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CC - Civil Site 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 (D2. 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 L� O 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 0 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 ENGINEER. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. Z O CD 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE LL ° WATER CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. � W W ° 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. N 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 C) WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. g. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. 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 C2.2 FINAL PLAT SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. STREET LIGHTING SURVEYOR C3.0 STREET PLAN & PROFILE - QUARTZ CREEK 0 SEWER 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE C3.1 STREET PLAN & PROFILE - QUARTZ CREEK MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. IDAHO SURVEY GROUP Q GREG CARTER P.L.S. C3.2 STREET PLAN & PROFILE - PREVAIL WAY 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 1450 E. WATERTOWER THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. HTTPS://CMZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. MERIDIAN, ID 83642 C3.3 STREET PLAN & PROFILE - CUSICK C� 208-846-8570 LLJ :5i 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 C3.4 STREET PLAN & PROFILE - SCANDIA 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. C3.5 STREET PLAN & PROFILE - POLARIS MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN O 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 ENGINEER C3.6 STREET PLAN & PROFILE - PERLITE & ARIMO 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). METERS. CK-ENGINEERING CHAD KINKELA C3.7 STREET PLAN & PROFILE - SNOWDEN & TRANTON 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN U 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A TE 102 W 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 1300 E. STATE ST,EAGLE, ID 83616 C3.8 ROAD SECTION & TEMPORARY LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 208-639-1992 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER CHAD@CK-ENGINEERS.COM STORM DRAIN POND DETAILS RULES (IDAPA 58.01.16). 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY U CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. C3.9 SEEPAGE BED DETAILS 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A - BENCH MARKS - C4.0 MASTER UTILITY PLAN STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). DRAINAGE NAVD 88 DATUM C4.1 SEWER LINE A & WATER PLAN AND PROFILE BEFORE DIGGING, CALL 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. DIGLINE AT 1-800-342-1585 C4.2 SEWER LINE A - LINE D & WATER PLAN AND 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 C4.3 SEWER LINE A & WATER PLAN AND PROFILE 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 0 TBM#1 ELEV 2676.15' N LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. CHISELED 'X' IN BACK OF SIDEWALK C4.4 SEWER LINE B - & WATER PLAN AND PROFILE 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 N 690303.90', E 2462177.42' C4.5 SEWER LINE C - & WATER PLAN AND PROFILE TRENCHING OPERATIONS. z C4.6 SEWER LINE E - LINE F & WATER PLAN AND PROFILE N o Y 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. N rn > 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 Plans Are Accepted For Public C4.7 EXISTING SEWER & WATER PLAN AND PROFILE �, �� o THE CENTER OR EDGE OF A TRAVEL LANE. Street Construction z U' `I a C4.8 EXISTING SEWER & WATER PLAN AND PROFILE w o � o Q 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION Q �T CD `" w By stamping and signing the improvement plans, the Registered co a STANDARDS OR TIME IS A CRITICAL FACTOR. C4.9 OFFSITE WATER `n `D z � Y o o' is Engineer ensures the District that the plans conform to all District z ,� U 00 o 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. policies and standards. Variances or waivers must be specifically C4.10 STREET LIGHT PLAN W CDand previously approved by the District in writing. Acceptance of the o V) improvement plans by the District does not relieve the Registered C5.0 SITE GRADING PLAN V � m o Engineer of these responsibilities. w ACHD STANDARD REQUIREMENTS C5.1 MERIDIAN BERM GRADING PLAN Q w w 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND BY DATE C6.0 PRESSURE IRRIGATION PLAN C:) U C) � C:)ADA COUNTY HIGHWAY DISTRICT STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR C7.0 GRAVITY IRRIGATION PLAN & PROFILE - TO POND DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY �5\0 NA L F� DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: Seepage Bed Width - 6-24-19 C7.1 GRAVITY IRRIGATION PLAN & PROFILE - POND OVERFLOW Ik �STE LAN rub�c InAMO C7.2 GRAVITY IRRIGATION PLAN & PROFILE - POND OVERFLOW Ces� Wow b�uppamoatalBpeelQaatTanv 9412 C7.3 GRAVITY IRRIGATION PLAN & PROFILE - LINE A 01/08/20 !iq a ■` C7.4 GRAVITY IRRIGATION PLAN & PROFILE - LINE A ESTATE OF NO P�O Q � C7.5 GRAVITY IRRIGATION - POND, CLEARWELL & PUMP �s• KISHEET • C1 . 0 Lo 00 Lo i N CM O O 00 � z 0 r PLAT SHOWINGLLJ Q PI?E VA IL SUBDI 17ISION NO. I dv W . . . .. . . 525 Sad W. AMITY Rd. z S36 S31 CP&F #103052681 LOCATED IN GOVERNMENT LOT 2 OF SECTION 31 , J T.3N., R.1 E., B.M., ADA COUNTY, IDAHO CDQ = �1. N89'39'29"E r7❑r�n �- 00.01 G 20 L 25 3DO Q NE CDR „} PLS 2471-REPLACED WITH NE C0R 5/8' IRON PIN PLS 7729 o 5C 2aa J � GdYT LOT 2 N89'39'29"E 1090.99' GOI�'T LOT 2 J O _ _ _ PLS 4471 SCALE: 1" — 100' Q PLS 7729 L1 C) U i t �. W V. I I LO p 1 ro FOUND BRASS CAP z M N ; RIGHT-OF WAY MONUMENT r n O Z r +{j 'vn ❑ FOUND 5/8" IRON PIN Van ° O - - ++++, 13 g FOUND ALUMINUM CAP MONUMENT O L•� CALCULATED POINT 0 - - --• — — - — --- — — - - +++� — - - — - 1� 1 1 UNPLAT TED *+++ ? W SEINER EASEMENT a ..... _- -_ -- SET 5/8" IRON PIN WITH CAP INST. #2016-119078 i++++� ul + + i SUBDIVISION BOUNDARY LINE O Q 0 i vl 1 k+577-17-13"ELL N89633_33"E 295.00' �+121.58' ' LOT LINE W LLJ uncli I �' SECTION LINE m O m w1 1 BLOCK 4 +`++' S89'28'39"E � ! 1 0 N0'26'27"W fi 115A0' RIGHT-OF-WAY LINE I "NNj 11 dA0' jo "Q Q CENTERLINE� I W ;6I Im 1 Q - - . —. _.._ - - - - - - - - I CITY OF MERIDIAN SEWER LINE ZI I I. i,' O jGE-NS�c `r�/ I Z EASEMENT INST. NO. 2016-119078 `,' d _ I LOT NO. E. ARIMd UTARIMD ST. _ �N t a i i 17729 S N527'2fi"E i N 1 + f t + + + 0 140.08 � - CITY OF MERIDIAN SEWER AND WATER W - ❑ 1 P,Z, �+ + + +—+ + LINE EASEMENT INST. NO. Q � � � e� �F OF rp BLOCK s I �G '� 1 CITY OF MERIDIAN WATER U *' j �Ry G.G A� 1 LINE EASEMENT INST. NO. O i 24.00' EASEMENT DIMENSION � a eq (D 1 I BLOCK 5 1 NOTES D I 1 1 2 Q 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 RIGHT TO FARM, SECTION 22-4503, to in Z WHICH STATES "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A I U) .'lLu NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING m �of I I p Q t NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, 0 61 ..I WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; PROVIDED, THAT THE 1 I Z Q UNPLATTED fI 0 a a �J � � �1 � PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR 0 N NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT. I I I pQ I ! N [VI BLOCK N t 2. IRRIGATION HAS BEEN PROVIDED TO THIS SUBDIVISION IN ACCORDANCE WITH IDAHO CODE 31-3805(1.B). THIS �1 , 0 10 E. TF'ANTO� SUBDIVISION IS SITUATED WITHIN THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. IRRIGATION WATER WILL BE 0 589'28'39"E �y SHEET 2 DELIVERED TO EACH LOT BY SAID DISTRICT. EACH LOT OWNER SHALL. BE RESPONSIBLE TO PAY IRRIGATION � I I I 119.36' SHEET 2 1_ ASSESSMENTS TO SAID DISTRICT. Q F3 I0 j.I1I S89'39'30"E N86'50"4Z"E �* 1 11 Q m SHIFT 3 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT AT THE Fr to 00 47.00 47.10' � " I � � � Q 7 104 TIME OF THE RE-SUBDIVISION. rnI __ S8_9'28 39"E 230.00' S89 28 39 E ❑ I W 4. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND SUBDIVISION L� 110.00 Q 1 REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS SPECIFICALLY APPROVED � VI i w �J BLOCK ,�~ 2 ~� .. 1 {U IS4 U AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. Q J Z Ld 7 `:J r > 5. LOTS 1 AND 6, BLOCK 1; LOT 6, BLOCK 4, LOT 13, BLOCK 5; LOTS 1 AND 5, BLOCK 7; LOTS 12 AND 17, M BLOCK 11 W rZ Q 13 N 1 r� 1• � BLOCK 8 ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. O _ _ _ _ N_ _ _ _ i _ E. CUSICK $T. � V❑7 ALL COMMON LOTS ARE SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT. Z+ ❑ _ I E. CUSICK ST. 5 6. DIRECT ACCESS TO S. MERIDIAN RD. IS PROHIBITED. I � 1 7. LOT 5, BLOCK 7 CONTAINS A BLANKET INGRESS/EGRESS EASEMENT AND IS SERVIENT TO LOTS 3, 4 AND 6, BLOCK 8 BLOCK 7. THE OPERATION AND MAINTENANCE OF THE COMMON DRIVE WILL BE AS DEFINED IN THE CC&R'S 0 0 03 04 Q G 0 Q0 10 G 12 ' RECORDED IN CONJUNCTION WITH THIS PLAT 3 Q 2 3 4 I 8. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND PRESSURE IRRIGATION w w I EASEMENT IS HEREBY DESIGNATED ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY. A TEN (10) _ _ __ �. .. �_ a FOOT WIDE PERMANENT LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG ALL REAR LOT LINES. A S89 52'28"W 719.58' i rfi FIVE (5) FOOT WIDE PERMANENT LOT DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG THE SIDES OF ' " 13 I INTERIOR LOT LIKES AS SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT. a NO'07 32 W 9. LOTS 4 AND 5, BLOCK 1; LOT 1, BLOCK 4; LOTS 9, 10, 11 AND 12, BLOCK 5 ARE SERVIENT TO AND I rNPLATTE j] 70,09' CONTAINS THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST t 1 AMENDER MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS N INSTRUMENT NO. 2015--103256, OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS o CURVE TABLE 14 REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"}. THE MASTER EASEMENT AND THE STORM ? w � i WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE ct o� CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. W i /> C1 57235.78 37.92 37.92 NO'38'32"E 0'02'17" N30'58'40"W '% BLOCK 7 I 10. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE - O° � rZ1 a E 12fi.57' 15 I HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. ? o o LINE TABLE 3 I ¢ `�N I Q 1 t Z J LINE LENGTH BEARING N5'35'32"W 1 1s Q I sURVEYQR� S NAB, AI VE: Lu w N CD dCD U 3 L.1 15.00 N89'39'29"E 142.10 THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY SHOWN HERON. THE PROPERTY IS A � m Q t 17 a 1 PORTION OF THE PROPERTY DESCRIBED IN THAT WARRANTY DEED INST. NO. 2019-125092. ADA COUNTY, V °� o i _ _ _ _ _ _ _ _ _ _ _ _ _ _ RECORDS. THE SUBJECT PROPERTY IS ALSO ADJACENT TO THOSE PROPERTIES SHOWN ON ROS NO.S 7394 z N 1/4 f u E. QUARTZ ST. - __ __ _ N w_ E. QUARTZ 5 I. ,1, PLS 7015 AND 10125. MONUMENTATION FOUND ARE IN SUBSTANTIAL AGREEMENT WITH THE MDNUMENTATION SHOWN ON Q [ J --- - -- --- -- -- `-- - - - S L1 THE RECORD OF SURVEYS AND WERE HELD AS CONTROLLING CORNERS FOR THIS PLAT. � = Q - - S36 531 - S89.57'28"W 862.24' S89'S7'28"W 32fi.22' C-W1/1 fi L . — . — . — . . —.—. —. — — — __ . — . — . — . — . __. — . — . — . — . .._. . —. - — -- - — - — — - — -- .. . — CP&F #103052680 = SHAFEP VIEW ESTATES SUBDIVISION � IDAHO 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB NO. 20-021 (208)846-8570 SHEET 1 OF 5 =_ GROUP, LLC SHEET C2 . 0 LO 00 Ln i N O O REAL POINT 00 � OF BEGINNING zo Wl P)?E KA IL SUBDI VISION NO. 1 aLLJ Coto z In IN z (� C I Q Q J C f U � 1 V C Z_ C C C 1 Q CAI Q IA1 IFS w C 10 i 0 FOUND BRASS CAP __.__..W- Ngg'33'33"E 95.00' _ �,_ 77*17"13"Es xz ' LL Q RIGHT-OF WAY MONUMENT 121.58 Q FOUND 5/8" IRON PIN ----- ---- ---- r--- - r-- ----- - 73g '� _ I I v 15.00 i i 5.O' 0 S8928'39"E m � Wt IJv 0 FOUND ALUMINUM CAP MONUMENT 1 1 BLOCK" 4 � 24.04 _-- O � N N ; i a a% z.ao' 3 Wj --115.i30`---- �� • SET 1/2 IRON PIN WITH CAP = �_ o Pi r3 � j IJ/ __ ^ I i- :r] „ im rn a m d N7 G Ni 3 d Ni 0 a N I Q 01 E OI J- I I SET 5/8 IRON PIN WITH CAP �� Ni a - � .r a .t o .i � 1 � � iv - I� Z p CALCULATED POINTFlo v' 1 Q L O 1500' 1 -5.fl' N I 1 I ! ! 1 I� -- -- SUBDIVISION BOUNDARY LINE L .--- ---------_� ----------J L----N892839w.- -J I nI F A 70.00' 70.00' 70.00' 70.00' 53.19' 1 0 ------ LL I .. 1�5.Ofl'---�- , E 3 LOT LINE S89'3S33"W 34-8.19' ti---1 o.0' 1 --- SECTION LINE 23.fi3' E. ARIMO 5T. N89.3S33"E 390.54' _ E. AR_IMO S7. _ `A _ Q ibl j i r, 123.50, 267.04' W Qi M RIGHT-OF-WAY LINE [ `:! C) O p I---23.63' ; N89'33'33"E 182.83' �' f i 1 n 0 l(n - - - CENTERLINE N8933 33 E 84.49 �� -- -- I - " ' 90.35' 92.4-W �S 10.0 � !` o I 1 --------�� r---- ----i -- N89 28 39'W•--- 1 a I 1 ----------------- EASEMENT LINE i �� i. i i 115.00'-----� r•] co 10 60 180 1 23,V 123.5' + 00co I i_ a`�p I 3 I BLOCK B 1 OFFSITE STORM DRAIN EASEMENT LINE N1 1 _ { g I I. 1 0 30 1 20 y ?� �! 1 n r 1 6 � I� � r g 1 al I 7 N Nit ! still I o0 co [Y �I 3 a I ! CC STORM DRAIN EASEMENT LINE t rn+ I sot I ca nl o SCALE: 1" = 60' to t r i'' i ',N 1 I - ACCESS EASEMENT LINE + { I----N89 28 39 W -J L----S89 28 39 E----a "� I { 1 ! 1 r L----N89'28'39 w----- I L S89'28'39"E-----J 1 r-------110.00'----� r----- 24,00' EASEMENT DIMENSION 1 f I r------115.00--------T - ---11a.00'------� I�--1o.a' I BLOCK 5 zl I �7 LOT NO. I 10.0'-i of ,p i0 i is 23.5' 23.W 41 '- �� 1 0 - Q I 10 I �� c !ri 1 41 0 10 �1 l L 1 QI Q S ' �' 'W A �J i n iQ1 � o to 1 '�' 1fl.fl'�-�i� ' in 7 �� IQ 1 er Q SEE SHEET 1 FOR NOTES `'3--10.0' "' 1n �--�-N89'28'39"w---J L----S89-28'39"E---a Q ! ! - -_ --- �Q - N89 2s 39 7729 SEE SHEET 3 FOR LINE AND CURVE DATA TABLES _--Nay 28 39 W-- �� r -110.00 ------[ r- 110.0-0------ °7 - _____ -- 1 ---- ; (6 !o r 115.00------� 1 Z�h)7-s2`: 'ZI I r--_ ] O.aD' -� Q 1 ! I n IZ I I O 1 I G p IQ I I OF .�4 {/1 0> al i0 la 3 [� I 1 coRY G.G�R 8a+ 3 i0 `5 04 ai l:J i� 9 i� 'N u�ii 1 I col , + 3 0 13 w I g MOO � I ! N L---N89.28'39"W----j cv (Lit L-----N8928'39"W---Jl ----S89'28'39'E--' I �` i - 1 - -----_-_______a 1 x r------110.00'------7 - to�;_ � r-------]1D.00' ------ r BLOCK e ty N89'S2'28'E 98.91' jL a I r� a I 23.5fl r 1 0 $; o 3 6 � 1O E. iRANTON ST. - l'*J 1 z �' [on 1 m 1 " 23.50'1 t 3 L-----S89'28 39 E---J L----S8928'39"£--- Qfl N$9'52'2$'E 98.$5' J SHEET 2 1 I SHEET 2 I IL ---N89'28'39"W---i i° 1 ------- I ----� r-----110.00'---- �, SHEET 3 SHEET 3 r------110-00------7 I . f �_ 0. �r-------------- S. SNOWDEN N86 50'42"E I o� i- ai o 1 a :''W� " i i_ 89'39 30 E v1 I a o1 1 11 i s ''� I ; N a AVE. 47.00' 47.1❑ 1�t iQ `°i is i �a Ts N N1 id t 23.50' )ILI - 23.55' ! t° L___--S89 28'39"E -_ L____589'28'39"E-__ a, °i 'il f°Q r N f• ■ w • 23.50' r " r 23. �I r w r ' " I r Z 3 tfl! 1 � cv o S89'28 39 E 119.3G S89'28 39 E 230.00 L589 28 39 E 1 10.00 L--- Ns928 39 w---� "`--110.00 ----' r------11p,ao'----- I r o -- -- -- -- -- --oo}I w ---- - ------1'15.00'------ w 1]O.aO' ---- 1 - 1 o `•� L---- ' ' Y r - ----115.00------ , r - r---- --------- , r ----- N89'S2 28 E - cv !ifl.ajj � BLOCK 2 3 i � y ao� 3 � ii� I pi IC4 i 10 " ' v _ _-115.01'-----� � �W 1 �] 1 04 rl r d QI I 1 Q ! 1 I.- ! 2 1 fJ7 [V W ! ! iV I �! 1 1[O ! I a !a K7 Q• r 1 ] 1.) Q r7 � I Ci !'] O I [ 7 1 Y) [y � 1� I� BLOCK 7 I 1 r � .�, � g o cO C] u7' �� r o6 O � a 'n "JJ p� I s I 1 ! 1 I 1 r o0 M a W u) O �__--5892$'39"E---- p? o I !� m Z 1 r (61 33g 1 1 C2 � 28.30 1_ M N JI a r - 3 1 ----- - -----i L------ ---- n a i 1•I - I oa 1, N I i' J `� 1 ,� 107.59 107.51 1 v,, p ? �,, - o0 o a 11g.46 ---_ - v -- ----;--- --;--- .y 1 cv (� ------;----N � 13 G� ry �I 5 N (D o N cr a p� +n _ -97.59 98.D8 '� Ld 92.81 9Z.8fi 21.09 S89'52 28 W 215.10 `L 'r- J N co a - I BLOCK 1 I s x �. c, ro c w N i N Z 41 N OD . ."3 ,. L3 , I z z N N g 404 1 10 ai ; N89'S2 28 E 195.67' V1 o S89'52 28 W 185.67 iA ,�� ca ,�; o N 589'S2 28 W ]7fi.4O '� u o N 0`� "�i 5 ;a a� I _ "'- 277.02' 267.02' `"- _ _ 133.51' _ 84.07' o = C� Z----NB '52'2$ E 132.74 J N 1 3 L---_S89'28'39 E---._.�,� a - - - - - - - - - - - „- - - - - �� o N 3 E. CUSICK ST. S89'52'28 W 761.61 W 7 E. CUSICK ST. li�-----------7 1 V � m u� ------119.55'- N89'52'28'E 59O.fi1' "= �' L2 I 25.a0' 1 m i 1 to cn aIc j;¢ NMl h I I I I I I I 50.00' 60.00 40 60.0D 71.42 36.15 70.00' . �19' . ' r- ' � r __ _- r- -� i I � I r 7 r-- I -I I ; Qo r S$9'S2 2$" r Q io Jab NO. 20-0211 ,� Vy ( = QBLOCK8 5.0' J p i � � cV Ii 37.83 = U 'E589'28 39 a (/ I Z I Z I z I I Z z a I . d d -1 0 ! d o a d a d a a a 0 0 o 0 d 7Wi � ` Qs a aL4 oW o 0 cA IDAHO 9955 W. EMERALE] ST- i c i _ 12 N �, 1 K) � N0 Q 1 i SURVEY BOISE, IDAHO83704 k k I f N E (208)846-8570 to N I GROUP, LLC SHEET C2 . 1 U7 00 Ln I N O 00 � z 0 PRE VA IL SUBDI VISION NO. 1 Q W w � I L----S89'28'39"E---j L.- -S8928'39"E--- cnl N$9'S2'2$"E 9$.85' SHEET 2 Z SKEET 2 _� ----N89'28'39'w-__� r------110.Qfl'---- `; �.`y "-- -` J ___ r___ _ Ztd.QQ- rn �, SHEET 3 I I I -__ - N r----__..-.---------� SHEET 3 �.o r------110.00-----7 I I I- N86'50'42"E N a i�1 , I f wI S. SNOWDEN 89'39'30"E w I vi i s _ vi L`J i s 11 v T n i;- AVE. 47.00' 47.10 N N I�i l:J �� Iri `°i i� 1`° N � ni 04 NI7 io crnn Q 23.50' , L 23.55' 1 1 ca --- S8928'39"E.--3 L----S89 28'39'E--- �I rn r�7i 1°� r J n 23.50 „ . 23.55 - 1 rn 11 N J m� S89'28 39 E 119.35 S89'28 39 E 230.00 ��-_L S89"28'39"E 110.00' IL-_--_N89'28'39"w-.--j � r-------110.00'----� ------110.flo'----- 4 { ci __ _rr ��8__ __ L__------------------- r---------115.dd'-------T r---------115.00'---- -W W r________ ____ _7 r x' I I t BLOCK �! - NB9'S2'28�E --- Q �I w 'vi 1dA' Q 3 ' 7 F _ 1 I I 110.0fl'---- i0DI lid I I I 3 U al v , oI BLOCK ►� 3 N in N o41 BLOCK 8 I I r• al 1 ni I $ a r-------115.01'__ __ r U a W I 13 f cti ,-I o vQn ,_ a1 :I - I ip ' 1 I r I 12 i 0 i 1eq W E �I 9I ;� ,tii n o �� 1 m n sl n �i I i i 0° °� 1 BLOCK 7 1 of g t ,�} Q I 1 + p 1 t:J r, so I I C2 28.30 I. Q I 1 ,a ----589'28'39 E---- co - 3.39 +._,-__1 L_____ � � n •- a . -� l ------1 fl7.59 107.51 -- 41 I 'v z p I r]I _ i-----119.46'- - q °' t `ti--____-----__ N ------------- f y t Icv �r N ix { f 21.OS 589'S2 28"W 215.14' 13 G`Z� ry i iui N n 0 ---' �- t------ ---_�� L ----- -------J + - v to _ r 97.59 98.08' '� a 92.81' 92.86 1 nl r►3 I BLOCK 1 ni 6' �. `' ] L3 ■ rr1 W N od :'' „ S89'52'28 W 176.40 G C) V 0 U g1 I"v _ N89'52 28 E 195.67 N a S89'S2'28 W 185.87 � I ,� " I Qv ---N8 'S2 28 E 132.74 O 1 `� u�i 10 o 277.02' rn _ 267.02' "� _ _ _ 133.51' _ 84.fl7' _ � ' Q N I 3 L----S89'2839 E-___-ter N �, - - - E. CUSICK ST.- - - - - 589'52'28"W 7S1.6i' - W - - ! "E d 61' a, E. CUSICK ST. e 25.dd' ' i w 0 _ I 1 N89 52 28 59 1 I 1 1 r !� r . . �� ' i I E ` : '� 49.19 50Ad 50-dd Sd.Qa Sd.QQ 50.dd' SO.flQ fi0.d0' 50A0 60.00 71.42' _ f �, 36.15 7fl.00 I ! I 17 4 ti. �- -----� r--_ _ r��---� r- -- -� r-- . -- r- -_ _� r__- ' r-- -- , r------� r---- --� r----.42' i �f f w I }----70 -� N ' I p [V q i I I I I I I I € € I y ' I� + 1 k i I } I ffs Q S89'S2'28 1N 1 I I I O �' `� BLOCL� 8 I 5 0 E I I I I 1 I 04 I� sI 37.83+ IIIII IIII �1 .t�1IIIl OLMWL S89'28'39'E - - Z Z I d 1] 3 ? L 0 a p 0 0 1_-_-119.65'------ w W.0 ; (D o a a10 1 c; i� n 0 a � N 0 N .) a 12 p Q\\/I'a W p [rf 0 W �0 0 N3 0 O N 13 D o OI r AE � 4 arN p v' ' Iq r Q i i i i i W 119.75 5'd 19.54' 15.11 __� L--____J L_____ _J L__----J I-------J L- I -_-,J L------- 35.01 119_79 67.31 50.E5d � 5 _ 50.00' 50. 6 ^00' 60.00- 5d.40' 70.23 0 2Q.Q0' L----- . 0 rS 9'52'28"W 104.8 C5 L---__ -J --__-__-__ . 23.50+ 3.50+ S89 52,28 W 719.58 z 75.34 70.00 80.17* p I � V 0 S89'52 28"W 22551 W Iv ----S89.57'28"W ---3 , N40'14'2-rW U LINE TABLE LINE TABLE ------122,78'-_____�' 31.86' 1 O E LINE LENGTH BEARING LINE LENGTH BEARING Loll f L7 15.00 N89'3 51 9'29"E L10 21.33 S41'54'W N401427"W, 1 I L2 106.15 N8952'28"E L11 22.63 N4-C48'06"W _ ------- 31.8fi ' L12 22-92 ! ��-S89'57'28"W ' \c.)L3 24.49 N4448 d6 W 5 pi a , C11 , QI L4 23.98 S45'02'27"W L13 24.08 N4511'54"E �� ,�� BLOCK 8 L5 24.59 54457'33"E L14 24.49 N44'48'06'W : \� 15 BLOCK 7 I ' 1 L6 24.59 S44'57'33"E L15 24.08 N45'11'WE ! 21.53' 9.51' 37.5' 1 L____.589'5728 W---- 0 31.s• 1 L7 28.05 S45'02'2rW LI S 24.49 S44'48'06'E y- n I I L8 24.08 545"11'54'W L17 31.85 N40'1427"W 1 7- ------120.15 ------ 31. co ib 1 Q I L9 21.09 S44'48'dfi"E; o f cp Q 3 1 (3 i I I i Q � L-S89.57'28'W 112.66' � I a to 40 I 20.09' 17 5.15' a . " , 1 us S8957 28 W 140.76 _ . - . - - - . - . - - - . - . � . - . - - - . - . - - � . - . � - - - - - . - . - - __ . - . - . - - . � - . - . � . - - - . � . - - . - - . - . _ � S89'S7'28"W95.67' Ct I 0'rS J L� 1/4 E. QUARTZ ST. 30.14' 138.81' E. QUART3J7j' 30.00' I s -- --- --- --- ---- --- --- --- ss9=87'28'w8s2.z4' --- --- --- --- - -- -- --- � ,. . S36 531 S89'57 2e W 326.22 C-W1/1 s IFS • SET 1/2 IRON PIN NTH CAP r SET 5/8" IRON PIN WITH CAPuj p CURVE TABLE CURVE TABLE O FOUND 5/8" IRON PIN d i CURVE RADIUS LENM CHORD DIST. CHORE] BRM DELTA CURVE RADIUS LMM aM DIST CHORD 81% DELTA ® FOUND ALUMINUM CAP MONUMENT O pL 0 0 Cl 57235.78 37.92 37.92 NO'38'32"E 0*02'17" C12 100.00 64.71 63.59 N18'00'59'W 37'04'39' 0 CALCULATED POINT NSEa �'A� Z C2 28.50 11.80 11.50 N13'03'29'E 25'04'16' C13 163.00 115.97 113.54 N19'51'33"W 40'45'48" __..___. SUBDIVISION BOUNDARY LINE r° [n� � v�i I 7729 � .M a' g o C3 131.50 93.55 91.60 S19'51'33"E 40'4548" C14 15.DO 23.41 21.11 N45'14'24'E 89126'07' LOT LINE (� 2c)O v~i .0al a l , zJ r�� z o I } C4 163.00 115.97 113.54 S1951'330E 40'45'48' C15 15.00 23.71 21.32 S44'45'36"E 90*33*53" ___ 5ECi7ON LINE �� 9TF O f �aP �� (' Q LLI o- co w C5 163.00 5.97 5.97 SO'31'40'E 2'06'00" C16 50.00 77.97 70.31 N45'11'S4"E 89*21*07" FG ARC z c~n CD w � �I RIGHT-OF-WAY LINE Y G.G LLi oz o C6 163.00 73.12 7151 S14'25'17"E 25'42'10" C17 73.50 114.82 103.36 N45'11'54"E 89'21'07" o a CENTERLINE N o CENT ,� m C7 163.00 36.88 36.81 S33'45'307E 12'57'55" C18 73.50 5114 51.05 N20'50'35"E 40'38'29" EASEMENT LINE SEE SHEET 1 FOR NOTES m o C8 100.00 71.15 69.65 S19'51'33"E 40'45'48' C19 73.50 62.49 60.62 N65'31'09"E 48'42'38' TT -T ------ z � OFFSITE STORM BRAIN EASEMENT LINE Q w i C9 131.50 93,56 91.60 N19'51'33"W 40'45'48" C20 26.50 41.33 37.26 N45'11'54"E 89'2i'07" - - - - - -� �� m = Q � / /-f / 10 6f] 18C o c� o L� o CIO 100.58 71.15 69.68 NI9*51*1rW 40'31'47- C21 26.50 29.73 28.20 N57'44'02'E 64'1B'S1" STORM DRAIN EASEMENT LINE Q 30 120 rc 100.00 6.44 6.44 N38'23'43"W 3'41'28" _ . R . - . . - _ ACCESS EASEMENT LINE SCALE: 1" = sQ' _ - - I BAH 24.00' EASEMENT DIMENSION 9955 W. EMERALD ST. 7 LOT NO. JOB NO. 20_021 SURVEY BOISE, IDAHO 83704 SHEET 3 OF 5 = = GROUP LLC {2°$�846-s57a SHEET C2 . 2 LO 00 Ln N � CS D1 a (36.13EG) w i iR30• (32.83EG) \ / (32.78EG) 2 (32.63EG) / / `� �� 16" CULVERT % E 35.67FG (32.56EG) INVERT = 2729.04' C) 132.63 2 (32.10EG) 1 (31.72EG) (32.36EG) 5 (32.16EG) 2 (32.54EG) �:(32.91 EG) 2 (33.17EG) (33.57EG) C) �35.21FG �34.45FG 33.70FG 1 32.95FG 32.20FG 31.87FG 32.07FG 32.27FG 32.47FG 1 32.67FG 32.88FG 1 33.19FG s z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O_ EG EG EG EG EG EG EG \ EG EG EG EG EG m (� I I I EP EP EP P FP FP EP EP EP EP EP FP FP 35.67FG 35.21FG 34.45FG 33.70FG 32.95FG 32.20FG 31.87FG 32.07FG �, 32.27FG 32.47FG 32.67FG 32.88FG 33.19FG M > 0+39.36 I I ILL 3+27.81 4 Q W 35.71 EP - 35.25EP 34.49EP - 33.74EP 32.99EP 32.24EP � 31.91 EP - 32.11 EP 1 32.31 EP 32.51 EP - - 32.71 EP 32.92EP 6+3 - 33.23EP U) 36.46 CL I I I 32.12 CL 1 33.32 CL 0 30' 60' 0 0 1 1 1+QO 2+00 o b 3+00 4+00 1 5+00 6+00 2 Ill - I - - I- - I - - I - - I - �-� I + - I- - - m Z 1\ 1 1 ----__ , E. QUARTZ CREEK ST. � o �4+29.57 E. QUARTZ CREEK ST. S 31 \ 35.71EP 35.25EP / 34.49EP 33.74EP 32.99EP 32.24EP 31.91EP 32.11EP 32*G3 53 CL .31EP I 32.51EP 32.71EP 32.92EP 33.23EP 35.67FG 35.21FG/ 34.45FG 33.70FG �'I 32.95FG 32.20FG 31.87FG 32.0727FG i -32.47FG 32.67FG E 32.88FG Ep 33.19FG n SCALE 1" = 30' rrJ EG EP � EG EP EG EP EG EP EG EP 1 EG EP EG EP 1 EG P EGP EG 1 EG (rl V O - - - 1l - - - - - - - - - - - - - - - - - - - - - - 1 35.67FG 35.21FG 34.45FG 33.70FG (32.99EG) 32.95FG 32.70EG) 32.20FG 31.87FG 32.50EG) 32.077FG (33.03EG) 32.47FG (33.19EG) 32.67FG (33.39EG 32.88FG 33.19FGJ(32.89EG) ( (32.57EG) ( ) (33.58EG) J(34.37EG) (33.22EG) 2 (32.98EG) 2733EG) 2733 2 16 CULVERT (36.86EG) j INVERT = 2729.13' `��\ KEYNOTES 0 t U N (36.92EG) INSTALL 8" WIDE BARROW DITCH 0 4:1 SLOPE v 1 SEE DETAIL THIS SHEET. z O2 SLOPE TO EXISTING @ 3:1 MAX. rvn O O SEE DETAIL THIS SHEET V ° O3 RELOCATE OVERHEAD POWER & POWER POLE, 0 O U U COORDINATE WITH IDAHO POWER w 0 NOTE: IF SITE SOIL CONDITIONS REMAIN AT AN 4 INSTALL 16" C-900 CULVERT PIPE ® MINIMUM R-VALUE OF 15. THIS SECTION WILL BE ADEQUATE. O 0.14% SLOPE. SEE PLAN VIEW FOR INVERTS. O Q O IF SITE SOIL CONDITIONS CHANGE, ACHD SECTION > ° EASEMENT EASEMENT FOR LOCAL ROADS SHALL BE TAKEN INTO EFFECT. STING IRRIGATION DITCH TO CONVEY w 50'-0" SP-3 0.5 INCHES OF ( ") MIX, 2.5" PG58-28, 4" O GRADE EXISTING WATER EXIOUT OF NEW 16" CULVERT. W 34'-0" ( ") GRAVEL AND 14" (6"-MINUS) PITRUN. m O U 100' (7 - 98' 2' 4' 8'-0" 17'-0" 17'-0" 8'-0" W 3'-0" 2' 3'-0" 2' 1 15-0" 15-0" 2' 3'-0" 1 2' 1 3'-0" ° 3 MqX F S�OpF CUr I g 1 MPX CU 2.00% SLOPE 2.00% SLOPE S�OpE EDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER 4 q:1 4; q:1 AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE U 1 MPy CT S(ppe SCpPE S(pp� S�ppE F<< MqX 4:1 SLOPES "H1" UNLESS OTHERWISE CALLED OUT. C(IT 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS INSTALL 8' SWALE 2' GRAVEL SHOULDER SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN ° PER BMP-30 ® 2.00% SLOPE 4 RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD00 0 SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE 4" OF s/4" MINUS I 10' I RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE 2y2" OF ASPHALT PAVEMENT CRUSHED GRAVEL STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE 10" OF 6" COLORED 'TRAFFIC YELLOW' MINUS PIT RUN 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE AND BACKFILLED WITH CHECK DAM DETAIL STRUCTURALEFFILL PERTI ISVE PWCI SPECIFICATIONS. PROVIDE SOILS - NTS - DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A TYPICAL 50' EASEMENT WITH 34' STREET SECTION AND BORROW DITCH COPY OF THE COMPACTION TESTS. 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT - NTS - ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH W LL_ POLICY AND EXISTING PAVEMENT MARKINGS. U O 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. U U 7 Q STANDARD STREET NOTES: U CALL QUARTZ CREEK PROFILE � 0+0 0 1+0 0 2+0 0 3+0 0 4+0 0 5+0 0 6+0 0 6+5 0 TOP BACK OF CURB RADIUS AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. 2740 2740 ALL PEDESTRIAN RAMPS PER ISPWC & ACHD SD-712H TYPE H4 & H7 UNLESS OTHERWISE CALLED OUT. CY)co M M ALL VALLEY GUTTERS PER ISPWC & ACHD SD-708 UNLESS OTHERWISE CALLED OUT. + O N M ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS OTHERWISE CD CALLED OUT. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE FINISHED GROUND o CCD CALLED OUT. a o� N N PO N c 3 +N D ` N 2735 Y 00 c> T� z \ + -1.50q N M N H d - - - - �' N 100 JI \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ 0.40% - - - - - - - - - - - - - - - - - - - - 0 0 0 < r - - - - - a EXISTING GROUND 1 r z ci, c' w DC)_ w J O d d 1 Q Z (n Y O ` I UJ w LJ C) pCD U O M U � � N 2730 2730 V m w z � o 16" C-905 CULVERT = Q J o v o L_ o Plans Are Accepted For Public Street Construction ��5\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 2725 2725 and previously approved by the District in writing. Acceptance of the 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+50 improvement plans by the District does not relieve the Registered ST 01/08/20�o Engineer of these responsibilities. 0 ATE OF \oP P y�'DS. K \ BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 0 LO 00 SEE SHEET C3.2 LO C, / I a / ¢ N O / zi- of LciM CL o M BLOCK 7 i / O CD BLOCK 8 _CD / J J O I / 00 J / O O 1 J J O ' z / SIR o - - C4 r� N u->- - - I --2735'--- 1 17 O M / 0 1 0 � 00 ao O rn 1 cy i 1 O 1 co r i c�i o� I > \ 1 1 + r7 / r7 r7 + r7 + r7 / o0 r7 F- ---- / I Q LEI 2 1 2734.67SWK 1 0, l + p 3 o+ + (33.17EG) �(33,17EG) 2 \\ / 2733.86SWK --- 0 30' 60' (33.93EG) (34.43EG) (34.8�EG) (35.26EG)�I 1 6 -/- o �� o ,_ _ 4 LU 32.88FG 33.19FG 33.61 FG 34.04FG 1 34.46FG z - - - - - - - - - - - - - - - - - - -33.50FG 2734.51 SWK 2734.29SWK 2733.00SWK 2732.12SWK / 2731.44SWK -- 34.47 TRC 3 L ----J J SCALE 1" = 30' J P EG FP EG FP EG P EG EP EG EP G EP O U 32.88FG 33.19FG 33.61 FG } 34.04FG 34.46FG 34.26FG y 34.26EP _ I� 32.92EP 63 33.23EP 33.65EP 34.08EP - 34.50EP 34.30EP 8+62.24 -- _ --- -_-_- 11+88.465 = W 6+100 _ 33.32 CL _ _ 7+g _ _ _ I _ 8+00 I \ _ T 34.56 CL 9+100 --------___ / 10 100 !� 00 I 31.34 CLLLL2f\ -_- Q = E. QUARTZ CREEK ST. 8+00 ` / 10+01.05 10+47.99 I `. J O (n 32.92EP 33.23EP 33.65EP 34.08EP 34.80 CL 34.50EP �� 34.30EP �� 34.1OEP 33.88EP 34.00 CL �33.70EP 33.81 CL 33.51EP 32.60EP 31.72EP�_ -----1- E 32.88FG Ep 33.19FG 33.61pFG 34.04FG �34.46FG �� 34.26FG �� 34.06FG 1 33.84FG 33.66FG 33.47FG 32.56FG 31.68FG I��31.04EP Q wEF EG EG EEG EEG PEG EP G `I EP EG EP EP EG EP EG EP EG EP EG EG 31.00FG KEYNOTES U U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` 31.00FG (�" W 32.88FG 33.19FG 33.61 FG 34.18EG) 34.04FG 1 34.46FG �� 34.26FG I 34.06FG 33.84FG 33.66FG �-33.47FG 32.56FG 1 31.68FG �� (30.90EG) INSTALL 8" WIDE BARROW DITCH 0 4:1 SLOPE v U(33.39EG) ( (35.14EG) I (34.47EG) / (33.24EG) (31.94EG) O z (33.58EG) 2 r(33.87EG) (34.59EG) ��\\ i 2 N (33.90EG) 2 (32.63EG) (31.40EG) 2 \�2�3/,\ SEE DETAIL ON SHEET C3.1 _ O i �n SLOPE TO EXISTING @ 3:1 MAX. Vrn O s\ N SEE DETAIL ON SHEET C3.1 V j `\\ 0 INSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD C Q I O SUPPLEMENTAL DRAWING SD-712F. 111 OINSTALL V-DITCH & TEMPORARY STORM DRAIN POND - #3 O 4 SEE DETAIL ON SHEET C3.8 \Q � INSTALL TYPE II ROADWAY BARRICADE WITH SIGN THAT LL / NOTE: IF SITE SOIL CONDITIONS REMAIN AT AN w L_L_I R-VALUE OF 15. THIS SECTION WILL BE ADEQUATE. O5 STATES "ROADWAY TO BE EXTENDED IN THE FUTURE" IF SITE SOIL CONDITIONS CHANGE, ACHD SECTION REUSED IF POSSIBLE. m m R.O.W EASEMENT FOR LOCAL ROADS SHALL BE TAKEN INTO EFFECT. INSTALL TYPE 11 55'-0" SP-3 0.5 INCHES OF G") MIX, 2.5" PG58-28, 4" O INSTALL REUSED SEWALK BARRICADED BARRIE IF POSDSIBWE.H AKICK PLATE. ( ") GRAVEL AND 14" (6"-MINUS) PITRUN. 30'-0" 25-0" W 13'-0" 17'-0" 17'-0" 8'-0" � I � 2' 5'-0" 6'-O" 2' 15'-0" 15'-O" 2' 3'-0" 2' 3'-0" W ° .3.1 cU� F ScopMAx oor MPX 2.00% SLOPE 2.00% SLOPE g.1 EDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER S��pE AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE U C�z �.�. SHOP£ 5�0P� F3. M O "H1" UNLESS OTHERWISE CALLED OUT. lGG qX S(/T 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS 6' WIDE PLANTER STRIP (TYP) 4" OF %4" MINUS 2' GRAVEL SHOULDER SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN CRUSHED GRAVEL ® 2.00% SLOPE INSTALL 8' SWALE RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD EXTEND BASE MATERIAL PER BMP-30 SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE 6" BEHIND CURB (TYP) RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE 2y2" OF ASPHALT PAVEMENT 10" OF 6" COLORED 'TRAFFIC YELLOW' MINUS PIT RUN 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 W STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS W FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A LL_ TYPICAL 55' ROW HALF SECTION WITH 34' STREET SECTION COPY OF THE COMPACTION TESTS. 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT - NTS - ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH U POLICY AND EXISTING PAVEMENT MARKINGS. 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. o� Q Q STANDARD STREET NOTES: QUARTZ CREEK PROFILE CALL TOP BACK OF CURB RADIUS AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. 6+00 7+00 8+00 9+00 10+00 �p� 11 +00 1 2+00 ALL PEDESTRIAN RAMPS PER ISPWC & ACHD SD-712H TYPE H4 & H7 UNLESS 2740 �p pp. 2740 OTHERWISE CALLED OUT. C��P OX F 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 o� P��P� CALLED OUT. N O`1- O"' `"� °O O ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE +N to M O cn z I °'m co N +^ M°° CALLED OUT. w m O N n (' m N �N 1, , N c0 N O LLJ U' C� W "Op r., Cn O 2735 m - - - =0-40% - - - _ __ _ _ 2735 - - -0-40 _ co JI a 0.85% - - - - - -0.40% N _ _ _ _ - - - -0.40% �? awC Cr W CO J - - - - - - - - - - co EXISTING GROU D t Z "' nz N Y _� OI N NCD m L� w = O U O M CD a- U O � cn FINISHED GROUND 12" C-900 GIRR - - - - - _ _ V � m o w i Q w L = Q - - 2730 2730 � � � '� Plans Are Accepted For Public Street Construction ��S\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 01/08/20 0 Engineer of these responsibilities. �' TATE OF \oP� P 2725 2725 y�'DS. KIN�� 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 1 LO 00 Ln SEE SHEET C3.3 I , N / ► i1 C') cli / O ► ► � / O O / co H ► cD H00 00 00 LLJ ► I i 0 30' 60' w N I 2 /I 1 / 3+43.04 16.50'L 128.65VG N z 30.36 TRC i I SEE SHEET C3.1 %/ O o 0 4+20 82% ' I SCALE 1 = 30 J CD/ x ► 3+48.18 O O I / ;0 -0W ! _ `s� �6 ► 30.35 CL PREVAIL WAY - 29.18 CL b 1 5-0 -_� �� , I - O 4+00 -I - 4+71.09 Q \ ,6soc i 0 I N i 4+34.18 i 4+71.09 I I n o � \ 28.95 CL I 28.87 CL J O m Y I I \\ X 22j> � / I �59 28.50VG 2734___- \moo, ?� �� "o I 0 s I KEYNOTES U 0 0 �74 I o o �� O �� f ' r�^ W O ��\ \> �0 2+54.62 C / 2 INSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD v O I / 31.94 CL O / z w � � N � �\ / u / o /� ► SUPPLEMENTAL DRAWING SD-712F. cfl rn ,N-� \ cn PIR- co r O + + �\ 2+22.77 N ao' / V O ! 32.10 CL o oo � j I O INSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD rn O I �: \ ^ 1 2 "' + �' �+ c SUPPLEMENTAL DRAWING SD-712 - TYPE H7. V ° II 1+19.84 16.50'L i x`ss? �' / / N I / O m i i 1 32.59 TRC �\ C x�O ��'�� oro ^ I o % O O 6So 00 nr % w O CD C) U�-/1 0 I I P♦I VAIL WAY "' N 1+00 x�? / % / / I O - � �� >> A O ; SEE SHEET C3.3 O O 0+47.46 1+29.21 0� �& / ► NOTE: LL > ° 33.47 CL 32.56 CL Teo Sod i j 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER w LO ° ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE m O O "H1" UNLESS OTHERWISE CALLED OUT. 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS CO I ► SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN 0 0 0 2 W i ► RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD U � Lq O I ► SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE CONCRETE I j M � ��R- N -GIR- / / / I I STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE wo M + / / \ COLORED 'TRAFFIC YELLOW' rn � I 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED I i i o \��\ ,��5' \ �� \ A ► WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE O I �, C :2 \ RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH F- A \\ .�� \ STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS Cr I I ^ \ \ DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS w I �; \\ \ FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A C O I I M + 1I COPY OF THE COMPACTION TESTS. 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT SEE SHEET C3.1 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. PREVAIL WAY PROFILE 10 0+00 1+00 2+00 3+00 4+00 4+71 � O O O STANDARD STREET NOTES: O ALL TOP BACK OF CURB RADIUS AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. ALL PEDESTRIAN RAMPS PER ISPWC SD-712H TYPE H4 & H7 (SEE SHEET C3.) UNLESS OTHERWISE CALLED OUT. O O ALL VALLEY GUTTERS PER ISPWC SD-708 UNLESS OTHERWISE CALLED OUT. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS OTHERWISE O 2740 ox pox 2740 CALLED OUT. CDI�P ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE �& G�� CALLED OUT. JQ' O 00 o� O M + O N Cn n1 COCD 2735 +' 0 0 2735 x��° EXISTING GROUND ; + �� o x11� Q U NN NN - - - - - - - - - - _ - - `D- 00 LO n N 00 C) �\C� V o -0.50% _ CDc0 � c� FINISHED GROUND - CD7011. +N -7 rn a, o cnC14 o N Uj +PI) (.0 N +^ )0 M N O �m +N �N N Q (p JI d Q 2730 - °° - "2730 C7 w o o Co QL w 12" C-900 GIRR U (/1 (' Z (n Y O of / -1.63q CD a- a m 4+52.59 GB 2728.58 V m o r< w / z � o Q w L = Q o U o LL_ o 2725 2725 Plans Are Accepted For Public Street Construction ��CO \ ST L 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 01/08/20 0 Engineer of these responsibilities. �' TATE OF \OPT P y��,s K IW�� 2720 2720 BY DATE 0+00 1 +00 2+00 3+00 4+00 4+71 ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 2 BEFORE DIGGING, CALL DIGLINE AT 1 -800-342-1585 N W E S z 0 w SEE SHEET C3.7 SEE SHEET C3.6 SEE SHEET C3.5 0 30' 60' BLOCK 2 J `\ ��w BLOCK 5 U I N U Q n U N U N I� U n - , I I M 1 I I 2 coW M Oj I I 6 BLOCK 3 - 01 ` �� , 12 SCALE 1 - 30 O O O n O 0 0 ' Cn Of / 0 d O \`\ r 0 J J �\ O N N N O O \ O O __ �� O I � U � U � � � � \ Lq � � � � Q vvv cri O I II i /// o o � vv � o �.2��9�� O rn r? / a' rn N rn rn \ rn } rn I c0 C r' pp O O o } M O o O \\ Cn I 0 0 � I ,'`� N N '� d- M I V O N 00 N I i + / + �� + + + v + + 1 O N 13 '��z�2g,,� =R=H 00 O �T ISPWC AND ACHD W 28.98VG - - - m 2H - TYPE H4. 0 0 0 1 1 _ 0 0 0 1 1 6+77.54 28.713 CL I I N �w 0+50 O 0+00 \ 29.59 CL CUSICK 1+00 ' `�' 2+00 3+00 CUSICK 4+ 0 'f' `� 5+00 6+00 2887 CL 7+00 II CUSICK = O 5+44.03 _ N 29.36 CL I / 2+40.93 2+77.02 3+13.93 // 29.47 CL \`` -? 30-___ 2g.65VG_ _ / 30.35 CL 30.50 CL 30.65 CL // ---- -28.50VG_0.45% _ II y W 29.14VG 0.5 go rTE: • �~ � 00 1 6+30.77 16.50'R oNo \ , 7+23.78 16.50'R ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER O e 29.07 TRC �28.51 TRC ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE 2 09f f "H1" UNLESS OTHERWISE CALLED OUT. O 0 0 0 0 0 0 0 0 0 0 0 o } (D cD 2 c2 cD O 2 BLOCK 7 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS O \ BLOCK 8 co - _ BLOCK 8 rn o o �, o Q o o �, o 10 rn SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN O O M M M M �j2 c0 rn o a a, o a, o a; o a; 2 0 0; �� o rn rn rn a; a, rn a; --____ o °O ri RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD Z N M N 00 N M 00 r'') M M O M M 00 N N Cn N N N O W + + + + + + + + + + + -_2731--_ + f „ + SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE c, N O `�' 2j32� "' o M RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE ` I� (� N ~ "' '' STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE W C/' co 11) o � M 0 COLORED 'TRAFFIC YELLOW' N O a O O O O O O a -� -- ---- O 10 11 12 N Of --- Ti + O ( 2 � 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED SEE SHEET C3.7 SEE SHEET C3.2 WITHIN CURRENT OR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS W DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A Q COPY OF THE COMPACTION TESTS. 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT O ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH I POLICY AND EXISTING PAVEMENT MARKINGS. 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. W CUSICK - SCANDIA PROFILE STANDARD STREET NOTES: 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 O 2740 2740 ALL TOP BACK OF CURB RADIUS AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. ALL PEDESTRIAN RAMPS PER ISPWC & ACHD SD-712H TYPE H4 & H7 UNLESS OTHERWISE CALLED OUT. O ALL VALLEY GUTTERS PER ISPWC & ACHD SD-708 UNLESS pL p OTHERWISE CALLED OUT. O % Lx xpp ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING 2735 x��°° ��P`'` p x 2735 SD-702 UNLESS OTHERWISE CALLED OUT. Q xpp �J`'\ ��` `Q px ° �9p ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 P c��.� • p Q� G,,�Q:. px1 • �x� UNLESS OTHERWISE CALLED OUT. M� (V O U�QO G oo Mo o"'o o Qp Jrnd' y�P O O +^ +N ACA o o,� C.U" EXISTING GROUND N N `"m m m M QQ ON �� +^ U U U +n ACV 00 CDO LqO _ +^ Cn O N N +I- N N O Cn n 00 O N + �] - - - - _ - - _ m �N r- �N r`N N U - - U m +^ ^N �"�CV Cn om - - - - - - - - 0.40% 0.40% - - - - - - _ _ c� Q0 Cn om c+DC4 ^N c� - - - - - - - - - -0.52% - - - - - CD CCDCn - 2730 - - _ - - 0.40% - - - - - - - - - - - -2.0o,%0 % 1.65% -0.45% -0.45% -0.45% - - - - - - - - - - - - - 2730 j -0.45 <n 0+18.50 FINISHED GROUND GB 2729.07 z N 4" PIRR Cc 4" PIRR N M S Z L00 U, O 10 I af 4" PIRR (10 o o O 2725 2725 z N Cr ' Z L ' of W W C)CD O U O M U 2C) � N V m Q L1J / z � o Q w I = Q o U o L_ o Plans Are Accepted For Public Street Construction S\oNAL F 2720 2720 CO �STE tic 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 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 01/08/20 0 Engineer of these responsibilities. C, TATE OF \OPT P S. KIN�� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 3 LO SEE SHEET C3.3 CID PREVAIL WAY 1 V LO I r 1 I 28.96 TRC59 128.50VG N 6+93.63 36.2- R I �o I 7+71 C O 28.70 TRC 1 28.71 CL 7+13.63 16.50'R 1 -_ -_ - -_ / 1 CID SEE SHEET C3.6 ' z 7+23.78 16.50'R / c 1 / j / /' i - - - - - - -/- - - - - � O / 28.51 TRC "' / / o/ co G_ O / / / / ' 1 / J 9 O O 0 30' 60' 00 i-� - - - - - w o M rn - -- �. 16 SCALE 1" = 30' z + I ^ J r Adik - / o / / o / o / o / o / o N N o / / n c� U? 'n n r-n / / co / / _o o /1 8 / V O I O 7+61.61 1 / j / / o % rn r' / rn o /// rn cD �/ O m 0`�0 '// 1 I 27.79 CL I / C6 "� o rn Ki rn ao ri p ao r7 / ao N /' ao J 00 N ^ � N �� + N / + N // + N cli + / + 15 s 7 - - - - - - - - - - T - - - - - - 9 N � KEYNOTES Q 1 ^ 8+79.90 16.50'L ____________ /_____________ _____/____________________ ' o //' o INSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD C`j - h o- - ' - y 25.51 TRC - --- =_ _= -- --- -- --- -- -- --_ -- --- ---- ---- .--- ---. -- - - y - - - - - - - - - - - - - - - - - -y - - - - - - - - - - - - - - - 1 - - - - - - - - - 3+70.919.23 TRC �i- 9 r - 14 O SUPPLEMENTAL DRAWING SD-712H - TYPE H4. 1 1 J 1 o / 5 1 13 U U j jl 4 / 9+71.13 9 108.05 0 0 0 /'/ 12 E 0+ S. SCANDIA AVE. 24.18 CL 23.91 CL a '/ S. SCANDIA AVE. CATCH BASIN #8 - 2725.74' TRC, 2722.30' 16" INV OUT W 10100 - - 11 t00 12+00 - 13 00- - ��' 1 +72. - 2 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A U' / / / 13+69.28 O TYPE IV (Q25=2.36CFS, Q100=3.29CFS z I 8+39.59 / / 9+35.04 / 12+20.84 12+57.96 12+93.85 i 26.29 CL 2 3 Lj- 24.46 CL / 19.91 CL //' 19.76 CL 19.62 CL ) �- 10 19.31 CL nn INSTALL t31 LF OF 16" C-905 ® 0.16% V O 3 INV AT CATCH BASIN #8 - 2722.30' CD U INV AT CATCH BASIN #7 - 2722.25' 19 Q 0 CATCH BASIN #7 - 2725.51' TRC, 2722.25' 16" INV OUT w 0 o) / o // �LI? 4 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A I j pp / / /' / LI? /' / TYPE IV (Q25=0.26CFS, Q100=0.36CFS) O / oo r' u' / N o / o o / rn o u' o / r7 N O C') / / r- � / Z7 00 O / C0 C4 / r' C4 / O) C4 if' CV / r7 N T •1 /� o� / D r i 00 61 �i co / co rn co \� N r'� N �--+ ' N / cv rn INSTALL t2LF OF 16" C-905 0 1.00%+ ' + + / + + / + D �/ / + N z ^ / o ,� / N N / �' (n O INV AT CATCH BASIN #7 - 2722.25' W W i i�/ o % /i n'I m INV AT STORM DRAIN MANHOLE #1 - 2722.23' m I I o I rn o � 0 1 / N O I rn I I J I N u) N 00 I / N p) w / / Cn I O I O i O % O G. O / O INSTALL 48" MANHOLE #1 PER SD-611 I I / I RIM ±2725.57' ° SEE SHEET C3.7 0 1 " INV 188" INV OUT 2719.7719.75' W SUMP 2717.75' OINSTALL t10LF OF SOLID WALL 18" SDR-35 0 0.00% 7 SLOPE. 5LF TO EXTEND INTO SEEPAGE BED. W SEE SEEPAGE BED DETAIL ON SHEET C3.8. ° 12' STANDARD STREET NOTES. 8 INSTALL SEEPAGE TRENCH #3 - 9'W x 11'D x 121'L O SEE DETAIL ON SHEET C3.8 C� r6' OF 3/4" ROAD MIX ALL TOP BACK OF CURB RADIUS AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. D OINSTALL ON ALL PEDESTRIAN RAMPS PER ISPWC & ACHD SD-712H TYPE H4 & H7 UNLESS DRAWINGS DIT MONITORING WELL PER ACHD SUPPLEMENTAL � OTHERWISE CALLED OUT. III=III-III-III-III-III-III-III- III-III-III=I CATCH BASIN - 2719.33' TRC, 271 INV OUT ALL VALLEY GUTTERS PER ISPWC & ACHD SD-708 UNLESS OTHERWISE CALLED OUT. 1 p PER ISPWC ANDD ACHD SUPPLEMENTAL DRAWING NGG SD-604A 7ALL CALLED OUT.CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS OTHERWISE TYPE IV (Q25=0.56CFS, Q100=0.78CFS) COMPACTED NATIVE SOIL INSTALL t30LF OF 12" C-900 ® 0.23% GRAVEL ACCESS ROAD ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE 1 1 INV AT CATCH BASIN #6 - 2716.18' CALLED OUT. INV AT CATCH BASIN #5 - 2716.11' W N.T.S. CATCH BASIN #5 - 2719.23' TRC, 2716.11' 12" INV OUT LL- 1 2 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A TYPE IV (Q25=0.12CFS, Q100=0.17CFS) 0 INSTALL t21-F OF 12" C-900 ® 1.50% 0 13 INV AT CATCH BASIN #5 - 2716.11' INV AT STORM DRAIN MANHOLE #1 - 2716.08' U CUSICK - SCANDIA PROFILE INSTALL ACHD GRAVEL ACESS ROAD. U-) 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 13+75 14 SEE DETAIL THIS SHEET & GRADING PLAN. Q 15 INSTALL t40LF OF 12" C-900 ® 1.37% INSTALL 48" MANHOLE #2 PER SD-611 RIM ±2719.25' 12" INV IN 1 6 18" 1 INV OUT 2715.00 r;000 SUMP 2713.00' +^ C4 °c,° N '' INSTALL t26LF OF SOLID WALL 18" SDR-35 0 0.00% 2730 ,�N �• 2730 17 SLOPE. 5LF TO EXTEND INTO SEEPAGE BED. - - - - - - - _ coa,a, qx1 00' SEE SEEPAGE BED DETAIL ON SHEET C3.9. N px 5 �•92- +r- �p�Q �`'�P INSTALL SEEPAGE TRENCH #2 - 20'W x 11'D x 64'L m �cQ ��a 1 8 SEE DETAIL ON SHEET C3.9 o 0 o �P N Y -1 92q \ EXISTING GROUND o't �00 w rn c> \ u'c o INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE. `� � FINISHED GROUND \ °+'`� +r- oo N 19 INSTALL REUSED BARRICADE IF POSSIBLE. `� `�� a 2Z °°CD M o m 0o z cn o I J o 00 Q 2725 .tixOo°� 2725 C7 Q L Ln -0.75% x o -0.75% ��P O 7 cn c' w o Uj I � OS�P W Lj oz Of o x 5�' P�\� ♦�` o m N 16" C-9 5 - _ _ o ° D Cq 0LO CD v M STORM RAIN - - _ _ _ -1.889 +N U-) 00 z o C4 N N N n < W W W �(D �m MC Q J (Y - - _ - r: U C:) LL- C:) Plans Are Accepted For Public 2720 - - - -- - 1 - . ° 2720 NA� _ _ - - - - =0.40% - - - - - Street Construction ��,55\O�sTE FCC 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 12" C-900 Engineer of these responsibilities. �' TATE OF MVP, P STORM DRAIN y�,DS. 2715 2715 BY DATE 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 13+75 ADA COUNTY HIGHWAY DISTRICT SHEET C3 .4 LO 00 Ln N CY) cn ' O O 00 O SEE SHEET C3.3 SEE SHEET C3.6 oLLJ Y , / r ► / / / / � � 0 30' 60' I I I o 9 W /(n N00 U z / / D / N J / J / n r + / / J ' i J , ; ,� J J + N //. SCALE 1 30 CC 0 0 / o o , O , O o C61 QU � U � U � U U? � U � U � U O 06 FC / / / / — / _ 65 Cn C ' 04 � � 00 Cn N N O O O N O / N � / N � / N � / N � � � N � N 00 �/ ' N '/ N '' N N ^ N N N ' N M � � O KEYNOTES U ► Li O j► 1 q / ' / ' .46% 21.13VG r�w O O ► '~g / l I INSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD D U� ► / 29.10 CL POLARIS a' i / POLARIS / O SUPPLEMENTAL DRAWING SD-712H - TYPE H4. z O ► 0100 / _ _ �00 Ti _ 2+00 _ _ 3++0 _ T _ 4+p _ 4+6 .34 O r I� O O 0+00 4+17.84 4+66.34 v 29.47 CL i /' 21.57 CL 21.34 CL C U ► o3g I N Q ► I � 20.96VG O ► ► / / / /' w ► STANDARD STREET NOTES: O / oLr) / o / o 0LC? 0LC? o I / Q / LL N / N / / / / / ALL TOP BACK OF CURB RADIUS AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. W e O co N / cD N / N / O N / O N 00cc rl- M / W Q / / / / ' N ^ ' ALL PEDESTRIAN RAMPS PER ISPWC & ACHD SD-712H TYPE H4 & H7 UNLESS m O O m N O / N / N N / N / N N N p / 7 / ► + + / N N N / r7 � ZJ / / ► /00 W / W / OTHERWISE CALLED OUT. O O o i NN O �/ O // O O O ^�� o I i/ O 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 W CALLED OUT. ► j �l i i i/ �' �' ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE O SEE SHEET C3.3 SEE SHEET C3.6 CALLED OUT. O W � O Q � U e O W L� O� O POLARIS PROFILE ch� 0+00 1+00 2+00 3+00 4+00 4+66 �. oo Q � Ox0 O EL- QO� o� O O C N O O N +^ O O CV M N m pn CV (D 0] CD 2730 — — — _ 2730 —1.00% — — — — — — EXISTING GROUND o \ J FINISHED GROUND �x ♦^ �' L98q — �x6>66�sr v o 0 2725 — — — _ _ _ _ °� 2725 C Y 09� � UJ 'tin14 00 CD C1. r?r? N I w N — M + �N z N cn I J 0_ U N m W — O W U N O] t v Q L'-� N _ J Uj — W N Z N Y _O OI N Uj W p U O M -1.75% 0 0 %2.00% 4+47.84 O m N 2720 GB 2721.05 2720 V m w z � o Q LLJ L o = Q o o LL o Plans Are Accepted For Public Street Construction ��S\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 2715 2715 and previously approved by the District in writing. Acceptance of the 0+00 1 +00 2+00 3+00 4+00 4+66 improvement plans by the District does not relieve the Registered ST 01/08/20�O Engineer of these responsibilities. �' ATE OF \oP P y�'DS. KIN�� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 5 LO 00 Ln 1 � KEYNOTES N E (� OINSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H - TYPE H4. O s O OINSTALL TYPE II ROADWAY BARRICADE WITH SIGN THAT 0 O STATES "ROADWAY TO BE EXTENDED IN THE FUTURE" V z O 0 30' 60' 0 30' 60' [-- Cn O3 INSTALL TYPE II SIDEWALK BARRICADE WITH A KICK PLATE. Q W SCALE 1" = 30' SCALE 1" = 30' LU OINSTALL V-DITCH & TEMPORARY STORM DRAIN POND - #1 z SEE DETAIL ON SHEET C3.8 _ CATCH BASIN #3 - 2719.40' TRC, 2716.03' 16" INV OUT rrJn OPER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A V O TYPE IV (Q25=2.50CFS, Q100=3.49CFS) O SEE SHEET C3.3 SEE SHEET C3.4 O INSTALL t29LF OF 16" C-905 © 0.17% \ I F\ J O N \\� \\\\ I I I I \\ CATCH BASIN #4 - 2719.40' TRC, 2715.98' 16" INV OUT Q _ o I D C W 6 \2>O 5 BLOCK 4 ¢ �� 3 \\'2�2p` a I I I 7 PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A U Yro cr) M ��\ (nLL N I �O O \\ O O I I I O � - o O TYPE IV (Q25=0.64CFS, Q100=0.9036CFS) co O D OJ `�� IV nl `\ \ 2j 0 I I � n O O8 INSTALL t2LF OF 16" C-905 ® 1.00% z o Q I ¢ � c� c� \\\ c> c> c� 11 I \ �' G o INSTALL 48" MANHOLE #3 PER SD-611 O w o o \\ `fl `D \\ `D `D `o `fl RIM ±2719.46'`\ I I O cD r' \ � BLOCK 6 O 16" INV IN 2715.96' M O \\ I - - - - - - - 0�0 N O 12 I \ 6� o o+ j ------ ------ \ 00 N N o N �, N N \ U I 18" INV OUT 2715.00' Q O 3 I `\ N + \ + I O 0 SUMP 2713.00' 9 OARYIMn I. -1 0+88.69 16.50'L \\29.61 TRC ------------� I \ INSTALL t10LF OF SOLID WALL 18" SDR-35 ® 0.00% O Q 0+645 9 40 STRCSLOPE. 5LF TO EXTEND INTO SEEPAGE BED. O I SEE SEEPAGE BED DETAIL ON SHEET C3.9. O 2 % 2+31.15 0 0 0 0+93.11 16.50'R Q9 PERLITE 3+90.54 3+04.16 2+67.04 0 0 0 0+64.55 `\ 0+00 1 1 INSTALL SEEPAGE TRENCH #2 - 20'W x 1 VD x 64'L0 00 +9 ¢ 2 - - - - 21.16 CL -- to \\\ 19.70 TRC I W 21.96 CL ARIMO 2153 CL 21.34 CL r � N 19.41 CL �\ 0+00 CL SEE DETAIL ON SHEET C3.9 O 0+00 0+36.92 0+89.75 i i 4+00 `�� 3+00 2+00 �I� / 1+00 \\ 0 00 m O O 30.50 CL 30.13 CL 29.60 CL \\ \\\ / I \ INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL 0 ii I `\\ 1 21.13VG 20.96VG 1 \\\\ /// 5 6 \`\ O 12 DRAWINGS SD-627 , 3 // 0.79% \\ f zf \� O O O `\ CJ \`\ U / U U \\\\ U Lq U O \ OJ 1 w N ` N _ I STANDARD STREET NOTES: O + + = I NN N � N o �, � � I I O o o yc � w J '2j2 � + � + r M M N 2 \ O O Y O V) CT: Q `.\ �� QQ \\\ I Put °O \ �\ ALL TOP BACK OF CURB RADIUS AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. CD Of to N I N I I ` ~ r7 _l ~ \\\\ I I \\ y \ O O m a 2�2Q\ O a �, `\ ,O O \\ � N o O ALL PEDESTRIAN RAMPS PER ISPWC & ACHD SD-712H TYPE H4 & H7 UNLESS j O o I \\ N +BLOCK N N _ I I I BLOCK 5 \\, + n OTHERWISE CALLED OUT. II `v I ALL VALLEY GUTTERS PER ISPWC & ACHD SD-708 UNLESS OTHERWISE CALLED OUT. i IIL SEE SHEET C3.3 SEE SHEET C3.5 SEE SHEET C3.4 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 UNLESS OTHERWISE CALLED OUT. O �O O O O O O O � PERLITE PROFILE ARIMO PROFILE 0+00 0+95 4+00 3+00 2+00 1 +00 0+00 OJ O 2740 2740 2730 2730 1-- O Q O O O xca Ica. O D �x1� x0000 � O �� Sq 2735 �,°��'�CD, 2735 2725 � P Q° c�°9sT'9 Ox 2725 +N (D O M + o N c j 2x O O - N +N +r 'un w NM m N NN 6' Q O+r- c00 �O - CD M O� a `v +r- r-� - - _ - - EXISTING GROUND g m o N r EXISTING GROUND - c� - - - m - � +^ - - - - - - - - - - - - - +N N c D o N 0.50% - - - o+N CD L N Y - - m CC % cn " � U3 -1.00% - - - - - - - �, 2730 -' 2730 2720 - - - - _ 2720 � � FINISHED GROUND -0.55% o oC111 r FINISHED GROUND 4 PIRR !ZIP Cnn CD w o w �� Q W N C a Q Z (n Y O N WW LJJ C) CJ O M O d = CD 4" PIRR 16" C-905 m N STORM DRAIN V m o w i z � o < � w 2725 2725 2715 2715 Q w < w oUoLLo Plans Are Accepted For Public Street Construction ��S\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 01/08/20 0 2720 2720 2710 2710 Engineer ineer of these responsibilities. �' TATE OF MVP, P y� 0+00 0+95 4+00 3+00 2+00 1 +00 0+00 'DS. KIN�� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 6 LO 00 Ln T � KEYNOTES N n W E (� OINSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H - TYPE H4. O s O INSTALL TYPE II ROADWAY BARRICADE WITH SIGN THAT Qo O2 STATES "ROADWAY TO BE EXTENDED IN THE FUTURE" z REUSED IF POSSIBLE. 0 0 30' 60' 0 30' 60' [-- Cn INSTALL TYPE 11 O INSTALL REUSEDBAARR CAD SIDEWALK BARRICADE POSSIBL'E.H AKICK PLATE. W SCALE 1" = 30' SCALE 1" = 30' I_LI CATCH BASIN #2 - 2728.50' TRC, 2725.47' 12" INV OUT OPER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A z TYPE IV (Q25=0.81CFS, Q100=1.12CFS) (J O5 INSTALL t29LF OF 12" C-900 © 0.24% v I� O SEE SHEET C3.4 CATCH BASIN #1 - 2728.50' TRC, 2725.40' 12" INV OUT Q i ` I O PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-604A J I Lr� N o O o C. O o O I = C I I c� BLOCK 6 \ �. TYPE IV (Q25=0.34CFS, Q100=0.48CFS) CD I b c� UQ � � \ � � c� �, � D Q I C Z �, N, �> O II INSTALL t2LF OF 12" C-900 ® 1.00% r , C ^ ao \\ ^ M ^ nl `\ I cQ� I C6 ° ��. 1 O7 INV AT CATCH BASIN #1 - 2725.40' U I I m � N I + o N \\ I N O >�� I + J �� ` INV AT STORM DRAIN MANHOLE #5 - 2725.38' W I o + + \ + + o o �� I o o _ _ _ _ _ _ _ _ \ 10 `4 - - -! INSTALL 48" MANHOLE #4 PER SD-611 z `�I - F-_ -\--� RIM ±2728.57' - 3 -_ _--_--_---_--_---_---_--_--- I I I M CV I O8 12 INV IN 2725.38 0 \ - - -- ------------ 7 i! ��\ o - 3 \\\ I 12 18" INV OUT 2724.50' r1 ° 0 U o 0 0 2+18.26 16.50'L SUMP 2722.50' (D o 0 0 0+92.42 1+28.51 1+65.42 6 �� o �` 0 M � 29.54 CL 29.36 CL 29.17 CL 28.50 TRC i; '` `\I N Q 0 SNOWDEN � � N 1+!00 2+00 2+1 .81 i; 1 ___ J INSTALL f 10LF OF SOLID WALL 18" SDR-35 ® 0.00% SLOPE. 5LF TO EXTEND INTO SEEPAGE BED. w 2 0+00 SNOWDEN 2 `� i' 0•�S J 2+19.81 I i�, �9 I I \ SEE SEEPAGE BED DETAIL ON SHEET C3.9. �y 30.69 CL 1 28.98VG 1 28.49 CL 5 i' o o rn II i \ • INSTALL SEEPAGE TRENCH #1 - 9'W x 11'D x 53'L O 29.14VG `� 10 �; a o 0 12 0+00 - TRANTON M N 1+00 1 tl 10 SEE DETAIL ON SHEET C3.9 24.18+00 0+36.921+38.51i n I 23.90 CL 22.38 CL 2 w W ° �\ . \ 1'•� i I INSTALL MONITORING WELL PER ACHD SUPPLEMENTAL ° o o �� o o BLOCK 5 I I �%� I I I I 1 1 DRAWINGS SD-627 m O M D I -- CD INSTALL V-DITCH & TEMPORARY STORM DRAIN POND - #2 ° 00 _rn \ N rn N ` o V) V C `\ I �� 12 SEE DETAIL ON SHEET C3.8 ° 00 NN � �; � � nl � I I: C W o+ \\ O p + + \\ O + N nl 1 1 i l o I 3 QD M 1:moo W N I II BLOCK 7 ° CID N N = ` I ¢ I M I -0m ` N �,N o + \� + + lii �a c> N o �`. D Z W SEE SHEET C3.3 I CO - ----- ------ III 1710 STANDARD STREET NOTES: SEE SHEET C3.4 ALL TOP BACK OF CURB RADIUS AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. ALL PEDESTRIAN RAMPS PER ISPWC SD-712H TYPE H4 & H7 (SEE SHEET C3.) UNLESS OTHERWISE CALLED OUT. ALL VALLEY GUTTERS PER ISPWC SD-708 UNLESS OTHERWISE CALLED OUT. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS OTHERWISE CALLED OUT. O ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS OTHERWISE LLI CALLED OUT. Q O SNOWDEN PROFILE TRANTON PROFILE 0+00 1 +00 2+00 2+20 0+00 1 +00 1 +39 2740 2740 W � O n- U� 2735 Nxl ('°z° 2735 2730 /C� � 2730 S�Q °x 1CD CZ) NN� _ 2 m �M .i"') 0 00 EXISTING GROUND o N +N +c°^v o^ �� No 0 CD N M^ N Y _ CN N + CJ m m O N CD co cc CD / N N CD °°2730 2730 - - - - - - - - - _ _ _ _ 2725 00 2730 -0.. -0.50% -1 25% - - - -0.75% FINISHED GROUND ±m N 00 1 QI FINISHED GROUND " ? o o 8 - - _ _ -1.50/- QLjC4 _ Cr U, J d zN Q Z (n Y of N o Ul o M 6" PIRR 12" C 900 EXISTING GROUND - a LJ a- STORM CRAIN V '2 m N m o w / 2725 2725 2720 6" PI RR 1 2720 < w Q w = Q _ o U o w o Plans Are Accepted For Public Street Construction S\oNAL Fti 12" GIRR � 5 �STE 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 01/08/20 0 2720 2720 1 +00 2+00 2+20720 2710+00 1 +00 1 +39715 Engineer of these responsibilities. �ls� S OKIW��P BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 7 T I ' N I - - - - - - - - - - - - - - - - - N 15.00' W E 29.i OFG 29.0OFG � E 11- I I� 2I.75FG 2721 21.75FG� I z 0 27.00FG 27.00FG s I I rn 2720 S (n . .2 - - 7 --- 17 0 10, 20' N 1W LL I 1 , o _ I 0 10' 20' a o � N O 3.0.1 1 `") ° N N SCALE 1" = 10' M N I 3.0:1 p 18.75FG --- -N -- 18.75FG SCALE 1" = 10' C) 5.00 N 7.00, Q C I _/ 0 0 3 � POND #1 KEYNOTES 21.75FG21.50VG of POND #2 KEYNOTESCD - --------- - _ --21.75FG 1 I O SAND WINDOW IN POND BOTTOM TO BE 30 SF I I /I o o - - I _ - J O1 SAND WINDOW IN POND BOTTOM TO BE 60 SF W CD � GRADE "V" DITCH TO CONVEY STORM WATER FROM I 22.09LIP 21.71VG u�I CURB TO TEMPORARY POND. III i 2 GRADE "V" DITCH TO CONVEY STORM WATER FROM LL_ O hKI I O CURB TO TEMPORARY POND. O 27.00IFG 27.00FG 2 I 28.75VG ° I � - - - - - - - - - - 28.91VG 28.73VG I I I I � 28.94VG28.86VG TRANTON 29.00FG 29.00FG 728.95VG N Q - - - - - - - - - 28.95VG O CD 0 I I I 2 39 0LIP o I 29.32LIP w I I I I ° ~ I I 21.66VG w I I } I 22.09LIP / a I r VG 21.69VG 2728.50' HW DESIGN VOLUME 2729.00 VPROVIDED=367 FT3 2729.00 VREQUIRED=348 FT3 2721.25' HW Q 2721.75' FG DESIGN VOLUME 2721.75' FG � 3 VPROVIDED=544 FT CD 3, = L VREQUIRED=526 FT3 �.1 Lq co 7 3:1 SIDE SLOPES (TYP.) -_ 2727.00' BTM 3•� �:1 2727.00' BTM b u? 2718.75 BTM 2718.75 BTM 0 2727.00' BTM STORM DRAIN POND NOTE: N 2724.00' SAND BTM M STORM DRAIN POND NOTE: ,�'- FILTER SAND PER PER THE SOILS REPORT BY SITE CONSULTING 3:1 SIDE SLOPES b 2718.75 BTM PER THE SOILS REPORT BY SITE CONSULTING 10.00' ISPWC SECTION 801 DATED JANUARY 20TH, 2020. GROUNDWATER IS (TYP.) ro DATED JANUARY 20TH, 2020. GROUNDWATER IS SAND WINDOW TO BE EXCAVATED INTO "FREE DRAINING" AREA: 30 SF EXPECTED TO BE 90-130 FEET DEEP AS NO EXPECTED TO BE 90-130 FEET DEEP AS NO O MATERIALS. IF OVER-EXCAVATION IS REQUIRED TO GET TO WATER WAS FOUND IN THE TEST PITS. IF FILTER SAND PER WATER WAS FOUND IN THE TEST PITS. IF FREE DRAINING MATERIALS, CLEAN PITRUN CAN GROUNDWATER IS PRESENT, CONTRACTOR IS TO 7 00' ISPWC SECTION 801 GROUNDWATER IS PRESENT, CONTRACTOR IS TO CONTACT ENGINEER OF RECORD AS SOON AS 2715.75' SAND BTM r AREA: 40 SF BE USED AS BACKFILL. POSSIBLE CONTACT ENGINEER OF RECORD AS SOON AS O POSSIBLE DESIGN INFILTRATION RATE= 4" PER HOUR. SAND WINDOW TO BE EXCAVATED INTO "FREE DRAINING" DESIGN INFILTRATION RATE= 4" PER HOUR. W PER GEOTECHNICAL REPORT, CONTRACTOR TO MATERIALS. IF OVER-EXCAVATION IS REQUIRED TO GET TO PER GEOTECHNICAL REPORT, CONTRACTOR TO EXCAVATE BOTTOM OF POND TO NATIVE, FREE DRAINING MATERIALS, CLEAN PITRUN CAN EXCAVATE BOTTOM OF POND TO NATIVE, TEMPORARY STORM DRAIN POND #1 NON-CEMENTED SILTY SAND OR BASALT BE USED AS BACKFILL. TEMPORARY STORM DRAIN POND #2 NON-CEMENTED SILTY SAND OR BASALT ROCK. SECTION VIEW ROCK. Q SECTION VIEW Q W C NOTE: IF SITE SOIL CONDITIONS REMAIN AT AN R-VALUE OF 15. THIS SECTION WILL BE ADEQUATE. <= W 0 IF SITE SOIL CONDITIONS CHANGE, ACHD SECTION (f P/L P/L FOR LOCAL ROADS SHALL BE TAKEN INTO EFFECT. I N 47'-0" SP-3 0.5 INCHES OF 6") MIX, 2.5" PG58-28, 4" 33'-0" ( ") GRAVEL AND 14" (6"-MINUS) PITRUN. � 31.04LIP 30.70VG 0 7'-0" 16'-6" 16'-6" 7'-0" 30.75FG� -------------- 2'-0" 5'-0" 2' 14'-6" 14'-6" 2' 5'-0" 2'-0" 30.39VG 2730� 0 10' 20' 3 28.75FG ' M P T I 1 PEx CU rF4. ---1--2729- S40 i F --- 2.00% SLOPE 2.00% SLOPE 5�0 I SCALE 1 = 10 N g.1 MPX FU�� F<< MAX CUT L - o No L N 0' Cl o POND 3 KEYNOTES w U CC 2' GRAVEL SHOULDER 28.75FG N oOf EXTEND BASE MATERIAL 6" BEHIND © 2.00% SLOPE 5.00' --- I O SAND WINDOW IN POND BOTTOM TO BE 20 SF � M N o CURB (TYP.) °O co I 4" OF 3/" MINUS 9.50' Z o a 3" ROLLED CURB AND GUTTER CRUSHED GRAVEL 30L75FG C7 Q w oN c w U PER ISPWC SD-702. O cn c' w o I 10" OF 6" GRADE V' DITCH TO CONVEY STORM WATER FROM ~ CD z N � Cl- N --------J CURB TO TEMPORARY POND. z 2Y" OF ASPHALT PAVEMENT MINUS PIT RUN 22.00' U O M J 2730.25' HW o a DESIGN VOLUME m VPROVIDED=278 FT3 - 2730.75' V 2730.75' VREQUIRED=266 FT3 mLLJ z � o < u I— (o Q w � w TYPICAL 47' ROW STREET SECTION = o u o � o 1 - NTS - 3'1 2728.75' BTM '�•• �? 3:1 SIDE SLOPES (TYP.) STORM DRAIN POND NOTE: Co \ � Fti 1STE �l 0 2728.75' BTM PER THE SOILS REPORT BY SITE CONSULTING DATED JANUARY 20TH, 2020. GROUNDWATER IS FILTER SAND PER EXPECTED TO BE 90-1 30 FEET DEEP AS NO g412 2725.75' SAND BTM 5.00' ISPWC SECTION 801 WATER WAS FOUND IN THE TEST PITS. IF CONTACT ENGINEER OF RECORD AS SOON AS r I AREA: 20 SF GROUNDWATER IS PRESENT, CONTRACTOR IS TO 01 OS 20 SAND WINDOW TO BE EXCAVATED INTO "FREE DRAINING" POSSIBLE Sr �.° MATERIALS. IF OVER-EXCAVATION IS REQUIRED TO GET TO cl ATE OF SOP P FREE DRAINING MATERIALS, CLEAN PITRUN CAN DESIGN INFILTRATION RATE= 4" PER HOUR. y90 S. K1N�� BE USED AS BACKFILL. PER GEOTECHNICAL REPORT, CONTRACTOR TO EXCAVATE BOTTOM OF POND TO NATIVE, TEMPORARY STORM DRAIN POND #3 NON-CEMENTED SILTY SAND OR BASALT SHEET ROCK. SECTION VIEW C3 . 8 Lo 00 Ln v- �� S NOTE: N o�/ SEE PLANS FOR LOCATIONS OF MONITORING WELLS, THIS DETAIL ONLY SHOWS THEM FOR SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 REFERENCE AND DISTANCE FROM TRENCH. WELL "A" MAY BE LOCATED ON EITHER END OF SEEPAGE TRENCH. Q \ / 50' SEE TRENCH DATA TABLE - THIS SHEET Q — — — — \ / — — — — 3/4" PERFORATIONS IN VALLEY 5' FROM END OF TRENCH 0 Z OF CORRUGATED PIPE. 5 EACH TO ACT AS MARKER O_ MONITORING > w WELL "A" = W O TO MONITOR WELL J WELL BING = w PER ACHD SD-627 ~ z i O O O O O O O O O O O O O O O O O O O O O O m18" PERFORATION SCHEDULE _ _ _ _ O O O O O O O O O O O O CD - NTS - a 0 18" PERFORATED PIPE. 0 SEE DETAIL 4 THIS SHEET. z INSTALL SOLID CAP AT END OF PLAN VIEW PERFORATED PIPE N J O SAND/GREASE TRAP -I Q LID AND/OR SDMH LID MONITORING WELL r , TO BE FLUSH WITH TOP OF TRENCH TO BE A MINIMUM PER ACHD SD-627 U FINISH GRADE OF 2.00 FOOT BELOW FINISHED GROUND, W TOP OF SIDEWALK AND CURB. (TYP) - w z NATIVE BACKFILL TOP OF TRENCH O DRAIN ROCK SLOPE=0.00o MIN. N o r n 0 U �M� AY BE OVER PIPE _ II o0000000000000000 0000 0 N 0000000000000000000000 w � IIII o CD3/4"-2" FRACTURED DRAIN ROCK O Q CD SECTION DTYPE 1 (IS RAINAGE GEOTEXTILE w 2050). OVERLAP MINIMUM W VL m m SEE TRENCH ELEVATION TABLE FOR BOTTOM OF 12" ON TOP AND OF BED AND BOTTOM OF SAND ELEVATIONS SIDES. W IF GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL NOTIFY ASTM C-33 FILTER SAND IN THE ENGINEER AS SOON AS POSSIBLE FOR REDESIGN OF THE SEEPAGE ACCORDANCE WITH ACHD BMP 04 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 " GEOTEXTILE TYPE 1 (ISPWC SECTION 2050). FOOT PLATE (TYP.) CONSTRUCT OBSERVATION WELL MUST EXTEND A MINIMUM 12" BELOW SEEPAGE FILTER SAND OF 1' BELOW BOTTOM OF THE SAND IN THE SEEPAGE BED. 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, SUPPLYING THE DEVICES. CONTRACTOR WILL NEED TO BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED CRITERIA. A PERCSEEPAGE TRENCH DETAIL USED FORON DESIGNEOFFTHE EER HOUR SEEPAGEWBEDFOUND AND 2 INCHES PER HOUR WAS SCALE: NTS PER THE SOILS REPORT PREPARED BY SITE CONSULTING, JANUARY 20, 2020. SEEPAGE BED SHALL CONFORM TO ACHD STANDARD DRAWING BMP 20 GROUND WATER WAS NOT PRESENT IN ANY OF THE TEST PITS AND IS EXPECTED TO BE 90-130' DEEP. CONTRACTOR TO EXCAVATE 3-FT BELOW DRAIN ROCK TO ENSURE THERE IS NO GROUND WATER PRESENT. SEEPAGE TRENCH DATA TABLE SEEPAGE DIMENSIONS TOP OF ROCK TOP OF SAND BOTTOM OF APPROXIMATE 100 YEAR W TRENCH # WxDxL ELEVATION ELEVATION SAND ELEVATION GROUND WATERELEV DESIGN VOLUME 1 9'x11'x53' 2726.31 2715.31 2713.81 N/A 2142 2 20'x11'x64' 2716.75 2705.75 2704.25 N/A 5712 W 3 9'x11'x121 1 2721.61 2710.61 1 2709.11 1 N/A 4889 Q � W Li W a N U O � 0 _ N Y W NO I w W �00 10 V 1 O zN o I JI — o O 8 r tV�1 U Q Li N cr w —1a_!ZIP N Q Z (n Y Cl a_ N W W LJJ C) O UCD a— O M U � � N V � m m Q L1J / z � o Q LLJ L m = Q o u o LL- o �5\p N A L F� 1ST& �l I 9412 01/08/20 �yq S oK IN�6\1 SHEET C3 . 9 Lo � I I _ _ _ _ _ _ _ _ - - - - - - -- - _ -\L W ------W------FUTU&&OALB RA—-- ----- - - W- - - ----- - --W---- L0 - - - - - - - - - - - =-------- 12SS 1 SS 12SS 12SS 02SS 12SS �� 12SS 12 8 12SS 12SS N/ _ - _ _ \ - - - - - - - 1I l BLOCK 1 SEE SHEETS C4.7 & C4.8 w l LI i II l 28 < "LOCK 6 O I I O CD ,7 ' O URE PREVAIL FOR OFF—SITE WATER 8c z coI II o l BLOCK 4 FUT 33 I J s z m SUBDIVISION — 2 SEWER CONNECTION I U I I I M I I I � co III 16 I 32 34 35 U 37 L — — J 38 I y I— I Q w I I of i I 27 - - PI -- I w O 0 60' 120' w z 0 — __ — = z L O 6 O O O II cn_ I „ _ — SCALE 1 60 J I I a I 1 O 15 I I I 10 BLOCK 4 LLI BLOCK 6 Q = w III L� Q � O I J O � 11 II SEE SHEET C4.5 I 1 z IN WATER MASTER LEGEND 1 I III � Q I 9 I U 1 25 II 11 I I DOUBLE WATER SERVICE PER CITY OF MERIDIAN W STANDARD DRAWING W1 AND W3. EACH SERVICE TO BE n II I I I CT— -w w E. ARIMO ST. - TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN V u� IE. IMO��ST. s LINE s 4 I THE SAME METER BOX. z � 7---- SINGLE L� O I N WATER SERVICE PER CITY OF MERIDIAN r n ° O I II I I I OU STANDARD DRAWING W1 AND W2 V O will II 12 _ — — L I I f 1 c I I I O n BLOCK 5 I Q Q O I I 23 13 1 II IIZ� I WATER KEYNOTES m ° I I BLOCK 3 I J O m INSTALL: EL TEMOWOFF 11 I `` O II O I O PER PMERII MERORARY IDIAN AWING W13 I I °I (Q I I 1 - 12" GATE VALVE IN LINE Z W 0 N 22 I 15 1 a w 11 al I I I U 0 � 1 1 �' ogo 3 O Ld I I I I 9 21 16 I I LIJ I- 1 `� U II 11 N 11 1Z ; L-J I SEWER LEGEND O 1 - II L F- I O O w - O 10 1 -w TANTON I I s NEW 8" SEWER MAIN FUTURE P R EVAI L ,�, Q _ _ I — 20 11 17 og I Q J EXISTING 8" SEWER MAIN SUBDIVISION 2 Z Q - I W - - - - NEW 4" SEWER SERVICE V3 BLOCK 4 l i , O2 I 11 w 7 Ili _ 19 I i H O O w 3 BLOCK 5 1 748" DIAMETER SEWER MANHOLE BLOCK 3 w_ i-- Ile Z BLOCK 7 EXISTING 48" DIAMETER SEWER MANHOLE hill II 1 I IQ I L2 4" SEWER SERVICE LABELBLOCK 2 Q ST 6+ O STA: = SEWER MAIN STATI ONING V 43.0' L OR R = LENGTH OF 4°O Z N 27.48 SERVICE LEFT OR RIGHT OF MAIN LINE.OO I J INV 27.48 = 4" SEWER SERVICE DEPTH �' 13 10 FEET BEHIND PROPERTY LINE. I ; I 5 SEE SHEET C4. 6 w I I LIJ CUSICK - u� SICK LINE A Lv I - s LINE B - S - S - S LINE B - s - - - - s - 5 � LINE F \ a 4 I I I Q NOTE II I I I J I II BLOCK 1 W BLOCK 8 SEE SHEET C4.4 BLOCK 8 IQ CONTRACTOR IS RESPONSIBLE FOR MEETING II THE CITY OF MERIDIAN SPECIFICATION FOR II I 3 - w� 12 Q CORRECT LOCATION/PLACEMENT OF FIRE I� HYDRANTS AND WATER METERS. LOCATIONS 41 O O 11 SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED PIR PIB— O O O FOR EXACT LOCATIONS OF METERS OR FIRE — — — — - HYDRANTS. N 3 - - - — TOE - - - - I � 13 w rn i � CD 04 J N 14 ��i � \ I U) CD Y C, w w OI N O BLOCK 7 co _ U � N m \ w \ O z � = Qw ~ J 15 •� 0- o c� cl) I� S\oNAL F^' I , �5 \ST& V�l LL W ``I BLOCK 8 9412 01/08/20 N a ±179 LF 12" WATER MAIN sT �0 Of j j \ t 151 LF 12" WATER MAIN I I q S. K IN��P 1 1 17 I �Iil SHEET 1/4 I — _ z J _ — z W / W1 16 E. QUARTZ CREEK ST. C4 . 0 S36 S31 E. QUARTZ CREEK ST. I Lo I I co - - - - - - - - - - - - - - - �_______� _ WATER MASTER LEGEND I l - --X x - - - - ai a - air T 7 i i o } } \ DOUBLE WATER SERVICE PER CITY OF MERIDIAN STANDARD DRAWING W1 AND W3. EACH SERVICE TO BE TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN O N I THE SAME METER BOX. O BLOCK6 SINGLE WATER SERVICE PER CITY OF MERIDIAN o 1 Z FUTURE P R EVA I L I O 0 30' STANDARD DRAWING W1 AND W2 O cn t128 LF 8" WATER MAIN 2 SUBca I CDSCALE 1" = 30' Q w Lu I I o t101 LF 8" WATER MAIN t85 LF 8" WATER MAIN t19 LF 8" WATER MAIN WATER KEYNOTES J t260 LF 8" WATER MAIN t27 LF 8" WATER MAIN J � O N I + Jim �JN I ^^ ccD I/�- V + I 00 Q) J cD I= J I"� J� CD C00 N r- 111 I¢o�� I�o�� 1+o �� I� o Iro o II+ o�I 1 INSTALL: Q � �z � oz �zz O 1 - 8" GATE VALVE J Q �� J O } + ® } 5 } 5 } } 2 POTABLE/NON-POTABLE CROSSING. SEE WATER NOTE 3 Q I I I I I I SSMH 15 1 N O AND 9 ON COVER SHEET C1.0. U SSMH 2 I 6 2 2 1 LINE A-STA: 2+66.17 EXISTING-STA: 4+31.64 - - - - _ _ 2 2 LINE C-STA: 0+00.00 2 2 2 3 INSTALL: I W LINE A-STA: 0+00.00 1 - 8" TEE (ALL FLG) �/ of W M M M M M U O 2 - 8" GATE VALVE (FLGxMJ) z 1 N �' I I - l 0 2 - S. SCANDIA AVE. - 4 2 3 1 0 b M 1 - 8" FLGxMJ ADAPTER _ _ _ _ _ S. SCANDIA AVE. 4 0 18� (I� O 0 1 0 I s LINE A 1+,00 s T s 2+00 s 3+OOS 2 S 4+00 1 S 55+00 - - Ll._I INSTALL: V ° �p I LINE A �6 LINE A NIlk 5 LJ..I 4 1 - 8"x6" TEE (MJxFLG) 0 i 2 - - - - - - - - - - - - - - - - - - - 2 = O 1 - 6" GATE VALVE (FLGxMJ) Q N Q - - - - - - - ±16 LF 6" WATER MAIN TO FIRE HYDRANT. w - - - - - - - - - - - - - - - - 0 ------------ ------ ------ - - (n U-if 7.,t SSMH 8 5INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIANSTA: 5+46.47 - _ LLI STANDARD DRAWING W7. O t89 LF 8" WATER MAIN vll_ Lv W Ly Ucn I io ? r + o �' v ' INSTALL: LLJI Lv I N I I I - - - - - - - / < �Q � I I.. �� o� 6 1 - 8" 45` BEND m Q I I 0 0Li m U z l I 6 Ico CD INSTALL: C TEMPORARY BLOW-OFF PER MERIDIAN DRAWING W13 I I� o 1 - 8" GATE VALVE IN LINE wIUli �+ - - - - - - - - - - - SEE SHEET H �E IIE T C4.5- - - - - - - - - - - - - - - J -81d II io(n EXISTING SSMH 6 LL_ STA: 5+03.70 O O O O w BLOCK 5 WILL. LLj N SEWER LEGEND Wp BLOCK 4 � QU NEW 8" SEWER MAIN O EXISTING 8" SEWER MAIN NEW 4" SEWER SERVICE • 48" DIAMETER SEWER MANHOLE EXISTING 48" DIAMETER SEWER MANHOLE LINE A PROFILE 0+00 1 +00 2+00 3+00 4+00 5+00 5+75 STA: 6+82 4" SEWER SERVICE LABEL W STA: = SEWER MAIN STATIONING_ � 43.0 L 43.0' L OR R = LENGTH OF 4" ~ INV. 27.48 SERVICE LEFT OR RIGHT OF MAIN LINE. FINISHED GRADE - ' INV 27.48 = 4" SEWER SERVICE DEPTH VERTICAL SCALE _ - - - 10 FEET BEHIND PROPERTY LINE. Q _ W SCALE 1" = 3' _ _ _ _ - - - - - - SEWER KEYNOTES � 2720 - - - - - - - EXISTING GRADE 2720 - - - - - - O CONSTRUCT NEW SSMH WITH 8" INVERT AT 2705.90'. SEE Q - - - - - - - - - n SHEET C4.8 FOR CONNECTION TO EXISTING 12" SEWER MAIN. \ Z Z 8„ WATER MAIN INSTALL SLEEVE ON SEWER SERVICE THROUGH SEEPAGE BED \ 12" C-900 2 PER ACHD DETAIL 07 OF SECTION 8200 OF ACHD POLICY STORM DRAIN MANUAL. CONTRACTOR TO INSURE SEWER SERVICE CLEARS \� BENEATH STORM DRAIN. 271 2715 8" WATER MAIN LLJ 48"0 SSMH 8 = 8„ SEWER 1'69% 5+46.47 LINE A- WR NOTE 276.2.9 LF RIM 2724.1 t N 8" IN 2715.46-S CONTRACTOR IS RESPONSIBLE FOR MEETING 8" OUT 2715.36-N z THE CITY OF MERIDIAN SPECIFICATION FOR w 8 CORRECT LOCATION/PLACEMENT OF FIRE CC cn � � ow HYDRANTS AND WATER METERS. LOCATIONS LLB 2710 2710 SHOWN ON PLAN ARE FOR REFERENCE I-Iftz `� - 00 Q } PURPOSES ONLY AND SHALL NOT BE USED (7 8 48"0 SSMH 15 FOR EXACT LOCATIONS OF METERS OR FIRE w " o � o C) LF SEWER 20 1.79% z Y o � 2+66.17 LINE A-SW N �' o f 262.11 0+00.00 LINE C-SWR HYDRANTS. o RIM 2719.7t CD N m 8" IN 2710.69-S V m o 8" IN 2710.69-W w 4" IN 2711.03-E z � 8" OUT 2710.59-N Q w I w = Q o v o LL o 270 1 2705 5\o N A L F 48"0 SSMH 2 NOTE: �5 \S T e tiC 4+31.64 EXISTING SEWER-SWR 1.) ALL SEWER PIPE LENGTHS ARE FROM I 0+00.00 LINE A SEWER FACE OF MANHOLE TO FACE OF MANHOLE. RIM 2718.2t 12" IN 2705.57-W 2.) SEWER MANHOLES TO BE CONCENTRIC 9412 8" IN 2705.90-S AND ARE TO BE INSTALLED WITH NO 12" OUT 2705.57-E SUMPS. 01/08/20 2700 2700 S. K I 0+00 1 +00 2+00 3+00 4+00 5+00 5+75 SHEET C4 . 1 W 00 NOTE SEE SHEET C4. CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR 3 BLOCK 7 CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. LOCATIONS p t135 LF 8" WATER MAIN SHOWN ON PLAN ARE FOR REFERENCE p �+ o 30' 60' 00 J PURPOSES ONLY AND SHALL NOT BE USED IQzl IQ >I FOR EXACT LOCATIONS OF METERS OR FIRECD J N I SEE SHEET C4.4 BLOCK 8 O 0 SEE SHEET C4. 6 HYDRANTS. Q I SCALE 1" = 30' Qcn > � I W LL_l ±91 LF 12" WATER MAIN I Ill w - - z I / N m t143 LF 12" WATER MAIN WATER MASTER LEGEND z U 7 2 2 4 w O z SSMH 19 I J ° z STA: 1+74.24 J J nn 6 3 22 DOUBLE WATER SERVICE PER CITY OF MERIDIAN �O O �-- 180° S. SCANDIA AVE. 2 o 2 LLI \� 9 STANDARD DRAWING W1 AND W3. EACH SERVICE TO BE W - o - `D /_�- z L Z L TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN 0 Q Ll._I s 6+00 7 00 SSMH 9 I 2 SNOWDEN o `90• o - THE SAME METER BOX. c., s o tic o SNOWDEN JI=) LINE A LINE A-STA: 7+37.95 D C) t - - - - �vo LINE F-STA: 0+00.00 m O'dkko N LINE D s 1+00 LINE D �1 24 J O __ __ ___ _ _ - - - - 2 - - - - s 11 SINGLE WATER SERVICE PER CITY OF MERIDIAN Q 00 --�� -i 2 _--- _ _ 2 - 2 II STANDARD DRAWING W1 AND W2 U --- -J�----------1 ----- LL_l 1 SSMH 8 1 8 4 _ _ W -1 -__� _ � LL_I - - - - - STA: 5+46.47 - - -�- - - - - - - � � � SSMH 18 1 � `-{8� LrlSTA: 0+00.00 �/ I z (/� - - - - - - - - - - � � + o Imo`+ o� I� o �� 2 00' �' STA: 7+82 11 z Q N IQ �I Y - �3.0 (� I �� F': I WATER KEYNOTES O O N NJ J f f INv. 21.19 O to a NI Io o NI I+o rCN o O ±65 LF 8" WATER MAIN Q J I v VJ N� z N�I INSTALL: Q w M -J I O1 1 - 8" TEE (FLGxMJ) N �1A -t87 LF 8" WATER MAIN cc I t165 LF 12" WATER MAIN 2 - 8" GATE VALVES (FLGxMJ) W I llo� 1 � Q 2 O 2 POTABLE/NON-POTABLE CROSSING. SEE WATER NOTE 3 Q � BLOCK 5 � SSMH 17 � AND 9 ON COVER SHEET C1.0. LL > ° LINE B-STA: 6+76.08 LINE D-STA: 0+92.98 a l w L I ° INSTALL: m O I � I 1 - 12"x8" TEE (ALL FLG) 1 - 12" GATE VALVE (FLGxMJ) O 1 - 8" GATE VALVE (FLGxMJ) O o 1 - 12" FLGxMJ ADAPTER W I-' m INSTALL: PREVAIL WAY Lv I O O O O N I O 1 - 8" 45° BEND Lv 9+00 SSMH 10 s W LINE A_STA: 8+72.92 LINE A � I O PRESSURERRICONTRACTOR OGATIONTAND AIN 1WATEER MAIN.RATION BETWEEN 4" ° LINE 6 STA: 0+00.00 3 aid �Y Ll__I INSTALL: ° 00 O O TEMPORARY BLOW-OFF PER MERIDIAN DRAWING W13 O O f c/) air 6 I 1 - 12" GATE VALVE IN LINE _ I INSTALL: 7 1 - 8" TEE (ALL FLG) SEE SHEET C4.4 O 2 - 8" GATE VALVE (FLGxMJ) 1 - 8" FLGxMJ ADAPTER O INSTALL SLEEVE ON WATER SERVICE THROUGH SEEPAGE BED PER ACHD DETAIL 07 OF SECTION 8200 OF ACHD POLICY MANUAL. W INSTALL: O 1 - 12" 90• BEND L� LINE A PROFILE 0 5+00 6+00 7+00 8+00 9+00 LINE D PROFILE 0� 0+00 1 +00 1 +74 El- VERTICAL SCALE W VERTICAL SCALE 0 3' 6' s NEW 8" SEWER MAIN 0 3' 6' Q EXISTING GRADE EXISTING 8" SEWER MAIN � SCALE 1" = 3' EXISTING GRADE I O 2730 - - - - - - - - - - - - - - - - - 2730 SCALE 1" = 3 - - - - _ NEW 4" SEWER SERVICE - - 2730 _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 2730 • 48" DIAMETER SEWER MANHOLE EXISTING 48" DIAMETER SEWER MANHOLE FINISHED GRADE 4" SEWER SERVICE LABEL FINISHED GRADE STA: 6+82 STA: = SEWER MAIN STATIONING Oct / D INV3 07.48 43.0' L OR R = LENGTH OF 4" 5 z z SERVICE LEFT OR RIGHT OF MAIN LINE. a 4" PRESSURE INV 27.48 = 4" SEWER SERVICE DEPTH IRRIGATION 2725 2725 o 0 10 FEET BEHIND PROPERTY LINE. 272 12" WATER MAIN 725 z_ Y 16" C-905Co _ - - - : STORM DRAIN w w z. TER MAIN 12" WATER MAIN `� � a 8 WA $$ LF 8" SEWER © 1.48% SEWER KEYNOTES z w o Q' o 98 LF 8" SEWER @ 0.61% 4 77.26 Q wT oN cr a V J 00 d 48"0 SSMH 19 INSTALL SLEEVE ON SEWER SERVICE THROUGH SEEPAGE BED W o N 00Lj o c� o 1+74.24 LINE D-SWR PER ACHD DETAIL 07 OF SECTION 8200 OF ACHD POLICY 48"0 SSMH 18 = _ 2720 2720 RIM 2730.1t 1 MANUAL. CONTRACTOR TO INSURE SEWER SERVICE CLEARS a 0+00.00 LINE D-SWR m 8" WATER MAIN 4 2720 RIM 2728.5t 48" SSMH 17 _ 8" OUT 2723.13-N 2720 BENEATH STORM DRAIN. V � Q 8" OUT 2722.53-S m � Es ER @ 1.14% 0+ 2.98 LINE D-SWR z 131.01 LFRIM 2729.3t c� w 4 NOTE: 8" IN 2721.99-S � = Q 48"0 SSMH 10 1.) ALL SEWER PIPE LENGTHS ARE FROM 8" O 2721.89 m v o o 1.05% 8+72.92 LINE A-SWR 8" OUT 2721.89-E 1g7,48 LF 8" SEWER @ 0+00.00 LINE B-SWR FACE OF MANHOLE TO FACE OF MANHOLE. RIM 2728.7t 5\o NA L F T48"O SSMH 9 8" IN 2719.11-S 2.) SEWER MANHOLES TO BE CONCENTRIC \STE �Gl/ 7+37.95 LINE A-SWR 8" IN 2719.11-W AND ARE TO BE INSTALLED WITH NO 2715 0+00.00 LINE F-SWR 8" OUT 2719.01-E 2715 SUMPS. RIM 2727.3t w 8" IN 2717.52-W 2715 2715 9412 48"0 SSMH 8 8" IN 2717.52-E 0+00 1 +00 1 +74 01/08/20 5+46.47 LINE A-SWR NOTE: RIM 2724.1t 8" OUT 2717.42-N �'S ATE OF \OP 0 Q' 1.) ALL SEWER PIPE LENGTHS ARE FROM r �. RI IN 24.1±6-S FACE OF MANHOLE TO FACE OF MANHOLE. ,yq 8" OUT 2715.36-N �S. KIN 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE INSTALLED WITH NO SUMPS. SHEET 2710 2710 5+00 6+00 7+00 8+00 9+00 C4 . 2 m 00 Ln SEE SHEET C4.0 W FOR WATER PLAN cy) NOTE �� \ I I O Y CONTRACTOR IS RESPONSIBLE FOR MEETING \ \ \ I ( I Op THE CITY OF MERIDIAN SPECIFICATION FOR I �� BLOCK 7 O a WWII I z0 CORRECT LOCATION/PLACEMENT OF FIRE \ I I HYDRANTS AND WATER METERS. LOCATIONS N, ±35 LF 8" WATER MAIN I w SHOWN ON PLAN ARE FOR REFERENCE I ±85 LF 8" WATER MAIN t I Q alD- I 0 30' 60' w PURPOSES ONLY AND SHALL NOT BE USED ±30 LF 8" WATER MAIN z FOR EXACT LOCATIONS OF METERS OR FIRE / I _ _:� 1 SCALE 1 30' " = J O HYDRANTS. � t69 LF 8" WATER MAIN 7 W 1 � � CD SSMH 13 ±49 LF 8" WATER MAIN STA: 11+75.48 4 2 I W 10 Q O I � Q 2 6 3 I I WATER MASTER LEGEND J O o PREVAIL WAY _ 1 I _ '� 12 00 S I I S 13 0 13+ 4 9 III DOUBLE WATER SERVICE PER CITY OF MERIDIAN U O O o 141' LINE A I STANDARD DRAWING W1 AND W3. EACH SERVICE TO BE w O -1W f 153 LF 8" WATER MAIN 2 I TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN n SEE SHEET C4.2 _ a. III THE SAME METER BOX. z O U ±50 LF 8" WATER MAIN \ ±44 LF 8" WATER MAIN O S :� I SSMH 14 11 SINGLE WATER SERVICE PER CITY OF MERIDIANU SSMH 12 STA: 13+42.43 a f id STANDARD DRAWING W1 AND W2 (D O° STA: 10+82.06 O Y w 11 z 4 � O W 7 SSMH 11 '� �9i N STA: 10+05.80 rn \G o, X\ o NI f 4 9 91. \ �� S� z t151 LF 12" WATER MAIN v~i O Y a Q �0 2 W I WATER KEYNOTES O ° f q \ 6 - PREVAIL WAY ° O � W \ 0Ilk 1� 9+00 S LINE A - 10 0 \� ��♦ 1 INSTALL: m / SSMH 10 S V a III O 1 - 8" TEE (FLGxMJ) 0 O LINE A-STA: 8+72.92 I 2 - 8" GATE VALVES (FLGxMJ) O LINE B-STA: 0+00.00 3 O-1 W I I I O POTABLE/NON-POTABLE CROSSING. SEE WATER NOTE 3 AND 9 ON COVER SHEET C1.0. ° N f O \ I I I 1 INSTALL: O�yd9�\ I I 1 O 1 12"x8" (MJxFLG) CROSS W cn m O \�0��70 O O O O f I 2 - 8" GATE VALVES (FLGxMJ) O O INSTALL: � O SEE SHEET C 4.4 $ O , - 8" 22.5` BEND O O O CONTRACTOR TO MAINTAIN 18" OF SEPARATION BETWEEN 6" PRESSURE IRRIGATION AND WATER MAIN. INSTALL: O1 - 8'x6" TEE (MJxFLG) 6 1 - 6" GATE VALVE (FLGxMJ) ±10 LF 6" WATER MAIN TO FIRE HYDRANT. LINE A PROFILE O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN W 8+50 9+00 10+00 11 +00 12+00 13+00 13+42 STANDARD DRAWING W7. I L� INSTALL: O VERTICAL SCALE EXISTING GRADE - - - - _ _ 08 TEMPORARY BLOW-OFF PER MERIDIAN DRAWING W13 O Oi _ - - - - - - 1 - 12" GATE VALVE IN LINE O 0 3' 6' - - - - - - - - - - - - - - - - - - - - - - - - - N - - _ - INSTALL: _ - - - 12" GRAVITY 1 - 8" 11.25° BEND SCALE 1" = 3' _ - � IRRIGATION � - 6" PRESSURE INSTALL: _ 10 TEMPORARY BLOW-OFF PER MERIDIAN DRAWING W13 IRRIGATION O 2730 - - - 5 2730 1 - 8" GATE VALVE IN LINE FINISHED GRADE 8" WATER MAIN 8" WATER MAIN SEWER LEGEND 2725 MAIN 725 w 8 WA1ER s NEW 8" SEWER MAIN a i EXISTING 8" SEWER MAIN (DN o 162.95 LF 8" SEWER © 0.41% NEW 4" SEWER SERVICE cc N U w rn i 1 89.42 LF 8" SEWER @ 0.40% ccn o 72.26 LF 8" SEWER ® 0.40% � 48"� SSMH 14 48" DIAMETER SEWER MANHOLE ' N Q � Ji � 8„ SEWER p 1.32% 13+42.43 LINE A-SWR EXISTING 48" DIAMETER SEWER MANHOLE `� Q w o w 2720 LF cr 48"0 SSMH 13 RIM 2733.9t (D a- - 4 48"0 SSM 12 11+75.48 LINE A-SWR 8" OUT 2722.43-N 2720 RIM 2732.4t 4" SEWER SERVICE LABEL w C) V) N o o 48"0 SSMH 11 10+82.06 LINE A-SWR STA: 6+82 10+05.80 LINE A-SWR RIM 2731. t 8" IN 2721.76 S = _ RIM 2730.5t - 43.0' L 43.0' L OR R MAIN 4" o "' 8" IN 272 .30-SE 8" OUT 2721.66-NW � � � 8" IN 2720.91-SE 4" IN 272 .64-SW INV. 27.48 V � m SERVICE LEFT OR RIGHT OF MAIN LINE. � Q T48"O SSMH 10 4" IN 2721.25-SW 8" OUT 2 21.20-NW IN V 27.48 = 4" SEWER SERVICE DEPTH °� o 0 8+72.92 LINE A SWR 8" OUT 2720.81-N 10 FEET BEHIND PROPERTY LINE. z 0+00.00 LINE B SWR <oo� = Q J RIM 2728.7t o v o Li- o 8" IN 2719.11- 8" IN 2719.11- 2715 8" OUT 2719.01 E 2715 5\o NA L F NOTE: Ik �S T e 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE TO FACE OF MANHOLE. 2.) SEWER MANHOLES TO BE CONCENTRIC 9412 AND ARE TO BE INSTALLED WITH NO 01/08/20 SUMPS. �yq�S oK IN� �P 2710 2710 SHEET 8+50 9+00 10+00 11 +00 12+00 13+00 13+42 C4 . 3 Lo 00 N Lo N w E WATER MASTER LEGEND cY) O F MERIDIAN S DOUBLE PPEDRTODMA NNINDIVID INDIVIDUALLY BUT METERSV HOUSED B FUTURE PREVAIL IN c? SUBDIVISION - 21 �J THE SAME METER BOX. r 0 ___ 7 0 30' 60' L - - SINGLE WATER SERVICE PER CITY OF MERIDIAN Q STANDARD DRAWING W1 AND W2 � SEE SHEET C4.2 BLOCK 2 BLOCK 3 SCALE 1" = 30' W i I I t92 LF 8" WATER MAIN I I z z ±29 LF 8" WATER MAIN ±249 LF 8" WATER MAIN ±125 LF 8" WATER MAIN ±142 LF 8" WATER MAIN t135 LF 8" WATER MAIN O 1 I 2 7 I I 6 = O O �� O I O r �� w �' ��c�o O O Z N I� NI 1 CD NI w NI SEE SHEET C 4. 6 BLOCK 5 i i WATER KEYNOTES J � J l �� I N o N 1 } } 1 13 1 1 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN rQ o O , O STANDARD DRAWING W7. U U 6 f 2 2 2 4 2 2 2 4 LINE A-STA:S$M 90 3 I- 2 POTABLE/NON-POTABLE CROSSING. SEE WATER NOTE 3 z f w w w w w w w =4LINE B-STA: 0+00.00 LL_I O AND 9 ON COVER SHEET C1.0. _ g o CUSICK I o - CUSICK _ �� 8 - - - - o - CUSICK o = INSTALL: U LINE B /// 2 o 2 2 180° 2 LINE B 2 LINE B 2 LINE A O 1 - 8" TEE (FLGxMJ) O s s s s s s 2 - 8" GATE VALVES (FLGxMJ) N Q lie 0 6+ .08 0 o, 2 / 1 - 8" TEE (ALL FLG) � Q 2 - 8" GATE VALVE (FLGxMJ) I I SSMH 16 I I (� O w N } } } } } } } STA: 2+86.08 } } } } f f 1 - 8" FLGxMJ ADAPTER o f o m LLL o Lfn) O CONTRACTOR TO MAINTAIN 18" OF SEPARATION BETWEEN 4" w W ° 0 0 �" o I CO "�' J vMl I"�' J`NVI �� J�I IJj Vo' J�I Imo' J`wl Io �'I I� J�I J cool J I� J PRESSURE IRRIGATION AND WATER MAIN. ° + rrj + N + rrj + rj + rrj + rrj + r7 + i.lj + i.(j + N + N w N I� �NI I �NI I+ �NI I+ �NI I� q NI I"' �NI I"' �NI IN �NI I� �NI Z y Q N> Q Q > Q N> Q N> Q N> Q N> Q N> Q N> Q N> Q N> N N>z NN z z N z N zl N zl v v v Q INSTALL: O � � � � � � I � 1 - 12"x8" TEE (ALL FLG) � o O 1 - 12" GATE VALVE (FLGxMJ) W SEE SHEET C4.2 w 1 - 8" GATE VALVE (FLGxMJ) z 1 - 12" FLGxMJ ADAPTER a a OINSTALL: 12 O TEMPORARY BLOW-OFF PER MERIDIAN DRAWING W13 W BLOCK8 1 1 - 8" GATE VALVE IN LINE ° Q � INSTALL: U O O O O O O O O O O O 1 - 8x6" TEE (MJxFLG) O 1 2 3 4 5 6 7 8 9 10 11 I O 1 - 6" GATE VALVE (FLGxMJ) SEE SHEET C4.3 t16 LF 6" WATER MAIN TO FIRE HYDRANT. � SEWER LEGEND W LINE B PROFILE s NEW 8" SEWER MAIN 6+76 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 EXISTING 8" SEWER MAIN m VERTICAL SCALE NEW 4" SEWER SERVICE 0 3' 6' • 48" DIAMETER SEWER MANHOLE EXISTING 48" DIAMETER SEWER MANHOLE � - - - - - - - - - - - - - - - EXISTING GRADE SCALE 1" = 3' _ _ - - - - - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - _ -- - - � Q _ _ _ _ _ _ _ _ _ 43.STA: 6+82 4" SEWER SERVICE LABEL 0' L STA: = SEWER MAIN STATIONING 2730 - - - 2730 INV. 27.48 43.0' L OR R = LENGTH OF 4" SERVICE LEFT OR RIGHT OF MAIN LINE. INV 27.48 = 4" SEWER SERVICE DEPTH 5 FINISHED GRADE 10 FEET BEHIND PROPERTY LINE. 4" PRESSURE D 5 IRRIGATION PRESSURE IRRIGATION °z D z IRRIGATION _ ? z 8" WATER MAIN NOTE uj 8" WATER MAIN 725 272 CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR CORRECT LOCATION/PLACEMENT OF FIRE z HYDRANTS AND WATER METERS. LOCATIONS w SHOWN ON PLAN ARE FOR REFERENCE W N PURPOSES ONLY AND SHALL NOT BE USED W ?� 3813.00 LF 8" SEWER @ 0.40% z w °O a 48"0 SSMH 17 HOYDRANAST LOCATIONS OF METERS OR FIRE - r C700 0 o Q Lj J N N � w Cl 2720 - . 0 2720 Z N Z N 0+92.98 LINE D-SWR N _ RIM 2729.3t o n 8" IN 2721.99-S 48"0 SSMH 16 '2 m K 8" IN 2721.99-N 2+86.08 LINE B-SWR V m o i 8" OUT 2721.89-E RIM 2730.1 t z L�j o 8" IN 2720.34-W 48"0 SSMH 10 8" OUT 2720.24-E 8+72.92 LINE A-SWR <ow� = Q J 0+00.00 LINE B-SWR o v o Li- o RIM 2728.7t 8" IN 2719.11-S NOTE: 8" IN 2719.11-W �5\0 NA L F� 2715 1.) ALL SEWER PIPE LENGTHS ARE FROM 8" OUT 2719.01-E 2715 Ik FACE OF MANHOLE TO FACE OF MANHOLE. 2.) SEWER MANHOLES TO BE CONCENTRIC 9412 AND ARE TO BE INSTALLED WITH NO SUMPS. 01/08/20 S.oK IN��P 2710 2710 SHEET 6+76 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 C4 .4 Lo 00 Lo V_ i N NOTE � I SEE SHEET C4. 1 CONTRACTOR IS RESPONSIBLE FOR MEETING O 6 5 4 3 2 I I � E THE CITY OF MERIDIAN SPECIFICATION FOR O 0 BLOCK 4 0 0 0 a I 1 0 j CORRECT LOCATION/PLACEMENT OF FIRE 00 I I I I HYDRANTS AND WATER METERS. LOCATIONS ' O I ±267 LF 8" WATER MAIN I I j 3 S SHOWN ON PLAN ARE FOR REFERENCE o PURPOSES ONLY AND SHALL NOT BE USED Q t21 LF 8" WATER MAIN t118 LF 8" WATER MAIN I I J o FOR EXACT LOCATIONS OF METERS OR FIRE w o o o I �I I� �2 HYDRANTS. LJJ IQ CD C) IQ zI I o>I C) �� Z I O O I I f SCALE 1" = 30' J 9 } } 5 1 } f } } I I (D O � O 6 2 2 3 2 2 2 / 2 12 3 WATER MASTER LEGEND J I- - - W W O E. ARIMO ST. rn 01 2 / E. ARIMO ST. °�`b ��. _ _ - / - DOUBLE WATER SERVICE PER CITY OF MERIDIAN U t o - I - I t / LINE C _ - O O LINE C // LINE C STANDARD DRAWING W1 AND W3. EACH SERVICE TO BE =STA5+04.97 5+ 9 0 4+00 s 3+00 S 2+00 s / 1+I00 SD INV=16.03 S g 0 TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN ^ W yo 2 / o• f THE SAME METER BOX. v of ti / SSMH 20 // SSMH 15 3 LINE A-STA: 2+66.17 �n LINE C-STA: 2+67.04 LINE C-STA: 0+00.00 SINGLE WATER SERVICE PER CITY OF MERIDIAN V L 0 3/ LINE E-STA: 0+00.00 m STANDARD DRAWING W1 AND W2 o O f III I f C) O 1 � w Q I to w 00 z III WATER KEYNOTES Q Q CD IFUTURE P R EVA I L I I - - _ 1 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN uj SUBDIVISION - 2 vi I I < O STANDARD DRAWING W7. CDm O BLOCK 3 O I 0 z 3 CD J 12 3 I I BLOCK 5 I I O AND POTABLE/NON ON -POTABLE EET CROSSING. O ING. SEE WATER NOTE 3 W I f I I � � SEE SHEET C 4. 6 SEE SHEET C 4. 1 INSTALL: O 1 8" TEE (ALL FLG) 2 - 8" GATE VALVE (FLGxMJ) 1 - 8" FLGxMJ ADAPTER W CONTRACTOR TO MAINTAIN 18" OF SEPARATION BETWEEN 4" O PRESSURE IRRIGATION AND WATER MAIN. �O INSTALL: 0 OTEMPORARY BLOW-OFF 5 PER MERIDIAN DRAWING W13 1 - 8" GATE VALVE IN LINE INSTALL: O1 - 8x6" TEE (MJxFLG) 6 1 - 6" GATE VALVE (FLGxMJ) ±16 LF 6" WATER MAIN TO FIRE HYDRANT. W LINE C PROFILE 5+25 5+00 4+00 3+00 2+00 1+00 0+00 2730 2730 0 SEWER LEGEND O VERTICAL SCALE � s NEW 8" SEWER MAIN W 0 3' 6' EXISTING 8" SEWER MAIN SCALE 1" = 3' NEW 4" SEWER SERVICE Q 2725 - _ _ _ 2725 � � 48" DIAMETER SEWER MANHOLE EXISTING GRADE EXISTING 48" DIAMETER SEWER MANHOLE STA: 6+82 4" SEWER SERVICE LABEL - - - - - _ - 43.0' L STA: = SEWER MAIN STATIONING INV. 27.48 43.0' L OR R = LENGTH OF 4" FINISHED GRADE - - - - - - - - - - - SERVICE LEFT OR RIGHT OF MAIN LINE. - - - - _ _ INV 27.48 = 4" SEWER SERVICE DEPTH 10 FEET BEHIND PROPERTY LINE. 2720 4° PRESSURE IRRIGATION 4 z 00 z" N cYj SEWER KEYNOTES w 8' WATER MAIN 4" PRESSURE 16" C-905 Cc � . rn 3. w IRRIGATION z 4 STORM DRAIN W `n " a, a 4 m � � °ocMo =� a PROVIDE MANHOLE WITH KNOCKOUTS, BOOTS AND PLUGS FOR Z w 0 o a OFUTURE CONNECTIONS OF 8" SEWER LINES. KNOCKOUTS Q Li C 4 "' c 2715 8" WATER MAIN 7 1 5 z = � N 233.g LF SHOULD BE AT INV ELEVATION 2715.82'. w C) Y o CI_ _ (10 148"'0 SSMH 21 8" SEW o C) 5 04.97 LINE C-SWR ER © 1 59q, o o N mRI 2723.8t V Q 1 8' IN 2715.82-NW m L�j i 8' IN 2715.82-SW B 8' OUT 2715.72-E z � Q w L�J w = Q - 263.04 LF 8" SEWER @ 0.46% o u o LL o T48 2710 216 SSMH 20 2710 �5s ,STE F �o N A L ti 0+00.00 LINE E-SWR I i NOTE: RIM 2721.2t 48"0 SSMH 15 1.) ALL SEWER PIPE LENGTHS ARE FROM 8" IN 2711.99-W 2+66.17 LINE A-SWR FACE OF MANHOLE TO FACE OF MANHOLE. 8" IN 2711.99-S 0+00.00 LINE C-SWR 9412 4" IN 2712.33-N RIM 2719.7t 2.) SEWER MANHOLES TO BE CONCENTRIC 8" OUT 2711.89-E 8" IN 2710.69-S 01/08/20 AND ARE TO BE INSTALLED WITH NO 8" IN 2710.69-W SUMPS. 4" IN 2711.03-E ,STATE OF 8" OUT 2710.59-N 2705 2705 SHEET 5+25 5+00 4+00 3+00 2+00 1 +00 0+00 C4 . 5 m 00 Ln i w N WATER MASTER LEGEND N c� \ DOUBLE WATER SERVICE PER CITY OF MERIDIAN O W--N* E \ STANDARD DRAWING W1 AND W3. EACH SERVICE TO BE Q �7 TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN 00 THE SAME METER BOX. O O o 0 0 s SINGLE WATER SERVICE PER CITY OF MERIDIAN cn BLOCK 5 000 STANDARD DRAWING W1 AND W2 Q W 0 30' 60' 0 30' 60' w � I z SCALE 1" = 30' SCALE 1" = 30' J O U CD ±260 LF 8" WATER MAIN ±207 LF 8" WATER MAIN SEE SHEET C4.2 WATER KEYNOTES o SEE SHEET C4.5 + J� + J + J� + - � - Q J o I� �I Q z ¢ z CD >I ¢ o>I Q o oNl o NI 3 I z INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF MERIDIAN 3 N ft- 74 z� n zl �n ?J ¢ten z w N STANDARD DRAWING W7.f- r- r- Jz N SSMH 226 STA: 4+00.00 O O POTABLE/NON-POTABLE CROSSING. SEE WATER NOTE 3 0AND 9 ON COVER SHEET C1.0. Z3 rI�22 222 U / INSTALL: vMM 3 1 - 8" TEE (ALL FLG) CPOLARIS _ - - - - - POLARIS 3 � BLOCK 7 2 - 8" GATE VALVE (FLGxMJ) - OS , i 1+00 4 � 3+00 w1 - 8" FLGxMJ ADAPTER Q N0 0 2+0LINE E s s ssLINE E s 0 LLI CUSICK I 9 INSTALL: Ill o, 2 2 2 9° = 0 0 SSMH 24 O 1 - 8x6" TEE (MJxFLG) o 0 LINE A LINE B 0+ 6 STA: 0+57.65 4 1 - 6" GATE VALVE (FLGxMJ) - C) 3 s ±16 LF 6" WATER MAIN TO FIRE HYDRANT. O Q I I 7 � � o 1 Lv 2 O 331 ui W o w _ CD + IN O�I I� NI \ �•�y�� c J - "-� o"o oNo oNo N :_ W N n N z z Y SSMH 9 + 0 8 Li vcn LINE A-STA: 7+37.95 N SEWER LEGEND LINE F-STA: 0+00.00 N N z� � o SEE SHEET C4.5 s NEW 8" SEWER MAIN o 3 EXISTING 8" SEWER MAIN BLOCK 3 O O O NEW 4" SEWER SERVICE O O O O • 48" DIAMETER SEWER MANHOLE o O O EXISTING 48" DIAMETER SEWER MANHOLE STA:-6+T2 4" SEWER SERVICE LABEL 43.0' L STA: = SEWER MAIN STATIONING INV. 27.48 43.0' L OR R = LENGTH OF 4" SERVICE LEFT OR RIGHT OF MAIN LINE. INV 27.48 = 4" SEWER SERVICE DEPTH 10 FEET BEHIND PROPERTY LINE. W LINE E PROFILE 0+00 1 +00 2+00 3+00 4+00 Li- 2730 2730 C) EXISTING GRADE - _ _ - o o, _ _ - - - LINE F PROFILE � VERTICAL SCALE - - - 0+00 0+58 NOTE o 0 3' 6' - - 2730 2730 0 0 EXISTING GRADE CONTRACTOR IS RESPONSIBLE FOR MEETING VERTICAL SCALE THE CITY OF MERIDIAN SPECIFICATION FOR FINISHED GRADE - - - - - - CORRECT LOCATION/PLACEMENT OF FIRE SCALE 1" = 3' _ _ _ - - - 0 3' 6' HYDRANTS AND WATER METERS. LOCATIONS o 2725 _ _ _ _ - - 725 SHOWN ON PLAN ARE FOR REFERENCE FINISHED GRADE SCALE 1" = 3' PURPOSES ONLY AND SHALL NOT BE USED _ - - - - FOR EXACT LOCATIONS OF METERS OR FIRE - - - - - HYDRANTS. - - - - - 272 725 Zz Z_ co 2720 2720uj V7 g" WATER MA1 T� i 48"0 SSMH 22 4+00.00 LINE E-SWR o RIM 2728.5t z 4" IN 2720.67-W CC Y 8" OUT 2720.33-N 2720 2720% w Co / 396.00 LF 8 EW SEWER Lij v~i o cD JI a 271 2715 �� 0+57.65 LINE F-SWR !ZIP N CD z Y � o 48"0 SSMH 24 � � a RIM 2727.6t ,1; o ; oCD 4" IN 2719.98-SE 8" OUT 2719.64-W CD m U) 48"0 SSMH 9 V 7+37.95 LINE A-SWR m L ! 2715 0+00.00 LINE F-SWR 2715 w RIM 2727.3t Q w 8" IN 2717.52-W < w o v o LL_ o NOTE: 8" IN 2717.52-E NOTE: 48"0 SSMH 20 1.) ALL SEWER PIPE LENGTHS ARE FROM 8" OUT 2717.42-N 1.) ALL SEWER PIPE LENGTHS ARE FROM 271 O FACE OF MANHOLE TO FACE OF MANHOLE. 2710 FACE OF MANHOLE TO FACE OF MANHOLE. �510`ST � Fti 0+00.00 LINE E-SWR RIM 2721.2t 2.) SEWER MANHOLES TO BE CONCENTRIC 2.) SEWER MANHOLES TO BE CONCENTRICIk 8" IN 2711.99-W AND ARE TO BE INSTALLED WITH NO 8" IN 2711.99-S SUMPS. AND ARE TO BE INSTALLED WITH NO SUMPS. 9412 4" IN 2712.33-N w 8" OUT 2711.89-E 2710 2710 61 01/08/20 0+00 0+58 c�yq 2-E OF 0' KI 2705 2705 SHEET 0+00 1 +00 2+00 3+00 4+00 C4 . 6 SEE SHEET C4.9 _ - "� �� - �,r->< x _ Lo 00 6 1 -lyl GIR GIR GIR GIR N Ln EG- - - - - - - �\ 4 II 19 20 21 22 23 24 25 I 16 N W E t26 LF 12" WATER MAIN > 1 p-- p 5 - _ CD ±61 LF 12" WATER MAIN I III S C) 00 w I I \p p \ I � I III z ' I I I I p t 147 LF 12" WATER MI i IIN FUTURE PREVAIL o I(D PREVAIL # 1 SUBDIVISION 2 0 30' wa SUBDIVISION w \\ p \ I III ±402 LF 8" WATER MAIN \ \ I I ±16 LF 12 WATER MAIN I SCALE 1" = 30' z \ 11 BLOCK 6 J o II p \ WATER MASTER LEGEND z Q \ \ 00 J o - - - - - - - - - - - - - - - - - - — - - DOUBLE WATER SERVICE PER CITY OF MERIDIAN - - - - - - - - - - - - - - - - - - - - - - a p p STANDARD DRAWING W1 AND W3. EACH SERVICE TO BE TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN U F 4 yy W w - - - w— w - w- THE SAME METER BOX. c W p FUTURE CALDERA - - = SINGLE WATER SERVICE PER CITY OF MERIDIAN - - -- - - - - - -- - - -- - - -_ - _ ----- ------ z 3 L~LI 1$SS 12SS SS ' -12SS ' 12SS 12SS ' 12SS I 12SS 12SS 12S +00 12S8 = STANDARD DRAWING W1 AND W2 o 12SS1 + 13+ 2+0 11+00 10+00 9+00 - - - - - - - - -�- - EXISTING SSMH 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � o �I Q w STA�12+78.47 LLJ � — - � EXISTING SSMH 3 LL_I — — = STA: 8+79.99 WATER KEYNOTES Q w I IIclq O o I Q a l BLOCK 1 INSTALL: LL I I I I 17 I I o 1 - 12" 90° ELBOW m W \ a INSTALL: / m 1 - 12" TEE (ALL FLG) Q- O 2 2 - 12" GATE VALVES (FLGxMJ) I I FUTURE P R EVA I L 33 O 1 - 8" GATE VALVE (FLGxMJ) W I 1 - 12"x8" REDUCER m I SUBDIVISION B D I V I S I O N - 2 Z I 3 1N- 8" TEE (ALL FLG) I 3 - 8" GATE VALVES o w I I I I I 29 30 31 32 34 4 INSTALL: Q O 1 12 45° BEND � �o O � EXISTING SEWER PROFILE O INSTALL: 14+50 14+00 13+00 12+00 11 +00 10+00 9+00 8+00 7+50 1 - 12" 90° BEND 2730 2730 O INSTALL: 1 - 12" 90° GATE VALVE \ \ W � \ SEWER LEGEND L� 2725 W O 2725 \ s NEW 8" SEWER MAIN u VERTICAL SCALE I / - - - - - - - - - - - - - - - - - - _ - - - - - EXISTING GRADE EXISTING 8" SEWER MAIN �o \ - - - - - - - - - - - - _ _ _ _ - �- 0 3' 6' / I I - - - - - - - - - - - - NEW 4" SEWER SERVICE SC LE 1" -3' 48" DIAMETER SEWER MANHOLE U-) o FUTURE PHASE 2 "2720 EXISTING 48 DIAMETER SEWER MANHOLE W 2720 I FINISHED GRADE z z z I I 4" SEWER SERVICE LABEL I I - STA: 6+82 43.0' L STA: = SEWER MAIN STATIONING INV. 27.48 43.0' L OR R = LENGTH OF 4" I SERVICE LEFT OR RIGHT OF MAIN LINE. 8" WATER MAIN INV = " WER SERVICE DEPTH II II 10�FEE�"BEHINDOPERTY LINE. 12" WATER MAIN CONTINUES UP 8" WATER MAIN FIRE ACCESS ROAD 41 2715 I I � � 2715 II I I I I NOTE C7 N o I I CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR W I Cc o of w CORRECT LOCATION/PLACEMENT OF FIRE W Of HYDRANTS AND WATER METERS. LOCATIONS z ' r SHOWN ON PLAN ARE FOR REFERENCE C7 N � � uJ o �I N I I 2710 PURPOSES ONLY AND SHALL NOT BE USED W w o V) � o 2710 ____- - — _44 LF 12=SEWER ® 0.83% - - - - — - - -- - - --- - - -- - - - - - - - I I FOR EXACT LOCATIONS OF METERS OR FIRE o N -- - - _ _ I r -- - - -- - - - - I I HYDRANTS. V � m - - - - - - - - - - - - — mo w - - - -- - - - 394.48 LF 12" SEWER @ 0.31% z - - - - -- - - - - - - - -- - - -- - - -- - - - - - - - - - - - -- - I - - - - - - -- - - -- - - - -- - - -- in bj uj � S Q J � - -- - -- - - - -- - - -- 48"0 SSMH 4 - - - -- - - -- - - - -- - - -- 12+78.47 EXISTING SEWER-SWR RIM 2722.9f 12" IN 2708.46-W 48"0 SSMH 3 � \0 'q E FCC 2705 12" OUT 2708.36-E 8+79.99 EXISTING SEWER-SWR 2705 `S RIM 2721.0f NOTE: 12" IN 2707.14-W 1.) ALL SEWER PIPE LENGTHS ARE FROM 12" OUT 2707.04-E w FACE OF MANHOLE TO FACE OF MANHOLE. 01/08/20 2.) SEWER MANHOLES TO BE CONCENTRIC Sr ° AND ARE TO BE INSTALLED WITH NO SUMPS. �yq�e of ��,P S. KIN 2700 2700 SHEET 14+50 14+00 13+00 12+00 11 +00 10+00 9+00 8+00 7+50 C4 . 7 Lo np OP OP X OP X — OP UF' — — ur Ln GIR GIR GIR GIR NOTE N N 24 25 I 615 14 13 CONTRACTOR IS RESPONSIBLE FOR MEETING co THE CITY OF MERIDIAN SPECIFICATION FOR E O CORRECT LOCATION/PLACEMENT OF FIRE O HYDRANTS AND WATER METERS. LOCATIONS 00 SHOWN ON PLAN ARE FOR REFERENCE S o BLOCK 1 ' cn FUTURE PREVAIL PURPOSES OXACT OLOCATONNLY DSSOFLMETEORSBORUFIRDE Q w SUBDIVISION - 2 HYDRANTS. 0 30' 60' W z_ SCALE 1" = 30' J BLOCK 6 (D O ±319 LF 8" WATER MAIN ±89 LF 8" WATER MAIN Q WATER MASTER LEGEND J O _ _ _ _ _ • _ -� U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — - U — — — — — 1 _ SSMH 2 — — — DOUBLE WATER SERVICE PER CITY OF MERIDIAN L w w w I STANDARD DRAWING W1 AND W3. EACH SERVICE BE EXISTING-STA: 4+31.64 r I� _ -w w— — W — W LINE A STA: 0+00.00 TAPPED TO MAIN INDIVIDUALLY BUT METERS HOUSED IN v (f ---- — —------------------------ — — --------------- ------------------------ ——————— — — — — — — — — — — — — I THE SAME METER BOX. Z - - - Lj — — — — — 2 — — — — I _ O —12SS LL_I 12SS 12SS 125�+00 12S5 7+OOS 6+00 CALDERA 12SS 12SS 12SS 00 12SS \ 4+00 12S 12SS 3+00 12SS SINGLE WATER SERVICE PER CITY OF MERIDIAN �n ° O 9+00 00 — — — 9� �� I O STANDARD DRAWING W1 AND W2 \ N Q - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — EXISTING SSMH 6 - — 3 — — - - - - - - - - - - - - - - - - - - - STA: 5+03.70 w _ - 0 LLi EXISTING SSMH 3 �/ STA: 8+79.99 I 1 O Q 3 � _ _ _ I I WATER KEYNOTES w LO � 00 � BLOCK 6 O I O 0 1 LL T INSA : C FUTURE PREVAIL I O , - 8" 45° BEND W 33 SUBDIVISION - 2 BLOCK 4 SEE SHEET C4. 1 I I - ° INSTALL: 1 O 1 8" TEE (ALL FLG) 3 - 8" GATE VALVES (FLGxMJ) I I W <30 32 34 35 36 37 38 I �; II POTABLE/NON-POTABLE CROSSING. SEE WATER NOTE 3 Q ' OAND 9 ON COVER SHEET C1 ° - - - - I �� o SEWER LEGEND � W W EXISTING SEWER PROFILE s NEW 8" SEWER MAIN 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+50 O EXISTING 8" SEWER MAIN W O NEW 4" SEWER SERVICE VERTICAL SCALE 48" DIAMETER SEWER MANHOLE 0 3' 6' EXISTING 48" DIAMETER SEWER MANHOLE — — — — TTA: 6+82 1 4" SEWER SERVICE LABEL — — — — — — — — — — — — — — — — — — EXISTING GRADE SCALE 1" = 3' 43.0' L STA: = SEWER MAIN STATIONING _ _ INV. 27.48 43.0' L OR R = LENGTH OF 4" \ 2720 — _ _ _ _ _ _ _ _ _ _ _ _ _ 2720 SERVICE LEFT OR RIGHT OF MAIN LINE. W _ _ IN �27�48 4" SEWER SERVICE DEPTH— — — — — — — _ IN IND PROPERTY LINE. IFUTURE PHASE 2 FINISHED GRADE 0� ➢ - - - - - - - - - I — - - - _ — ZZ s" WATER MAIN I I SEWER KEYNOTES w II 2715 I I I I 2715 I 8" WATER MAIN I I I I CONNECT TO EXISTING SEWER MAIN WITH CALCULATED 12" INVERTS WEST AND EAST TO BE 2705.57' 8" INVERT FOR o 0 O LINE A CALCULATED AT 2705.90', MATCH CROWNS. z L, N C-) CONTRACTOR TO FIELD VERIFY AND CONTACT ENGINEER IF ANYCc D II IIUJ DISCREPANCIES. N o w r7 rn O W � II II N I Q r I I I I C7a o ocr uJ uJ 2710 2710 zwno - No (DN II II 1 � � � mo � U m II - - - - - - - - - - - - - - - - - - - - - - - - II zLLJ Q w w _ � W - - - - - - - - _ _ 000� = o o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 372.30 LF 12" SEWER ® 0.31% I _ - - - - - - - - - - - - - - - - - _ 68.06 LF 12" SEWER @ 0.31% — — — — — — 48"0 SSMH 3 _ _ _ _ - - - - - - _ _ __ _ _ _ S�pNALF 2705 8+79.99 EXISTING SEWER-SWR —— — — 2705 �5 �S T E RIM 2721.0t Ik 12" IN 2707.14-WT48"O SSMH 6 T48"O SSMH 2 12" OUT 2707.04-E NOTE: RIM 270 EXISTING SEWER-SWR 4+31.64 EXISTING EWER-SWR 9412 1.) ALL SEWER PIPE LENGTHS ARE FROM IM 2718.3t 0+00.00 LINE A SE ER FACE OF MANHOLE TO FACE OF MANHOLE. 12" IN 2705.88-W RIM .00 LINE 01/08/20 2.) SEWER MANHOLES TO BE CONCENTRIC 12" OUT 2705.78-E 12" IN 2705.57-W 61 AND ARE TO BE INSTALLED WITH NO 8" IN 2705.90-S ATE OF ��P P SUMPS. 12" OUT 2705.57- 2700 2700 SHEET 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+50 C4 . 8 L0 00 NOTE: ALL WATER MAIN IS TO BE 12". 12" WATER MAIN HAS A MINIMUM BURY V_ DEPTH OF 60". ALL WORK CROSSING OF LATERALS IS TO BE PER CITY OF \\ I I I I MERIDIAN AND BOISE PROJECT BOARD OF CONTROL STANDARDS. ALL INSPECTIONS I \ I I I WILL BE PER BOISE BOARD OF CONTROL AND THE CITY OF MERIDIAN. / o o / / y 0 50' 100i 0 0 I / O \\a a I OfI // // SCALE 1" 50' �Of I I h BOISE BOARD OF CONTROL \ I g BOISE BOARD OF CONTROL / S / BELL LATERAL EASEMENT 00000 z \y o f I I J r CARLSON LATERAL EASEMENT / o / Q l O / `' / & / o' c n _ Q w 35.00' 35.00' — — — --- - —--- --- --- --- � \\ i I I I V --- -- MERIDIAN ROAD --- / 300, 3S0 / - - - - - - - - - - - - - - cn cn LU z I / ° / CA w - - �\ EP I I I / ITD ROW CD _ l� Q / ______________ __-__ _`N I j _ `s� v FP r /_ - ,�h�Ir/— / si,LTp - _- $ - - - _- - LL -a -- - - ----------,�A 5 ------- ---- � I — LO ---- W ��\ I i' I I I — — — — - - ——=------------===s'-___=== --———--_— ----- _ -'_---------------- - _ o o O - i — 11 `\ I J- - -- ITD ROW ______________________________--_______-_ _ ---_-_ I - — — — — — — — — — — — — — — — — — — — — — — — — _ o I O J W _� -- — — — — �k� —_ - 8 _____________ _______--— --- --- _ ---- --- � ' -- - - _ _ -- - �; 1 J BOO ------ - --- \ - - _ -- __ f Z . \ I CARLSON LATERAL r_ 9 - - - - - - - - - - - - - - - -- Q I - - - -Z` - - - - - - - - - � \ L----------------=' — ------------------- --__—_— — --_- - -- - -- - / � � - - - - - - - - - - - - 12 - - 1 1 r ; O o t.J 2 \ `� — o — — — — — — — — — — — — — — — CARLSON�TfRR1 0 �� INSTALL ±72 LF W o INSTALL ±382.5 LF '^ O W O w } I \ - - _ Z l Z L 2 12 12 12 / 12' WATER MAIN CITY OF MERIDIAN v w I I I I INSTALL ±204 LF \� O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / / WATER EASEMENT 12" WATER MAIN 6 U m CITY OF MERIDIAN 12" WATER MAIN _ _ _ _ z U) I WATER EASEMENT 2 3 J - - - - - - - - - - 10 - -- - - — - - - - - - - - - - - - - - - - - - - 5 � " I I 11 4 � INSTALL ±20 LF I W< �\\ I 7 g 2 8" WATER MAIN INSTALL ±415 LF V O INSTALL t37.5 LF BOISE BOARD OF CONTROL / o BELL LATERAL EASEMENT FUTURE STORAGE UNIT SITE 12 WATER MAIN FUTURE STORAGE UNIT SITE 12" WATER MAIN J _ - FUTURE STORAGE UNIT SITE II W INSTALL t86 LF INSTALL t146 LF - - - FUTURE STORAGE UNIT SITE _ D t� 12" WATER MAIN 12" WATER MAIN I� mow�// O (70 LF STEEL SLEEVE) I < it I I I O O O Q / I - - � W // I 207.00' 246.75' O - - - - - O M � O n O WATER KEYNOTES Q HOT TAP EXISTING 16" WATER MAIN INSTALL: 1-16"x12" W O STAINLESS STEEL TAPPING SADDLE O 1-12" GATE VAVLES (FLGxMJ). COORDINATE HOT TAP WITH THE CITY OF MERIDIAN O INSTALL 12" GATE VALVE AT CROSSING OF LATERAL. SEE CROSSING DETAIL THIS SHEET. LOWER 12" WATER MAIN IN ORDER TO CROSS LATERAL. O CROSSING OF LATERAL TO BE PER CITY OF MERIDIAN SW1 AND BOISE BOARD OF CONTROL STANDARDS. SEE DETAIL THIS SHEET. 10 Plans Are Accepted For PublicCD O POTABLE/NONPOTABLE CROSSING. SEE WATER NOTES 2 & Q 3 ON COVER SHEET. Street Construction EASE EASE By stamping and signing the improvement plans, the Registered O5 INSTALL 12" 22.5' BEND. 1 WATER TAP EACH SIDE OF 35' 35' 1" WATER TAP EACH SIDE OF Engineer ensures the District that the plans conform to all District " GATE VALVE TO SINGLE 3/4" 1 GATE VALVE TO SINGLE 3/4" policies and standards. Variances or waivers must be specifically O METER SET AS CLOSE TO METER SET AS CLOSE TO and previously approved by the District in writing. Acceptance of the O MERIDIAN ROAD RIGHT OF WAY AS MERIDIAN ROAD RIGHT OF WAY AS imp p y improvement plans b the District does not relieve the Registered Q SAWCUTT EXISITING AMITY ROAD AS REQUIRED TO INSTALL POSSIBLE FOR REQUIRED LEAK POSSIBLE FOR REQUIRED LEAK � � Engineer of these responsibilities. O 12" WATER MAIN. REPAIR AND REPLACE PER ISPWC AND DETECTION DETECTION ACHD SUPPLEMENTAL DRAWING SD-301, SD-303 AND SD-806. CARLSON LATERAL BY DATE :5i SIZE VARIES-SEE PLAN ADA COUNTY HIGHWAY DISTRICT O INSTALL STEEL SLEEVE PER CITY OF MERIDIAN STANDARD / \ DRAWING SW-1 AND SW-2. SEE DETAIL THIS SHEET. 12" GATE VALVE /a 1 \ 12" GATE VALVE / \ c�WE IDIAN - APPROVED FOR 12" WATER CLASS PIPE (LENGTH PROTECT IN PLACE EXISTING STREET LIGHT, AS REQUIRED FOR DEPTH) CONSTRUCTION O / 1.5 \ IDAHO 8 STOP LIGHT AND POWER POLE. / 12" WATER CLASS PIPE (LENGTH AS REQUIRED FOR DEPTH) / \ CORTEN ALL-THREAD, FITTING These plans and/or specifications have been reviewed for m INSTALL 12"x8" TEE (MJxFLG). / \ TO FITTING, ONE EACH SIDE compliance with Meridian City Standards and Specifcations. M ---------------------------------------------------------------------------------------- O 1-8" GATE VALVE CORTEN ALL-THREAD, FITTING This review does not relieve the owner, engineer, or contractorCD o TO FITTING, ONE EACH SIDE "-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-" "-"-"-"-"-"-"-"-"-"-"-"-"-" ` 45' ELBOW (MJxMJ) of the responsibility to design and/or construct those facilities o L 2 PER SIDE in compliance with all current applicable federal, state and local o w Y INSTALL TEMPORARY BLOWOFF ASSEMBLY PER Z '2 a 10 laws, rules, regulations, ordinances, development agreements, CITY OF MERIDIAN STANDARD DRAWING W-13. THRUST BLOCKS PER w c� ( ) i" BEDDING CHIPS FILL THRUST BLOCKS PER specifications, orders or approvals, all of which the City retains � rn w SD 403 TYP. SD 403 (TYP.) the right to enforce. Inconsistencies not noted by City staff shall W N 0 0 11 INSTALL 12" 45' BEND. NEOPRENE END SEAL not be construed as approved unless specifically addressed W o 10 M EACH END 16" STEEL SLEEVE PER CITY in writing b the City. An proposed revision to these plans must N o Q ( ) 9 Y Y YP P P Z Of WATER CROSSING @LATERAL OF MERIDIAN DRAWING SW1 be submitted for review and compliance with the Meridian City w CO w Uj 1 WATER MAIN SLEEVE TO L o Scale: NONE EXTEND FROM EASEMENT Standards and Specifications before said revision is constructed. z U, C, ,�, , N Z Y 00 O LINE TO EASEMENT LINE W O (� U O NOTE: Name Date o ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE C° ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE V > o PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 z o OF THE ACHD POLICY MANUAL. c� w 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE Q w J PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE o c=� o L_ o ANY AREA DAMAGED BY THE EQUIPMENT DURING TRENCHING OPERATIONS. 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% 5\p NA L F OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE CO G�ST&f?' THE ENTIRE ROADWAY SURFACE. 3. 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 CENTER OR 4 EDGE OF A TRAVEL LANE. 4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF 1/8/20 THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD 61 \X° INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME ATE OF ��P 161\Q' IS CRITICAL FACTOR. yqO S KIWI 5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE SHEET I.S.P.W.C. STANDARD DRAWINGS AND THE ACHD SUPPLEMENTAL STANDARDS FOR ASPHALT REPAIR PER SD-301, SD-303 AND SD-806. C4 . 9 Lo 00 _ -- -------------------------- - - - - - - - - - - - - - -- - - - - - - - — � - FUTURE CAMERA - - - - - \ - - - N- - - - - - - - - - - - - - - - - - — — — — — ill wII II BLOCK 1 I I I II I 7 W E O I I I BLOCK 6 O FUTURE PREVAIL O � I BLOCK 4 s oo z I III I m � BLOCK 4 VISION — 2 33 I I I � 0 I , I SUBDIVISION I I I I co III 16 I I I 32 34 35 36 37 � — — � 38 Q w I I O I w I O 0 60' 120' wch L 8 l / 6 O O O O O I ' SCALE 1" = 60 z I ' o 11 I 15 I� 10 BLOCK 4 BLOCK 6 _off U W I I ST u� I I I E. ARIMO . - 0� z C) II 24 12 I I I I CD Q w I I I I I I STREET LIGHT STREET LIGHT Z I ,2 L - I 0 0 � � � Q O II O CDI I I 12 BLOCK 5 I LL I I 23 13 w I , I 11 I BLOCK 3 I II I m m I I 14 0 � EL O� I , I 11 0 � 2 10 g N 0 II I I 10 I O a- 0 0Lu 1 Q II I 0 � vi I ' I I II O I II I I I I I I I - II I } O O 6I — TRANTON I O FUTURE P R EVAI L v SUBDIVISION — 2 , IF,- I BLOCK—4 I I O 11 I I STREET LIGHT 7 5 I I 19 18 li H O BLOCK 5 I 0 l i U BLOCK 3 II Lam- I I BLOCK 7 = II I 1 I I BLOCK 2 Q 1 12 L- II I O O O W I II I I O STREET LIGHT O c O O STREET LIGHT I w II N 13 W o STREET LIGHTLj- W I I I 0 I `� I wII > - — CUSICK l I O rBLOCK STREET LIGHT BLOCK 1 8 BLOCK 8 IGHT O12 41 a I O O O O O O O O O O O W 1 2 3 4 5 6 7 8 9 10 11 2 I I S2 I I I O O 4 I R =1 3 N o - - - IGIRz � N 13 / cc W rn i 00 r7 QwC4 N / W J 7 (n CD W Y O of N 14 I LL! BLOCK 7 w � � � U � � � CD N o m I � V mo W Ld STREET LIGHT O < = Q Ljj J 15 5\p N A L F^' C I I Ik \STE V�l w I BLOCK 8 9412 \ 16 01/08/20 / S. KIN 17 STREET LIGHT i E-Uil SHEET - - - - - - - - - - - - - - - - - - 1/4 I E. QUARTZ CREEK ST. — — — _ — — — — WW1/16 S36 S31 E. QUARTZ CREEK ST. C4 . 1 0 I 17. EG) I II \ ' ' I � r- _I 00 (19.64EG) 25.27EG , ,_, (18.44EG) G)/ (19.00EG)N I ` . 2E (262E II � _ 17.32FG 17.33FG1 17.67FG��' - _ 71_7_2�G 30.58FG=20.00FG � 1 1 2719-- I I / t - , M 9 1 I- 17.29FG 1 n 27 �' csJ 18.O6FG 18.44FG 19.00FG r� 19.64FG / �1� ��22.00FG � BLOCK 6 1 N $. / O 20.52FG I � `l I i 28.10FG ^29.69FG �� , BLOCK 7 I I I 21.73FG I 22.88FG Nll )G\ 3FG 1 I II 1 L�� 7A9 �� I / v cc �, ( N ti / O19.37FG 2 0 � oo i I �/9.23FG�18.83FG 19.02FG / 22.71 FG 21 j ti 1 25.81 FG , N I I U� QI Iit BLOCK 6 19.64FG 20.08FG! 21.39FG / I-23.90FGC24/54F. G III / iii /I00 26.85FG 1 iI ' ~�21.78 1 I 19.23FG 19.23FG / / / z 'v I z �24.4 EG ' / o II / / ' R ► I / I I 32.61 FIG cn O / , �� Z / / / / 28.62FG 28.62FG , I / Y ' ' r / / 28.62FG / w I �v \� 19.23FG \ \\ i ao / Q W/ / , / / O / 29.64FG , O �� c) 19.36FG / / I /� 1 / / / / / I ` Qf i i l 11 1 ` I 1 1 11 11 1 1 18.72SW 19.43FG / l i ,/ i / i / l / 3 / �� l a I 0 60' 120' w 118.62SW - / / % 25.83SW I 1 11 1 11 I I� 11 6fl19.38SW 19.64SW �/ 20.08SW 21.39SW 22.71 SW 23.91 SW / 24.54SW 1 1 1 20.96FG 1 ' 1 s.sosw' ) Grg ' ' ' SCALE 1 = 60 J ' �26.t OE(S) 1 y,1 1 1 1 S. SCANDIA AVE. �%- ,' ,/ - , -� i I W 28.11 FG 32.61 FG 32.59F I , 1 28.12FG - - - - - 21.35SW ' - 22.67SW 23.92SW 24.36SW- 25.43SW I 27.05S 1 G / - - - - - - - - - - - -� --- 26.76SW /- � \\ 28.02SW i '' BLOCK 4 ,''``' / W BLOCK 4 , I L - - - - '- X 29.11FG - I --- Z Q Ir - - - - - ' ' 27.86FG , I 1 1 1 1 1 1 I I III � a = / /� i // � � � l , l � 0 / P IL WAY I 1 20.41FG 1 18.37sw , III a / I I I / , ,, , / , , / / , ; I KEYNOTES J O (2k79E ) 1.9 % 1 1 I I / / , , , / / / / / 28.90FG / A ,I Q 1 @ / t 19.99FG / 21.35FG , 22.67FG , 23.92FG / 24.38FG / 25.43FG 26.37FG / / / I 1 I I I O � ' � / 32.61 FG 32.82SW - 33.60SW U 18.58SW - yl - J 20.08FG =19.79SW �/ / i i /J i 28.59SW 28.61 FG / i i I I I I / 1 -- / ; �� /' I I/ 2732 / ' 32.30SW / 1 O SLOPE FINISHED GRADE TO EXISTING GRADE AT 3:1 W O I I I 18.58FG 20.06FG 19.79FG i ^ / o � ti��6 N M I 29.86FG ` v Z (26'18� I I 20.81 FG p I% 1 8.76SW I // n`v z / 111 O INSTALL BACKYARD SWALE. SEE DETAIL ON V L� `� 21.10FG 22.06FG 23.41 FG 24.73FG 25.55FG 26.67FG / 28.21 FG 1 1 1 v / / I PREVAIL WAY I SHEET C5.1. O 1, 1 1 I I ' 1 i i I / I I % / / r/4737-) / - � II31.59SW O I i I 11 / � 20.53SW / /22.O6FG 23.41 FG �� / / 25.55FG � 26.67FG� � � � w j ' 30.58SW O I Q O 19.13SW 20.35FG 20.35FG I -- ' co �n / 1 / j 29 05FG I O3 SLOPE FINISHED GRADE TO FINISHED GRADE AT 3:1 Z N Q \ I I 21.32FG1 19.24SW o / M N 30.57FG 2.00% 1 1 �`� 20.53FG I/ 0 0 / (D BLOCK 5 29.1 ssw N I I I W I 1 I I I ,� 21.45FG 22.77FG 24.16FG 25.54FG 26.72FG/ 27.91 FG-) 29.18FG j - I I O 32.83FG BLOCK 8 33.61 FG / --- O I � 1 M I I Its // O I __- 4 INSTALL POND DITCH. SEE DETAIL ON THIS SHEET. � � o 26�79�G I ' 1 21�73FG i 19.63SW I I '' 21.23SW i / / I LL 31.73FG 4 I w W ( 7 1.9 . I I 19.68SW 20.64FG 20.64FG M I �. 1 INSTALL GRAVEL ACCESS ROAD. SEE DETAIL THIS SHEEP. LU 21.18FIG �' ' ' / 29.41SW _ 4.2�QE6�_, I 29.56FG i � I I \ I N I I I 1 I / I•II , 21.45SW // 22.77SW 24.16SW , 25.54SW / 26.73SW / 27.91 SW 29.18SW 29.00FG 31.26FG / ; " _ / POLARIS - / L< - /' - l , 29.50FG I /j i W 1 I 20.11 SW (20/4EG)� I , 22.26FG 2100% 1 I l ^� ,' I - 23.03SW 24.41 SW 25.60SW 26.98SW 28.17SW 29.18SW / (32.37F�G) �$3. Z I I I O i t , 1 / I 120.24SW 20.92FG I �20.92FG 21.53SW � N 'II 21.53FG / ' 0 21.51SW , / / 29.76SW 29.76FG �"' BLOCK 3 (3C.53EG �2734-- LLJ - 11 UI 1111 I I I I 23.00FG I 20.52SW I �' O I ' ' / / /' / O I I 23.03FG 24.41 FG 25.60FG / 26.98FG 28.17FG 29.11 FG 111 I I I I I I �11 O% I 01 / 11�fill 1 I I I I I M 24.83ffG)I I I j I i / I 2 / i ti / / / i / 30.02SW 304FG .02FG 11 1 I I / 21.18FG / 120.70SW 21.18FG 211.995SW i i/ i l 1 i I ° ''� ( .87EG O EYPOR 'I 20.75SW ,' / k N O Q `n / co j I ( ) 't M 20.80FG 21.93FG ca , 22.89FG % �1� / 2 1 I T I 24.30FG / 25.53FG 26.58FG 27.82FG Rb 28.92FG / 29.8gFG I O 1 (24.74EG) - 1 I ii 21.99FG / _ _ 1 �� / 23.33FG- a ;l // , �, 21.93SW 22.09FG , / -- 29.09FG 1 I / / II �30.33SW 30.33FG 1 I I / / 23.55FG / / / j P L 24.30FG 25.53FG 6 26.58FG 27.81 FIG �° 28.92FG / 29.89FG I � /� I Ld 22.86FG I O � 'L1 � �' v' / � ao `L1�� / ^ .96EG) � \ / CO n 21.11 SW 21.11 FG , , I , 0 , Oj / 0 I w 10' � N I I I 1 /' 25.17FG 25.5�FG 26.65FG 27.58FG i 28.66FG 29.58FG 30.21 FIG O II Q ; I -1 22.40FG 2 / / 1, , / i / / i I w i / I I I " 22.86SW - -J ' / ' / / 30.59SW I I I - / / I 14' 3" 3"I 23.59FG I 21.27SW I , / / / I 30.59FG VARIES VARIES (25.08E� I i 2.00% �\ I - / i 0 °O , , BLOCK 3 �' i ( i j ` 93EG) 11 SEE PLAN SEE PLAN I SLOPE VARIES. SEE PLAN I N r 24.70FG 23.72FG I � /1 I / I 21.50SW 21.50FG 30.55SW 1 N 24.9 EG / 11 I 23.92FG 21.57SW I -;� / 22.85FG ��° i 25.57SW 26.65SW 27.58SW 28.66SW 30.55FG I �• 1 �, 7 SLOPE VARIES. SEE PLAN ( ) / .00% III / , / ,' , , 29.58SW 30.21 SW I �, I I ) Ik'. 24.32FG 24.70FG O 24.16SW ' S. PERLITE,A4 E. // I I 11 I .56EG M / 24.06FG 24.94SW I / 1 I V) INSTALL FENCE ON Z 26.08SW 27.00SW 27.93SW 28.86SW I 29.70SW 0 1 I l Y 6" FLAT LANDING / 25.92SW ' / - 30.43SW 1 w I1 24.24FG 21.87SW I 1 21.86SW 21.86FG / , I =-===I==J 30.42FG Q (24.59EG)\ , 2.00, I / I / �' \ L _ J I ( 3EG) POND DITCH it t 23.26FG I / %/ 1 J �� I \ � I NN I 1 TYPICAL SECTION CD I '1 �&`C'4 �� I ill ' �' V� ,' 1 / i 25.81FG l \1 �\ OO \ w NOT TO SCALE I I rn 24.32FG 24.06FG / I ' 24.54FG 22.17SW I IIII N I 24.70FG % / 30.23SW 30.23FG (24.76EG) I 2.00% l Ill �/ 24.57FG� �25.17FG �26.11 FG 27.00FG 27.93FG \\ 28.86FG �29.63FG 30I22FG Ill 1 , 24.93FG , 1 (31.86EG) III i �\\ I 22.30SW 22.33FG O 2 O 212`' 04 ,•tip r� /' ,n N n 2 ao I N >�O `� I O II I � N � � -• 24.57FG 24.69FG 25.35FG � ' / � ``' O I O 1 � I II I 1 22.47SW \ I Ij O 23.83FG __ 26.02FG 26.88FG 27.17FG 27.65FG 28.15FG 28.65FG 29.O6FG 29.75FG \\ 24.43EG II I 24.84FG 11 1 I N �23.86FG / 26.46FG _/ I \ 30.03FG ( ) II I \ 2.00% \i l II 2723 24.1OFG Rh 24.74FG , I `_ 25.39FG 27.65FG 28.15FG 28.65FG 30.03Sw )__ N � 26.04FG �\ 29.06FG 30.00FG 1.56EG _ \ 20.0' 27.19 FG 2 S2 23.56FG / "' N I 26.59FGMq I 24.01 FG / 0 O N A O O I O 11 I I I / 24.47FG 25.03FG N N N I Sk ppF X CST �.� N 1 25.14FG ` 22.77SW I I I / 25.59FG / O \ / \ v BLOCK 2 29.83SW 29.83FG (24.61,4EG) p% I I / 26.13FG I o 111 / I �26.78FG 27.21FG 27.67FG 28.12FG 28.57FG 29.18FG I 1'i \ 1 I 'I I .\ 1 F\�� C(/J z w 3.1 BLOCK 8 MPX F/ Mqk N c, BLOCK 1 I It I 1 26.37FG 26.98FG BLOCK 4 I S`°PE //// / //// RM / /// j I O \` I I i l j �� I �� _ \�\\�\\�\\�\\�\\�\\ �\\�\\/ 14" - 6" MINUSUJ 1 I N 2 I 24.01SW 24.47SW �� _ O I PIT RUN W ao of Clf I I N 23.09SW - 25.03SW 26.65SW 26.76SW �\ 29.54SW 29.73FG I 4" - 3/4" MINUS z N o I CRUSHED GRAVEL - o oN 25.58SW 26.12SW �� I I 1` I J N (25.42E ) i 25.50FG= - - - 23.91FG 23:16SW1 - 27.21SW 27.67SW 28.12SW 28.50SW \\ 27 29.54FG1 I SUBGRADE COMPACTED TO 95% N w II ' _ SNOI�DEN 26.69SW 26.73SW z Z N o J I I 24.86FG 1 11 23.52SW _ 0.75EG) � w I� p N U o � _ 1\ l I z �23.38FG -1- 24.05SW_..__ �- \ \ \`� `�`� SNOWDEN I > II 25.62FG 24.12FG 24.61SW 1 - _ _ _ `_� l 20 GRAVEL ACCESS ROAD o N 23.30SW � , - -______- 25.07SW 25.54SW � `\ - - 1 , �y00FG I14.32FG �- _ _ _ _ _ 26.00SW 26.38SW _ `\ 27.29SW 27.66SW 28.04SW_ 28.50SW _ 29.19SW 29.41SW 1 29.90SW 30.53SW 1 30.62FG NOT TO SCALE V � m m 5 I ll 1 28.00FG I 1� \ 26.83SW I i , o 0 5 11 \ 2126 \`\\ \`\\ W W ) Q = Q 212 \\ /a Q 34.00FG I � \ \ _ 1 I �34.00FG �� / ' �` BLOCK 1 a a �� I `11 I 2735 26.O6FG o N o b\ o 0 0 1 0 I S7E �i `YY/ _ I Plans Are Accepted For Public ' 26.20FG "' "' 0 N 110 0 ll Street Construction 26.74FG 27.18FG 27.62FG 28.05FG N 0 1 N 2731 1 �-b2 II X 1 I 26.06FG 28.42FG 28.69FG 21� , BLOCK 1 L II the Registered 9412 38.80FG 29.38FG 29.79FG 30.18FG 30.65FG 31.36FG 31.57FG 32.07FG 32.47FG 11 By stamping and signing the improvement plans, g I 38.49FG ` Il Engineer ensures the District that the plans conform to all District O1/os/2o policies and standards. Variances or waivers must be specifically Srq TE OF\oP�o P 38.80FG., and previously approved b the District in writing. Acceptance of the '�q 26.43FG, --- ' 2735 / _38.50FG , I I P Y PP Y g P S. K1N� _ improvement plans by the District does not relieve the Registered % �� - - ----- - ------ --- -- - Engineer of these responsibilities. SEE SHEET C 5 . 1 FOR _ -- = ------ - _--------- -- --- -----__ '' _ SHEET ------ --- - - --- � MERIDIAN R D BERM DETAIL - -- ------- BY DATE ,-' - _- ADA COUNTY HIGHWAY DISTRICT S. MERIDIAN RD. C5 . 0 LO 00 Ln i W � VARIES F_ P/L I-_ z z Z O VARIES 1' 7' O w w U 10' 10' (w � w I1 6' 3" 3" VARIES VARIES I w O 3'-9'r r T SEE PLAN SEE PLAN I Cn Ir" Q > W 111 SLOPE VARIES. SEE PLAN 0 60' 120' I z 4:1 SLOPES SLOPE VARIES. SEE PLAN SCALE 1" = 60' J (� O ------_ ------------ --------------------------- INSTALL FENCE ON Q O I 15' I 6" FLAT LANDING BACKYARD SWALE J O TYPICAL SECTION KEYNOTES < O CHECK DAM DETAIL NOT TO SCALE L-L] INSTC5.0 U LL GRAVEL ACCESS ROAD. SEE DETAIL SHEET z 1 (3 O INSTALL 10' SIDEWALK (TYP) PER ISPWC AND ACHD V ° O 35'-0" SUPPLEMENTAL SD-709. SEE DETAIL THIS SHEET. - O w � � N Q 25'-0" _j w it O3 INSTALL ROCK CHECK DAM PER DETAIL. �y w LL O a ZI O Q O INSTALL 17" WIDE BARROW DITCH ® 4:1 SLOPE LL o SIM TEK FENCE SEE DETAIL THIS SHEET. w W ° o m O m CD INSTALL 12' SAND WINDOW FOR BARROW DITCH. DROUGHT TOLERANT PLANT SPECIES 10 FT WIDE CONCRETE L L I AND/OR ASTM C-33 WINDOWS IN INVERT. PATHWAY BERM BACK SLOPE OF BARROW DITCH MAY HAVE GRASS. O INSTALL 22' SAND WINDOW FOR BARROW DITCH. f38'-0" QQF EXISTING EP 3.00' 7.00' t3.00 7.00' 1.00 10'-01, 00' o'0 W ° MERIDIAN RD FINISHED D OF RESIDENTIAL LOT 4� 4--A .TT III-' O � CONCRETE SIDEWALK (TYP) PER ISPWC AND 6" OF 3/4" GRAVEL ACHD SUPPLEMENTAL SD-709. SIDEWALK SHOULDER ELEVATION MUST MATCH CENTERLINE o ELEVATION OF THE ROAD,OR BE t0.5 FEET GRAVEL SHOULDER FROM CENTERLINE ELEVATION. STORM DRAIN NOTE: TO CONTINUE TO BOTTOM PER ACHD DETAIL SD-05. PER THE SOILS REPORT BY SITE CONSULTING W BARROW DITCH STORAGE CAPACITY DATED JANUARY 20TH, 2020. GROUNDWATER IS O SEE PLAN VIEW FOR IS 17.50 CF PER LENGTH FOOT. EXPECTED TO BE 90-130 FEET DEEP AS NO Q SAND WINDOW LENGTHS. WATER WAS FOUND IN THE TEST PITS. IF SAND WINDOW TO BE EXCAVATED INTO "FREE DRAINING" MATERIALS. GROUNDWATER IS PRESENT, CONTRACTOR IS TO IF OVER-EXCAVATION IS REQUIRED TO GET TO FREE DRAINING MATERIALS, CONTACT ENGINEER OF RECORD AS SOON AS CLEAN PITRUN CAN BE USED AS BACKFILL. POSSIBLE O DESIGN INFILTRATION RATE= 4" PER HOUR. PER GEOTECHNICAL REPORT, CONTRACTOR TO EXCAVATE BOTTOM OF SAND TO NATIVE, EXISTING MERIDIAN ROAD W/BERM O NON-CEMENTED SILTY SAND OR BASALT NOT TO SCALE ROCK. Q O Q II _ 23.16SW� I \ BLOCK 1 28.00FG 23.30SW - - - - - - - I - -� ----------------------- 28.0OFG ______ _� I N NLd \'34.00.F �� I / 1 \\� Ld � �I 34.00FG 26.06FG I a a \\� m N I z ~ zz _- I IIIIIIIII II �IIIII JI � _ I II OOO OOO OC� O00 O1� I Ot0 OO \\ OM �I j z �26.20FG ^ CI "' o oa I ia r-) c'25.73FG c I0 26.74FG Uj NI J a cli o27.18FG 27.62FG 28.05FG 28. 28.69FG 29.38FG I i 29.79FG 30.18FG o 32.07FG J38.80FG 30.65FG 31.36FG 31.57FG 3247 a 38.49FG zcn w Y o I z z 0 _ IIII 43.48FG1 �42.91FG�T ^� I II CD a v o U 0 OEM*-- FG 41T97FG- 41.15FG �40.32FG �39.48FG �38.68FG 38.02FG 37.51FG ' L38.17 0 U' - �- - - ----_-- 37.05FG 36.74FG 36.49FG 36.40FG 36.43- 36.54FG 36.77FG 37.14FG ' I,X- 36.81SW- 37.51 FG 37.90FG�i i 38.80FG_- - 38.34FG 36.36FG 4 35.16sw- -LL_I _� 4 _ � 34.42FG __ a� 31.90SW 31.72FG -�, 31.25SW - FG �/\ w _ 38.50FG- �� - - -- _ __ 31.42BD _ _-_-_----_- o IM z �' ---_-�--/ L ==---- - _--=--- ---- -=-=---- = ==-- - -- ==6 =_ - _ _ _33_35FG -----------------_--- w W --___ ------ - ----- 32.35SW _ _ _ _ Q - _ 3 -- 3 4 3199SW 4 `32.75SW _ m 3 4 - ---------- -9SW - ` _ m = Q J - � ---� _--------- o c� o o Z 12100 1 o0 14 00 � \ S. MERIDIAN RD. 6 6 _ Plans Are Accepted For Public S�oNa� F 1� �5 \STE �(�l t- - - � -�� 15 00- - �� 16t.00 - -I 17}00 I 18}00 I 19}00 I 20}00 - 21}00 � 2Z � 23 24�OA�'' � � w \ i I I I I I - - - - _ Street Construction \ By stamping and signing the improvement plans, the Registered Q \\ Engineer ensures the District that the plans conform to all District 941 2 Q policies and standards. Variances or waivers must be specifically 01/08/20 \ I and previously approved by the District in writing. Acceptance of the C�S"Iq?E OF \VP, \ improvement plans by the District does not relieve the Registered yq� �� \ i Engineer of these responsibilities. S K1 BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C5 . 1 m 00 m Ir- I 16 27 O29 O30 O31 10 , 7 35 36 rI N SEE THIS SHEET FUTURE CV 9 J �32 (np) co PIR PR PREVAIL 2 O E o I o I � L 8 7 6 5 O4 30 O O III II 00 III % O O O — S z it 15 10 BLOCK 4 BLOCK 6 4 6 I O I 26 ±294 LF 4" PIRR > co 15 O t110 LF 4" PIRR I I a� _ Q L J l i (TYP t112 LF 4" PIRR I I z O ( 0 60' 120' w I 11 I Ic Z I t I I 14 a O I 7 16 I I I PIR LF 4 7 SCALE 1" = 60' J t63 " R_ O I 25 11 - t50 LF 4" PIRR - - - - 11 O i w W E. ARIMO ST. r I I `QJ 11,13 s� -s Of li 13 � • t-7 8 PRESSURE IRRIGATION KEYNOTES I I 7 I �( P>) Q I I16 I U O II 14 12 I I _ O O I 0 INSTALL 6" 22.50° BEND W/THRUST BLOCK �^ (W ±953 LF 6" PIRR I I w L - - J I �„ v Z O (CONY. ON THIS SHEET) w O g1 BLOCK 5 — I t t 23 13 I J I 1? 15 I I O INSTALL 6" 11.25° BEND W/THRUST BLOCK n L O O O Elf w 15 11 I I 0 Of INSTALL 6" x 4" TEE W/THRUST BLOCK Q O N II I O I� BLOCK 3 I I Z II 14 a 0 � 0 I W o OI � � 2 a i � 2 �' 0 INSTALL 6" GATE VALVE W/THRUST BLOCK O Q I aI I I I i � 0 O � �I 10 22 15 I I 3 t370 LF 6" PIRR O INSTALL 6" 90' BEND W/THRUST BLOCK w Iz t 10 0 O O 1 O INSTALL CONNECTION, OF PIRR. MARK TO SURFACE FOR CD II � I 3 I O ( O I z I I ' ±407 LF 4" PIRR - 9 co ±415 LF 4" PIRR 13 1 LLJ Of FUTURE J' I 0 INSTALL 4" GATE VALVE W/THRUST BLOCK Z it I� PREVAIL 2 I I I - 4 - 3 10 I ±50 LF 6" PIRR I F- 8 INSTALL 8" C-900 SLEEVE. SEE PLAN FOR LENGTH O I 9 4 � O O — — O II I 0 I O I TRANTON I I W I 20a 17 I v II°i' 18 INSTALL 4" 90' BEND W/THRUST BLOCK Q _ 31 4 U r— I O a 7 I BLOCK 4 I I i� I - 0 11 r- 10 INSTALL 4" TEE W/THRUST BLOCK 8 5 _ 12 19 18 I i Il O I BLOCK 5 I 70 I I 7 15 ��" _ _ BLOCK 3 i Q BLOCK 7 11 INSTALL 4" 45° BEND W/THRUST BLOCK II 1 I (1 o I BLOCK 2 ±70 LF 4" PIRR w Z - O r ; Q O 12 _ 6 c"n INSTALL 4" CAP END OF PIRR. MARK TO SURFACE FOR II Z O O J O O t o ±41 LF 4" PIRR I I vi I I 12 FUTURE CONNECTION. II I Iw I O 11 cl I 16 I 9 — O :,i 0 7 I "' 7 13 9 I 13 INSTALL DRAIN PER BPBC STANDARD DRAWING IRRIG-03. 0 L z I - — — _ _ _ - , t50 LF 4" PIRR O I N I t 5 K 8 CUSICK —w G�ISIC t303 LF 6" PIRR _ _ �— — — — — I 14 INSTALL AIR RELEASE PER BPBC STANDARD DRAWING IRRIG-01. I t67 LF 4" PIRR s 8 s s ±50 LF 4" PIRR a 0 7 I I I I 15 INSTALL TYPICAL LOT SERVICES PER BPBC STANDARD DRAWING 7 I I 7 16 IRRIG-02. � I BLOCK 1 T1 1-1 1 I BLOCK 8 t1 16 BLOCK 8 I W � t102 LF 4" PIRR la INSTALL 4" 225 BEND W/THRUST BLOCK ±101 LF 4" PIRR I I I a � J t121 LF 4" PIRR 0 I 12 INSTALL: �O 41 f63 LF 6" PIRR t306 LF 6" PIRR t150 LF 6" PIRR 15 I I O 1 - 6"x8" TEE W/THRUST BLOCK (f� f122 LF 6" PIRR t48 LF 6" PIRR O O O O O O O O O (NP) O O t70 LF 4" PIRR 17 1 - 6"x4" REDUCER W 19 ^ 1 2 3 4 5 6 7 8 9 10 13 11 22 1 - 8" GATE VALVE t t 0 17 15 0 I 4 4 2 t' 13 t PIR PIR PIR 0 14 9 (Np) ( 18 INSTALL 10" C-900 SLEEVE. SEE PLAN FOR LENGTH 6 4 18 4 5 PR 19 3 3 4 4 13 t4 LF 8" PIRR PI 4 4 O f155 LF 6" PIRR 19 INSTALL 6" TEE W/THRUST BLOCK 4 6 t72 LF 6" PIRR / ±128 LF 6" PIRR 4 5 INSTALL PUMP STATION N t60 ILF 6" PIRR L- — — 21 \ � t 3 19 NOTE 2 INSTALL 6" 45° BEND W/THRUST BLOCK o BLOCK 7 z N �\ 115 ALL WORK TO BE DONE PER BPBC 15 t256 LF 6" PIRR � Of of _ II�nP') STANDARDS. COORDINATE ALL INSPECTION I 22 INSTALL LONG LOT SERVICES PER BPBC STANDARD DRAWING cn o 1 21 \ I t126 LF 6" PIRR TYP. IRRIG-02 TO COMMON LOT. N J of 18 I WORK WITH BPBC INSPECTION SERVICES O z o I I Ill (208) 344- 1 141 . w — 05 a Q J cv N I i 15 !:Imp O C9 w o V) a1 N 1 I W U O s = Il Y O II I \ \ O N ±953 LF 6" PIRR — — t t " oD m ±95 LF 6" PIRR V a (CONT. ON THIS SHEET) a m o i I I — 12ss 1 SS BLOCK 8 w o NOTE Qw � w 16 II � I o = o � o 3 CONTRACTOR IS RESPONSIBLE FOR MEETING ±64 LF 6" PIRR ±153 LF 6" PIRR Z THE CITY OF MERIDIAN SPECIFICATION FOR I 4 I 4 I pNA� BLOCK 1 I W CORRECT LOCATION/PLACEMENT OF FIRE 4 6 4 T R — _ `Zco 'sTE FtiG�, III 17 HYDRANTS AND WATER METERS. LOCATIONS 19 17 J � i � `� I SHOWN ON PLAN ARE FOR REFERENCE - _ _ - - 18 I J I w III PURPOSES ONLY AND SHALL NOT BE USED —F� t108 LF 6" PIRR - - - sJ 9412 II m FUTURE FOR EXACT LOCATIONS OF METERS OR FIRE - ZL Z1--i L— 01/08/20 III PREVAIL #2 HYDRANTS. — g — FP E. QUARTZ CREEK ST. I CTATe OF \OP��,P - - - - - - - - - - - � — � S. KIN�`G L SHEET I a SEE THIS SHEET C6 . 0 Lo PIR PIR SEE SHEET C 7. 1 co I - I Ln \ GIR GIR N V_ PI � � � GIRR MH 5 N / STA: 0+45.42 GRATED LID TO ALLOW � E C'7 FOR DISCHARGE FROM s PUMP-STATION BOLT DOWN COVER 0 ON EACH CORNER C? GIRR MH 4 O / STA: 0+00.00 +- Q W 0 30' 60' w 14 SCALE 1" = 30' J BLOCK 7 (_D f`� � 12" INV AT WHEEL GATE 12" INV OUT AT WHEEL GATE = OUT TO V-DITCH 2729.93'-E \ 0 Q 2729.93'-W \A I J 0 o CD I NOTE: Q 12" INV IN FROM \ ROAD CROSSING O 1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW W 2729.93'-S \ / I 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 - O GATE BOX #1 PLAN 15 I RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL INSPECTIONS. o O U -NTS- I 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND O OWNED BY NEW YORK IRRIGATION DISTRICT. � � N `� ui } } ( I Q O o Q RIM ELEV. 5.00' I w W 2738.00' I KEYNOTES pp m EL O o� CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION I 16 a O OF EXISTING BURRIED 12" IRRIGATION LINE. NEW GRAVITY W I IRRIGATION INVERT IS A CALCULATION AND NEEDS TO BE VERIFIED BEFORE CONSTRUCTION. � 12" INV. OUT 12" INV. INVERT OUT I 3 AT HEAD GATE-W 2730.93'-E BLOCK 8 I 2 INSTALL 12" C-900. 2730.93' O SEE PROFILE FOR PIPE LENGTHS. W GIRR BOX 1 I 12" INV IN-S STA: 0+57.76 - } - - } - PIR L - - - O3 INSTALL GATE BOX #1. SEE DETAIL ON THIS SHEET. 2730.93' - - - 3 17 180' `�' 0,'S GIRR MH 3 r � � 1+00 +00 STA: 2+41.11 I I INSTALL 12" PRE MANUFACTURED FLARED END 0 GIR GIR I O TANK AND CULVERTRED OR EQUIVALENTTSECTION. ENDNWITOH B RASHHRACK. BOTTOM OF BOX - *I STA:IRR 52.43 2 L ----J I 5 INSTALL IRRIGATION POND #1. SEE DETAILS ON 2729.93' EP - J O SHEET C7.7 1 MZ L :;Z L :;Z L /16 GATE BOX #1 PROFILE - -NTS- 2 EP EG EP EG EP EP EG EP EG EP EG EP EG EP EG = - - - - - - -o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LJ- 1 CD O m O n n TO POND PROFILE >- O 0+00 1 +00 2+00 3+00 4+00 4+48 2740 2740 Q Q NOTE: 1. ALL GRAVITY IRRIGATION MANHOLES TO BE INSTALLED PER I.S.P.W.C. STANDARD DRAWING C� SD-612 WITH NO SUMP. 2. ALL 12" PIPE TO BE SDR-35 UNLESS OTHERWISE CALLED OUT. 3. ALL GRAVITY IRRIGATION PIPE TO FINISHED GRADE HAVE A MINIMUM 2' OF COVER. MOUNDING 2735 - - - - MAYBE REQUIRED 2735 � � v cn - - a 2 3 EXISTING GRADE - - - - - - - - - - - - - - - - - _ � - - - - - - - - - - � c� " � o 0 Cc 2 rn i _ d 12" GIRR CALCULATED 55.8 LF 12" 90 7 LF 12" W N I u: 4 . I uj INVERT = 2731.07 GIRR Q 0.25% 84.68 LF 12" .25% Z 00 N � � J GIRR 0.25% GI R Q 0 193.38 LF 12" GIRR ® 0.24% a I 2730 ' 2730 C7 Q -1� Cl 8 uj 48" GIRR MH 2 L uj !ZIP cn CD w Cl 1+52.43 0.0' 48"_GIRR 3 12" GIRR Z N o 48" GIRR BOX 1 RIM 2734.6t 8" WATER MAIN INVERT = 2731.07 o o o ^ �„ 2+41.11 0.0' o 0+57.76 0.0' 12" IN 2730.70-W RIM 2734.3t V r? m RIM 2738.0t 12" IN 2730.49-W M o a 12" OUT 2730.70-E w m 12" IN 2730.93-S NO SUMP 12" OUT 2730.49-N z � o 12" OUT 2730.93-E NO SUMP v LJ 12" OUT 2730.93-W = Q J m SUMP 2729.93 o v o LL o 2725 2725 5\o NA L Fti 1STE Gl I 8" SEWER MAIN 9412 01/08/20 �yq�S.oK IN��P 2720 2720 0+00 1 +00 2+00 3+00 4+00 4+48 SHEET C7 . 0 L0 00 Ln 1 N � / 2 3 \ - - - - - - - - - - - - - - - - - - - - - - a I I 7 I E cY) O • 1�j - - - - - - - - - - - - - - - - - - { - - O 00 U \ \ I \ S I s s I s z - -I - - SCANDIA � - � \ I I I LWL_I \ I I w -w w 0 30' 60' Lu O "' I I SCALE 1" = 30' J W I I I v \ CD W, 11 0A U) 4 I I / rTE: Q C) \\ \ I ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW L-\ I I I YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. (11 \ 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW z \ I I YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF - LL- \ \ \ RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL 1 O C/) INSPECTIONS. (n \ \ \ I I m 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND �- \ m OWNED BY NEW YORK IRRIGATION DISTRICT. 0 \ \ \ rn \ W 180 180 GIRR MH 4 I--I--I 1+00 2+0 3+00 0 O \ CD STA: 0+00.00 GIR GIR 6II ' I L PIR PIR P R - - - - uj LLJ . STGIR0+M 5 5 STAIR3+54.41 w- ��-lMH KEYNOTES m \ m - - - - - \L - -I r 1 30" OVERFLOW MANHOLE PER ISPWC STANDARD C\ --- DRAWING SD-611, NO SUMP. • \ RIM: 2730.75' W - N 12" INV: 2725.90' L_ J SEE DETAILS ON SHEET C7.7 \ INSTALL CLEARWATER SCREEN BOX. SEE DETAIL ON SHEET C7.7. LLJ \ INSTALL PUMP STATION \ \ SEE DETAILS ON SHEET C7.7 \ INSTALL t155LF OF 12" SDR-35 @ 0.71% SLOPE. O \ INVERT @ PRESSURE IRRIGATION PUMP STATION = 2727.00 INVERT @ GIRR MH-5 = 2725.90 \ INSTALL A GRATED MANHOLE LID ON GIRR MH-5 FOR POND OVERFLOW. PIPE CROSSING ROADWAY TO BE 12" C-900 PIPE. GRAVITY IRRIGATION ROADWAY CROSSINGS WILL BE REQUIRED TO BE \ AIR (OR HYDROSTATIC) TESTED AT THE TIME OF ROADWAY CONSTRUCITON. MEASURES SHOULD BE TAKEN DURING POND OVERFLOW PROFILE CONSTRUCTION OF THE ROADWAY TO PROTECT THE PIPE. \ LJ\ 0+00 1+00 2+00 3+00 4+00 4+50 \ O L� NOTE: LL- O 1. ALL GRAVITY IRRIGATION MANHOLES TO BE INSTALLED PER I.S.P.W.C. STANDARD DRAWING LJ\ SD-612 WITH NO SUMP. \ EXISTING GRADE 2. ALL 12" PIPE TO BE SDR-35 UNLESS C \ OTHERWISE CALLED OUT. 3. ALL GRAVITY IRRIGATION PIPE TO HAVE A MINIMUM 2' OF COVER. MOUNDING \ 2730 MAY BE REQUIRED 2730 \ \ \ FINISHED GRADE 41.4 LF 12" GIRR @ 0.24% LJ 2725 2725 30" GIRR MH 4 T48" GIRR MH 5 0+00.00 0.0' 0+45.42 0.0' RIM 2730.8t RIM 2729.3t 12" IN 2726.00-NE 12" IN 2725.90-N NO SUMP 12" OUT 2725.90-SW 4 99 12" OUT 2725.90-W o (F �Z. GIRR ® 2 6 - rn / NO SUMP 49, N M �I a N Lij 00 J d 2720 2720 C7 Q L I r U Cl Li O w 6 N Z N Y CD w Cl N WW m U CD CD a- O V O2 m N 51.00 LF 12" GIRR ® 0.2 % m o w / z � o 48" GIRR CYLINDERMH 6 = 48" GIRR MH 7 Q -J 3+54.41 0.0' 4+09.41 0.0' o v oLL- o RIM 2725.5t 8" WATER MAIN RIM 2724.6t 2715 12" IN 2717.86-N 12" IN 2717.74-N 2715 12 OU' 2717.86-S 12" OUT 2717.74-S �co STe � FCC NO SUMP P Ik s i 9412 01/08/20 �yq 2-S.oK IN��P 2710 2710 0+00 1 +00 2+00 3+00 4+00 4+50 SHEET C7 . 1 Lo 00 Lo N � N W E C'I O O � z 0 N cn I I I I I W N Q w w w w w f r 0 30' 60' w — I I I I SCALE 1" = 30' (J O � I J o 0 co N J ro rTE: D U U 0o I cn /m/ ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW rp \ W rn YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. I1 D `J I 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW z YORK N r RECORD.RGVEOA MINIMUM OFN DISTRICT S48CHI SERVICESON OURSAD ANCED NO ICENFOR ALL GINEER F O INSPECTIONS. o O U N I �_ 3) ALL PRESSURE GRAVITY IRRIGATION WILL BE INSPECTED AND O Q OWNED BY NEW YORK IRRIGATION DISTRICT. N Q U I U) w I 180° Q Q O O Q STA:IRR �H28 O O � o W 0 ci 5+00 ci 6+00 LL iR LLJ 7 �iR 7+8 — — — — — — — — — � \ ' ' I /I — — W W PR — — - - KEYNOTES m > m V) r-- GIRR MH 7 1 O - - - - - STA: 4+09.41 L L__C' CONTRACTOR TO GRADE V-DITCH FROM END OF GRAVITY LL.Ij I WN Q IRRIGATION LINE TO EXISTING FIELD DRAIN DITCH. c - (n L Q U W CD O (� CD POND OVERFLOW PROFILE 4+00 5+00 6+00 7+00 8+00 W 2730 2730 > O� NOTE: O 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 Q OTHERWISE CALLED OUT. 3. ALL GRAVITY IRRIGATION PIPE TO HAVE A MINIMUM 2' OF COVER. MOUNDING 2725 MAYBE REQUIRED 2725 EXISTING GRADE Q x FINISHED GRADE i — — _ SEE NOTE 3. N O O � N 2720 FINISHED GRADE — — — — — — — — — 2720 i - - - - - - _ 000 o - - - - - - - - - 7.1 LF 2" ' c�n `0 Of Q GIRR @ 0.28% `� _ o O U Q W N cr w 357.80 LF 12" GIRR @ 0.22% GIRR END INVERT = 2716.92 z cn - w o a� i Q Z (n Y O WW LJ C) m CJ O 48" GIRR CYLINDERMH 7 O a 4+09.41 0.0' 1 o m o RIM 2724.6t 48" GIRR CYLINDERMH 8 2715 12" IN 2717.74-N 7+71.22 0.0' 2715 w i 12" OUT 2717.74-S RIM 2720.8t z NO SUMP 12" IN 2716.94-N v 12" OUT 2716.94-5 Q w < w � = Q J o v o LL- o NO SUMP �5\p N A L F� 1ST& �l I 2710 2710 9412 4+00 5+00 6+00 7+00 8+00 61 01/08/20 �yq� OF K SHEET C7 . 2 Lo 00 Lo N � N W E C'I O O S � z 0 cn Q w 0 30' 60' LLI � Z _ SCALE 1" = 30' J O � � O Q EP 93 EP 03 93 EP 93 EP 03 EP 03 c J O O GIRR MH 9 Q STA: 0+00.00 0 1 -_____— — — — — m NOTE: r , o 1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW �.J L cn YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. 11 180° = 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW z O GIR + GIR ' 2tou GIR GIR +' GIR + �.. m YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF O O RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL INSPECTIONS. O O GIRR MH 10 G GIRR MH 11 `;J STA. 0+19.35 STA: 4+19.35 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND — O PIR PIR PIR rIR OWNED BY NEW YORK IRRIGATION DISTRICT. O O uj � O O 0 00 N O O O O O O O LL LL-1 I KEYNOTES pwp O O � O co r— I CO rp INSTALL GIRR MH-9 AT EXISTING GRAVITY IRRIGATION OPIPE. EXISTING 12" PVC INVERT AT 2729.26'. W CONTRACTOR TO FIELD VERIFY INVERT. IF DISCREPANCIES II I OCCUR CONTRACTOR TO CONTACT ENGINEER OF RECORD. O O O O � O � 00 O O W O O O O O GIRR LINE A PROFILE O O O 0+00 1+00 2+00 3+00 4+00 4+50 O 2740 2740 O NOTE: 1. ALL GRAVITY IRRIGATION MANHOLES TO BE O INSTALLED PER I.S.P.W.C. STANDARD DRAWING O SD-612 WITH NO SUMP. \ 2. ALL 12" PIPE TO BE SDR-35 UNLESS O OTHERWISE CALLED OUT. 3. ALL GRAVITY IRRIGATION PIPE TO O HAVE A MINIMUM 2' OF COVER. MOUNDING 2735 MAY BE REQUIRED 2735 w FINISHED GRADE Q d'1 15.4 LF 12" GIRR © 0.28% EXISTING GRADE- - - - — — — — — — — — — — — — — 2730 W cn ,!; I rj rn I a 3 6.00 LF 12" GIRR 0 0.62y, - - - _ - _ cn cn I a 48" GIRR MH 9 48" GIRR CYLINDERMH 10 Q LT o o cr Of 0+00.00 0.0' z i RIM 2733.8t RIM 275 .8± w w0 � N o oI RIM 2733.8t Z `" (n o 12" IN 2729.26-S 12" IN 2729.22-W 12" OUT 2729.26-E _ o 12" OUT 2729.22-N o m <<'„ NO SUMP NO SUMP 2725 4819.35 0. '" GIRR MH 11 2725 U m z o RIM 2732.2± w 12" IN 272 .76-S � = Q 12" OUT 2726.76-N o v o Li- o NO SUMP �5\p N A L F� 1ST& �l I 2720 2720 9412 0+00 1 +00 2+00 3+00 4+00 4+50 61 01/08/20 �yq� OF K SHEET C7 . 3 - - - - - - - - - _ �� _ _ _ _ _ _ _ _ GIRR MH 12 • STA: 8+19.35 UUU180 GIRR MH 13 Q W + GIR + GIR ah +� GIR + �� G� �� STA: MH 137 17 GIRR MH 11 - - - - - - - - - - - - STA: 4+19.35 BLOCK 1 726 00 1 O QO E W PIR PIR PIR- PIR PIR PIR PIR Z I, W - ----------- S z 0 cn I un O O O O O O O OrQ LWL_I N c 0 I I 0 30' 60' cn Q h SCALE 1" = 30' O 0 O 33.13FG �o NOTE: / 1.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSTALLED PER NEW W YORK IRRIGATION DISTRICT STANDARD SPECIFICATIONS. 2.) ALL PRESSURE AND GRAVITY IRRIGATION TO BE INSPECTED BY NEW YORK IRRIGATION DISTRICT INSPECTION SERVICES AND BY ENGINEER OF O RECORD. GIVE A MINIMUM OF 48 HOURS ADVANCED NOTICE FOR ALL I INSPECTIONS. e O U 0 0 3.) ALL PRESSURE AND GRAVITY IRRIGATION WILL BE INSPECTED AND O OWNED BY NEW YORK IRRIGATION DISTRICT. N GIRR MH 14 cn N C) �'� // I STA: 10+77.50 O Q Lp 12W 12 12 - ------- - ------ 12 _ _ Q / KEYNOTES- 12 12 � _ I � r � EL O 12 12 I - - - INSTALL 60" GIRR MH-13 AT EXISTING GRAVITY 2 I OIRRIGATION PIPE. EXISTING 30" PVC INVERT AT 2722.84'. CONTRACTOR TO FIELD VERIFY INVERT. IF W DISCREPANCIES RECORD. CONTRACTOR TO CONTACT ENGINEER 2 GRADE TYPICAL V-DITCH TO CONVEY GRAVITY PREVAIL PHASE E 2 I IRRIGATION WATER INTO EXISTING FIELD DRAIN DITCH. W PRE � Q � U �? I BEFORE DIGGING, CALL DIGLINE AT 1 -800-342-1585 CDI GIRR LINE A PROFILE 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 11 +50 NOTE: Z LLI 1. ALL GRAVITY IRRIGATION MANHOLES TO BE O I INSTALLED PER I.S.P.W.C. STANDARD DRAWING SD-612 WITH NO SUMP. 2. ALL 12" PIPE TO BE SDR-35 UNLESS (-D O OTHERWISE CALLED OUT. 2740 3. ALL GRAVITY IRRIGATION PIPE TO 2740 W EL HAVE A MINIMUM 2' OF COVER. MOUNDING MAY BE REQUIRED Z NEW 6" PIRR Q 2735 2735 FINISHED GRADE 2730 2730 a o zC14U W `oLLJ ; 00 un I NEW 12" WATER MAIN J d o I w O Pd Lit U v Q J N w 3 6.00 LF 12" GIRR Q 0.16% z c~ a a- i 72.01 LF 12" GIRR ® 0.17% n -1 w zo � N O o UJ _ U I- CD a- 48" GIRR MH 11 - CD m N 2725 48" GIRR 0.0' _ _ 2725 RIM 2732.2t 48" GIRR M 12 _ - _ _ _ V m o _8#19=3b- . - � - - - -) � - - - - - - - - - - - - - 20.5 LF 24" w i 12" IN 2726.76-S - - -- - z z o 12" OUT 2726.76-N - RIM 2737.1 v w RIM 2 7.1 .13-S GIRR @ 1.36% Q w F-- w NO SUMP EXISTING GRADE ` v 12" OUT 2 13-S �Y6)" 177.13 LF 24" GIRR ® 0.84% o v o o NO SUMP 24" GIRR Sip NA l F INVERT = 2721.07 5 \S T E tiC GIRR MH 13 8 95.87 0.0' R M 2740.6f 2720 1 IN 2726.00-S 48" GIRR MH 14 2720 9412 3)" OUT 2722.84-W 10+77.50 0.0' 2 " OUT 2722.84-NE RIM 2727.5t 01/08/20 ND SUMP 24" IN 2721. 5-SW sr �° 24" OUT 272 .35-E TE OF SOP P NO SUMP y�0 S. KI � SHEET 2715 2715 C7 .4 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 11 +50 CALCULATED DEMAND FOR THIS PRESSURE IRRIGATION PUMP STATION IS 250 GALLONS PER MINUTE. PUMP STATION NOTES: KEYNOTE LEGEND POWER SOURCE SHALL BE 230 VOLT SINGLE PHASE POWER. r �_ 14' 1. ALL WORK SHALL COMPLY WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION 1. 6'x8' SKID. SKID TO BE LARGE ENOUGH SUPPORT DISCHARGE PIPE. (ISPWC) AND ANY OTHER PLUMBING OR ELECTRICAL CODES THAT MAY BE APPLICABLE. 2. 4" DISCHARGE 2. THIS PUMP STATION IS TO BE OWNED AND OPERATED BY HOME OWNERS ASSOCIATION. 3. THE PUMP CONTROL PANEL SHALL BE CONSTRUCTED TO NEMA 3R STANDARDS AND COMPONENTS 3. 4" GEAR OPERATED BUTTERFLY VALVE 16 (n SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING FEATURES: DISCONNECT SWITCH, OVER 4. 4" AMIAD MINISIGA FILTER W/ BYPASS & 200 MICRON FILTRATION, OR EQUAL. 10 z0 CURRENT PROTECTION, THERMAL OVERLOAD, LINE SIDE POWER MONITORING, DC CHOKE, LIGHTNING AND 5. 170 TDH 10 HP SUBMERSIBLE PUMP. cn SURGE PROTECTION, HIGH DISCHARGE PRESSURE SWITCH, LOW WATER SHUTDOWN. THE COMPLETED ELECTRICAL SYSTEM SHALL BE A COMPLETE AND OPERATIONAL COMPONENT OF THE PUMPING SYSTEM. 6. 4" CHECK VALVE 1 8c w THE ELECTRICAL SYSTEM SHALL ALSO INCLUDE A 110 V, 30 AMP CONVENIENCE OUTLET AND 7. 3" PRESSURE RELIEF VALVE NECESSARY TRANSFORMER. 8. 6" MAIN PUMP DISCHARGE 4. POWER SOURCE SHALL BE 230 VOLT, SINGLE PHASE. COORDINATE WITH IDAHO POWER. a. 6" MANIFOLD-PROVIDE SPACE IN MANIFOLD FOR FUTURE PUMP a. THE MAIN PUMP (10 HP) SHALL DELIVER 175 GPM EACH AND OPERATE WITH A VFD (VARIABLE b. 6" GATE VALVE 4 VENT FREQUENCY DRIVE) WITH A NORMAL PRESSURE OF 70 psi (170 ft. TDH). THE VFD SHALL BE AN ABB ACS600, OR APPROVED EQUAL. c. 6" SPOOL b. A JOCKEY PUMP (5 hp MOTOR 75 GPM) SHALL BE SUPPLIED AND OPERATED WITH A VFD. d. 6" SILENT CHECK VALVE 5. PUMP CONTRACTOR SHALL PROVIDE THE ENGINEER AN OPERATION AND MAINTENANCE MANUAL FOR e. AIR RELIEF 7 Q THE PUMPS, CONTROL PANEL, AND ALL PUMP STATION APPURTENANCES. THE OPERATION AND f. MOUNTING BOLTS MAINTENANCE MANUAL SHALL INCLUDE SERIAL NUMBERS OF ALL PUMP STATION COMPONENTS. 9. LIFTING HOOK 6. PUMP CONTRACTOR SHALL START UP, SHUT DOWN, AND WARRANTY PUMP STATION THROUGH THE . O FIRST FULL IRRIGATION SEASON. START UP AND SHUT DOWN PROCEDURES SHALL ALSO BE INCLUDED 10. 48" WET WELL (VERIFY DEPTH) IN THE OPERATIONS AND MAINTENANCE MANUAL. 11. NOT USED. O 12 7. PUMP CONTRACTOR TO PROVIDE SHOP DRAWINGS OF PUMP CONFIGURATION AND PLUMBING TO BE 12. 170 TDH 5 HP JOCKEY PUMP (SEE JOCKEY PUMP DETAIL) Y - - 14 C� USED IN RECORD DRAWINGS. 13. 1/2" COUPLER VENT 15 L_LI 8. CONTRACTOR TO PROVIDE AN ENCLOSURE OVER PUMP STATION HARDWARE AND CONTROLS. 14. ACCESS HATCH ENCLOSURE TYPE AND MATERIALS TO BE REVIEWED AND APPROVED BY THE OWNER. 9. PUMP STATION ENCLOSURE SHALL BE CONSTRUCTED WITH VENTILATION (16 cfm/hp), LIGHTING 15. 1" HALF COUPLER 8a N PROTECTION, AND OUTLETS. 16. 1/4" HALF COUPLER L_L_ O 10. PUMP STATION SHALL HAVE LIGHTNING PROTECTION. 17. UL LISTED NEMA 4 VFD CONTROL PANEL. O 11. CONTRACTOR TO VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION. 42" MIN. CLEARANCE IN FRONT OF PANEL. 18. PRESSURE RELIEF WITH 4" BUTTERFLY VALVE. 8c 5 13 C) N 19. 3" GEAR OPERATED BUTTERFLY VALVE 18 15 18 20. 3" CHECK VALVE w 21. PUMP STATION BUILDING TO BE REVIEW AND APPROVED BY Of Q PROJECT MANAGER. O Z � W o LIGHTING 0 PANEL 17 EL MAIN DISC. EXPAND METAL LID 1 TRANFX C BOLTED DOWN ON ALL 9� CONTROL V.F.D. L L I 4 CORNERS OF BOX. 6' 5' VARIES 5' 6' 0 o TOP OF POND TOP OF POND ------- ----- ------------i ±2731.75' 1 ±2731.75' 2730.75' HWL W SHELF ELEVATION = 2729.75' /��'/�i 4 9 POND LINER TIE �\\�\\� SEE DETAIL ON C� o00 I t 16" 6 \//\\//\\//\\//\\//\\//\\//\\/\\/ , BOTTOM OF POND j\\ \ \j/\\� THIS SHEET. O ELEVATION t2725.75' %/\\//\� ® 1 o `1 1� %/%/%/% 6 3 \ \ \/\/\ %%% 12" SDR-35 OVERFLOW. 8a 0 t41 FEET OF 12" C-900 TO \r\\/ /\\/\\ \/\\/\\/\\/\\/\ \ \ �\�\�\ \ \ \ \ \ \/� g 8 CLEARWATER BOX INVERT Al \ /��i./��/�/� � 8 11 POND 2726.25'. SLOPE 0.30% TO 3 16 8" CLEARWATER BOX PERMALON X-210 POND LINER 30" DIA. OVERFLOW 0 OR APPROVED EQUAL, OVERLAP AND SEAL MANHOLE. GRATED MH PIPE TO EXTEND INTO POND A MINIMUM OF 12 INCHES PER MANUFACTURES SPECIFICATIONS. RIM ELEV. ±2730.70 4.00' INSTALL EXPANDED METAL SCREEN ON THE END 12" INVERT OUT 2726.00 OF THE PIPE. 1 � 15 TOP OF WET WELL AND L�J NOTE: SEE DETAIL ON THIS SHEET FOR PUMP TYPICAL IRRIGATION POND SECTION CONCRETE SLAB 2732.50' STATION DESIGN AND ELEVATIONS. SCALE: NTS 8f Q CONCRETE PAD 15 16 9 CONCRETE PAD Q Q CLEARWATER SCREEN BOX - PLAN VIEW 2 � U � LLJ 19 20 16 8e 2730.75' HIGH WATER LEVEL TOP OF BOX 8a 9 12" INV.t 2730.75' O t2732.25'. TOB / 12 OVERFLOW PIPE WATER SURFACE � � �/� � �/� \\ 4" 4" DISCHARGE PIPE TO PENETRATE THROUGH OF POND 2730.75'. N\\ /\\\�'\�'\�'\�i�\\\�i�\�i�\\r��\ �/ 1 3/4" COUPLER 1 HOLE IN SKID CONCRETE GATION MAIN. ANDSEE CONNECT EYNOTE 2TO 6 3 PRESSURE THRU PLATE LINER SHEET C6.1. 48" DIAMETER PRECAST CONCRETE WET WELL w o Q O i INTAKE SCREEN POND LINER TIE DETAIL JOCKEY PUMP DETAIL 18 MESH o j 18 MESHuj SCALE: NTS INSTALL ±41.50 FEET OF 12" �� o C-900 AT 0.50% SLOPE FROM z c~n cn `� a CLEARWATER SCREEN TO WET WELL. - CO o Q J N cr Of w z N Q Ld Z Y Cl(n c) N L(D / WCD a- w U O U 6'-0" 6'-0" 12" INV.t 2723.61' V K 12" INVERT IN FROM � m POND 2725.63'. PRECAST CONCRETE BASE, CAST FROM CLEARWATER °a o i 3'1 BOTTOM OF WET SCREEN BOX. z o 12" INVERT IN AT MqX SST MPy CT WITH FIRST SECTION OF 48" WET N WELL 2718.50' POND 2725.75'. S�OpF 2.00% SLOPE 2.00% SLOPE �' S� WELL. = Q J 3• o v o Ll- o POLY LINE FROM PUMP HOUSE �.1 MPX FOPS 1 MS F�<< ::•;',;. ... 6" MINIMUM 3/4" MINUS `: TO OPERATE SCREEN. 5� OpE AGGREGATE COMPACTED \p N A 14" OF 6" 05 \STE MINUS PIT RUN 4" OF 3/" MINUS ROAD MIX PRESSURE IRRIGATION PUMP STATION PLAN AND PROFILE VIEWS 9412 INVERT OF 12" 90 DEGREE BOTTOM OF BOX ELBOW INTO BOX t2723.25'. TYPICAL 12 FT ACCESS ROAD 01/08/20 2723.82'. SCALE: NTS ESTATE OF \OPT Q S. KIWI CLEARWATER SCREEN BOX - PROFILE VIEW SHEET C7 . 5