn `� �i i0� O SCALE: 1� = 60' -- ------------ EASEMENT LINE CD ___- 119.05'----- °a f 1 nl 6 L6 to 10 f 01 p � CITY OF MERIDIAN SEWER LINE � I I ! { ; �a - - - - - EASEMENT INST. NO. �z o I01 I. 1� Of !� is N 1N N i j�1 co V N 1 a� iQ ._ o� 21 iv a 1fi is w w ----N89'28'39`W---J tV N y " 1 �- �1 04 " 1 N N N 110.00 __-- 1 ;- �� $ L--- N89'2$39 W----J S89'28'39 I_ ---J ;� l r%7 ;'7 r -_ 1 I N BLOCK 3 dC1Ki- VZZZ/-, � <n .S � a 0 ----589'28'39 E----J ''� " Ly STORM DRAIN EASEMENT LINE 0- 119.i 5'- --- a 1 r• _ -- __ _ a a a 1 BLOCK 3 , I- .� � NI 1 ! r-__-_.115.00- -- N --115.dO z { a M E� �� C17Y OF MERIDIAN SEWER AND WATER W' N °O 10 JI r of 8 0 i a N 7 of , p; o] O 04 [ LINE EASEMENT INST. NO. = LLJ o o w O, Ir? I mo " , N �, O p l a 1 n l 1 n 1 LI) p U1 Q J c� c j I�nf 1u7 Q a 20 1 1 r 9 � ,24.00' EASEMENT DIMENSION °� N ;'] r I l O cn Q w cv 1 N N o ! Z Y O W C L°{ 1� 1 1tfl L----N89'28'39"W---J E -----119.25'--__ " ' Lf�l12nu ,T -� S89'2839 E----}- _ - NO. w o y ----- 110.flt3-----� G'$ 9rE OF ��Q' .� LOT o o 10.0'--�c"v p f-_-_-_115.00'-------, -------115.Q0'----_�. i i. �'{,, F.t � M2 � m Ic$ vi (Da ' ` 1 18 3.5' z3s $i ig1 �� CP SEE SHEET 2 F'OR LINE AND CURVE DATA TABLES V °' o Imo; ;� N! Ig 1 ` to I0 SEE SHEET 2 FOR DETAILS / F-10.0' 1 iA Iry I u7 I kLLJ L.__-___-_-__ .-J L-___� __J L __�-_ f �--------- _-J � = Q w _ L20 L19 1 _ 115_00------- 1_ -__ 1 L17 L18 _ -- -- o u o � o 115_Od - N89'28'39"W 119.36' r N89 28'39"W 230.00' T N8918'39"W 110.00' LLJ BLOCK � 89 39 30 Wly- S8fi 50 42 W " IDAHO L� � � uz< l 47.00' BLOCK 2 �`J Q a 47.10' L'J 9955 W.EMERALD ST. U' I I I BLOCK 3 BOISE, IDAHO 83704 JOB NO. 20-022 SURVEY (208)846-8570 SHEET 1 OF 4 GROUP, LLC SHEET C2 . 0 Lo 00 Lo i N CM O O 00 � z 0 Q w PRE TEA IL SUBDI VISION NO. 2 w z CD � Q J O Q � U U � NOTES CURVE TABLE LINE TABLE V 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO FARM, SECTION z 22-4503, WHICH STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA LINE LENGTH BEARING - O BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT r 11 N L THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION Cl 77.00 65.20 63.27 N34'21'29"E 48'31'07" L7 41.00 NO'31'21"E ��. � nJ O FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME V ° THE OPERATION BEGAN; PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY C2 50.00 79.29 71.24 N4454'28"W 90'51'38" L2 41.00 NO'31'21"E WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." C3 26.50 42.02 37.7fi N44'S4 2371 54 '28"W 90'S1'38' L3 . 32'48"W 0 N ui 2, IRRIGATION HAS BEEN PROVIDED TO THIS SUBDIVISION IN ACCORDANCE WITH IDAHO CODE C4 73.50 116.56 104.72 N44'54'28"W 90151'38" L4 219.19 N89'28'39"W Q 31-3805(1.8). THIS SUBDIVISION IS SITUATED WITHIN THE NAMPA AND MERIDIAN IRRIGATION C5 73.50 41.84 41.28 N74'01'49"W 3236'S6" L5 219.00 S89'28'39'E O DISTRICT. IRRIGATION WATER WILL BE DELIVERED TO EACH LOT BY SAID DISTRICT. EACH LOT I OWNER SHALL BE RESPONSIBLE TO PAY IRRIGATION ASSESSMENTS TO SAID DISTRICT. C6 73.50 12.51 12.50 N52'50'43"W 9'45'16" L6 24.29 S44'39'36'W LL 3. ANY RE--SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN > ° C7 73.50 31.26 31.02 N3547'05"W 24'22'00" L7 24.28 545'20'24"E w W ° EFFECT AT THE TIME OF THE RE-SUBDIVISION. m 0 m C8 73.50 30.95 30.72 N1132'22"W 24'07'25 L8 60A9 N89'28'39"W 4. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS C9 53.50 79.48 72.37 S47'06'15"W 85'06'55" L9 24.04 S77'17'13'E SPECIFICALLY APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. CIO 30.00 44.57 40.58 S47'06'15"W 85'06'55" L10 24.04 S77'17'1 YE LLI 5. LOT 12, BLOCK 3; LOTS 9, 14. 33 AND 38, BLOCK 4; LOT 8, BLOCK 6 ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. ALL COMMON C11 77.00 7.46 7.46 S719'22'W 5'33'08" L11 23.63 N5'27'26"E ° LOTS ARE SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT. C12 77.00 41.72 41.21 S74'08'23"W 31-02'40- L12 23.63 N5'27'26"E 6. DIRECT ACCESS TO S. MERIDIAN RD. IS PROHIBITED. C13 700.50 49.20 49.19 52'32b4"W 4'01'27' L13 88.85 N89'33'33"E W 7. LOT 9, BLOCK 4 CONTAINS A BLANKET INGRESS/EGRESS EASEMENT IN FAVOR OF LOTS 8, 10 C14 677.00 47.55 47.54 S2'32'04"W 4'01'27" L14 86.42 N89'33'33"E AND 11, BLOCK 4. LOT 8, BLOCK 6 CONTAINS A BLANKET INGRESS/EGRESS EASEMENT IN Q FAVOR OF LOTS 7, 9 AND 10, BLOCK 6. THE OPERATION AND MAINTENANCE OF THE COMMON C15 677.00 15.94 15.94 S3'52'20'W 1'20'55" L15 24.52 S4'32'48"W U DRIVE WILL BE AS DEFINED IN THE CC&R'S RECORDED IN CONJUNCTION WITH THIS PLAT. C16 677.00 31.61 31.61 S]'51'37"W 2'40'32" L16 23.71 S4'32'48'W CD � 8. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PRESSURE I IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG ALL LOT LINES COMMON TO A PUBLIC C17 724.00 50.85 50.84 S2'32'04"W 4'01'27' L17 23.55 N86'50'42"E RIGHT-OF-WAY. A TEN (10) FOOT WIDE PERMANENT LOT DRAINAGE EASEMENT IS HEREBY C18 13.00 9.03 8.85 N20'24'58"E 39'47'16' L18 23.55 N86'50'42"E DESIGNATED ALONG ALL REAR LOT LINES. A FIVE (5) FOOT WIDE PERMANENT LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF INTERIOR LOT LINES AS SHOWN. THE C19 34.50 23.96 23.48 S20'24'58"W 39'47'16" 1_19 23.50 S89'39'30"E ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT. ' 9. PORTIONS OF LOTS 16 AND 17, BLOCK 1; LOT 12, BLOCK 3; LOT 38, BLOCK 4 ARE SERVIENT C20 34.50 23.96 23.48 S1922'17"E 39'47'16* L20 23.50 S89'39'30"E TO AND CONTAINS THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE C21 13.00 9.03 8.85 N19'22'17"W 39*47'16" L21 8.29 NO'31'21"E ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, OFFICIAL C22 13.00 9.03 8.85 S19'22'17"E 39'47'16- L22 1.37 NO'31'21"E RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"), THE MASTER EASEMENT AND THE STORM WATER C23 34,50 23,96 23.48 N1922'17"W 39*47'16" L23 9.66 SO'31'21"W DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER C24 34.50 20.35 20.05 N2222'06"W 3347'37" L24 23.50 N89'39'29'E DRAINAGE SYSTEM. C25 34.50 3.61 3.61 N2'28'29'W 5'59'38" L25 23.50 N89'39'29"E 10. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF C25 34.50 23.96 23.48 N20'24'S8"E 39'47'16" 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. C27 13.00 9.03 8.85 S20'24'58"W 39*47*16" C28 223.50 15.70 15.69 S2'32'04"W 4'01'27" Q C29 200.00 14.05 14.04 S2'32'04'W 4'01'27- C30 247.00 22.61 22.60 S1'55'28"W 5`14'400 LL_ C31 53.50 79.38 72.30 S47'03'10"W 85*00-45" C32 30.00 44.51 40.54 S47'03'10"W 85'00'45' C33 77.00 114.25 104.05 S47'03'1O"W 85'00'45" C34 77.00 37.76 37.38 S18'35'39"W 28'05'41" C35 77.00 9.70 9.69 S3615'01"W 7'13'04" C36 77.00 31.88 31.66 S51'43'17"W 23'43'27" w C37 77.00 34.91 34.61 576'34'16"W 2558'33" 0- pNL` L N .8 w m o � r7729 _o � I� W V) � J }} Z 1 o oN w Q F-- Jcn CD 00IV ��GaR Y G G � W w '� o N N Nti U O NCD = U N CD V � m m a 0 :2 W � z N!� � Q w L J = Q o u o � o IDAHO 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 .JOB N0. 20-022 (208)846-8570 P1.,y� :�� rr,rc) - MASHEET 2 QF 4 = - GROUP, LLC SHEET C2 . 1 LO 00 Ln i N O O 00 v� � z 0 N % I \\ O 0 30' 60' J o O �d o N c> c CD CD o 0 0 1 0 1 I O r? c Lo c� c> c> c> 1 1I1 I \ < I h o n r> o co co co co 1 co 11 1 \ " _ U rn cfl N I O J J \ , III ► // SCALE 1 30 O 0 o N - o N N a rn r �n \ 1 I I I 1 \ n c� rn N + o o n N rn rn \ rn rn rn " `* II I � Oi � \ N r N \ JI 7�N o O oo + r7 r7 \ I 1 / O c� r + N N \ \ � - - - - - - - - - - - - - - - I III11 I �'� � � / Lq 9 n o N \ I I II 11 C H �., N + + , 11 \� 11 10 s , 11 1 , QO / \� KEYNOTES J O r I1111 N + III \ 1 _ REMOVE EXISTING ROAD BARRICADES, AND REUSE 3 C 0 2+71.06 3+30.73 �� \\ 5+92.50 16.50'L 6 1 111 QO 12 - O IF POSSIBLE/NEEDED. O 1, o_ 2 � 0 26.44 CL 25.99 CL \ \ SNOWDEN co \� + p- -4+00 - o 00 0 \5+00 - 23.48 TRC 6+00 III 1 I 1 I =L - N �- V O +00 �O 2+81.53 �� \\ 5+92.50 5 I`hl 1 I �� \\ O INSTALL "KEEP RIGHT" SIGN PER MUTCD STANDARDS z O -p _-I 13 1 SNOWD �� 1+00 0 0 0 - o o 26.36 CL L14 �� �� 1 23.56 CL 1 11 =Lf)Z _ ��� o 1+69.26 N 2 r'� , 1 1 I O INSTALL 6" VERICAL CURB NO GUTTER PER ISPWC AND O D 0+00 _ /�\ 27.21 CL ^ 3 �o \ I 111 ACHD SUPPLEMENTAL SD-701A U fl -0 13 1 � � �\ 1 1 5+92.50 16.50'R CATCH BASIN #2 - 2723.48' TRC, 2720.32' 12" INV OUT Q 1 I 23.48 TRC I 1 1 I O - - O N Q 1 1 I 4 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A \\ o I o 0 o f o i 11 1 1 1 6+71.98 TYPE IV (Q25=0.94CFS, Q100=1.31CFS) w D 13 \� coo I coo coo coo 1 coo 1 III I I I Q I I 1 1 22.82 CL ;�, 1 1 1 1 1 6+71.98 16.50'L r 1 0 \ I o oo 1 N I III I I I O INSTALL t29LF OF 12" C-900 0 1.25% _ c� , cD co \� o rn rn M rn I rn I 11 1 I 22.74 TRC O o co c� K? o o u i 1 rri I " N + N + N + 1 N + 6+71.98 16.50'R 1 6+81.92 16.50'L LL O o " Cl r' "' N + "' "' �' �� 22.74 TRC 22.68 TRC CATCH BASIN #1 - 2723.48' TRC, 2720.17' 12" INV OUT O O "� co r N °n° I � N v O PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A W e a o N O 1 O O N O O/ O 1 II 1 1 o TYPE IV (Q25=0.95CFS, Q100=1.32CFS) 00 W O m O O N _ N 00 co O O N I N N N N n / N I I I m O O W�7 co o + + N + W I I I N + N + N N ! I ;! ; SEE SHEET C3.� I 7 INSTALL t2LF OF 12" C-900 ® 1.51% O I o O O O0 I O INSTALL 48" MANHOLE #1 PER SD-611 LLI RIM ±2723.55' 08 12" INV IN 2720.14' O 18" INV OUT 2718.25' O SUMP 2716.25' W INSTALL t10LF OF SOLID WALL 18" SDR-35 ® 0.00%O O SLOPE. 5LF TO EXTEND INTO SEEPAGE BED. SEE SEEPAGE BED DETAIL ON SHEET C3.4. O ISO O10 INSTALL SEEPAGE TRENCH #1 - 9'W x 1 VD x 841 O SEE DETAIL ON SHEET C3.4 1 1 INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL DRAWINGS SD-627 1 2 INSTALL GRAVEL ACCESS ROAD SEE SHEET C5.0 PHASE 1 FOR DETAILS CONNECT TO EXISTING ASPHALT, CURB & GUTTER. OCONTRACTOR TO FIELD VERIFY CONNECTION ELEVATIONS, 13 IF DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT W ENGINEER OF RECORD. SNOWDEN - CALDERA - SCANDIA PROFILE LL_ 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 O CD NOTE: 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD O O SUPPLEMENTAL DRAWING SD-712H TYPE "H1" UNLESS OTHERWISE CALLED OUT. 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES o PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID O o INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS o r, NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' O 0 CIJ 2730 °° C7;" 2730 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR to C4 to FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED - - - - - - - - - _ + EXISTING GROUND 'i?r-) WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY - - - - - - °O- - - - - - - - - C9 `-4 �rn NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC - - - - �' +^ N N "N SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. -0.76% - - - - m m oN M 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION -0.76% _ - _ FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. FINISHED GROUND 0.76 -0.76% - - 1.0 Lq n 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. N N� W _ M N 00 N (n _ +N M00 = O N / °° +N 2725 N co N CD CD 2725 _ m O Q CD -0.93% STANDARD STREET NOTES: CcUJ o z 1 _ - - - - - - cncp I N UJ rn U` LU 00 �"] NI O ALL TOP BACK OF CURB RADIUS AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. z � o \ / O ON W U ALL PEDESTRIAN RAMPS PER ISPWC & ACHD SD-712H TYPE H4 & H7 UNLESS Q _j N � w 12" C-900 c~n CD w o �I OTHERWISE CALLED OUT. z / STORM DRAIN I� ^' WW O InU O M 2720 2720 ALL VALLEY GUTTERS PER ISPWC & ACHD SD-708 UNLESS OTHERWISE CALLED OUT. _ x o <on ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS OTHERWISE V � C° CALLED OUT. M o i z � o ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE Q w w w CALLED OUT. = Q J o v o L_ o Sip N A L F Plans Are Accepted For Public Z< `STE 2715 2715 Street Construction 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 By stamping and signing the improvement plans, the Registered 9412 Engineer ensures the District that the plans conform to all District 01/08/20 policies and standards. Variances or waivers must be specifically ST �0 and previously approved by the District in writing. Acceptance of the �tigOSOKIN���P improvement plans by the District does not relieve the Registered Engineer of these responsibilities. SHEET BY DATE ADA COUNTY HIGHWAY DISTRICT C3 . 0 LO 00 Ln N I N co SEE SHEET C3.2 _ E O I J I ----- &__2722--- 11 CD J _ ------ _ 23//���.''� 24 25 � i � 16 15 - - --- 14 ------- --------- 13 _-------- - -& i Qi O LJ 1 N O + N Y + N J J _ J J J ------ J _-_-' O O O O // O O O O O I O O O --- O O __--O - -------- O Lq Lq Lq Lq � U U U U / U U U � U '--- I /' � U i - _----' U _- __--'-----_- --- � P5 � � �2 Fcc_,� �2 -BL11CK6 �2 � � � � _ u � � w00 "1N N N N 0oN N c0 r) i CO i\ CO N CO ,n CO ,n CO aoao0 30, 60' Qf/� C\ N N O [V N -- N N CV � Cn O C1l O O O 0) (T 0) M M 0oM O0 _/ N NCOI\ UC4� 00 MI\ Oo fh 00M 00 f'") /- 00L + + + / + + 0 + / + 2 I 2 I O ____--- N M rl, I --- ------_ -------- -- - SCALE 1" = 30' J 1 _ (r, CD 0. m 0 O 6+71.98 r=__-- — 20.51VG . — <� M Q 22.82 CL o 0 0 9+89.26 10+25. 20.35VG 10+62.26 o 0 0 _ 13+39.26 N J Z --- r"i _ " .1 of 18.36 CL CALDERA— =---_y— — _�27�- - 20.73 CL — 20.55 CL _ \- -� — - - - �AM� - - -- - = J O SS 12SS 12 S 12SS� 12SS 12SS 12SS 12SS 12SS 12SS— 12SS 12SS 13+39. 18.28 TRC KEYNOTES U ~ \\\ \\\ \\\ \\\ U � �\ ------- / i L_ / W 0 INSTALL GRAVEL ACCESS ROAD L_Lj - N -6+71.98 16.50'R ___ -- ------------------------ ---- -_ -_ _ O SEE SHEET C50 PHASE 1 FOR DETAILS -- ------------------- ------------------------- 2720------- _____ _ ------ -- _ -------------- --------- ------------------------ - __ _ ________ ______ _ _ ___ _______ _____ _ __________ -------- -- ------------------------------------- --------------------__- -------------------__------------------- -------------------- - ---------------------- --------- -------------- ---------------------- ------------------------ ---1---- ---= I� C' - -------------------------- _______ -2720 ------------------ -------------- --------------------- ---- O N ------------- - -------------------- -- - -- - - c2721�-�-------------- ` o o \ o 0 0 \\ o o o I 2 INSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD O \`\L) � c� � c� c) \ 126, nn nSUPPLEMENTAL DRAWING SD-712H - TYPE H4.� � �\ N \ CV N M r) O M M O M N � \\ ` �\ O � \ 0o CO 00 00 \ (D 00 O 00 00 WCV ` ` ^ O CV O CV \ CV CV 00 CV^ \ � N \ N �j2J O N O N + �j� + N \\�j M O J I Q \ U 33 34 35 \\`�\ 36 37 \\\\\\\ 138 O Q � NOTE: W W BLOCK"4-,, ` ` \\` �` \\ \` BLOCK 4 I \\\ \ 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER m / \\ \ I ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE O 'i UNLESS OTHERWISE CALLED OUT. 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS W SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN Z 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' LJ—I 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH U STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS O DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. U L� Q O STANDARD STREET NOTES: cl:� W � ALL TOP BACK OF CURB RADIUS AT INTERSECTIONS ARE 20.0' SNOWDEN - CALDERA - SCANDIA PROFILE UNLESS OTHERWISE STATED. ALL PEDESTRIAN RAMPSISPWC & 6+50 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 13+50 & H7 UNLESS OTHERWISEECALLED OUT.ACHD SD-712H TYPE H4 U Z 2730 2730 ALL VALLEY GUTTERS PER ISPWC & ACHD SD-708 UNLESS OTHERWISE CALLED OUT. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS OTHERWISE CALLED OUT. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 0o UNLESS OTHERWISE CALLED OUT. x 00 N 2725 cl N o 0��� 2725 N N ao Qom. �yQ w C9 M N Q coN CON m M O CO I\ CO (n EXISTING GROUND " +`- C4 o 0 p+jN +r- CNON ' -0.60% � o mC14 o+N = I N Y CD M Uj- - - - - - - - _ -0.60% W v7 � N w Coco -0.50% W Q � Ni 0 -0.50% Of FINISHED GROUND J 2720 — _ M CO 2720 Cz�,7 QCD r N -0 79% _ U' w z N Q Z V) Y O O / I N LLJ — — — — — _ UJ % O U O Ln V m p W / Z Y o 12" C-900 Q w W W STORM DRAIN = Q J 2715 2715 Plans Are Accepted For Public Street Construction ,\ ` � ,oN A A Ftic 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 941 2 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered s o1/08/20 0 Engineer of these responsibilities. Te OF\0, P y�O S. KIN��� 2710 2710 BY DATE 6+50 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 13+50 ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 1 W 00 LO KEYNOTES N co BASIN #3 - 2718.28' TRC, 2715.00' 16" INV OUT 0 30' 60' O PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A C) TYPE IV (Q25=1.88CFS, Q100=2.62CFS) C) 0 30' 60' 00 &i SCALE 1" = 30' O2 INSTALL t29LF OF 16" C-905 ® 0.14% O_ SCALE 1" = 30' # Q CATCH BASIN 4 - 2718.28' TRC, 2714.95' 16" INV OUT W \\ I\ r 1 v m PER O TYPE V (Q25SPWC ND1.30CFS ACHD SQ100 SUPPLEMENTAL DRAWING SD-604A W \ \ Ir O \ N I m J J SEE SHEET C3.1 6 0 U_� � \ \ / vI F II I w I 1 I o \ \ �_ / I r I , I �I I o CDM rn \ 1 d I I \ , 1 4 INSTALL t2LF OF 16" C-905 ® 0.14% J 11 r7 N oNI J\\ I1 c9 I I rn n °oN of I v N rN I I NrN Il NN 0o 00 I /\ V \ \ 1 1 •� � I I I M � r � � .- � I \ 1 1 cP I I I �+ �+ ! I (D /1 ,� I \\ W ^ f I I j I 'i'\\ INSTALL 48" MANHOLE #2 PER SD-611 Q I N 1�1 / o 1 N III I 11 1 ` RIM t2718.34' Z 11 11 i t o I 16" INV IN 2714.94' o X I I cl I it/ !"`� \\ O 18" INV OUT 271425' J CD /+ // � SUMP 2712.25' �. LO I 2 pC' 1 ! --- o I �6 ► o 0 0 13 nl I I I I i/ I "' N I i j j N 1 1 �`� INSTALL t 10LF OF SOLID WALL 18" SDR-35 0 0.00% 7 78 SO 1 I 114+38.93 ^ 15+43.82 I + + I rn W N 3x S1 I I I 18.82 CL r N SCANDIA 19.31 CL I = X 11 I I o II I I I I 1 1 I �I 6 SLOPE. 5LF TO EXTEND INTO SEEPAGE BED. V Z ,77 pRc i 1 1 1 1 _ - 15 0+ 0 - 5 $5 N i i i 11 i i I i i i i i SEE SEEPAGE BED DETAIL ON SHEET C3.4. vz U-) m - 1 1 I I 10 I I I I I I I 12 11 1 I I 1 00 1 1 I I 13 IIIII 20.51VG I I I I III I I I I I O INSTALL SEEPAGE TRENCH #2 - 15'W x 11'D x 71'L (^ N C O I SEE DETAIL ON SHEET C3.4 V U 087%1 9 I I III I 1 - 0 o KE�PORT M �0N I I► IIII IIII II I II OINSTALL MONITORING WELL PER ACHD SUPPLEMENTAL 0 1+ 4� I DRAWINGS 4+38.93 16.50' -18.74 TRC9_1 1 1 I Lq I I I 11 1 I I I I II w o I I / 1 0+50 I I I I II I I I I I to _ _ _ _ _ 1 1 1 1 1 1 20.99 CL I I I I 1 1 I I I REMOVE EXISTING SIDEWALK BARRICADES, Q O 13+59.64 / l i i t i i i 1 i I I 1,76� I I I I 1 I I I p O AND REUSE IF POSSIBLE. - -I- - - - - -1- - � - - J- I 1 1 I I 11 O O < I 18.46 CL I 113+59.64 16.50'R /N � I I I I I I I I 1 Q I 18.38 TRC / N N I I I I I I 20.35VG I I 12 I I I 13+59.64 16.50'L 0 8 I I I I I I I I I I I I 1 1 INSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD LL I I I ,; IIIIII 1 Q I I I I I j 1 1 I I j l 10 SUPPLEMENTAL DRAWING SD-712H - TYPE 13+39.26rI / \ II IIII Q I I I °Obo Ir�1\ �' II1 I I iII I iII II I II II 1c�.1 i �i+ I►I II1 iiIiI iI I i II I I 1 I 1 I I1 1 11 21 H4.5 uJ 1 2 3 � W INSTALL TYPE II ROADWAY BARRICADE WITH SIGN THAT MM 18.28 TRC LO o f I I 11 13+39.26 16.501 STATES ROADWAY TO BE EXTENDED IN THE FUTURE REUSED IF POSSIBLE. CD 4 � � o 18.36 6 7 - - - - - - INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE.PCJ CD I I INSTALL REUSED BARRICADE IF POSSIBLE.16.50'R `') nz \\/ W.Z 18.28 TRC \\ III i 13+12.83 16.50'R i aId T i i 1 i I o I ► I I I i t i i I l i ` CONNECT TO EXISTING ASPHALT, CURB & GUTTER. I 1 / III I 18.49 TRC / / I I � I ► I I \ 1 1 `D 1 I I ► 11 1 I \ I CONTRACTOR TO FIELD VERIFY CONNECTION ELEVATIONS, IF DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT LLJ ENGINEER OF RECORD. I I I I I I III ! I " 11 j 18.68 TRC I I I I I j 1 1 I / I I I 1 1 1 i I I li / 12+89.26 16.501 I ' ' 11 I I ; SEE SHEET C3.1 j I 1111 /�� O II / O I ¢ I I I /� J I m % I I I I III 1' / � I � I I ! SEE SHEET C3.'L NOTE: 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE "H1" UNLESS OTHERWISE CALLED OUT. 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSSSLOPE 2% Q ALL KEYPORT PROFILE RAMPS OSHALLSHAVEATRUNCATIEDO DOMES IPEIRNACHD PEDESTRIAN W 0+00 1 +00 1 +42 SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE Z RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' C) SNOWDEN CAL D E RA - S CAN D I A PROFILE 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED U-) O 13+00 14+00 15+00 16+00 WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH 2730 2730 STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS W DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT W 2730 2730 ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH Q POLICY AND EXISTING PAVEMENT MARKINGS. 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS Q OTHERWISE CALLED OUT. 2725 2725 -N OO CO +N XQO cL�� m ��Q O SOX EXISTING GROUND 0o M O N M 2725 ��lQ P����P 2725 STANDARD STREET NOTES: N G rn� + FINISHED GROUND -m o r o o o FINISHED / N Un N ALL TOP BACK OF CURB RADIUS AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. +N M N m c' +04 o o+N GROUND Epp% / o 2720 2720 o m o N Cn ALL PEDESTRIAN RAMPS PER ISPWC & ACHD SD-712H TYPE H4 & H7 UNLESS �► N Y �' co m , / OTHERWISE CALLED OUT. � 0.47% / =Dc � o _ _ - - - - 0.4 % _ - _ ALL VALLEY GUTTERS PER ISPWC & ACHD SD-708 UNLESS OTHERWISE CALLED OUT. CIO ,`�� o� `"I -2.04 O UJI ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS OTHERWISE z N o I a EXISTING GROUND C'14 Of 2720 2720 CALLED OUT. Q w o oN } U 0+18.50 J ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE z N n w o CI 12" C-900 / GB 2720.44 w zo o v o o �/ CALLED OUT. UJ STORM DRAIN CD N o _ 2715 2715 V m o w z � o Of = Qw ~ J O U t) L.L Cl 2715 2715 Plans Are Accepted For Public ONA` Street Construction 5� \STE Ftic 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 941 2 2710 2710 and previously approved by the District in writing. Acceptance of the improvement plans b Registered g y the District does not relieve the Re o1/os/2o 13+00 14+00 15+00 16+00 Engineer of these responsibilities. � Tq rE OF:\Vi' � �D S. 2710 2710 BY DATE 0+00 1 +00 1 +42 ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 2 M I O \\\ O O I O I N_j CID J J I U� c> \\ � c> I � c� o� c.� o� c� o o E � o % % O � � to \ cfl I cfl to � to to � cp ( r? U / / � O �\ 00 \\\ °^° I Cori M % M °d°I j ICID \ + N _ N O N I U N I N N - N / 00 N ON N cp �F V I O + \ + + + + + -I- N N 4� / N N N r7 ,\CO• 0 0 30' 60' Cn 9 �x `\� / W 10 /; o 0 _CD / �,' SCALE 1" = 30' z 0+ 0 - i 1+0� - _ PERLITE -2+0� - - 3+00 3+26.38 ' /,- � / 24.56 CL O / J � O / !^ M29.6� Au / 25 17 CL /i 3+02.67 / �� 165c I L_J 10 / KEYNOTES Q 9 J � � 3+26.38 16.50'R /' J CD 24.48 TRC CATCH BASIN #5 - 2722.77' TRC, 2720.00' 12" INV OUT PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A Q Z CD CD ' o o /' TYPE IV (Q25=0.99CFS, Q100=1.38CFS) U W / � co / x 2 o v �? �? / ' �? j I Ln rn °�° � ' o+ O2 INSTALL t29LF OF 12" C-900 © 0.24% V U W a N o w N , ^�� ° rn / N N 0 N N 23.34 TRC 4+05.76 16.50'L O z N N � 4+05.76 21.50'R � 23.25 TRC co / 4+05.76 CATCH BASIN #6 - 2722.77' TRC, 2719.93' 12" INV OUT 11 C L� //' - _ _ _ _ 5 23.33 CL O3 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A /� I I - - TYPE IV (Q25=0.71CFS, Q100=0.99CFS) I /' 7 6 //' Q i O4 INSTALL t2LF OF 12" C-900 ® 1.50% CD Q - -- W INSTALL 48" MANHOLE #3 PER SD-611 Q �- --------------� 3 2 1 RIM ±2722.83'�/ O5 12" INV IN 2719.90' O 4+37.03 16.50'R tip Q L - - - 22.77 TRC / 18" INV OUT 2718.75' L.L D // SUMP 2716.75' w INSTALL t10LF OF SOLID WALL 18" SDR-35 00.00% m �SLOPE. 5LF TO EXTEND INTO SEEPAGE BED. C) $ g SEE SEEPAGE BED DETAIL ON SHEET C3.4. PIR PIR ' -/ -PIR PR_ g ' 21.91 TRC O SEEALL DETAILEPAGE ON SHEETNCH C3.42 - 15'W x 11'D x 38'L W 4+92.90 16.50'R o 4+26 31 94 TRCO'L 10 + % INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL 4+94.60 0 / 10 O DRAWINGS SD-627 EXISTING 21.96 CL W PHASE 1 I i O REMOVE EXISTING ROADWAY & SIDEWALK BARRICADES, AND REUSE IF POSSIBLE. U CONNECT TO EXISTING ASPHALT, CURB & GUTTER. 10 CONTRACTOR TO FIELD VERIFY CONNECTION ELEVATIONS, IF DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT ENGINEER OF RECORD. C) W 1.FEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE PERLITE PROFILE "H1" UNLESS OTHERWISE CALLED OUT. Q C) 0+00 1 +00 2+00 3+00 4+00 5+00 2. 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 W cd STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' o coo o 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED �/ Q +N WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE 0 m RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS 2730 - - 2730 FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. EXISTING GROUND 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH - _ POLICY AND EXISTING PAVEMENT MARKINGS. _ N cD i!'7 O) 00 N 00 co 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS FINISHED GROUND _ - _ �+N - - _ m N N N OTHERWISE CALLED OUT. N (.� m r`+j N W - CD cD r7 N M Q O� N - O N N O _ I�N 2725 -1.54 -1.54q - - _ _ m N 7 2725 z C) 0 i N Y OD Q N � -1.54q - - - - - - -M STANDARD STREET NOTES: W `/' M NI ~ 00 JI a-1.54q ` o I a ALL TOP BACK OF CURB RADIUS AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. Q LTCcli 7 (nn (D w o �I j 12" C-900 ALL PEDESTRIAN RAMPS PER ISPWC & ACHD SD-712H TYPE H4 & H7 UNLESS OTHERWISE UJ L z `" (n C)STORM DRAIN CALLED OUT. w o o cN' o o' o m v 2720 2720 ALL VALLEY GUTTERS PER ISPWC & ACHD SD-708 UNLESS OTHERWISE CALLED OUT. V ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS OTHERWISE L`j z � o CALLED OUT. w Q w � ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE o U o L_ o CALLED OUT. �S N A� F� �� \STET Plans Are Accepted For Public 2715 2715 Street Construction 0+00 1 +00 2+00 3+00 4+00 5+00 94 1 2 By stamping and signing the improvement plans, the Registered 01/08/20 Engineer ensures the District that the plans conform to all District s,, �o policies and standards. Variances or waivers must be specifically ATE OF \0P �P and previously approved by the District in writing. Acceptance of the ��5. KIN�� improvement plans by the District does not relieve the Registered Engineer of these responsibilities. SHEET BY DATE C3 . 3 ADA COUNTY HIGHWAY DISTRICT LO 00 Ln V— i NOTE: IF SITE SOIL CONDITIONS REMAIN AT AN NOTE: N R-VALUE OF 15. THIS SECTION WILL BE ADEQUATE. IF SITE SOIL CONDITIONS CHANGE, ACHD SECTION SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 ( ) FOR LOCAL ROADS SHALL BE TAKEN INTO EFFECT. REFERENCE AND DISTANCE FROM TRENCH. WELL "A" MAY BE LOCATED ON EITHER END OF SP-3 0.5 INCHES OF (J") MIX, 2.5" PG58-28, 4" SEEPAGE TRENCH. Q ( ") GRAVEL AND 14" (6"-MINUS) PITRUN. 0 50' SEE TRENCH DATA TABLE THIS SHEET 00 (n 5' FROM END OF TRENCH j Z P/L P/L TO ACT AS MARKER O 47'-0" Cn MONITORING 33'-0" WELL "A" � = W O MONITOR WELL J WEOLLTOBING = w PER ACHD SD-627 ~ z 7'-0" 16'-6" 16'-6" 7'-0" I O O O O O O O O O O O O O O O O O O O O O O m J 2'-0" 5'-0" 2 14'-6" 14'-6" 2' 5'-0" 2'-O" O O O O O O O O O O O O O O O O O O O O O O 'V^ /1 O 3. MAX PX GAS �p o SC T �:10pE 18" PERFORATED PIPE. _ 0 2.00% SLOPE 2.00% SLOPE S� SEE DETAIL 4 THIS SHEET. w J 3. INSTALL SOLID CAP AT END OF MPX F��G MAX CUT PLAN VIEW w J O SAND/GREASE TRAP PERFORATED PIPE - N Q 2' GRAVEL SHOULDER LID AND/OR SDMH LID MONITORING WELL EXTEND BASE MATERIAL 6" BEHIND 0 2.00% SLOPE TO BE FLUSH WITH TOP OF TRENCH TO BE A MINIMUM PER ACHD SD-627 CURB (TYP.)7a FINISH GRADE TOP OFSIDEWALK BELOW OAND IC CURB.D(TYP)UNUUND, W 4" OF / MINUS _ _ CRUSHED GRAVEL 3" ROLLED CURB AND GUTTER � z PER ISPWC SD-702. 10" OF 6" NATIVE BACKFILL TOP OF TRENCH (—� 2Y2" OF ASPHALT PAVEMENT MINUS PIT RUN v O O O DRAIN ROCK SLOP MIN. N o r n 0 U ��MAY BE OVER PIPE O O O O O O O O O O O O O O O O O O O O O 0 O N Q O O O O O O O O O O O O O O O O O O O O O o TYPICAL 47' ROW STREET SECTION LU - NTS - I I I I o o O 3/4"-2" FRACTURED DRAIN ROCK O Q SECTION DRAINAGE GEOTEXTILE W TYPE 1 2050). OVERLAP ° (ISPWC MINIMUM m \ SEE TRENCH ELEVATION TABLE FOR BOTTOM OF 12" ON TOP AND NOTE: IF SITE SOIL CONDITIONS REMAIN AT AN I I OF BED AND BOTTOM OF SAND ELEVATIONS SIDES. R-VALUE OF 15. THIS SECTION WILL BE ADEQUATE. IF SITE SOIL CONDITIONS CHANGE, ACHD SECTION W FOR LOCAL ROADS SHALL BE TAKEN INTO EFFECT. SP-3 0.5 INCHES OF (J") MIX, 2.5" PG58-28, 4" ASTM C-33 FILTER SAND IN (Jq") GRAVEL AND 14" (6"-MINUS) PITRUN. IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL NOTIFY ACCORDANCE WITH SA D BMP 04 ° THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE SEEPAGE BEDS TO PROVIDE THE 3'-0" MIN. CLEARANCE BETWEEN GROUNDWATER THE PORTION OF PIPE LYING IN DRAINAGE AND THE BOTTOM OF THE SEEPAGE BED. SAND MUST BE WRAPPED IN A DRAINAGE W " P�L 69'-0" PAL GEOTEXTILE TYPE 1 (ISPWC SECTION 2050). FOOT PLATE (TYP.) CONSTRUCT OBSERVATION WELL MUST EXTEND A MINIMUM 55'-0" 12" BELOW SEEPAGE FILTER SAND OF 1' BELOW BOTTOM OF THE SAND IN THE SEEPAGE BED. 7'-0" 22'-0" 11'-0" 22'-0" 7'-O" ACHD IS NOW INSTALLING ELECTRONIC MARKERS ON EACH CORNER OF THE DRAINAGE FACILITY. CONTRACTORS TO COORDINATE WITH IF ROCK IS ENCOUNTERED, CONTRACTOR TO HAVE PERCOLATION TESTS PERFORMED ACHD INSPECTION FOR PLACEMENT OF THE MARKERS DURING BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE CONSTRUCTION AND PRIOR TO BACKFILLING. ACHD IS CURRENTLY PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, 2'-0" 5'-0" 2' 20'-0" 6" 5-0" 5-0" 6 20'-0" 2' 5'-0" 2'-0" SUPPLYING THE DEVICES. CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO 3 OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA. A . MAX T g;1 MPX GU SEEPAGE TRENCH DETAIL PERCOLATION N RATE OF 2 INCHES PER HOUR WAS USED FOR DESIGN OF THESE SCOPE �— 2.00% SLOPE I 2.00% SLOPE SEEPAGE SCALE: NTS PER THE SOILS REPORT PREPARED BY SITE CONSULTING, JANUARY 20, 2020. y G�� 31 y�A SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 GROUND WATER WAS NOT PRESENT IN ANY OF THE TEST PITS AND IS EXPECTED FCC X CUT TO BE 90-130' DEEP. CONTRACTOR TO EXCAVATE 3-FT BELOW DRAIN ROCK TO 4" OF %" MINUS ENSURE THERE IS NO GROUND WATER PRESENT. EXTEND BASE MATERIAL 6" BEHIND VERTICAL CURB WITH NO GUTTER CRUSHED GRAVEL CURB (TYP.) PER ISPWC & ACHD SUPPLEMENTAL SEEPAGE TRENCH DATA TABLE DRAWING SD-701A 10" OF 6" SEEPAGE APPROXIMATE W DIMENSIONS TOP OF ROCK TOP OF SAND BOTTOM OF 100 YEAR MINUS PIT RUN TRENCH # WxDxL ELEVATION ELEVATION SAND ELEVATION GROUND WATER DESIGN VOLUME 3" ROLLED CURB AND GUTTER ELEV PER ISPWC SD-702. 1 9'x11'x87' 2720.00 2709.00 2707.50 NSA 3527 1 21/2" OF ASPHALT PAVEMENT 2 15'x11'x71' 2716.00 2705.00 2703.50 NSA 4756—r W Q 3 15'x11'x38' 2720.50 2709.50 2708.00 NSA 2533 TYPICAL 69' ROW STREET SECTION WITH ISLAND - NTS - W W W Uj W (� � I � � I � N 3/4" PERFORATIONS IN VALLEY OF CORRUGATED PIPE. 5 EACH a i N N O O p _ I O Z cn I N O w W � 00c0 NI 18" PERFORATION SCHEDULE ? w � O Q r t^ QwO N W (nn CD w o �I L Q Z (n W W LJ C:)CD a- CJ O M (� O V m 0 L1J / z � o Q w LLJ c = Q o o LL- o Plans Are Accepted For Public Street Construction ��� )\oNAL F�c 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 941 2 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered s 01/OS/20 0 Engineer of these responsibilities. TATE OF MVP, P y�'DS. KIN��� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 .4 Lo 00 Lo N I I I N I _r _r `'� � PI GIR IR PIR GIR PI E 1 G1�'= G W 16 15 14 13 12 11 10 O 711, co co O w s cn z II II = , 0 cry I o PREVAIL PHASE # 1 I I BLOCK 1 ff ll a W 18 I I i t w v 3 11 0 50' 1 00' W II O \\ \ I w Z III I I I;I � BLOCK 6 SEE SHEET C 4.2 BLOCK 6 I SCALE 1" = 50' J II I SEE SHEET C4. 1 , � � o III \\ I I I � 4 4— -- - - � — _— - - - _- - _ — _- - - I - - � _- - - - � -- - — � _- - - - � _- - I WATER MASTER LEGEND Q 2SS 2SS I CALDERA 12SS 12SS 12SS 12SS CALDERA 12� 12SS S -��cc 12SS- o —12SS EXISTING SS _ _ EXISTING SS _ _ _ \ 08 EXISTING SS U o 0 DOUBLE WATER SERVICE PER CITY OF MERIDIAN o 0 - - - - - I40 STANDARD DRAWING W1 AND W3. EACH SERVICE TO BE rI� TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN THE SAME METER BOX. z o II BLOCK 1 ' I I II I oLLO I I BLOCK 6 O I SINGLE WATER SERVICE PER CITY OF MERIDIAN n o 0 I28 I I II STANDARD DRAWING W1 AND W2 II o I BLOCK 4 33 BLOCK 4 I I W o m LLJCD II I I 29 30 31 32 34 35 36 37 - - 38 II O LL Q o -PIR � =PIR w - - -C) III U 'z O O O 6 O O O "' s NEW 8" SEWER MAIN � C� II I 10 w I BLOCK 4 r I L� 15 f— G0 - _ O w I BLOCK 6 EXISTING 8" SEWER MAIN II I Ld - N 26 = I ; PREVAIL PHASE # 1 II _ _ _ W \ I I i O I NEW 4" SEWER SERVICE I � CIO • 48" DIAMETER SEWER MANHOLE o II I w m I I II w Z 9 I � EXISTING 48" DIAMETER SEWER MANHOLELd o SERVICE LABEL A: 6+82 STA: = SEWER MAIN STATIONING O w 30 "E. ARIMO ST 43.0 L OR R = LENGTH OF 4E. ARIMO ST. NV7.48I SERVICE LEFT OR RIGHT MAIN LINE.PREVAIL PHAS s INV 27.48 = 4" SEWER SERVICE DEPTH 13 � glI 10 FEET BEHIND PROPERTY LINE. I I I II 24 I 12 I I � I I I I I I 12 f - II 1 NOTE o BLOCK 5 I 1 CONTRACTOR IS RESPONSIBLE FOR MEETING - 13 co12 �, I IQ � THE CITY OF MERIDIAN SPECIFICATION FOR o w I I CORRECT LOCATION/PLACEMENT OF FIRE if 11 _ - J II u HYDRANTS AND WATER METERS. LOCATIONS Q O 14 BLOCK 3 - - - I �; SHOWN ON PLAN ARE FOR REFERENCE o Of 11 I I 2 - I O O I I _ O II PURPOSES ONLY AND SHALL NOT BE USED o - _ 11 O I N I FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. uQ 11 10 II 1 III z — I --1-1 � I I al U II w �Ii r-, ; I 04 Ld I Zuj � I < N Q III N N II w 0 a �' Ickf TRANTON I I I I Y 11 I 8 � > I I g I I - - Cc ~ � cD II w �3 W cn cow I (n w `� I I I I BLOCK 7 I W o NI w _z 3 w °O o a BLOCK 4 I i �, J `� - - 02 I I 11 I (7 w 7 O I O - I - _ U-1 o u o g N BLOCK 5 I o7 CD a N II - BLOCK I � � mom - -- - - 1I 1 w � � 11 I I BLOCK 3 I I Qww � o II 6 — II o � oL- o II I 0 0 0 0 I II 1ST& Ii I PREVAIL PHASE 1 O III �t �s\ONA` �� 13 II it 5 L 9412 w- - w - - w II CUSICK I 01/08/20 1 s s s s s II s 5 r - - _ - - - I ti�oS. KIN��� � ATE OF �GP P SHEET C4 . 0 ICI Ij\ I I I � 6BLOCK 1 II V_ N o \ G,R IIII � SEE SHEET C4.4 WATER MASTER LEGEND \OO o III W E to DOUBLE WATER SERVICE PER CITY OF MERIDIAN 0 STANDARD DRAWING W1 AND W3. EACH SERVICE TO BE 00 \ o I III Of s TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN z O THE SAME METER BOX. O \\ \ I III O I O SINGLE WATER SERVICE PER CITY OF MERIDIAN QLLJ \ \ I I N I 0 30' 60' STANDARD DRAWING W1 AND W2 Li Lu F. �J� m J II ., LCJ Ln .. - CD � /\ \ \ 11 I I.. o�l I.. o�l I.. ��I I.. I I.. N�I I.. ��I I.. ��I z C �� ��� ��� � �- > I I = Z z �, �, SCALE 1" 30' J 0 0 �� \\ I CD � \ \ t t t t t \ WATER KEYNOTES = EXISTING SSMH 11 2 - 2 2 2 2 2 -2 2 - O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN _ �w w - -w STANDARD DRAWING W7. STA: 3+13.44 00 r , - - - CALDERA - - �- - - - - - - - - - - - - -� - 3 -CALDERA - 1 - - - - - - I- - - - _ _ ^? W I 3+00 / 2 4+00 5+00 �- 6+�00 1 _ 7+00 8+00 I = O AND POTABLE/NON ON -POTSHEET CROSSING. SEE WATER NOTE 3 11 12ss -12s5 s 12ss �12�s 12ss 1fss � 12ss 12SS -12 S � 2 `J SSMH 6 EXISTING SS 2 2 2 EXISTING SS Cn z LINE A-STA: 0+00.00 °'� EXISTING-STA: 3+72.79 SSMH 9 INSTALL: C 0 I , LINE C-STA: 0+00.00 Lv 3 1 - 8"x6" TEE (MJxFLG) rr nn O / EXISTING-STA: 7(0 0 LL.I 3 1 - 6" GATE VALVE (FLGxMJ) V t16 LF 6" WATER MAIN TO FIRE HYDRANT. Q O N N N �� co Lu + + W Z I� �' � -III `�Ln �; I _ < zg: BLOCK 4 � NZ � NGI � N� NNE O f z SEWER LEGEND OO Q EXISTING SSMH 15 w W I� STA: 7+11.92 s NEW 8" SEWER MAIN m O m SEE S H E ET C 4. 7 33 EXISTING 8" SEWER MAIN o NEW 4" SEWER SERVICE W • 48" DIAMETER SEWER MANHOLE 2g 30 31 32 34 EXISTING 48" DIAMETER SEWER MANHOLE STTA: 6+82 4" SEWER SERVICE LABEL 43 0, L STA: = SEWER MAIN STATIONING Q INV. 27.48 43.0' L OR R = LENGTH OF 4" U EXISTING PROFILE SERVICE LEFT OR RIGHT OF MAIN LINE. O 3+00 4+00 5+00 6+00 7+00 8+0o INV 27.48 = 4" SEWER SERVICE DEPTH 10 FEET BEHIND PROPERTY LINE. 2730 2730 VERTICAL SCALE SEWER KEYNOTES 0 3' 6' 3 INSTALL NEW 48" SSMH TO BE CONSTRUCTED WITH SCALE 1" = 3' CALCULATED 12" INVERTS WEST AND EAST TO BE 2708.18'. W O 8" INVERT FOR LINE A CALCULATED AT 2708.51', MATCH W 2725 I , 2725 EN�NEER IFOANYADISCREPANCES.CTOR TO D VERIFY AND CONTACT II W = I EXISTING GRADE INSTALL NEW 48" SSMH TO BE CONSTRUCTED WITH r - - - - - - - - - - - - - - - - - - - - - - 3 CALCULATED 12" INVERTS WEST AND EAST TO BE 2706.84'. - - - O 8" INVERT FOR LINE C CALCULATED AT 2707.17', MATCH C� CROWNS. CONTRACTOR TO FIELD VERIFY AND CONTACT - - - - - - - - - - - - ENGINEER IF ANY DISCREPANCIES. FINISHED GRADE - - - - - - - - - - - 2720 I I D I I 2720 O3 ADJUST EXISTING MANHOLE PER NEW ROAD FINISHED GRADE. x I Z W � D II I ZZ EXISTING 12" WATER MAIN I � EXISTING 8" WATER MAIN I I NOTE II I I EXISTING 8" WATER MAIN CONTRACTOR IS RESPONSIBLE FOR MEETING 2715 j j I I 2715 THE CITY OF MERIDIAN SPECIFICATION FOR N I I I I CORRECT LOCATION/PLACEMENT OF FIREuj HYDRANTS AND WATER METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE o 0 I I 1 I I PURPOSES ONLY AND SHALL NOT BE USED z I I I I 2 FOR EXACT LOCATIONS OF METERS OR FIRE w " � . - o II HYDRANTS. LL! N 7, �, w II 10 W � � co � N� cn 2710 I I 2710 N I I _� >Q } V ~ CD O w U co - - - - - - - - - I I QwN !J cn CD W Cl �I N 15) J W � � CJ O � _ p I I CD U) - - - - - - - - - - - - J I 55.35 LF 12" SEWER @ 0.33% - - - - - - - - - - - - _ -_ - - - - - - - - - - - - - _ J I V � m K - - - - - - - - - - - -- - - - - - - - - - - - - - 335.13 LF 12=SEWER ® 0.31% - - - - - - - I - - - - - - - - - m Q p w - - -- - - - _ - - - - - - 59.83 LF - SEWER ® 0.33% z � o 48"0 SSMH 11 - - - - - - - - � L - - - - - - - - - 3+13.44 EXISTING-SWR 48"0 SSMH 6 Q w < w RIM 0+00.00 LINE A SWR � = Q J 2725.9t � RIM 2 2708.46-W 3+72.79 EXISTIN -SWR RIM 2723.2t 48"0 SSMH 15 2705 12" OUT 2708.36-E 7+11.92 EXISTIN -SWR 48"0 SSMH 9 LINE C-SW 2705 8" IN 2708.51- RIM IN 2 707 �S�p NT E F� 12" IN 2708.18 W 7+75.74 EXISTING-SWR `S T e 12" OUT 2708.1 -E 12" O 2 2707. W RIM 2720.6t Z< NOTE: 12" OUT 2707.0 -E 8" IN 2707.17-N 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE TO FACE OF MANHOLE. 12"12" OUT 2706.84UT 706.84-E 9412 2.) SEWER MANHOLES TO BE CONCENTRIC 01/08/20 AND ARE TO BE INSTALLED WITH NO o SUMPS. C'ST q Te OF y�'DS. KIN��� 2700 2700 3+00 4+00 5+00 6+00 7+00 8+00 SHEET C4 . 1 _ II 00 II I 16 15 14 13 12 11 10 O ! I Lo I O I I I N cV III E SEE SHEET C4.4 A o BLOCK 6 I �II s 00 I o LLJ Iw Y II J o �J I �J I� �_ J a I� _� I II o 30' 60' I. I W co N�I Im —I .. �I o o Q > IQ >I z � � I = I SCALE 1" 30' J O I� Q - - J - - - I �,+ WATER MASTER LEGEND J U —' 2 _ _ _ _ 2 _ _ 2 3 I — — I— A I _j C) 2 ' 2 2 W — EXISTING SSMH 14 I Q _ w w 2 STA: 11+60.27 2 I DOUBLE WATER SERVICE PER CITY OF MERIDIAN U ` W _ 0 9 — — _ — — — — — — — — — — — - — — — — — — I _ 0'— f I I ( STANDARD DRAWING W1 AND W3. EACH SERVICE TO BE U 0 — — — — — — — — —— — — L(LJ �— CALDERA f I I TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN W 8+00 12SS 12 S',00�12$S 100 CALDERA 1 00 \ �j 12�00 12S I 12SS 1 THE SAME METER BOX. 2SS EXISTING SS 12SS� 90 �p O EXISTING SS EXISTING SS 2 2 2 2 SINGLE WATER SERVICE PER CITY OF MERIDIAN �z STANDARD DRAWING W1 AND W2 r1 N O L LINE HC9 STA: 0+00.00 I r1 e O W EXISTING—STA: 7+75.74 I 1 } EXISTING SSMH 13 I p I 0 T T STA: 10+88.21 I I Q W ° � � WATER KEYNO°° TES �zI � e Q � I I O III 1 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN w > e I p O STANDARD DRAWING W7. m LL-1 I I II mom 33 i i W POTABLE/NON—POTABLE CROSSING. SEE WATER NOTE 3 p I O AND 9 ON COVER SHEET C1.0. W I I BLOCK 4 I I INSTALL: it I 1 - 8"x6" TEE (MJxFLG) I I o BLOCK 6 O 1 — 6" GATE VALVE (FLGxMJ) ±16 LF 6" WATER MAIN TO FIRE HYDRANT. W << I I I II SEWER LEGEND O p I s NEW 8" SEWER MAIN i 1 PREVAIL PHASE # I �`I�,���� ,.n,_,� ,o EXISTING 8" SEWER MAIN I . NEW 4" SEWER SERVICE • 48" DIAMETER SEWER MANHOLE W EXISTING PROFILE EXISTING 48" DIAMETER SEWER MANHOLE W 7+50 8+00 9+00 10+00 11+00 12+00 13+00 STA: 0' L 6+82 4" SEWER SERVICE LABEL t� A:- 43 STA: = SEWER MAIN STATIONING W CD INV. 43.0' L OR R = LENGTH OF 4" (� SERVICE LEFT OR RIGHT OF MAIN LINE. VERTICAL SCALE INV 27.48 = 4" SEWER SERVICE DEPTH 10 FEET BEHIND PROPERTY LINE. C3 0 3' 6' `" u — — — — — — — — - - - - - - - - - - - - EXISTING GRADE 1 SCALE 1 = 3 SEWER KEYNOTES W 1 2720 - - - - - - _ _ 2720 O ADJUST EXISTING MANHOLE PER NEW ROAD FINISHED GRADE. oc y _ D FINISHED GRADE z Z I I 16" STORM DRAIN I I - - - - II II NOTE I I I I N CONTRACTOR IS RESPONSIBLE FOR MEETING N I I 2715 THE CITY OF MERIDIAN SPECIFICATION FOR = 2715 EXISTING 8" WATER MAIN I I I I CORRECT LOCATION/PLACEMENT OF FIRE EXISTING 8" WATER MAIN I HYDRANTS AND WATER METERS. LOCATIONS Z N SHOWN ON PLAN ARE FOR REFERENCE Cc rn PURPOSES ONLY AND SHALL NOT BE USED a W uj I I I I FOR EXACT LOCATIONS OF METERS OR FIRE LLI N I I I I HYDRANTS. N o I a r II � o - ~ � Lu II QwN 00 o Lu 2710 2710 W w = I I z New Y c) Z N II II CD � CJO �CD N I I I I V m o II w o - - - 4 -- - - -- - - - - - - - -- - - -- - --- - - -- - - -- - - - -- - I II II z � Qw � w I ow� = Q --J � - - - 308.47 LF 12" SEWER @ 0.31% � r— - - - - - - - - - - ouoLLo _ _ I I- - - -- - - --- - - - _ — — — — — — - - - - - - - - - - - � 68.06 LF 12" SEWER � 0.31% — — co \sTE �p N A E F� —— — — —— — — — — — � - - -- - T48"O SSMH 9 — — — — — — — — — — — — — — — — — — �� 2705 0+00.00 LINE C—SWR 2705 7+75.74 EXIST NG—SWR RIM 2720.6t L48-0SMH 13 10+88 21 EXISTING—SWR 48"0 SSMH 14 w 8" IN 2707.1 —N 11+60.27 EXISTING—SWR NOTE: RIM 2 18.3t 12" IN 2706.8 —W RIM 2718.4t 12" OUT 2706.84—E 1.) ALL SEWER PIPE LENGTHS ARE FROM 12" IN 2705.88—W 12" IN 2705.57—W 01/08/20 FACE OF MANHOLE TO FACE OF MANHOLE. 12" OUT 2705.78—E Sr �° 8" IN 2705.90—S 2.) SEWER MANHOLES TO BE CONCENTRIC 12" OUT 2705.57—E �y9 p S°K1NXC��'P AND ARE TO BE INSTALLED WITH NO SUMPS. SHEET 2700 2700 7+50 8+00 9+00 10+00 11 +00 12+00 13+00 C4 . 2 m SEE SHEET C4. 1 m i w N BLOCK 4 I W N Ilo I I U N N N N N N o O I t'J O (nn f I V ±222 LF 12" WATER MAIN I 0 Z to �I O � , v� w OM I+ ^I T J O t262 LF 12" WATER MAIN O l V I O - I o I' o 0 ±158 LF 12" WATER MAIN 0 30' 60' cn - rr� Jo Q > \cnN �,� oz I+ �, o� 00 0 � � O I Q W I Q �� " z � J� � J� Q m +_ p + p + J O 4 I I O n I¢ o I I� o NI I� p NI = W I� I 2 2 I 1 f �'I SCALE 1" 30' z O _� 9s 2 1 2 I z1 z Ld WATER MASTER LEGEND _ p 0 2 SNOWDEN I S 1+OS 2 I 5 J o � - - ZL � I- 2 LINE A 2+ 0 2 - 2 Z Z Z Z l = DOUBLE WATER SERVICE PER CITY OF MERIDIAN J C) 176 2 p 2 SNOWDEN STANDARD DRAWING W1 AND W3. EACH SERVICE TO BE i S+ 0 3 2 TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN rQ O 2 2 U O O 2 THE SAME METER BOX. / E-i--- ---------i------------------- 5+00 6+00 6+ 64 N - -__ -- 0 0 SSMH 6 1 7 -=-0 --- 2 S S ^ / I � LINE A-STA: 0+00.00 � - - - - _ I 1 I 2 2 s LINE A S 2 � � W EXISTING-STA: 3+72.79 - -f- SINGLE WATER SERVICE PER CITY OF MERIDIAN v O STANDARD DRAWING W1 AND W2 z o SEE SHEET C 4. 1 Ip �, SSMH 8 O �N> �� �o O 1 STA: 6+21.64 0 0 ONO I+� �I I+ � �' SSMH 7 - - - ( ° m O STA: 3+36.33 "O "z I" �I >< I+ O OO p I o O O O 0 p -� "J I ^ �I �I I�o NI I� NI WATER KEYNOTES W "O 00 + �-,:� � + 00 . Imp"I I O O NOTE �� MJ O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN L.L Q CONTRACTOR IS RESPONSIBLE FOR MEETING I STANDARD DRAWING W7. O O W O THE CITY OF MERIDIAN SPECIFICATION FOR POTAE/NI m > O CORRECT LOCATION/PLACEMENT OF FIRE O AND 9O ONCO ERTSHEET C10.ABLE CROSSING. SEE WATER NOTE 3 0 0 CD HYDRANTS AND WATER METERS. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE O 0 0 0 0 O 0 0 0 0 INSTALL: W PURPOSES ONLY AND SHALL NOT BE USED I O 1 - 12"x6" TEE (MJxFLG) ° FOR EXACT LOCATIONS OF METERS OR FIRE BLOCK 1 1 - 6" GATE VALVE (FLGMJ) ±16 LF 6" WATER MAIN TO FIRE HYDRANT. O HYDRANTS. O O CONNECT 12" WATER MAIN TO EXISTING 12" WATER MAIN TEE o ° FROM PHASE 1. o CO � O REMOVE 2" BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 12" O O WATER MAIN FROM PHASE 1. LINE A PROFILE EXISTING UNDER GROUND UTILITES INSTALLED IN PHASE 1. 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+22 O CONTRACTOR TO FIELD VERIFY UTILITIES ARE INSTALLED AND ARE IN 2730 2730 WORKING CONDITION BEFORE CONSTRUCTION. VERTICAL SCALE - - - - - - - - - - - - - - - - - - - - - - - - - - - O INSTALL SLEEVE ON WATER SERVICE THROUGH SEEPAGE BED PER 2725 725 ACHD DETAIL 07 OF SECTION 8200 OF ACHD POLICY MANUAL. EXISTING GRADE _ - - - - - - - - O SCALE 1" = 3' _ - - - - - SEWER LEGEND CD_ - - - - - - - - O - - - - FINISHED GRADE W � - Z s NEW 8" SEWER MAIN \ z ~ 12" WATER MAIN EXISTING 8" SEWER MAIN co \\ 12" STORM DRAIN NEW 4" SEWER SERVICE Q \� • 48" DIAMETER SEWER MANHOLE O 27202720 12" WATER MAIN EXISTING 48 DIAMETER SEWER MANHOLE 28---- LF 8" SEWER © 0.78 0 _ STA: 6+82 4" SEWER SERVICE LABEL 43.0' L STA: = SEWER MAIN STATIONING 48"0 SSMH8 INV. 27.48 43.0' L OR R = LENGTH OF 4" 6+21.64 LINE A-SWR SERVICE LEFT OR RIGHT OF MAIN LINE. RIM 2728. t INV 27.48 = 4" SEWER SERVICE DEPTH N RI OUT 2 19.13-N 10 FEET BEHIND PROPERTY LINE. 4, T48"O SSMH 7 Q 2 N 271 15 33+32726LINE A-SWR 2715RIM o 8" IN 2716.93-S 50% 8" OUT 2716.83-N SEWER KEYNOTES Cc o 3 VF $ SEwER Z INSTALL SLEEVE ON SEWER SERVICE THROUGH SEEPAGE BED N M N� o 332.3 O PER ACHD DETAIL 07 OF SECTION 8200 OF ACHD POLICY MANUAL. CONTRACTOR TO INSURE SEWER SERVICE CLEARS ? W - 00 p a BENEATH STORM DRAIN. Q LT oN "' cr a J W Y O pl � UJW u O _ 2710 2710 0 CONSTRUCT SSMH WITH 8" INVERT AT 2708.51 . SEE SHEET o a C4.1 FOR CONNECTION TO EXISTING 12" SEWER MAIN. V 2 m m o w z � � w 2 = Q J o u o � o 48"0 SSMH 6 0+00.00 LINE A-SWR SRO NA L F 3+72.79 EXISTING-SWR �5 \S T e RIM 2723.2t 2705 8" IN 2708.51-S 2705 12" IN 2708.18-W w 12" OUT 2708.18-E NOTE: 1.) ALL SEWER PIPE LENGTHS ARE FROM 01/08/20 FACE OF MANHOLE TO FACE OF MANHOLE. sT�e �0 2.) SEWER MANHOLES TO BE CONCENTRIC C',Sq AND ARE TO BE INSTALLED WITH NO S. K1N\o� SUMPS. SHEET 2700 2700 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+22 C4 . 3 Lo W W 00 II II 1 � I II P R EVAI L PHASE # 1 NOTE CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR WATER MASTER LEGEND 5 �n 1�� CORRECT LOCATION/PLACEMENT OF FIRE DOUBLE WATER SERVICE PER CITY OF MERIDIAN C'`I HYDRANTS AND WATER METERS. LOCATIONS y P STANDARD DRAWING W1 AND W3. EACH SERVICE TO BE Q 2 SHOWN ON PLAN ARE FOR REFERENCE TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN Q 1 O 16 0' THE SAME METER BOX. � . .0 30' 60' PURPOSES ONLY AND SHALL NOT BE USED 0 30' 60' FOR EXACT LOCATIONS OF METERS OR FIRE o SINGLE WATER SERVICE PER CITY OF MERIDIAN � ±81 LF 8" WATER MAIN HYDRANTS. STANDARD DRAWING W1 AND W2 > 2 3 - - - - - - - - I SCALE 1" = 30' SCALE 1" = 30' SEE SHEET C4.5 w I I 1 f I Ig z I - f N I N O O O O I BLOCK 6 I uj � WATER KEYNOTES (� CD - _ - - - - I 3 1 0 1 4 BLOCK 3 ±210 LF 8" WATER MAIN t116 LF 8" WATER MAIN I _ - 1 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN J 00 f f N O STANDARD DRAWING W7. J CD ��_ ��� I O I N Q 2 t66 LF 8" WATER MAIN •_ oo�I o N o' `V CN o I f l NI I� NI 2 z POTABLE/NON-POTABLE CROSSING. SEE WATER NOTE 3 v U AND 9 ON COVER SHEET C1.0. W 41 } } 1 } } 6 _ ±132 LF 8" WATER MAIN I V u XINSTALL:- 8"x6" TEE (MJxFLG) z 96• 1\ 4 W _ 9 I O 1 - 6" GATE VALVE (FLGxMJ) ( N CD 2 2 2 2 2 _ f I ±16 LF 6" WATER MAIN TO FIRE HYDRANT. (I U O rn M M M nn = M M/ / I I N INSTALL: `�/ O N Q 2 �3 ° I S. PERLITE AVE. I I + .05 LINE B 4+ 3 - oo I I 2 �' KEYPORT N 4 - 1- - - � - - o - O 1 - 8" 45° BEND mow/ /��•✓ � � 3+00 LINE B 2+00 s I5 g \s Q 2 2 1+0 2 LINE B 0 Oi J 1+5 1 1+00 LINE C \ f o0 O O REMOVE 2" BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 8" Q \ I 3 O WATER MAIN FROM PHASE 1. LL \ W W ° W I I3 a EXISTING UNDER GROUND UTILITES INSTALLED IN PHASE 1. m F,cNJ I L----------- 6 1 � BLOCK 1 I o _ _ O6 CONTRACTOR TO FIELD VERIFY UTILITIES ARE INSTALLED AND ARE IN C) I�_ �I + J� 00 N N - - o J I I a WORKING CONDITION BEFORE CONSTRUCTION. ° rn� �� o -� � I U N O ICD N p O + O + + } N� I� NI I� o NI to o NI f I Z W z N zl N J N N z Q N z a N' I I Nv 7 CONTRACTOR TO MAINTAIN 18" OF SEPARATION BETWEEN 4" N JZ W O PRESSURE IRRIGATION AND WATER MAIN. BLOCK 4 I a O - INSTALL: SEE SHEET C4.5 8 TEMPORARY BLOW-OFF PER MERIDIAN DRAWING W13 O N r7 Ln co O - 8" GATE VALVE IN LINE a. O O O O O O 1 W OCONNECT TO WATER MAIN BUILT IN PHASE 1 AT EXISTING 8" GATE CD LINE B PROFILE LINE C PROFILE 4+36 4+00 3+00 2+00 1 +00 0+00 1 +50 1 +00 0+00 2730 2730 SEWER LEGEND VERTICAL SCALE VERTICAL SCALE s NEW 8" SEWER MAIN EXISTING 8" SEWER MAIN SCALE 1" = 3' SCALE 1" = 3' L� NEW 4" SEWER SERVICE O q� 2730 _ _ _ - - - 2730 2725 \\ 2725 48" DIAMETER SEWER MANHOLE EXISTING GRADE - - - � _ \\ EXISTING 48" DIAMETER SEWER MANHOLE m - - - - - FINISHED GRADE STA: 6+82 4" SEWER SERVICE LABEL W - _ - - 7 � � - 43.0' L STA: = SEWER MAIN STATIONING INV. 27.48 43.0' L OR R = LENGTH OF 4" - - - 6" PRESSURE - SERVICE LEFT OR RIGHT OF MAIN LINE. \ Q IRRIGATION _ INV 27.48 = 4" SEWER SERVICE DEPTH \ 10 FEET BEHIND PROPERTY LINE. - - FINISHED GRADE 00 EXISTING GRADE 2725 _ _ _ _ - - - - 725 2720 D 2720 pop � D D n $ WATER MAIN ? z z z SEWER KEYNOTES all qT I I 24" GRAVITY FR Mq�N EXISTING UNDER GROUND UTILITIES INSTALLED IN PHASE 1. IRRIGATION O CONTRACTOR TO FIELD VERIFY UTILITIES ARE INSTALLED AND N ARE IN WORKING CONDITION BEFORE CONSTRUCTION. Q a 2720 II 2720 2715 715 CONNECT TO EXISTING SSMH AT KNOCKOUTS WITH INVERT WATER MAIN 48"0 SSMH 1 N 8" ELEVATIONS OF 2715.82'. CONTRACTOR TO FIELD VERIFY o 8" SEWER @ 1'48% 0+00.00 LINE B-SWR O INVERTS. IF DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT z Y 35.78 LF 8" 39.98 LF 8" 318.37 LF RIM 2729.3t N U ENGINEER ON RECORD. 25.92 LF 8"I I SEWER @ 8" OUT 2721.13-N w SEWER ® 0.61% � � SEWER Q I I 1.28% LLB N w 0.42% rn i o ui 3 CONSTRUCT SSMH WITH 8" INVERT AT 2707.17'. SEE SHEET v~i °O J� a I O C4.1 FOR CONNECTION TO EXISTING 12" SEWER MAIN. ? w o00 o a Q 4 J ON N L`'i d !:Imp (/1 (> W , O c) 2715 �. 2715 2710 2710 � � 48"0 SSMH 5 480 SSMH 2 o C.) 4+36.05 LINE B-SWR 3+22.37 LINEB-SWR � m RIM 2724.7t 48"0 EXISTING SSMH 3 RIM 2724.2t V m o 4" IN 2716.59-NW 2 3+66.35 LINE B-SWR 8" IN 2716.4 -S z RIM 2723.8t Q w w 8" OUT 2716.25-S 8" IN 2715.82-SW 4" IN 2716.7 -W 148.28 LF 8" SEWER @ 0.40% < = Q J 8" IN 2715.82-NW 8" OUT 2716 33-NE o v o LL o 48"0 SSMH 4 8" OUT 2715.72-E 3+96.26 LINE B-SWR 8" SEWER MAIN INVERT RIM 2724.1 t CALCULATED @ 2707.77' 1STE NOTE: 48"0 SSMH 9 3 �5 10 8" IN 2716.03-N ZS A F 27109715-93-SE 1.) ALL SEWER PIPE LENGTHS ARE FROM 2710 2705 0+00.00 LINE C-SWR 2705 FACE OF MANHOLE TO FACE OF MANHOLE. 7+75.74 EXISTING-SWR 9412 w RIM 2720.6t 2.) SEWER MANHOLES TO BE CONCENTRIC NOTE: 8" IN 2707.17-N 01/08/20 AND ARE TO BE INSTALLED WITH NO 1.) ALL SEWER PIPE LENGTHS ARE FROM 12" IN 2706.84-W SUMPS. FACE OF MANHOLE TO FACE OF MANHOLE. 12" OUT 2706.84-E C'ST TE OF \OP�O Q 2.) SEWER MANHOLES TO BE CONCENTRIC S. KIN��� AND ARE TO BE INSTALLED WITH NO SUMPS. 2705 2705 2700 2700 SHEET 4+36 4+00 3+00 2+00 1 +00 0+00 1 +50 1 +00 0+00 C4 .4 Lo 00 Lo N � I W E CY) I I I O � — - 19 20 21 22 23 24 25 16 15 14 13 12 11 10 O9 C) S 00 CD ' \ PREVAIL PHASE # 1 BLOCK 1 I 18 I 0 50' 100' w II I I STREET LIGHT BLOCK 6 BLOCK 6 I SCALE 1" = 50' J r n O Q I - _ _ ____ _ __ _ ___ _ o I CALDERA CALDERA 8 I U STREET LIGHT z l i I BLOCK 1 STREET LIGHT I 1 STREET LIGHT I I I I I I I I I I N C CD17 I 28 BLOCK 6 O 0 U I I I Y I 0 I I ``' I _ ° O II o f I BLOCK 4 33 BLOCK 4 Z N Q II III I i 29 30 31 32 34 35 36 37 — — 38 I O C I 16 I O LL << � I I I W 27 m W III Iz O O 6 O O O O O _ � II I 10 I r II� II I I 15 O BLOCK 4 I II BLOCK 6 W PREVAIL PHASE # 1 II I I I I I I 0 LLJ II I I 14 9 I I II Q C E. ARIMO ST. — — — E. ARIMO ST_ II II I -- -� PREVAIL PHASE I O ISTREET LIGHT II 24 12 I I I I II I I II II 0 0 I I I I II I I I I I I 12 STREET LIGHT I I O O I I I I BLOCK 5 I = 12 w I I 23 13 I Q I < 11 o I I I � Q Z II BLOCK 3 II ' W Q Of o I I 14 O Og I I W 2 � C� 22 15 III I 10 II I I III I I I I I I I I I I 10 3 4 9 STREET LIGHT O O I O I I I I I I I I I- - - I N ui I cn = l z STREET LIGHT N o � I I TRANTON I z N O 20 17 Q o rn III of � I J Uj N 7 w I I I I BLOCK 7 I W o Ni J BLOCK 4 I �' I O2 11 I I I ('� � - � cco Of O I W N 7 0 0 I "' CD ui I I z � Z N N oo II I 19 18 - BLOCK 5 I I O7 W _ BLOCK 3 I I I CDm U) L_ I I II V � II m 1 I I w O I I I BLOCK 2 i w w �; III s I 0 12 I o u o � o II O I I 1 2 7 6 I I I I � 0 0 0 I l i l PREVAIL PHASE # 1 I I I O I ��co , SA` F,�c, 13 9412 III i — CUSICK I s o�/os/2o 0 — — — — — — — — — — O Cyq�EOF \0���Q i I I I S. KIN SHEET C4 . 5 LO 00 -�� , / l 1 , � � _ �_ 1 �_ ` \ N % 17. EG) I l i i 2 /� l i L - �' / I iL(28.62EG) / i �' _ ,-'' \ \ I I , (17.67EG) (1LO 8.06EG) (18.44EG) (19.00EG) ��' / i (25.27EG)r ' - I0.42tGj ` I I (19.64EG) (7,0.52EG) (2118�6EG� / ,/ ,'-(31-47EG)---- I I F �-_I �0 17.32FG 17.33FG11 117.67FG,- 18.06FG 2719--_- _� ,,� I I /� `�` - ,0 30.58FG __ BLOCK 6 , N 17.29FG , O O 18.44FG i 19.00FG M 19.64FG N 20.52FG 1 I ,I 29.69FG 29.72FG / 2732 (+� 2.00FG \ I I III , �$ I O O O O 21.73FG I 22.88FG O I 28.10FG I I I BLOCK 7 11,E / 19.23FG� --J. � 0 r I I N �\�� � 1 119.23FG 18.83FG 19.02FG BLOCK 6 r / 22.71 FG \ I i 25.81 FG j I j i O i 4 ' Q l 19.64FG 20.08FG! 21.39FG r �23.9OFG �24.54FG I i % i j I 26.85FG� I I I r 00 &i ` \ 21.78FG` \ 1 I 19.23FG 19.23FG / ' �24.4 EG \ \ \ \ \ \ i i i o I I I I I ' 32.61 FG , O 28.62FG 28.62FG , , I - `�\ 4724574S �' \ w C/) 19.23FG 1 I \\\\\ \ r / \ w I I I \\ r 28.62FG i 29.64FG / � Q w \111 �I `II /// \ ♦\ \\ `\ I , 1 / / ' // I ,r , ,/ / / O / I / O \� I�-I � \ \ \ I / / I , / / / \ 18.72SW 19.36FG 19.43FG i l ,' /' / iii � jl 3 ' i c a0 60' 120' W_ 27.07FG'� / 25.83SW / / �' W 19.38SW 19.64SW / 20.08SW 21.39SW 22.71 SW 2391 SW W SCALE 1�� = 60' J \ 1 1 \ 20.96FG 1 I 1 18.60SW ) - ' _ _ _ _ I I " ' �26.t�0E6) 1 I 04%;1 1 I 1 '' S. SCANDIA AVE. %- / - - /- / 1 I ' I 32.61FG ' 11 i 11 1 N 1 I 1 1 , - -- ,' �' ,' i / I 7 1 28.12FG I Ir32.59FG _ 21.35SW - 22.67SW 23.92SW 24.36SW- 25.43SW 26.76SW_ 28 11 FG I VV - - - - - - - - - - / 2 .05SW 1 t O I 1 I 1 , � - - - - - - - I -- 28.02SW 29.11 FG I I 1 1 1 1 1 ► ► I I 1 1 1 // BLOCK 4 ,,' 4t' BLOCK L 1 1 Q 27.86FG I N I J Z 1 1 1 / i / / ' / r / I l 0 I PREVAIL WAY J O 1 20.41FG I 18.37Sw , , „� / a a , I I KEYNOTES (279�l;) 1 1.9 % I III r r // , / / / / / 28.90FG / A Q \ 1 t O r I 19.99FG� / 21.35FG , 22.67FG / 23.92FG / 24.38FG / 25.43FG 26.37FG / / / I / - ' r l / 32.82SW - 33.60SW U ' / 28.61FG / 32.61FG / U / =19.79SW / / / i 18.58SW- - y - - J 20.08FG / �; / / 28.59SW , 32.30SW O SLOPE FINISHED GRADE TO EXISTING GRADE AT 3:1 W 1 1 I I I I I I I I 1 18.58FG 20.O6FG ' (� Z I 19.79FG ±^� �� ' / 29.86FG (\ III J I I I 20.81 FG i 18.76SW I I ,/ _ O I o0 2 O o / O O/ � 1 , \ I z 26\8�HG I I 1 2.00 1 , r �/ \ u \\ _ O INSTALL BACKYARD SWALE. SEE DETAIL ON N O 21.10FG 22.O6FG 23.41FG 24.73FG 25.55FG 26.67FG I 28.21 FG I O U i 11 1 1 1, i I i i i i i ► O r - - N I PREVAIL WAY I 1 \ SHEET C5.1. / - � I I � -�-- I � 31.59SW � co � �n I I I O V / � I w I I I O 1 O 20.53SW 22.O6FG 23.41FG 24.73FG 25.55FG / 26.67FG /O I ' - C) N 119.13SW 20.35FG 20.35FG / / I 30.58SW- ` i l l i i I I i 1 1 -- r (co )/ I 29.05FG I O3 SLOPE FINISHED GRADE TO FINISHED GRADE AT 3:1 Z ` I I I I 21.32FG1 19.24SW o r ECG M N (`�6/98EO) I 2.00 i 1 �� 20.53FG I r 0 N O / O BLOCK 5 29.16SW I I I 30.57FG I W 1 21.45FG� 22.77FG 24.16FG 25.5, 26.72FG 27.91 FG 29.18FG I �/ Q j j l I I ► I I I I ; / I 1 I O 32.83FG BLOCK 8 L.L � i i 33.61 FG I � O � O INSTALL POND DITCH. SEE DETAIL ON THIS SHEET. Q I I I 1 I i i /' l / / I I I I I 1 1 1 1 � i 1 21�73FG i 19.63SW 1 I l i , ' N 31.73FG _-' �� � I ,�' (26! LL 79EG I 1.9 . I 1 19.68SW 20.64FG 20.64FG 21.23SW / / / I 4 , I W W I i I I / I I I O INSTALL GRAVEL ACCESS ROAD. SEE DETAIL THIS m SHEET. I I I I I 1 I 21.18FG / / / / 29.41 SW I / \ O 1 1 I I N I I 1 1 / I'i t 29.56FG I ,/ 4.2QE6�_ U 21.45SW / 22.77SW - I 29.00FG 31.26FG / �' ` I I I I I O I ,� I I , , 24.16SW , 25.54SW / 26.73SW 27.91 SW 29.18SW i l I I I I I I 1 j III ,� - - ' r - I i < / L / - i i l I 29.50FG W I 1 � I I � O � P LARIS - / I \` I I I I I 20.11 SW I III ,' 1 ,/ I �' / / r / / I 2 7 EG ` I I 22.26FG I I I I , - 23.03SW 24.41 SW 25.60SW 26.98SW 28.17SW 29.18SW / (32.37F�G) (53. I Z ( ) 2 00% \ I I III O ii/,1 i t I ► 'r 1 I 1 I I I, 20.24SW 20.92FG 20.92FG 21.53SW 1 I I 1 1 I :ii,1 o 21.51 SW ,/ / ,' / / 29./6 )w 29.76FG 21.53FG M r/11 1 1 I I I 1 1 ,14 f I I I I 1 I 1 / I I I a �, i t �, BLOCK 3 / 3c�53EG �2734-- W I I III I III I I ill ,n w , , � / r ` IIII I I III 23.00FG I 20.52SW I III / / F O �,� r Z 111 1 I I III i Q.00% III I 23.03FG ,24.41 FG 25.60FG 26.98FG 28.17FG 29.11 FG a' I U 11� 1 1 I I I I I I h I I I I Q / � / 1 fill 1 I I I I I I I I � IIII 1[:(21.18 (24.838G) I I I I I I / 30.02SW21.18FG r / / / / 30.02FG 21.94FG , / / / / I20.70SW ; FG _ /II21.95SW / / O O O O /0 1 i l l l i i i i KEYPORT 120.75SW I111 1 M 21.93FG // i / N M 2 �n i co 1 I ( 87EG) I I 11 - M 20.80FG T 1 22.89FG / 24.30FG / 25.53FG 26.58FG j 27.82FG / 28.92FG i/29.89FG O I 21.99FG i / I y / ' (24.74EG) - - o III , ,' 21.93SW29.09FG t -23.33FG I I Q III 22.09FG I r 1 I I ' / / ' / 30.33SW / 1 I i 1 II i N , / 23.55FG / o II I1. / 30.33FG P/L O 0 , , 24.30FG 25.53FG 26.58FG / 27.81 FG 28.92FG 1 r \ , 29.89FG ~ O ' 0 O \ O / I ( 96EG) w 10' Ld 21.11SW 21.11FG 25.17FG ' 25.57FG 26.65FG � 27.58FG i 28.66FG 29.58FG 30.21FG� '� II �� Q 22.40FG 2 � I I `\ W I / I I 21.27SW I ' 22.86SW - - �� �,� 30.59SW 30.59FG 1 \\ 14' 3" 3" VARIES VARIES I 25.08E I 23.59FG _ _ _ _ ( 1 I 2.00% I , / / 1 i l i N I I \I I BLOCK 3 i / /i I l j (32.93EG) III SEE PLAN SEE PLAN I II / / '' / / / 24.70FG / / SLOPE VARIES. SEE PLAN I I I I N / I I 121.50SW 21.50FG % 23.72FG ,' / / i %1 I I I I\ _ II I I / 30.55SW \ N II I 23.92FG 21.57SW I I / 22.85FG i\ 25.57SW 26.65SW 27.58SW =28.66SW 30.55FG I 7 1 7 SLOPE VARIES. SEE PLAN (24.9�EG) / I I I 2.00% I III / /� I / / 29.58SW 30.21 SW 1 �, I 1 �' Ik U/ \ III J/ 24.70FG O 24.16SW S. PERLITE AVE / I I III 24.32FG 1 / - L ! \\ 56EG) Z i j I 1� I it M /' I 24.06FG 24.94SW 26.08SW / I \ i INSTALL FENCE ON I O I I r _ 2_7.00SW _27.93SW 28.86SW 29.70SW \ �' N I 6" FLAT LANDING ' 24.24FG 21.87SW it I I / 25.92SW �/ I = , 30.43SW 30.42FG I 21.86SW 21.86FG / � � i �- i Q (24.59EG , 200% / I / / �' , L______J / ( 3EG) POND DITCH 23.26FG TYPICAL SECTION f o I �� I IIII rn 24.32FGJ // 24.06FGJ 25.81 FG \\ O I NOT TO SCALE I I 24.54FG 22.17SW IIII O I 24.70FG % / I \ �� 30.23SW 30.23FG (24.76EG) I 2.00% IIII 24.57FG �25.17FG 26.11 FG 27.00FG 27.93FG �� 28.86FG 29.63FG 30.22FG 24.93FG , I \ (31.86EG) 22.30SW 22.33FG I O 2 O \ � M / �n �� 2 I r •I I _ N 24.57FG 24.69FG 25.35FG O ' O / e O I O 23.83FG 26.88FG 27•17FG / 27.65FG 28.15FG 28.65FG 29.06FG 29.75FG I ( ) II I 24.84FG 2.00% 22.47SW i I ii N 23.86FG Z 26.02FG 26.46FG 1 _ - 24.43EG III i 24.10FG h I 30.03FG 24.74FG / / t ) 1 I I O ti 25.39FG I 27.65FG 28.15FG 28.65FG \� 29.06FG 30.00FG 1.56EG 20.0'I 26.04FG 27.19FG � 30.03SW I _____ C� � 23.56FG' I O c��l i 26.59FG O O °' M i 1 I I I I 24.01 FG / N N N N I 3 7 0 I ,/ / 24.47FG 25.03OFG O N N N I O I O 1 S�OpFgX ��T cn \ 25.14FG ` 22.77SW I I r l 25.59FG i O v BLOCK 2 29.83SW I pPE C, (24.4\ EG) pp% / 26.13FG I I 29.83FG I S� UI N o 1 III i / I �26.78FG 27.21 FG 27.67FG 28.12FG 28.57FG 29.18FG 1 o 111 BLOCK 1 • 'I III �' BLOCK 8 �1oP�X I I I 26.37FG 26.98FG BLOCK 4 �\/\/\ \/\/\ \ /\/\/ "' , UJ II \` III' i I I 11 �� i S` \/\/\/\/\/\/\ \ \/\/\/ 14" - 6" MINUS W Ct Cn � o UJ II O 24.01 SW I j 1\ I O o PIT RUN W ao cal I 4" - 3 4 MINUS z I N 24.47SW \ `�_ ` I 1 2 23.09SW I 29.54SW I 29.73FG I CRUSHED GRAVELw 00 o c> I �,, I.. 25.03SW \ 26.65SW 26.76SW -_ �\ I �I� 1 I N o I a r 1 I 25.50FG- 23.91 FG 23.16SW I - 25.58SW 1 \ (25.42E ) I - - - I - �, 126.12SW \ 27.21 SW 27.67SW 28.12SW 28.50SW ��29.54FG I SUBGRADE COMPACTED TO 95% a �' N `` I I \ IIIII SNO�pE= - \ 26.69SW 26.73SW I I _24.86FG \ IIIII 23.52SW - \ \ 1 J C.7 Z Y �O O H \ I - SNOWDEN I = _ l I I 23.38FG / 1- 24.05SW 1 �- - `� �i o o \ I I I 25.62FG 24.12FG �24.61 SW 25.07SW - - - ,I I , \ / 23.30SW ` - - - `� I 20' GRAVEL ACCESS ROAD o N 2 1 II II \\\ 28.00FG I2I.32FG - _ _ _ _ _ _ 25.54SW 26.00SW 26.38SW _ \`� 27,29SW_ 27.66SW 28.04SW_ 28.50SW _ 29.19SW 29.41SW\\ 29.90SW 30.53SW \ 30.62FG NOT TO SCALE V r m r I I \ 1 1 \ 26.83SW i , M o o% �\ LLJ 28.00FG/ N - - - J >�o \118EG) w w w 5 O \\ I I� 1 �` w W 11 I � = Q - �.� IIII 1 \ �� ` ` Q Q �\ \ i oc� o � o 34.00FG 11 1 / I, 1\ II 1 34.00FG / I / i �> BLOCK 1 a a \\\ II 26.06FG o o II o �6 a\ a\ N I 5 �O \\ I S N A F cy cam] o 0 o b\ o 0 0 \ o I S r E 26.20FG O O N O N O o o 0 o o o II Plans Are Accepted For Public O O Oa �' O N O N O o O O N O \N O I I T i I 26.74FG 27.18FG I N N I X Street Construction 26.O6FG 27.62FG 28.05FG 28.42FG 28.69FG 29.38FG \ BLOCK 1 I II 38.80FG � / I , 29.79FG 30.18FG 30.65FG 31.36FG 31.57FG 32.07FG 32.47FG II By stamping and signing the improvement plans, the Registered 9412 II I J 38.49FG `� I I � \ II �� \ 1 - I Engineer ensures the District that the plans conform to all District o1/08/20 I'1 38.8OFG �-___- B ,�i policies and standards. Variances or waivers must be specifically Srq TE OF\oP�o P 26.43FG 38.50FG - ----___ ,� , I and previously approved by the District in writing. Acceptance of the 'y"O O , S. KIN %, -_--�`�\�; improvement plans by the District does not relieve the Registered ___________ __ _ ' __ Engineer of these responsibilities. SEE SHEET C 5 . 1 FOR = - - --= - - - - - - - --- -R -____ _ _ I SHEET _ - ----- BY DATEMERIDIAN RD BERM DETAIL _--' ADA COUNTY HIGHWAY DISTRICT S. MERIDIAN RD. C5 . 0 Lo 00 Lo N � O I � d3 I 1 E coI ±372 LF 6" PIRR 4 ±48 LF 6" PIRR ±496 LF 6" PIRR 9 5 M) p�R PI IR PIR PIR I (� PIR G1R p R PIR — - S Z � I O O O O O O O 6 I 4 16 15 14 13 12 11 10 O � O — — 19 20 21 22 23 24 25 III 7 ` I 7 I Q W 1 I (NP) 0 50' 100' w � III (NP•) Y I ±297 LF 6" PIRR 7 P R EVAI L PHASE # 1 I BLOCK 1 3 1 J f -- I 18 , II I I SCALE 1 - 50 it k1B LOCK 6 BLOCK 6 OIPRESSURE IRRIGATION KEYNOTES J O LL w IN - - - - - - � - - - - - -- - � - - - W - - - - - + - - - I I I 1O REMOVE 6" CAP END OF PIRR AND CONNECT TO 6" PIRR. CALDERA CALDERA 12SS f 12SS 2SS 2SS I 12SS _ 12SS 2SS _ is" _ 12SS 12� _ 12SS S 8 12SS 12SS- / - O REMOVE 4" CAP END AND CONNECT TO 4" PIRR. O I I I BLOCK 1 I I I I I O3 INSTALL 4" 90' BEND W/THRUST BLOCK ° I I I I I I BLOCK 6 O CO O 17 I 28 I I I O 4 INSTALL 6" GATE VALVE W THRUST BLOCK w 33 I I I I O / I w O � BLOCK 4 BLOCK 4 I I I IL II o 8 I 2 I 5 INSTALL 6" 90' BEND W/THRUST BLOCK O m (NP) I •- 7 t267 LF 4" PIRR I I I O W W ° I 16 I 3 29 (n'P.) 30 31 32 34 8 CID O O INSTALL 12" C-900 SLEEVE. SEE PLAN FOR LENGTH I O I I 27 PIR PIR rl PIR O O O o I 7 INSTALL TYPICAL LOT SERVICES PER BPBC STANDARD DRAWING W O Iz J O O 6 O O IRRIG-02. II I I " I— — ° 10 I BLOCK 4 I I I BLOCK 6 8 CONTRACTOR TO ENSURE PIRR WERE SERVICES INSTALLED O IN PHASE 1. II I 26 I PREVAIL PHASE 1 ; ; I I_ _ LL-' II I I O O INSTALL DRAIN PER BPBC STANDARD DRAWING IRRIG-03. II I I I I icn U II 14 I I I I 10 INSTALL AIR RELEASE PER BPBC STANDARD DRAWING IRRIG-01. O O II Lk: O I I I I I I II I O 25 11 _ _ _ 1 _ 1 I I w w / E ARIMO ST. a I � E. ARIM0 ST. / I — � — I — I �/� _ I I N s s I s II II _ III 24 _ I I I I , II I NOTE O II I I 12 I I I CONTRACTOR IS RESPONSIBLE FOR MEETING III ±505 LF 4" PIRR I I I THE CITY OF MERIDIAN SPECIFICATION FOR I 12 L — _ J I —3 _ O — —3 _ CORRECT LOCATION/PLACEMENT OF FIRE III I 1 I O I HYDRANTS AND WATER METERS. LOCATIONS I O BLOCK 5 I SHOWN ON PLAN ARE FOR REFERENCE al PURPOSES ONLY AND SHALL NOT BE USED Q FOR EXACT LOCATIONS OF METERS OR FIRE W al 11 I (rrP.) II I HYDRANTS. Z I I I O BLOCK 3 14 — - O O —Of - CO 0O I I F O W ILLa I I N O I I - 22 15 � I 1 I NOTE ALL WORK TO BE DONE PER BPBC STANDARDS. COORDINATE ALL INSPECTION II I O O I O a WORK WITH BPBC INSPECTION SERVICES II I N I I al a _ 21 16 __1� (208) 344- 1 141 . O9 = L_J w I 1 ) N N J�I I I _ _ - - z � o N cocoW _ I N IF — — w oY I LV Cc NMI CI Ckf O I— 20 17 j I I g I i TRANTON - II F 1 W N Q co a - I Z � M N � Jw00o > r L QLJN � � W /w N W U N 7 � �' I I I i BLOCK 7 I Z N z Y o of N UJCD BLOCK 4 I i N 3 o a o � N I O � BLOCK 5 I — - O a% m o 0 II L' - a BLOCK 3 I �Q o L� m = Q II 1 ouo � o BLOCK 2 O 1_ O 12 Co \ST D F� E � I 9412 1 1 I I I I I I 01/08/20 III O PREVAIL PHASE 1 - — — - - — - - _ W/ W— S. K1N��� —W W W ESTATE CUSICKAll II IMFs S - s - s - s - - - - s - 5 I I I I SHEET a II I O4 — I I I I I I I I I I I F(FI I RI OCK 1 BLOCK 8 RI nrk R I I I C6 . 0 Lo 00 Lo N � N W E C'I O U) O fTl S � z 0 GIRR MH 2 GIRR MH 3 cn 1 STA:13+94H68 STA: 4+47.68 STA: 6+94.03 W -= 0 30' 60' 1+00 IR GIR GIRPIR PIR +00' _ - �GIA GIRPIR GIR GIR 7+00 m W I illy- GIR 180` I • I 7 180 I 80' M - EXISTING GIRR MH 14 2 I STA: 0+00.00 19 20 21 22 23 24 25 I 16 15 14 13 12 SCALE 1 = 30 O O O O O O O 1 1 n O , I I N J O U II I NOTE: II 1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW BLOCK 1 I YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. 11 O o `J Y 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW z YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL II INSPECTIONS. (n O O \ BLOCK 6 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND �J O LL \\ I I 3 OWNED BY NEW YORK IRRIGATION DISTRICT. 0 = C-I O Lu Q O \ \� - - - - - \ W KEYNOTES w w pp O CD O \ O r C3 - CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION CALDERA O OF EXISTING 24" GRAVITY IRRIGATION LINE. O CONTRACTOR TO CONNECT TO EXISTING 24" GRAVITY IRRIGATION INVERT = 2721.07' O OINSTALL 24" C-905. O O SEE PROFILE FOR PIPE LENGTHS. O Q O U CD � GIRR OUTFLOW PROFILE I 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 NOTE: 1. ALL GRAVITY IRRIGATION MANHOLES TO BE INSTALLED PER I.S.P.W.C. STANDARD DRAWING SD-612 WITH NO SUMP. 2. ALL 12" PIPE TO BE SDR-35 UNLESS OTHERWISE CALLED OUT. O O W 3. ALL GRAVITY IRRIGATION PIPE TO HAVE A MINIMUM 2' OF COVER. MOUNDING O O MAY BE REQUIRED Q 2730 2730 C D ELCD O O � O O � O f I EXISTING GRADE CD 272 _ _ - - - - - 2725 O II 0•5 LF 24" FINISHED GRADE I IRR @ 1.387 8"7WATERMAIN N uj 2720 2720 L 24" GIRR @ 1.26% i 48" GIRR CYLINDERMH 14 0+00.00 0.0' EXISTING GIRR cn INVERT =2721.07 N LJ RIM 2727.6t o 0 24" IN 2721.35-SW cv Y 24" OUT 2721.35-E rn Z GIRR @ 0.08%242.36 LF 24 9.00 LF 24" GIRR @ 0.09% " W cna, w NO SUMP N J00 cn I a Q Li� co oN of L 2715 4 ' GIRR MH 1 Y48" GIRR MH 2 2715 W w o o � o of Q = (n Y O N 3 94.68 0.0' 4+47.68 0.0' 48" GIRR MH 3 LJJ RI 2724.0t RIM 2724.1 t 6+94.03 0.0' V o m co 2 " IN 2716.39-W 24" IN 2716.35-W RIM 2725.0t 24" OUT 2716.39-E 24" OUT 2716.35-E 24" IN 2716.15-W m o w 24" OUT 2716.15-E i NO SUMP NO SUMP NO SUMP Q w I-- LL � = Q w o v o � o Sip N A L F 2710 2710 `STE 9412 01/08/20 8" SEWER MAIN TE OF S. KIN�� 2705 2705 SHEET 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 C7 . 0 Lo 00 Lo N N W E C'I U GIRR MH 3 C) STA: 6+94.03 GIRR MH 4 0 STA: 9+40.39 00 W PIR 7+00 �IR I oR PIR S � z �-GIR IR GIR � � �9. Li 180° I _ 13 12 11 10 O + I III 0 30 Q' � 60' z w _ (n I I SCALE 1" = 30' � �O O J o � III) NOTE: r; 1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW `.J O O IIYORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. 11 O BLOCK 6 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW z O II YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF O O O II RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL INSPECTIONS. n O O - - 1 II 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND `- O I OWNED BY NEW YORK IRRIGATION DISTRICT. �I Q w - W � � Q - - - - - - - - - - - - - - - - O O CD LL O W O \ O KEYNOTES pp O O O ;:�k O11+J9.18 OGIRR MH 5 CONTRACTOR TO ENSURE 24" GRAVITY IRRIGATIONSTA: 11+04.18 O DISCHARGES BACK INTO EXISTING FIELD DRAIN DITCH. W GRADE AS REQUIRED. SEE SHEET C7.3 O 0 w � O Q O � o o � GIRR OUTFLOW PROFILE 6+50 7+00 8+00 9+00 10+00 11+00 11 +50 2730 2730 OJ O NOTE: O 1. ALL GRAVITY IRRIGATION MANHOLES TO BE INSTALLED PER I.S.P.W.C. STANDARD DRAWING O L� SD-612 WITH NO SUMP. C3 0- 2. ALL 12" PIPE TO BE SDR-35 UNLESS EXISTING GRADE OTHERWISE CALLED OUT. O O O 3. ALL GRAVITY IRRIGATION PIPE TO HAVE A MINIMUM 2' OF COVER. MOUNDING O O 2725 - - - _ _ MAY BE REQUIRED 2725 O O O Q O � FINISHED GRADE \ \ 00 \ SEE PROFILE NOTE 3 2720 2720 N W (/7 9.0 LF 24" 59.80 LF 24" GIRR @ 0.08% GIRR @ 0.10% o 242.36 LF 24" GIRR @ 0.08% - cn N � o 2715 2715 W N ui ui 48' GIRR MH 3 48" GIRR MH 4 W °° "� NI O 48" GIRR MH 5 c~n `1 �I a 6+94.03 0.0' GIRR z a I RI 2725.0t 9+40.39 0.0' 11+04.18 0.0' INVERT = 2715.81 � ' o O 8 � 24' IN 2716.15-W RIM 2721.3t J N 00 a w 24' OUT 2716.15-E 24" IN 2715.95-W RIM 2721.2t Q CD NO SUMP 12" IN 2716.82-S24" IN 2715.82-N w o o I N 24" OUT 2715.95-S z `f (n _ o CJ O J NO SUMP 24" OUT 2715.82-E o a NO SUMP V o2 m m o w i z � o 2710 2710 < L' W aw < J � = Q ouoLL- o C NA F� 1ST& �l EXISTING / 12" SEWER MAIN 9412 w 01/08/20 S�q T PLO 2705 2705 tiq S. 6+50 7+00 8+00 9+00 10+00 11+00 11 +50 'DS. K1KI P SHEET C7 . 1 Lo 00 Ln i C'7 i C) 0 0 � z w o tit r- I 0 30' 60' c� I1I SCALE 1" = 30' J z I (D CD- w V) EXISTING GIRR MH 8 Q I STA: 0+00.00 X = GJ O O GIRR MH 5 � Q w 1 rNOTE: ° LTA: 11+04.18 U 0+ iR 1+00 _ 1+ 6 = ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW W YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. 11 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW z YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL t J INSPECTIONS. (n O U 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND �— 0 OWNED BY NEW YORK IRRIGATION DISTRICT. N Q mow/ O QCD LL � W W KEYNOTES pp CD m CIRORIGATION TRACTOR TO FIELD VERIFY LOCATION AND ELEVATION C3 EXISTING 12" GRAVITY IRRIGATION LINE.TRACTOR TO CONNECT TO EXISTING 12" GRAVITY INVERT = 2717.10' W Q U ° O GIRR LINE 2 PROFILE 0+00 1 +00 1 +75 2730 2730 W O NOTE: 1. ALL GRAVITY IRRIGATION MANHOLES TO BE INSTALLED PER I.S.P.W.C. STANDARD DRAWING << LL- SD-612 WITH NO SUMP. O 2. ALL 12" PIPE TO BE SDR-35 UNLESS N OTHERWISE CALLED OUT. 3. ALL GRAVITY IRRIGATION PIPE TO W HAVE A MINIMUM 2' OF COVER. MOUNDING 2725 MAY BE REQUIRED 2725 Q � m n C� SEE PROFILE NOTE 3 272011 2720 f I 7.1 LF 12" EXISTING GRADE II GIRR @ 0.10% — I - - - N Q I 2 L .60 LF 12 GIRR @ 0.22% � N N O p 0— EXISTING 12" GIRR ? N Y 48" GIRR MH 8 INVERT = 2717.10' d 2715 0+00.00 0.o' 2715 uj NRIM 2721.ot .00 12" IN 2717.11-S 48" GIRR MH 5 Z c~n o `1 =� a 12" OUT 2717.11-N 11+04.18 0.0' — o o NO SUMP RIM 2721.2t J N cr 00 a 24" IN 2715.82-N z N CD z N Y C N 12" IN 2716.82-S W ui oz o u o 24" OUT 2715.82-E O a NO SUMP V o2 m c' m o w i z � o 2710 2710 <Qo� L' W aw1-- = Q ouoLLo N A L F, 1ST& �l 9412 01/08/20 2705 2705 61 q T E OF Pao 0+00 1+00 1 +75 pyg0 S. KIN���P SHEET C7 . 2