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CC - HS2 Cd's L0 00 GENERAL DRAINAGE L0 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE N CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. ,:I- HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND _ CY) BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE W. CHERRY LN. INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES 00 DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS : 1 FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. z0 STREET LIGHTING 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Q w 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE " ul 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. m W EL. GATO� LN. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT - PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. J ` O 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE = - - AND ASSOCIATED WIRING. - , -- 0 U� 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 LLI AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER_ J C)SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. METERS. ==� Q 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS SITE LOCATIONDEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. �, -_--. v L�J LLI 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL % Z C O BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY - WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. C� 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. W. FRANKLIN RD. W. FRANKLIN RD. Q 0 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK � W MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING O W CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. m (f� 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY C) WATER EQUIPMENT DURING TRENCHING OPERATIONS. mIN W 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. VAC I N I TY MAP WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE E SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT -NTS- TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. S = VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). L-J 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 Q IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE ROADWAY(ACHD) - SHEET INDEX - U O) CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND C) SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. rC1.0 GENERAL NOTES & VICINITY MAP NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE DISTRICT. C2.0 FINAL PLAT BEDS, DRAINAGE SWALES). 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. C2.1 FINAL PLAT SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S ENGINEER. C3.0 TESSA & TOPEKA PLAN & PROFILE 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR C3.1 ROAD SECTION & POND DETAILS SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. SEWER 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE C4.0 MASTER UTILITY PLAN 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. C4.1 SEWER LINE A & B WATER PLAN & PROFILE L� 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK C5.0 LOT GRADING PLAN - EXISTING PHASE 1 & PHASE 2 W= TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. C5.1 LOT GRADING PLAN - EXISTING PHASE 1 & PHASE 2 (� SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS 10. ALL WATER METERS ARE TO BE LOCATED OUTSIDE THE ROAD RIGHT-OF-WAY. ALL FIRE HYDRANTS ARE TO BE LOCATED WITHIN THE ROAD RIGHT-OF-WAY. W NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF HYDRANT. O THEWASTEWATER RULES (IDAPA 58.01.16). 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. DEVELOPER ILA RVEYOR 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE LATEST EDITION OF I.S.P.W.0 SEEPAGE BEDS, DRAINAGE SWALES). AND THE ADA COUNTY HIGHWAY DISTRICT SUPPLEMENTAL STANDARD SPECIFICATIONS. NORTHERN LAND HOLDINGS LLC LUTIONS 13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION JIM MERKLE, P.E. EN, P.L.S.STANDARD DRAWINGS: (LATEST EDITION) 2150 N. CANTER PLACE ST. SUITE AEAGLE, ID 83616 ID 83642ROADWAY (CITY OF MERIDIAN) 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES 208-996-4084 -2040AT 208-387-6284. MERKOLA@YAHOO.COM LUTIONS.BIZ N 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. PAVEMENT MARKINGS. Z 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. p o Y 151) ACHD STANDARD REQUIREMENTS - BENCH MARKS - L NEER w Cc L � W cn �p C-,) o 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND NAVD 88 DATUM NEERING Uj o PRESSURE IRRIGATION STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR KELA, P.E. z N o 1 DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY TBM#1 ELEV 2665.77' STATE ST. Qw o Cr Uj NDATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: ----NONE---- CHISELED "X" IN BACK OF SDIEWALK 102 Cn J o1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. D 83616 z N o o YN 9113.54 , E 7248.95 GINEERS.COMco 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE o m o MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT. V m o w z � o Q L-' L S IAN � Q C:) � C) LL C:),oft 1MPWMWd "° Plans Are Accepted For Public Doll s&Consuuedansupplemmulspedlaa6ae Street Construction 1 S> G N F�c 1ST �E ■ By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District ■ ■� policies and standards. Variances or waivers must be specifically 9412 ~ and previously approved b the District in writing. Acceptance of the P Y PP Y 9• P 9/30/20 improvement plans by the District does not relieve the Registered 61 �0 Engineer of these responsibilities. 0y�DSoKIN���P r BY DATE � ADA COUNTY HIGHWAY DISTRICT SHEET C1 . 0 CP&F INST. NO. 1/4 BOOK _ , PAGE z 105185212 9 10 W. PINE AVE. HENSLEY STATION SUBDIVISION NO. 2 LLJ N UNION PACIFIC RAILROAD RIGHT-OF-WAY LOCATED IN THE SW 114 OF SECTION 10, T3 N, R 11111, B.M. I � 4 EXISTING IDAHO 600 POWER EASEMENT (589'09'42"E� CITY OF MERIDIAN, ADA COUNTY, IDAHO o 588'25'S0"E 196.98' INST N0. 96003327 S88.25'50"E 250.26' 28.99' 25.1 V 25.06' r27.10' PLS 12464 "]Or]n. _ y4 _ 144,00' 47 04' 80.46' WC® � G L 0 W I EXISTNG PURDAM GULCH DRAIN EASEMENT-1�, LINE TABLE LEGEND 53 Q 54 55 0 LINE # LENGTH DIRECTION ® FOUND ALUMINUM CAP MONUMENT od 00 57 ag n Q L1 18.38 NO'36 41 E �� Q p FOUND BRASS CAP MONUMENT U W HENSLEY STATION SUBDIVISION NO. 1 r2 o 1 n BOOK __ , PAGES --------------- 3131 � 2717 �I �' � � ® FOUND 51$ REBAR, A5 NOTED U W 1707 29P7 5� �r »��s S` 'n • FOUND 112" REBAR, PLS 11118 � BLOCK 1 � WC CURVE TABLE � a - 0 SET 112" REBAR WITH PLS 11118 L� _ + I r•� � PLS 12464 CURVE � LENGTH RADIUS DELTA BEARING CHORD PLASTIC AP [�] :- 1 58825'50'E 114,15' 1 C C Q `--` --` -z CITY OF MERIDIAN SEWER AND WATER, C1 5.55' 15.00' 21"11'18" N11'12'20"E 5.52' SET 518" REBAR WITH PLS 11118 Q CEASEMENT,LIC ILITY INSTA NO.ND CR-SS ACCESS -- PLASTIC CAP C2 19,05' 51.50' 21'11'18" N11'12'20"E 18.94' 28,99' j �; ❑ CALCULATED POINT " I � 25.11' i a z I EXISTING CITY OF MERIDIAN SEWER AND WATER, 25.06' 27,10' 7•$9 ' C3 12.32' 51.50' 13'42'27" N14'56'46"E 12.29' - - - - SECTION LINE _ f PUBLIC UTILITY AND CROSS ACCESS EASEMENT /N88'25'50"W 114.15' �B © SURVEY TIE LINE INSTR. NO. __________________ �'1 W, TOPEI(A LN. (PRIVATE}� 52 `� O4 fi.72' S1.50' 7'28'S2" N4'21'07"E fi.72' _ ¢ U ��� "J 1�' f 589'23'19"E 107.48' a SUBDIVISION BOUNDARY LINE ` • N88755�'W 7]9.75' C5 18,02' 35.50' 29'04'54" N13'55'46"W 17.83' I C 1 589'23'19"E 93.73' c�,9 �, � LOT LINE I N$9'21'03"W N$3 58'S$" "� 2870 Sr 58 n C6 37.15' 35.50' 5957'37" N58'27'01"W 35.48' - - ZERO SET-BACK LOT LINE W -- 29.19' W 51 /� C7 45.60' 35,50' 7336'06" N51'37'47"W 42,53' ADJACENT PROPERTY LINE W W Za�o sF S89 23'19"E 103.00' I S89'23'19'E 95,01' 4 - _ - - C8 9.57' 35.50' 15'26'25" N7'06'31"W 9.54' - - - - - - - EASEMENT LINE co I o 50 DO � CITY�/ �1 ¢ co Q N PUBLIC oN � N C9 29.53' 19.00' 89'02'31" N43'54'34"W 26.64' UTILITY AND CROSS ACCESS EASEMENT SF cv S89 23'19"E 103.00' i f S89'23'19"E 95�01i ✓� - - - - C10 88.58' 57,00' 89'02'31" N43'54'34'W 79.93' 18 LOT NUMBER I - I co I _Q Ccb�sF 49 0 0 2583 fib o C11 85.71' 115.76' 42'25'15' S33'32'41"E 83.76' If i S89'23'19"E 95_oil `" S89'23'19"E 103-00' _ C � A I Q 2791 SF a b1 NOTES O C4 �/' 2997 5F o O S8923'19"E 95_01_ N N' �' 1. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME S89'23'19"E 103.00' z I OF THE RE-SUBDIVISON. I z i °rr,° 0 47 62 w 3 0 11 "' N � �//�, l V7 //J 2. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT 1N COMPLIANCE WITH IDAHO CODE SECTION 31-3805{1}(b). ALL Lnn I S8923'19"E 95.01' / o, m i - - - 2997 o t Q LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR �, ?� I � 46 �;✓�- z o C ASSESSMENTS FROM THE NAMPA& MERIDIAN IRRIGATION DISTRICT. I I Q v✓. - S89'23'19"E 103.00' in r�i 2664-T cy I/o o - - _ - V) a o W a N ���`n CO `^" 3. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE 01 i N z S89'23'19"E 95 CL- .01' N z 2M2 V 63 APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. I 1 o "' 4. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT - � i o 45 a S89'23'19"E 103.00' w cl�z 247 OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. m�� I = o S8923'19"E 95.01' N o 2585 sF 64 0 5. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 0 S89'23'19'E 103.00' - 6. LOTS 52 AND 57, BLOCK 1 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE HENSLEY STATION HOMEOWNER'S I N S89'23'19'E 95.01' ✓� b5 ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND HENSLEY Q STATION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. - 2"5F �-; 21.5 SS9'23'19"E 103.00' 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT NO � S89'23'19"E 95_01_ AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, I i 15.5' � 66 --d- PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES 2474 5F 42 N N 2997 N d AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS Q `� " 589'23'19"E 103.00' NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION Q� - - - - J SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL L� I I N89'23'19"W 95,01' 1 84.50 ? OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. _ t EXISTING CITY OF MERIDIAN SEWER AND WATER, " °O PUBLIC UTILITY AND CROSS ACCESS EASEMENT SO'36 41 W 27715E 67 BLOCK 1 $. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN INSTR. NO- -----_--_ � 2.90' a S89'23'19"E 84.94' N f ------------------------------ - --N89'23'19"W ," - - - - RECORDED A5 INSTRUMENT NO. - RECORDS OF ADA COUNTY, IDAHO. W. SANTA FE LN. (PRIVATE) 18.50' U t CC1s� 68 cc9. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT �- ^ N RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. h S8923'19"E 93.09' 10. THIS SUBDIVISION IS SUBJECT TO THE: DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR HENSLEY STATION SUBDIVISION NO. 2, RECORDED AS INSTRUMENT NO. - RECORDS OF ADA COUNTY, IDAHO. ---- - _ 2863 SF 69 p ccl N NO'36'41"E ' N89.24'22"W 102.50' SURVEYOR'S NARRATIVE ^1.98' , �p,L LAND CD l Q POINT OF BEGINNING THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED cy �G T R & N HENSLEY STATION SUBDIV1510N NO�1-- o i � i FROM SURVEYED TIES TO CONTROLLING SECTION CORNER 4�" � ►*+ BOOK PAGES - o p z 4 MONUMENTATION, INFORMATION FROM HENSLEY STATION CLINTON W. HANSEN 1 $ O w..r Q w SUBDIVISION NO. 1, RECORD OF SURVEY NUMBERS 11513, a rn c, PLS 1111$ v',+ (p 1rj 7� W cn o 11784, 11955, AND CURRENT DEEDS OF RECORD. THE [7 Z` , Q SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES �iy TF OF SOP 5� z o Z FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH TQ NPR - o oN C, I z THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. W. z cyan -i w = W Lv � o o U - o m N89'15'44'W 495.53' CD � w m 0 a I W. AVIATOR 5T. RIGHT-OF-WAY orj -A m Lan lutf S w 6 °° o PER INST. NO. 2018-100444 W. AVIATOR ST. � q w n 0' 20 40 80 Q w � w o n AND 2018-101096, ,n Land Surveying and Consulting o U o � o I SCALE: 1" -40' 231 E. 5TH ST., STE.A MERIDIAN, ID 83642 g�D NA F (208)288-2040 fax (208)288-2557 CO G\S T E �C/ www.landsolutions.biz CP&F INST. NO. 9 10 W. FRANKLIN RI?. 2018-016068 16 15 sae Na. 19-57 SHEET I OF 3 9412 10/19/20 ESTATE OF \OP�O Q' tigo s. K1N��� SHEET C2 . 0 z 0 w O U� � W O C� W W O W _ Q O Legal Description U� Hensley Station Subdivision No. 2 Thence N 1 d34'23" E a distance of 133.55 feet to a point on the southerly boundary of the = Union Pacific Railroad right-of-way; A parcel located in the SW '/4 of Section 10, Township 3 North, Range 1 West, Boise Meridian, W Ada County, Idaho, being a portion of that parcel formerly described and shown in Warranty Deed Thence leaving said subdivision boundary and along said right-of-way S 88d25'50" E (formerly S O Instrument No. 9155330, Ada County Records, and more particularly described as follows: 89009'42" E) a distance of 250.26 feet to a point; U� W Thence leaving said right-of-way S 0d36'41" W(formerly S 0°08'20" E) a distance of 446.69 feet = W Commencing at an Aluminum Cap monument marking the southwest corner of said Section 10, LL-1 from which a Brass Cap monument marking the northwest corner of said SW %4 of Section 10 to the POINT OF BEGINNING. _ bears N 0d38'57" E a distance of 2653.05 feet; This parcel contains 2.01 acres more or less. Thence N 0d38'57" E along the westerly boundary of said SW '/4 a distance of 1087.83 feet to a NPR LA NO point; � G STE G,p G W Thence leaving said westerly boundary S 89d 15'44' , E a distance of 495.53 feet to the Land Solutions, PC Clinton W. Hansen, PLS � southeasterly corner of Hensley Station Subdivision No. 1, as shown in Book of Plats on o Q Pages through , records of Ada County, Idaho; October 15, 2020 11118 O � �9�0I S1�o = � � Thence along the easterly boundary of said Hensley Station Subdivision No. 1 N 0°36'41" E a distance of 80.07 feet to an angle point on said boundary being the POINT OF BEGINNING; TON W NP Thence continuing along said easterly boundary the following courses and distances: Thence N 89d24'22" W a distance of 102.50 feet to a point; Thence N 0d36'41" E a distance of 1.98 feet to a point of curvature; Thence a distance of 5.55 feet along the arc of a 15.00 foot radius curve right, said curve having a central angle of 21*11'18" and a long chord bearing N 11'12'20" E a distance of 5.52 feet to a point of tangency; Thence N 21 d47'59" E a distance of 37.36 feet to a point of curvature; Q Thence a distance of 19.05 feet along the arc of a 51.50 foot radius curve left, said curve having a central angle of 21°11'18" and a long chord bearing N 11'12'20" E a distance of 18.94 feet to a point of tangency; Q Thence N 0°36'41" E a distance of 18.38 feet to a point; Thence N 89'23'19" W a distance of 18.50 feet to a point; W Thence S 0°36'41" W a distance of 2.90 feet to a point; Thence N 89'23'19" W a distance of 95.01 feet to a point; Thence N 0°36'42" E a distance of 238.63 feet to a point; Thence N 83058'58" W a distance of 25.38 feet to a point; Thence N 89021'03" W a distance of 29.19 feet to a point; N a Lz j ®'� ;��� Hensley Station Subdivision No.2 Hensley Station Subdivision No.2 -Land Surveying and Consulting Job No. 19-57 Lz��olut, one 3 Page 1 of 2 Land Surveying and Consulting Job No. 19-57 0 � Page 2 of 2 z LJcc rn o W ^0, rn o w � � cMo ~ o N C� ILLJ CO o (11 CD o NI � VV LLLLj cv = v (n (> LLJ I Q Z (n Y O N W Lil LJJ p CJ w 2 x CD J o � Y V 2 m W m Q w j z � o Q w L = Q o U o � o �S�O N A L F, G1STE �l 9412 10/19/20 �yq�S oK IN���P SHEET C2 . 1 III EXISTING O LO I HENSLEY STATION I I I PHASE-1 3+95.60 N r I I o 44.64 CL N i O 1 _ 3+95.60 13.50'R ' 1 44.62 TRC E } O I 111 2 ® 00 I 111 I I I S z 1111 3+66.61 13.50'R r 0 I _III 44.51 TRC (� 4 O 0 30' 60' � I W f 3+41.51 13.50'R z - J Z I o I I SCALE 1" - 30' CD I I Z I 3+16.44 13.50'R I I III I I 0 44.31 TRC J W I } } I JI O I Q O I 3 0 J J J J J J J J J J o 0 0 0 o O O o o + I I n n n �cj CD -n c uj c -n u n M �2 �; � �; � �; � �; � ff; � KEYNOTES U o N n o N N N M c0 M ,� 2+89.35 13.50'R -, U I \ � � O N 6� M 00 M r M M M c0 M co N �nn W \ c i ri Sri 44.20 TRC V W o+ + + + + + + + + + I / 1 REMOVE TYPE II SIDEWALK BARRICADE WITH KICK PLATE. U� o 0 0 o N 2+59.94 13.50L 2+81.45 Z O j \ I 3 44.11 TRC / 44.14 CL ( ^ O - N. TESSA LN. I��I / 2 REMOVE TYPE III ROADWAY BARRICADE AND SIGNS. v Q 2+42.05 13.501 / `� / O3 REMOVE TEMPORARY STORM DRAIN PONDS. -0+05 14 TRC� +00 - 0 1+I00 - - 2+00 44. _ - w � " ~ 0+00 f 0 N N. TESSA LN. 2+26.28 / 2xp9 I 45.11 CL 44.22 CL 9g I INSTALL LAYDOWN PEDESTRIAN CURB RAMP AT ADA STALL. 4 Q i I 02 s� O SEE SHEET C3.1 FOR DETAIL. O W U I � y } I EXISTING \ \ - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - I INSTALL DOUBLE CATCH BASINS #1 PER ISPWC STANDARD DRAWING SD-604A. LLI (f I CD HENSLEY STATION I 3 6 O TRC = 2544.02', INV OUT 18" = 2541.02', SUMP = 2540.02' m W II 0 0 7 W PHASE-1 li I o 0 0 0 0 0 0 o p p INSTALL t35LF OF 18" SDR-35 @ 0.12%. W P c> o c> Un c n c n c Ln c Ln c� Ln c� n c� n I r, Of �, �, � ,�, ,0 ,�, r, O SEE STORM DRAIN POND DETAIL ON SHEET C3.1. li � o co M N COVER OVER PIPE IS SHALLOW. CONTRACTOR TO USE CAUTION NOT q CD �rn o co Oq o o r' o CN cov I TO CRUSH PIPE AFTER INSTALLATION. I� ILn CD °+ N Ln 00 of + M+ c+o rn+ o 0 0 N`fl O INSTALL STORM DRAIN POND #1. SEE DETAIL ON SHEET C3.1. i li I I I I I 2+39.05 13.50'R / U I I I 44.14 TRC o III / PURDEM GULCH DRAIN rNOTE: C �O } v _ . ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD - cIR - - sue- - SUPPLEMENTAL DRAWING SD-712H TYPE 'H1' UNLESS OTHERWISE CALLED OUT. 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' 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 STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION O FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. Q 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. n Q W CD TESSA VS. TOPEKA PROFILE W � � 0+00 1+00 2+00 3+00 3+96 n 2550 2550 W N Z 3 CO M o O� o N EXISTING GRADE C4 M cv c0 �_ m ^ � M� rn� 0� r+jN W Cn � I CL FINISHED GRADE , \ �+N + t N N CD Lj 0 o 0 / \ m NN m z CIO cn I N z - z - - - m 0 NI a 2545 - - -o. o% - - - - 2545 o M QJN (n 0.40% 7 cncDW L n ( cYn rn - - - - -1.40q 00 % 1.4 ° of - - W W p CJ o C-) w - - - - - - - V CD a m 2+61.94 w GB 2543.85 m o w z � o Q w L o = Q o U o LL_ o Plans Are Accepted For Public 2540 2540 Street Construction � `, STe,\oNA� F�c 0+00 1 +00 2+00 3+00 3+96 By stamping and signing the improvement plans, the Registered � Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically 9412 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered s 9/30/20 0 Engineer of these responsibilities. ATe OF \oP� P y�IDS. KIN��� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 0 Lo co Ln N v 6' N \ wL � � E \ I s 90 TO (� POND 1 KEYNOTES \ RB G 0 0 L o I GE 500 DOUBLE CATCH BASIN #1 PER ISPWC AND ACHD SUPPLEMENTAL 0 10' 20' \\ 24" OUT TO POND „ GO R P�0 z I DRAWING SD-604A. 2544.02 TRC, 18" INV IN 2541.02'. \ I 6RETP \, O O DOUBLE CATCH BASINS SHOULD BE TWO STRUCTURES, \ ,0 24" BYPASS PIPES SEPARATED BY A 1 FT 12" SDR-35 PIPE. INVERT OF SCALE 1" - 10' 33.89' \\ G�°F� 1 1 QP Q CONNECTING PIPE TO MATCH INVERT OUT. 44.25TOP W I 2544 \ ti _ �91 PSQ�P w OINSTALL t35LF OF 18" SDR-35 0.12%. z 2 \ °�9j a� v�T�P) INV AT CATCH BASIN #1 2541.02'. INV AT S&G TRAP #1 2540.97'. 2543 \ \ 'L CD 2542 0 3 0 OINSTALL 2-1500 GAL SAND AND GREASE TRAPS #1. I SEE DETAIL ON THIS SHEET. \\ 24" IN FROM CB#1 \�j/\�j _ 2541 40.7560T 40.7560T \`\ > �``''��%� PEDESTRIAN CURB RAMP J W O4 INSTALL t13LF OF 18" SDR-35 @ 0.12%. \ O INV AT S&G TRAP #1 = 2540.77'. INV AT POND #1 2540.75'. \ \\\ LOW PROFILE RING - NTS - Q \ V AND COVER (TYP) INSTALL PRE-MANUFACTURED FLAIRED END SECTION \ LID TO BE FLUSH WITH U WITH TRASH RACK. �� �A\ GN±2544 50ISHED RFACE INSTALL END CAP ON 12" PIPE. DRILL 4" DIAMETER \ �A Z u HOLE TO CREATE AN ORIFICE TO DISCHARGE V A I — — — — — — C PREDEVELOPMENT DISCHARGE RATE OF 0.83CFS. � SEE DETAIL THIS SHEET. TOP 2540.87' Q OF CONC. T.R.C. 32'-0" B.O.S. O=F777 v INSTALL t10LF OF 12" SDR-35 @ 1.50%. �7 INV AT BOTTOM OF POND 2540.75'. INV AT EXISTING (KNOCKOUT) GIRR MH#1 2540.60'. I 20" 27-0 w u� lo OINSTALL 8 FOOT WIDE SAND WINDOW FOR NUISANCE WATER. 0 3.0:1 2540.97' 13'-6" 13'-6" 5'-0" AREA OF SAND IS ±341 SQUARE FEET. ^ 18" IN FROM CB 4 OUT O W $ 8 I TO POND 11'-6" 11'-6" C 0 7 ( DRl Fwq Mq \S��P� m W 0 \ APE 2.00% SLOPE 2.00% SLOPE - ► pR�`� W = W I INVERT OF 18" BYPASS INVERT OF 18" BYPASS 2539.10 2539.10 \ 3 5 I I 14" OF 6° CONCRETE SIDEWALK \ MINUS PIT RUN PER CALDWELL C-709 (TYP) \\\ O O 4" OF 3/" MINUS STANDARD ROLLED CURB & GUTTER SEE PLAN FOR SIDEWALK USE C� N 1 \ I 2-1500 GAL. SAND/GREASE TRAP 1 ROAD MIX PER CSD DRAWING C-702 W nl EXTEND BASE 6" BEYOND CURB (TYP.) nl 2.5" OF ASPHALT PAVEMENT Q CD as 0 o U _ - `\ — — — — — — — — TYPICAL 27 FT TOP BACK OF CURB CD ��1 \ I \\ 40.75BOT 40.7560T I I SCALE: NTS CA \ I \ 12" SDR-35 CAP. 61.00' \ I \ GLUE CAP TO THE IEND OF THE 12" PIPE " \ 1 \ Q u� I < ` SEE SHEET C3.0 W W u� Q 2543.75' HW t2544.25 FG ±2544.25' FG DESIGN VOLUME 3 PROVIDED=9,271 FT O REQUIRED=$>012 FT3 0 STORM DRAIN POND NOTE: � DRILL 4" DIAMETER ORIFICE PER THE SOILS REPORT BY SITE CONSULTING INVERT OF ORIFICE 2540.75 0 3:1 SIDE SLOPES (TYP.) DDATEDS ACROSS THE 26th OF T MBERITEEP019, GROUNDWATER 2440.75' BTM TOPOGRAPHY. GROUND WATER WAS FOUND 4 ORIFICE DETAIL Q o FEET BELOW EXISTING GROUND ELEVAITON. 2540.75' BTM GEOTECHNICAL REPORT ALSO STATES THAT FREE - NTS - u� FILTER SAND PER DRAINING MATERIAL WAS FOUND ROUGHLY 4 FT ISPWC SECTION 801 BELOW EXISTING GROUND. CONTRACTOR TO 2437.75' SAND BTM AREA: ±341 SF. EXCAVATE 3-FT BELOW POND BOTTOM TO f2537.50' SEE PLAN ABOVE ENSURE THERE IS NO GROUND WATER PRESENT. GW = FOR SAND LOCATION IF GROUNDWATER IS PRESENT, CONTRACTOR IS TO CONTACT ENGINEER OF RECORD AS SOON AS N POSSIBLE FOR REDESIGN OF STORM DRAIN POND. SAND WINDOW TO BE EXCAVATED INTO "FREE DRAINING" MATERIALS. IF OVER-EXCAVATION IS REQUIRED TO GET TO N FREE DRAINING MATERIALS, CLEAN PITRUN CAN DESIGN INFILTRATION RATE= 6" PER HOUR. 3 BE USED AS BACKFILL. PER GEOTECHNICAL REPORT, CONTRACTOR TO C7 N STORM DRAIN POND #1 EXCAVATE BOTTOM OF POND TO NATIVE, z N NON-CEMENTED MATERIALS w rn SECTION VIEW - NTS - W NUJ o Wre) M � � cMo o N cn I U1 O r_ LLJ O O NI V Q J N N N !ZIP NQ Y O O N WW Z (n LJJ p u O M O CD Y V 2 m w m Q w j z � o Q w L m = Q o C-) o LL_ o �S�p N A L F, G1STE 0 9412 9/30/20 pyq�S OF SHEET C3 . 1 Lo 00 Ln I - I 15 I I I I 0 26 27 28 O I � I o? (� I 29 30 31 54 55 56 57 58 \ S � O EXISTING �� � I Q W PHASE- 1 �r===-�� 0 30 w .� r '' • 'r r i. IIIII �\\�� SCALE 1" = 30' CD J _�: t .; '' . p r•:= �' � s'4 J .� :�::•:.'' I I I I IIIII C�SEE SHEET C4. 1 111111 u l ICJ I I I— — IIIII IIIII J I I I II III J � � w w I `� o o I II II I I Q -- • — w I _ w w \ IIIII IIIII (� � - -- S W. TOPEKA LN I — — o o S I L = = = = = = J I I I _ I W. TOPEKA LN. r \ I L — — — — — — -� S LINE A I i S i I S \ I_L � W - - - - - - — - - - - - - - - - - \ LINEA Z CDer 15 53 \ I O L Z t I II rt W _ 24 p. r' I - O W U Q N 60 I � lJ J O 0 w U� W I � It1 N ..! 23 `•. — .._...s .4: . I I m ICI _ � I � I '••�:�. I 34 50 � 3 I 61 � I 22 = 35LLI 49 — II a: I EXISTING y PHASE- 1 48 CD O g I II I 20 -' ZEEa — I I Itl z y•'. I Q C7 � � �• ? .� z I 65 I w - I I •'..t' I .•••I I 66 Q 40 44 - I m 1/ I I I coLJW U� - "?^,• � I 0 I 67 Itl I I 68 I � I I w i — — — W.wSANTA FE LN. w ss W S S / I I I •r II -' s S S r « r•,.' ° •'. w�' f y'1 • o �; ' "• r4• ..•. L}•s . i«y �. 4• ,' I II ,. •. :I•.••;•: •'• •J •r• ` 'I;' . :ll� ,•• :f. •;. 1. 'S :I:• ;• •'• .•If,; .: 'f•' i ,.JM O w I Itl r ` w co O NI o JN o = IIN t•• , I ui w Q Z n Y!:ImpN Wow � oEXISTING Oo w II z � � m 11 PHASE- 1 15 z It1 14 13 12 11 10 O O O O O O O '` c� I U LEI 1 I , +' O2 . o w < w \ONA� 1 •r, • • O co G 1 S T E 11` - - - - - - - ' - - - - - - - - - - - +GI - - — - - — — 1 PIR - - - - - - - - - - - - - GIR - - - - - APPROVED 9412 SANITARY SEWER ONLY /9 30 20 EAGLE SEWER DISTRICT s � TATE OF o --- .- .� . --------------------- - _ P P W. AVIATOR ST. — — SIGNED BY DATE ----------------- - ---------------------- SHEET y a C4 . 0 LO 00 NOTE Ln Ir- N W CFOR OR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION WATER METER LEGEND N ECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. M�, SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALL Z SED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. O 3/4" DOUBLE METER SERVICE. O S (PER CITY OF MERIDIAN STANDARD DRAWING W-1) 00 &i � z 3/4" SINGLE METER SERVICE. 0 NOTE FOR WATER INSPECTION: (PER CITY OF MERIDIAN STANDARD DRAWING W-2) co AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS W 0 30' 60' AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES 0 30' 60' Of EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD CENTER OF WATER METER TO BE 2' BEHIND ui DRAWING SD-403 BACK OF SIDEWALK (TYPICAL). z SCALE 1" = 30' SCALE 1" = 30' NOTE: J ' 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER O METERS AND WATERWORKS BRASS BE ANSI/NSF 61 - CERTIFIED. 31 I 54 55 56 57 5s \\ II I I I 0 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER W \ I I I O O O O O O O O O O o 'ALL OTHER WATER LINES NEED 4 OF COVER. Q o • 1 C) N J o m C) IIIIII ����� � _ JI 1 1 1 _ C ,� U M _ N O O O J c fl M J O W) J 0 0 CO J O J O J O W L I J + M; + �� + M� + M� I I �� _ _ _JJ I I (+ J� + J� + J + + + + + C/� M ' 00 �' I I I " I I.. I I I I� �I I� �I I� �I I I I z ZC-D CD I I CO� I I I I I I II O �� J O O O o- � � N N s Q �> aM> Q � Q � Q � Q � Q � Q � Q � WATER KEYNOTES - z M> > r7> r7> r7> r0> r)> CD L O a N N N v) N N v) v) � v) 3 3 s Q 0 0 w L ~ C) Q - - -4 - - - - - � - � - - - - � - - - - - � - - - - - - - � - _ 3 REMOVE 2" BLOW-OFF ASSEMBLY AND CONNECT TO EXISTING 2 I I I I IIIIII II I I I 3 2 O1 8" WATER MAIN AT EXISTING GATE VALVE 1 2 2 2 3 I II II i I l / / 2 2 1 2 2 2 2 1 - SAVE 2" BLOW-OFF ASSEMBLY FOR FUTURE USE w - w SSMH 2 00 II I LL JJ I I I SSMH 2 M 2 "" w O I \ 1 I - �., r STA: 1+33.69 I L _ J STA: 1+33.69 9 w 2 - 4 - o, O POTABLE/NONPOTABLE PIPE CROSSING. SEE O W �/ Q STA: �SSMH 00.00 W. TOPEKA LN. 2 -21 p- - -- - 2+ 19 / O• 0 2 o GENERAL NOTE 3 ON COVER SHEET C1.0 C� 0 LINE A s 1 SI00� L _ - -- - - - - S +00 S N. TESSA LN. S 2+0 2+ .5 O LINE B 2 UJ U 15 y 1 53 2 SSMH 3 O3 INSTALL 1 - 45' ELBOW WITH THRUST BLOCK 00 Z W Z I � - � - - - � - fi - - - - - � - - � - - - - fi - -I- - - fi - -I- - STA: 2+46.52 = W L 2 I / N. TESSA LN. INSTALL 8"x6" TEE (MJxFLG) W m 59 ( O4 1-6" GATE VALVE FLG X MJ O I Z - I Z / Mao � �o ^ moo o �o��� ^I , , rn �rn N �� � �� EXISTING t13LFOF6" C-900 ) Z EXISTING _ 3 J I + + 00 + + + � I+ �I + 0 + � + + 52 N �, I� MO I� ��0 IC, C)M I� ff') MI O;; I� MI I� MI 04 c'MI IN �I PHASE- 1 . o w Io co � c> c> � 00> �> IQ C6 I 00> co co co _ z z z z z > z z z z INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF EAGLE z I o I J J J J J J J J PHASE- 1 O WATER SUPPLEMENTAL STANDARD DRAWING No. SD-W1 U-) r ; so I I I I- LJ 1 - L I I I y CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF SEE SHEET C4. 1 �' °.r f'' EXISTING WATER SERVICE AND ENSURE WATER SERVICE IS 3 O Q IN WORKING ORDER. IF DISCREPANCIES OCCUR CONTACT CD CD ENGINEER OF RECORD. U I J I I � SEE SHEET C4. 1 • •-• `� • � SEWER LEGEND NEW 8" SEWER MAIN LINE A PROFILE LINE B PROFILE EXISTING 8" SEWER MAIN I_,_I 0+00 1 +00 2+00 2+75 0+00 1 +00 2+00 2+75 2550 2550 2550 2550 - - - - - - NEW 4" SEWER SERVICE m Lj__ NOTE: 48" DIAMETER SEWER MANHOLE O NOTE: 1.) ALL SEWER PIPE LENGTHS ARE FROM 1.) ALL SEWER PIPE TO LENGTHS FAC OFARE FROM MANHOLE.E. 0 3' 6' FACE OF MANHOLE TO FACE OF MANHOLE. 0 3' 6' 0 EXISTING 48" DIAMETER SEWER MANHOLE FACE 2. AND ARE TO BE INSTALLED WITH NO SEWER MANHOLES TO BE CONCENTRIC SEWER MANHOLES TO BE CONCENTRIC EXISTING GROUND 4" SEWER SERVICE LABEL AN c AND ARE TO BE INSTALLED WITH NO STA: = SEWER MAIN STATIONING SUMPS. EXISTING GROUND SCALE 1" = 3' SUMPS. SCALE 1" = 3' STA: 6+82 _ 43.0' L SERVICE OR OR RIGHT HOFFMAIN LINE. W 2545 - t - , _ - _ 2545 2545 - - - J - - - _ - - - 2545 INV. 27.48 10V FEET BEHIND PROPERTY RLINE. VICE DEPTH Z - - - - - - - - - SERVICE LINES HAVE A MINIMUM 2% - - - J - GRADE TO THE PROPERTY LINE. z FINISHED GROUND z_ I I 00 00 SEWER KEYNOTES II 2540d WATER MAIN 2540 2540 2540 CONNECT TO EXISTING SEWER MAIN. CALCULATED 10" INVERT AT 2530.58' W OCONTRACTOR TO FIELD VERIFY LINE AND GRADE. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD. ISPWC DRAWING SD-502 SHALL BE MODIFIED TO ALLOW A CONE TO BE USED ON MANHOLES OF 54" TO 60" DIAMETERS. Z a O CAP 10" SEWER MAIN AND MARK TO THE SURFACE FOR FUTURE CONNECTION. II INV. = 2531.38' ct rn _00 n CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING SEWER SERVICE, I I 48"0 SSMH 3 3 z c~n o 2+46.52 LINE B-SWR O INSTALLED IN PHASE-1. IF DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD. 2534 2535 253 `F a SEWER 2.52% 8" OUT42537.32-N 2535 z N CD w N Y o o 242 52 4" OUT 2537.99-E ElfN m o W O U O II CD Y 1 VM mo w 4 116.50 LF 10" SEWER @ 0.28% z 129.69 LF 10" SEWER Q 0.29% � = Q w 2 0 " 2530 2530 2530 2530 I 48"0 SSMH 2 48"0 SSMH 2 / 48"0 SSMH 1 1+33.69 LINE A-SWR 1+33.69 LINE A-SWR 0+00.00 LINE A-SWR RIM 2543.9f RIM 2543.9f RIM 2544.4t 10" IN 2531.05-E 10" IN 2531.05-E APPROVED10" IN 2530.58-E 8" IN 2531.21-S 8" IN 2531.21-S10" OUT 2530.48-W 10" OUT 2530.95-W 10" OUT 2530.95-W SANITARY SEWER ONLY EAGLE SEWER DISTRICT � 2525 2525 2525 2525 SIGNED BY DATE 0+00 1 +00 2+00 2+75 0+00 1 +00 2+00 2+75 SHEET C4 . 1 W 2 5 �.__ i u') 1 ; N I (43.59EG) (43.41EG) (43.60EG) (43.49EG) 43.57EG) N 1 ( (43.38EG) (43.72EG) (44.16EG) (43.66EG) (44.43EG) \�� 2540.056� 1\\� \25 �. 34 I - I 45.40FG 2544 45.40FG `-- ~ \` I 45.40FG'P 45.40FG_ P 45.40FG �1--� ----- __-- LINE .4�EG) VT \E EV w \ dol 2545 F 45.40 FG - - _ 1 \\ \ dul ' 2545 v ----� E' M o 45.50FG ' ' -2543 45.50FG I ' = I } 45.25FG 2g \\ \\;I ���002 �\\ O o m L 45.50FG " ��__ \ \\ \\`� \ 580 N 1- 15 2s O 0 45.50FG O 45.50FG 45.5OFG I 45.50FG \ \ \\ WTR EV S � (/) 27 2a 29 30 45.50FG 45.50FG '� \ \ o ? N r- 45.50FG 31 45.50FG 55 56 57 `�\ / 25 3 \\ \ \\ ��\ Oz o � FF=2546.00 45.61SW 45.60SW 58 �/ 2540. ' 3 � Ico N 54 FF=2546.00 VEG INE ` ` 25001 FF=2546.00 � `� u 2538.201 Q w a N 4i5iSW 45.57SW 45.25FG �\ �`.� \ WTR ELEV 0 30, 60' W Qf •t. n 45.56SW 45.58SW 45.56SW �` c `1'N� I 45.32SW 45.56SW z 45.46SW { r 1 \ N 25000 \ - SCALE 1" = 30' O 45.50FG• 45:50FG' I ' f,'1 45.25FG -c X J ° •� w '':'45.50FG •:45.50FG'. 'r..45.50FG' �, • N ` 2541.0 45.42SW b\ F 45.41S W AR ":•�% 45.40SW; _ \\ 45.35SW• a o f i �S h 45.40SW. o ,45.39SW• a� '45.41 SW ,-`zCD 254 45.40SW �/�� LINE ' ~•" '* ; N 45.41 SW a N 5'I. "' N 45.36SW ^' t r 1. ca I do �\ J 45.30SW ` V \ 45.36SW N . 2545 w W - I O o CUT/FILL () N _ _ 2s4 I I cn III _ 4ILc� Ln I (n- Oo - - - - - W N 2S4� W. TOPEKA LN. Q Illffff Q - - - HENSLEY LOT GRADING VOLUME V � N I ha �1 BUILDING FF SUBGRADE - z Z � W F $ 46.00FG 46.50SW 45.89SW �� - C I 6.73 15 -a•-2545 - 45.41 SW 45.58SW (43.90EG) EG TO FG - V C) L Q 45.90FG 46.00FG 45.50FG 53 ��' CUT - ,104CU D v : � 45.75FG 45.75FG 45.75FG 44.51 SW � � ` +• � :•� , F46.50SW 45.91 SW 45.50FG ,y. 45.69FG 45.75FG a FILL - 15,104CUYD O Q 25 c 3 49�'.., ; 1 45.50SW .78% <� Viz. 45.58SW _45.90FG NET - 14,232CUYD FILL - Q • ~46 OOFG' 46.00FG `~ > HS1 SUB VOL - 1,270 FILL II r 45.75FG, 32 44.66SW 44.61SW 52 : 45.50FG 45.50FG; J I HS2 SUB VOL - 708 CUT m I� FF=2546.50 45.75SW 45.50FG (45.92EG) w U, 45.50SW r 17°�" -'�+. I i CONCRETE VOL - 2,051 CUYD CUT Z f N 24 45.91 SW 1.77.• 45.25SW I 1 `N'' 45.75FG I i ' I i O W Q "'r .4 N �•4. 5�` 45.75FG / ` 145�41 SW.�• • so : I } / i WATER MAIN = 1,434LF @ 6sgft/LF OR 53CUYD LL O N N 46.05SW 45.86SW 33 44.78SW 44.73SWw 5t / ,� _'' 1 FF=2546.00 SEWER MAIN 1,447LF (� 6sgft/LF OR 54CUYD - N 45.75SW I / '�' I 1 I / �� / I„I„I 4.18% FF=2546.25 ' lr" 6.72 45.75FG (44.78EG) \ / Z • \ / i i SO NEED 15,502cy FILL FOR EG TO FG LOTS m Z W 45.36SW I \ i / / HA VE 2 866c OF CUT FROM SUBGRADE UTILITIES AND TRENCHES .• 5.56SW Y W 45.25SW .} 23 45.91SW • ; �� :' ..;,"r �i.4 \\ %/ SO WE NEED t12,636cy EXTRA MATERIAL TO FILL THE SITE W 46.00FG I 45.75FG 34 44.91S W 44.85SW. 45.50SW 45.41 SW s, 1 \ / / 3-24-20 1 \ / / 45.75SW L 45.50FG f •• :•.,, ; 45.75FG I j / ` / THESE CUT/FILL NUMBERS ARE FOR REFERENCE ONLY. Z \ I 45.50SW FF=2546.00 5 9%'.: : 1, (45.93EG) CONTRACTOR RESPONSIBLE FOR CALCULATING THEIR OWN CUT FILL \� 45.90FG 46.00FG � � 45.25SW I, f \ i o QUANTITIES. / r 45.90SW 45.75FG s. ' 0 \45.90FG 46.08SW +~, 35 45.03SW 44.97SW O 45.50FG _ 62 I 49 1 45.75FG' 45.75SW �•, �, 46.00FG v o /ao c s� I - 46.00FG N I 45.41SW, ,,nLnLn / ~ 46.10SW 45.84SW I � ' ' '/t _ d I / ,'. 1.89% 45.25SW 4. 9% i z' 46.25FG 46.25FG 46.25FG w ,�' ' �� �s I / 45.50 (45.66EG) O / 2.32% 4.94 +45.10SW 45.50SW 48 � `v. �� �j 4 4SW 45.60SW � -NOTES- U � II 45.90FG 46.08SW . 1 I ,. I / ,• ++ C) I /� R " "#' 46.00FG 45.91SW Q ••�s� I 4 7 45.50FG it a BUILDING FINISHED FLOOR ELEVATION IS A MINIMUM OF 3 ABOVE d - } 21 46.50FG• • � 36 45.21 SW 45.50SW = :4a4 % 1' s' 45.90FG ' + 45.41SW , ss POSSIBLE MAXIMUM WATER SURFACE ELEVATION. PER THE i4t \\\ m 46.00FG 46.50SW _ I / I FF=2546.50 p ' 46.00FG I GEOTECH REPORT DATED 9/16/19, GROUND WATER IS ' •. 45.50FG"~' 1 ENCOUNTERED AT DEPTHS RANGING BETWEEN 4 TO 5 FEET W 46.00SW 45.22SW 47 '45.10 r (46.45EG) / 1 �1 45.75FG ACROSS THE SITE. 45.90FG 46.00FG cn 46.50FG .' 45.50FG' 45.75FG I / - I I c .- 45.75FG N •a• 37 45.75FG z / 45.32SW io /°' .45.92SW y. < O I '3i57 o I z - I 46.11 SW 46.50SW :• ,.. / I I 1.61%' _ 45.41 SW FF=2546.00 6a / 45.75FG 45.75FG / m 46.00FG •46.13SW 46.00SW / 45.92SW 3 89%� 45.75FG 46.40EG I �} z Z I � as 4' f 5SW 45.39SW 46.00SW 4fi 46.00FG 45.36SW 45.56SW j 46.11 SW % .-46.50FG...,... 46.50SW 46.00FG 46.40FG 46.50FG ••• . 46.'37SW FF=2547.00 46.00SW 3.g2% 45.41SW. I' 8 I N' t 9 46.46SW'c 4. �%. 46.00SW s5 \\ (� (� ��� :. .. _: ,,•, 45.75FG (44.51EG) Q Q Q I } N r. �,L 39 45.57SW 45.51SW �" 45.50FG 46.00FG �I A FF=2547.00 / 46.00SW 45.90FG- ^ CD I '46.50FG FF=2546.50 , ,; - n • 46.00SW 66 ' F' a N ,6 46.41SW u�> 45.41SW, • W 46.50FG 45.69SW 45.64SW' as ,. 2,12% t v 45.50FG N 46.36SW 46.50FG 46.50SW 46.00FG 0 ` • 45.41 SW 45.60FG / (46.12EG) I 46.56SW 3.08% 46.50SW 4.9.%• I 45.60SW Q LL- I 1IIIII • I 9'%' 041 46.00SW'i 4 _ . •j.J ,I 465.Ws /.09S 45.75FG � ` I�I I I \ LL- W46.41S 6.06SW 5.76SW 46.00FG 46.00SW 46.40FG 45.75SW 4 46.00FGPHASE L 6.50FG CD o 46.50FG .79% % .46.25FG .0 (4637EG) a2 46.50SW 4.06% 46.09SW 46.09SW46.25FG •46.40FG 46.50FG 46.00FG 46.37SWI-J 46.50SW PHASE Q I QO 45.91 SW FF=2546.50 s8 I N I ,\ .I I I I 46.25FG i I 4.06% 46.33EG 46.50FG 46.42SW 46.40FG I I ( ) 45.86SW I 46.06SW I W. SANTA FE LN. , 45.91SW:: 46.02SW \ V. y . Ni (46.28EG)�-25 Z I a' •• 46, 46.50FG ;I I 46.40FG ? cv N .t: •,' ., orn •i ' ' .45.91SW t. . •' 'I rn , I I I I I r r 47.25FG' `.� cNo ' r ecor; •� ..� I•• 70 ,f 'D rn ca a I _' :"' ,n N; 47.25FG, ,47.25FG� co ' W � o t 46.25FG cn i`o� o� o m _ 1.1 o W o I • 25 47 I W Oo 47.25FG 45.95SW •46.00SW 46.00SW 45.92SW �I (46.26EG) o z U, o CD C o I 1 }I 47.25FG 47.25FG I w o o I Q 47.25FG z 46.50SW \ 45.89SW / I J`v o = 1 J 7.49% i cn z cn Y "� o • . , 47.00SW \ 47.50FG 47.40FG O' cn ro o z I v 47.25FG I 1 FF=2547.75 w 46.91SW • \\ �/ w = a FF=2547.75 :. • •, :• 46.50SW \ O I o d J 47.25FG o m I 47.25FG 47.25FG ,'� `� FF=2547.50-- �, (45.67EG) V M r m �> I I I to \ _ Os 0a � �� --- - ' K •i-►.�. _�47.25FG . I m o '47.00FG 415 47.50FG 47.50FG . w w 4725FG 47.25FG 47.50FG oo. Q 47. OSW 46 v w s o 0.64%. 47.25FG 1 �' 1 Sip NA l F 47.25SW ,• 47.25SW 47.25SW " 47.25SW 47.25SW 47.75SW 47.75SW _ , 47.75SW 47.75SW 47.75SW 47.75SW 46.90SW 46.94SW 46.98SW li �:� (45.02EG)2547 47.03SW y 2547 ` C G`s r - - - - - - - - / - - - - - - _ I 2546 --- - - 1 - PIR- - I TOP - TOP - - - -\ y - - 1' - - - - IK ' T-= 47.39SW 9412 46.48SW 46.65SW 46.75SW 46.83SW-46.92SW- 47.06SW I I 6S �47.15SW 47.25SW -47.34SW -47.43SW -47.52SW 47.61SW - i 74120 / 2546--- sr �° I i d01 d01 d01 d01 - -c0i d01 d01 �- '^ -d01 dol s �js, TE O F VD S. K _ ------------- W. AVIATOR ST. 48 I ----------------------------------------- - ------- SHEET C5 . 0 MM W 1 I (43.49EG) 43.57EG) 25011� 2 5 ` / N 11 I (43.59EG) (43"' L'G' (43.60EG) ( (43.38EG) (43.72EG) (44.16EG) (43.66EG) (44.43EG) �� 2540.56 �� \25 �. 34 i TOP 2544 �--___VEG LINE �4qEG) VTR \E EV N 2545 - 45.20SWL TOP 45.20SWL TOP -- - -_ \ �� co } N dOi I' d0 1 ' j 1 2545 \ �`� �\ -�--- , E' \``��b' �, , wC PLS 12464 O N00`� 1'��� �,580 O 2 2 2 2 2 2 I `------- \ / ` ���� ` WTR Eb�`:: S N 2 2 2 25 3 0:1 N 45.61SWL 45.60SWL 2 `�/\ 2540. O 2 2 N 2 2 2 2 VEG INE 25001 co i 2 2538.201 Q w 2 \ �\ \ `. WTR ELEV o 30' 60' w �U-) _ � � Vi I ° N Lr) \ I \ \ Z NN \ _ \ In'r 25000 SCALE 1" = 30' J CDao - ••,S' ;.''..` '= aF: ;'-- _ Tyr"� •i. •y• y f• •`'• r"•� . : :' •j' •1•.• -N C 2541 D x ' ;� 'rj ',, : "•'�'.^ `5 25451 \\ 64NE \\`� I� V / LO � : _ . ,' •l: � I I dot � _\ I \ \\\ �\ J CD N Ln c 2545 __ Q N - _ _ w W I 2s4 ° ° I -KEYNOTES- U (n _ _ _ 4IL _ U (/�- - i o o NLn 2543 W. TOPEKA LN. Q 7- 44.73SWL--\\,,, = _ % �� `� _ INSTALL BACKYARD SWALE IN ORDER TO CONVEY (/� a 'a �� 44.74SWL 1 O LANDSCAPE STORM WATER AWAY FROM BUILDINGS. z Z C O C o &11LL / -2545~ / ` 44.23SWL (43.90EG) SEE PLAN FOR GRADES (SWL). r n Z o O2 STEPS REQUIRED INTO BUILDING -< I r m CD 2 2 3 J (45.92EG) O3 NO STEPS REQUIRED INTO BUILDING mow/ \ LO N^ 2 / 45.00SWL % O Q L a N 'N / .. 1 3 t 44.93SWL / % C - clq LO LLI (44.78EG) �l v J W 1� 1 � L�J •Rh ME . I .: 2 7.A I /. 2 \��` j 2 1 44.93SWL \�� 2 '.• j 3 44.99SWL (45.93EG) 2 ~a ••M•,Y ••'~ 2 1 .''' 's•.., /� ?,' ���• 45.^r SW� L�J �' 45.39SWL / ~ 'v 45.77SWL I 1 45.75SWLLO 4.51 46.00SWL ` �� .I 1 N(45.66EG) 45.12SWL 2e\, 11 �� r I 0 4 / n I O fi R .'..-f 1 1 2 OK FL Li 2 t. 145.22SWL ' / Z c / J • I N N I Z / Zi - /z I 1 2 �45.27SWL = 45.60SWL = I / I 45.90SWL r 1 3 I m LL .35SWL 3SWL '• I W 45 44.7 > I 46.40EG I N 46.13SWL r r ,.�,.'• 2 I '1 s 2 45.35SWL j U LL v I N� C 3 45.16SWL ,, N, CD 2 .. ' L 2 '• , , �,. 1 (44.51 EG) Z } N 2 •}}rram' _ �I LO CD Cl- °O ram• / I '• N .' / - I_ N �; • ��:: 44.91 SWL Q L� 2 N 3 11 I-I-I N �' ' '• 45.60SWL ,'• 2 (46.12EG) U L LI I I 2CD f• 45.14SWL � 1 C. •I cp PHASE 2 o 45.62SWL (46.37EG) p r I I ,� 1- W 2 s PHASE 1 ,. QO U ' •1 J•J� 3 1 N J I 2 \� + • i I 45.72SWL 46.33EG( ) 2 1 i 45.42SWL IL W. SANTA FE LN. al } L5 C 3 N p CD to �i _C^;• 45.78SWL I (46.28EG) Z 46.02SW o I 1 r •• 46, •y ~'" ;. �� I 45.52SWL z ct I t '_ •� r :i t 3 n i D al uj o IOIh m . . '25 47 ( W4G.i5SWL . 2 45RWWEG) "ra7o � o z N I .91 f _ CD 1 }i 40: J 45.84SWL 45.67SWL Li� o =1 III 1 2 3 1 Z w '� o Elf cn PO LO IL o Jf` ------- _ \ �� 1 i N (45.67EG) V M mLii o 47.17SWL / �1- _�'47.04SWL 1 46.90SWL- z 2 - 46.85SWL o n o 46.90SW h��/ 11 47.03SWL 2 2 2 2 3 3 1 3 3 3 3 I (45.02EG) SRO N 4 l F,v^ run T E v/ I I ___ �_ _ - - ''I - ;• ••• 2547 ... .r 47.17SWL 46.192547 ` `V I t-- _ f 47.03SW 2546 --- _ ----- L47.35SWL' - - -� 46.70SWL - PIR- TTOP - - - - � TOP \ 1 IK 1 - - -- 9412 din d01 d01 d01 2546 d01 d01 d01 �- -d01 �d01 • T�TE 19 S. KIND __ --- --- ----------------------- _ _-------------_ W. AVIATOR ST. - - - -- 2548 I/ - - --------- ------------------------------------------ --------------------- - -------------------------------- SHEET C5 . 1