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CC - Construction Plans M CD GENERAL 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE PRESSURE IRRIGATION CV CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS - C'7 BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. BEING CONSTRUCTED. W. CHERRY LN. I 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 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND C) 00 DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. (DEQ) AND THE CITY OF MERIDIANWATER DEPARTMENT. LF z0 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. Y Q W 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. �' � in Uj EL. GATO LN. Z J 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 DRAINAGE PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND # � U� `�CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE �� "Ail 4 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING W INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT.. J � AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTSQ O SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. PAVEMENT WIDENING OR PAVEMENT REPAIR FROM UTILITY WORK U SITE LOCATION 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING Z C3 BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS; OF ACHD POLICY MANUAL. - 0 WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. (D0 L� _ 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 TRENCHING OPERATIONS. W. FRANKLIN RD. W. FRANKLIN RD. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. (D C)C) 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. o 0 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE w U� _ MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. Y 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT m O MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. LL CD z ROADWAY (CITY OF MERIDIAN) 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. m U� W N W = W 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 LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. STREET LIGHTING VACI N ITY MAP E 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE -NTS- S MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. W 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTALMERIDIANCITY.ORG/CMZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. Q CD ROADWAY(ACHD) 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE - SHEET INDEX - O � 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND ASSOCIATED WIRING. rC1.0 GENERAL NOTES & VICINITY MAP AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR METERS. C2.0 FINAL PLAT ADDITIONAL COMPENSATION. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN C2.1 FINAL PLAT 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT AND THE OWNER'S ENGINEER. SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS 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 INSTALL AND ADJUST ALL SPACERS, GRADE DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. C2.2 FINAL PLAT RINGS, MANHOLE RINGS AND LIDS. C3.0 SANTA FE & TESSA PLAN & PROFILE 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY 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 TACKED WITH EMULSION PRIOR TO PAVING. CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. C3.1 TRAQUAIR & TOPEKA PLAN & PROFILE 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. C3.2 AVIATOR & BLACK CAT RD. PLAN VIEW W 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND W POSSIBLE TERMINATION. C3.3 DETAIL SHEET 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED AND CERTIFIED BY ADA COUNTY HIGHWAY DISTRICT. ACHD STANDARD REQUIREMENTS C4.0 MASTER UTILITY PLAN (� 9. ALL WATER VALVES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER, AND SIDEWALK IMPROVEMENTS. 1. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED INSUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND C4.1 SEWER LINE A & B WATER PLAN & PROFILE � 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 MUST BE AT LEAST A ONE (1) FOOT STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY C4.2 SEWER LINE C & D WATER PLAN & PROFILE W 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. DATE AND SHORT, DESCRIPTION, WERE APPROVED FOR THE PROJECT: ----NONE---- C4.3 PRESSURE IRRIGATION 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 ADA COUNTY HIGHWAY DISTRICT C5.0 LOT GRADING PLAN - PHASE 1 & FUTURE PHASE 2 U SUPPLEMENTAL STANDARD SPECIFICATIONS. 13. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (LATEST EDITION) C5.1 LOT GRADING PLAN - PHASE 1 & FUTURE PHASE 2 14. CONTACT ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK FOR INSPECTIONS. CONTACT ACHD INSPECTION SERVICES AT 208-387-6284. SEWER QC 6.0 GRAVITY IRRIGATION PLAN & PROFILE 15. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION SERVICES FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS 6.1 GRAVITY IRRIGATION PLAN & PROFILE THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND DEVELOPER CLAND SURVEYOR IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER N 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 (IDAPA 58.01.08) AND SECTION NORTHERN LAND HOLDINGS LLC LAND SOLUTIONS 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 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). JIM MERKLE, P.E. CLINT HANSEN, P.L.S. N WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2150 N. CANTER PLACE 231 E. 5TH ST. SUITE A 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A EAGLE, ID 83616 MERIDIAN, ID 83642 ? w � Z 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH 2O8-996-4084 208-288-2040 N of o 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 LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION LV 000 o 00 VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER Z N � _ Uj o (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTE w N w WATER RULES (IDAPA 58.01.16). RULES (IDAPA 58.01.16). (; - L Q v CD 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 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A - BENCH MARKS - W w o o o 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 STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). NAVD 88 DATUM o Y CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND V r2 MC:) SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16). M TBM#1 ELEV 2665.77' w z � o CHISELED "X" IN BACK OF SDIEWALK w 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 < = Q J BEDS, DRAINAGE SWALES). N 9113.54', E 7248.95' oUoLLo 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. $ IAN CO Go ST %*ft IaAND Plans Are Accepted For Public Design&9onmtrw donBupp'ountal8pec](In8one Street Construction -r By stamping and signing the improvement plans, the Registered 94123 30 20 ■, Engineer ensures the District that the plans conform to all District s o ■.� policies and standards. Variances or waivers must be specifically c'yTATE OF \01" !' and previously approved by the District in writing. Acceptance of the ADS. K1N�� improvement plans by the District does not relieve the Registered J' Engineer of these responsibilities. SHEET ■ ■ ■ BY DATE ADA COUNTY HIGHWAY DISTRICT C 1 0 LO 00 Ln i N O O 00 1/4 BOOK , PAGE VL z 9 10 W. PINE AVE. 0 CP&F INST. NO. (n 105185212 w N UNION PACIFIC RAILROAD RIGHT-OF-WAY HENSLEY STATION SUBDIVISION NO. 1 w I � 7 (589'09'42*E) LOCATED IN THE SW 1 /4 OF SECTION 10, T3N, R1 W, B.M. J 4s....'_ S88.25'500E 195.98' CITY OF MERIDIAN, ADA COUNTY, IDAHO S88'25'50"E 25.00' 34.64' 72�' 25A9' 29.04' 29.05' 29,04' - � 588 25'50"E 250.2fi' PL5 12464 Q - - - - - ` � � - - -J 80.46' WC� � 2020 J W r' ! I I I y EXISTING IDAHO POWER EASEMENT I I I I r' INST NO- 96003327 J O 2s 27 2s 29 30 31 LEGEND Q CURVE TABLE U E o Q o o ® FOUND ALUMINUM CAP MONUMENT U I ! -! o rri CURVE # LENGTH RADIUS DELTA BEARING CHORD w 00 o I y I Q I Lz I Q r, � FOUND BRASS CAP MONUMENT W o o C1 19.05' 51.50' 21'11'18" S11'12'20"W 18.94' ® FOUND 5/8" REBAR,AS NOTED z U W C C2 5.55' 15.00' 211V18" S11"12'20"W 5.52' WC o SET 112" REBAR WITH PLS 11118 - 0 L� I I I BLOCK 1 I n PLS 12464 PLASTIC CAP CD EXISTING CITY OF MERIDIAN SET 5/8" REBAR WITH PLS 11118 0 0 Q N5TE N& SEWER EASEMENT ® PLASTIC CAP Q Q _ CALCULATED POINT© _m I 33.a3' 25.aa' 25.08' 29.07' 29,02' 2g.03'� SECTION LINE w � \ = N88'25'50"W 170.23` 15 �///�/� W. TOPEKA LN. (PRIVATE}/� - � S89'21'03"E SURVEY TIE LINE I 589'21'03'E 103A0` In�„ f 29.19 SUBDIVISION BOUNDARY LINE 0 W (f� 16907 sQ Fr CIDm ,' fib 80' S83'58'58"F LOT LINE 2983 so Fr 25 N 2S 38' - - ZERO SET-BACK LOT LINE � L 589'21'a3"E 95.99' 111 I _ S89'21'03"E 103.00' � 32 XV so Fr o ADJACENT PROPERTY LINE m I 0' 20' 40' 80, _ - - - - _ - EASEMENT LINE W (� N, 589'21'03"E 95.99' LO 2586 so Fr 24 - - - - �l�lll Tr CITY OF MERIDIAN SEWER AND WATER, PUBLIC = I c'v o� 33 2o1a so Fr o / ���/// UTILITY AND CROSS ACCESS EASEMENT _ - 589'21'03"E 1a3.o0' �,� 589'21'03'E 95.99' SEE SHEET 2 OF 4 FOR ADDITIONAL EASEMENT DETAILS _ i8 LOT NUMBER 2568 so F7 23 - - - - O n� :,2 34 2216 so Fr a 0 lJ J s89'21'03"E 103.00' 04 ss9.21'a3"E s5.99' NOTES _ � F 3 i 2987 so Fr 22 ✓� CD35 2500 sa Fr Q UNPLATTED 1. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECTLn Q CD J „ bo C! AT THE TIME OF THE RE-SUBDIVISON. C� CD S89'21'03"E 103.00' � �f S89'21'03°E 95.99' N 2. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT IN COMPLIANCE WITH IDAHO CODE SECTION CD I �L a; 31-3805(1){b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND 0 2988 sQ Fr 21 CID3fi 2696 sQ Fr , N WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NAM PA& MERIDIAN IRRIGATION DISTRICT. �� 00 f�, r/ N " 3. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH _ _589'21'a3 E 103`0a' r Q % _S89'2]'03'E 95,99'_ N cr V) THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING 'I"' � a, 0 PERMIT SUBMITTAL. f Q o 37 2024 sQ Fr m Nf rl- rn 299os0FT 20 o N �:, co to 04. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY z II 00 LO ('4i N 589'21'03"E 95.99'- z OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. r S89'21'03"E 103.00' ✓ o a� 38 221s so Fr 5. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL Pei " HIGH GROUNDWATER ELEVATION. `- Q 2sas so Fr 19 " S89'21'03"E 95.99'- zl a co " 6. LOTS 1, AND 15, BLOCK 1 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE HENSLEY STATION Q _ _ 589�21'03"E 103.00' �"' Q� 39 z°z�S°ter Q HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR m S89'21'03"E 95.99' PUBLIC UTILITIES AND HENSLEY STATION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. Q I cc "i zsas so Fr 1$ *� co EXISTING CITY OF MERIDIAN 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT NO CD "cv �i 40 221s so Fr a WATER & SEWER EASEMENT AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A f _ - 589'21'03"E 103.00' N S89'21'03'°E 95.99' INST. NO. - NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING / NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1)YEAR, WHEN zses so Fr 17 - N0'36'41"E 5$9'23'19"E THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS Q N N N 41 z�z3 so Fr N 2.90' 18.50' S89'21'03"E 1a3.00' Ln" N r CONSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE S89'21'03*E 95.99' S8923'19"E 95 01' �1-1 RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, 00 AGRICULTURAL FACILITY OR EXPANSION THEREOF. L� 8 - 3 �1 8. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF asle so Fr � � F6 2.�ass so Fr BLOCK 1 f Q MERIDIAN RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. ���»»T�l����» �, 9. THIS DEVELOPMENT IS SUBJECT TO THE TERMS ❑F AN ADA COUNTY HIGHWAY DISTRICT LICENSE N89"15'44 W 103.oa' -00 N8915'44"W 1fi4.53'' W SANTA FE LN. (PRIVATE) 17! AGREEMENT RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. �i 33.85' 23.17' 21.00' 21.08' 28.04' 26.01' 23.08' 21.O$' 23.08' 21.08' 26.04' N r 10. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR HENSLEY STATION SUBDIVISION NO. 1, RECORDED AS INSTRUMENT NO. - , RECORDS OF ADA I L f �o COUNTY, IDAHO. 13 14 I I 12 I 11 I 10 I g 7 I 6 ! 5 4 a , SEE DETAIL N.T.S. 11. DIRECT RESIDENTIAL LOT ACCESS TO N. BLACK CAT ROAD OR W.AVIATOR STREET IS PROHIBITED. 0 j a Q o o� o Ql Q o o 3 ss9.24'22"E 102.50' SURVEY NARRATIVE N ca LA 111D w I w! W I I t � w I � w i 4 w � w I w i w 1 o N 2977 s0 Fr N o THE BOUNDARY FOR THIS SUBDIVISION WAS ° G+<S T �! Sy I I �? I o 6I q ;� j ni - - o DEVELOPED FROM SURVEYED TIES T❑ CONTROLLING I h � N89'23'19"W 102.50' _ F � � � SECTION CORNER M❑NUMENTATION, INFORMATION � a a a ry o d ry CLINTON W. HANS o z z z z z� z z z II Q r FROM RECORD OF SURVEY NUMBERS 11513, 11784, �=„ i - _ - -r - ` - _ ;� Q� ` 3181 so Fr o N 11955, AND CURRENT DEEDS OF RECORD. THE PLS 11118 W (10 T- I r ~ I - -"' SURVEYED MONUMENTATION AND CONTROLLING Cry re aF �Q a�Gr ? W o o ai I I I ExIST;NG 30' 1NGRE S�EGRE55 AEj SEMENT - INST, N0, 769777 BOUNDARIES FIT THE RECORDS WELL AND WERE ]• p, Q w N N N 1 I I ! N$9'23'19'W 1a2.50' QCl ACCEPTED TO ESTABLISH THE BOUNDARY FdR THIS L/N W•N ` QQ - - - ~ - - - - - SUBDIVISION SHOWN HEREON. W = o �, o N 589'15'44 E 25.00' 33.67' 22.89' 21.28' 21.08' 28.04' 2fi.01' 23.08' 21.08' 23.08' 21.08' 26.04' 155.20' �' o Y 48.00' POINT OF BEGINNING a N89'15'44"W 447.53' a FOUND 5/8" REBAR 2 m w 10' WIDE GRAVITY (WEST) 4.57' NORTH PLS 12464 z � o I°p IRRIGATION EASEMENT REPLACED m � +o La4n' ' lutions W. AVIATOR ST. RIGHT-OF-WAY PER INST. N0. 201$-100444 ;n W. AVIATOR ST. ;O < = Q w AND 2018-101096. Land Surveying and Consulting J � U � LL- C:) 231 E. 5TH ST., STE.A MERIDIAN, ID 83642 SRO NA L F CP&F INST. Na. / --�- (208)288-2040 fax (208)288-2557 CO G�sTe ti 9 10 2018-016068 www.landsolutions.biz 16 15 W. FRANKLIN RD. JOB N0, 19-57 SHEET 1 OF 4 9412 3/30/20 �yq 7-S.oK IN���P SHEET C2 . 0 LO 00 Ln i N O O l/4 00 10 9 W. PINE AVE. BOOK , PAGE 'r z 0 CP&F INST. NO. cn Q 105185212 > N UNION PACIFIC RAILROAD RIGHT-OF-WAY I H E N S L EY STATION SUBDIVISION NO. 1 w � - z 48.01-„---- LOCATED IN THE SW 1 /4 OF SECTION 10, T3N, R1 W, B.M. J S88 25'Sa"E CITY OF MERIDIAN, ADA COUNTY, IDAHO U o v� ! I I I EXISTING I 2020 POWER EASEMENT J ! I INST NO, 9600 96003327 O � 26 27 28 29 30 31 Q � � E U I o ! I I V LL-1 LLJ oar BLOCK 1 z O a ca l 25.00' I I 588'25'50"E 170.58' I _ 'T �-T- J EXISTING CITY OF MERIDIANQ o S88'25'50"E � � T "'l/ o � WATER & SEWER EASEMENT CURVE TABLE � INST. NO. m CURVE # LENGTH RADIUS DELTA BEARING CHORD w `-� _ o _2_5Ab' cv V TOPEKA LN. (PRIVATE} ��_ � C3 26.98' 17.00' 90'55'13" S46'06'34"W 24.23' I N$8'2550"W 34.74'' 11z__ v, `J C4 26.68' 17.00' 89'54'41" S44'18'24"E 24.02'N89'21'03"W 65.26' N8823'00"W O W 15 25 ry i LL 3318' C5 26.74' 17.00' 90'07'35" N45'40'29"E 24A C) 21.50' 6.50' 7' w � W 32 m Z r W W LINE TABLE I 33 LINE # LENGTH DIRECTION 0' 20' 40' 80, I 23 L1 5.50' NO'38'57"E — — — — L2 6.58' NO'42'16'E W — — — L3 16.49' S89'23'19"E LEGEND 22 35 UNPLATTED L4 2.90' NO'36'41"E C) ®L5 21.50' S89 23'19'E FOUND ALUMINUM CAP MONUMENT O 7 cr p ii� FOUND BRASS CAP MONUMENT 0 L6 14.06' N47'43'37"W 21 n/ 36 ❑ CALCULATED POINT 3 L7 15.04' NO'44'16"E 00 I SECTION LINE r� _ - - rn L8 2.43' N49'20'41"W SURVEY TIE LINE SUBDIVISION BOUNDARY LINE "i 20 co✓Q °° 37 L9 9.31' NO'44'16"E `" z✓ "' L}0 15.21' N7715'51 E LOT LINE i — — — — — — ZERO SET-BACK LOT LINE L11 1&04' N4633'56"W ADJACENT PROPERTY LINE LO EASEMENT LINE AS NOTED m m L12 1.54' NO'38'57"E - f — — — �I — ���/// CITY OF MERIDIAN SEWER AND WATER, PUBLIC UTILITY C Y AND CROSS ACCESS EASEMENT m I F111 39 18 LOT NUMBER Q EXISTING CITY OF MERIDIAN 4Q WATER & SEWER EASEMENT INST. NO. - I 17 Q �21.50' 16.50' 41 r Y L5 n i� BLOCK 1 � L3 N L� Q 16 r7G10 �� � f S8915'48"E 66.69' f T 77 TTTT � rI w W. SANTA FE LN. (PRIVATE} 1 O � 1,hrn 15 w I I ! N8915'44'W 264.64'I I I 1 1 n8 1 bh 100 L 7 14 1 13 12 11 10 (1 4 !s / J' 3.00' I a I I cn �pG LA JVD Zo 3 z z Y 3 2 CLINTON W. HANSE v 8 a' Z I ._ cn o I � W � — - - - - - - - - - - - - - - PLS11118 `�' `l db ° 2 W �00 o M 9 P I I ! I EXISTING 30' INGRESS/EGRESS EASEMENT I ' v, 3A0 n�iy Te OF- IQ aGj w — 00o 1 Q TQ � p' Q w cv O n R5 N c z Q — a . N CD CD w N Y O GRAVITY IRRIGATION EASEMENT 589'15'44"E - - - - - - - ............... p...... 48.00' m cn M CD W � CJ O N CD d N8914'25"W 4$00' U o m Lan lutions 00 L�j W. AVIATOR ST. Q w L Lv Land Surveying and Consulting o o o 231 E. 5TH ST., STE.A MERIDIAN, ID 83642 p NA CP&F INST. NQ. /� (208)288-2040 fax (208)288-2557 CO G1STe 9 10 2018-016068 / www.landsolutions.biz W. FRANKLJN RD. 16 15 JOB NO, 19-57 SHEET 2 OF 4 9412 3/30/20 �yq�S.oK IN���P SHEET C2 . 1 LO 00 N Ln Ir- KEYNOTES CV W E � � OINSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD SUPPLEMENTAL M DRAWING SD-712H. C) S O 00 O2 INSTALL LAYDOWN PEDESTRIAN CURB RAMP AT ADA STALL. SEE I Z SHEET C3.4 FOR DETAIL. O_ C/") 0 30, 60' 0 30' 60' Q L J O3 INSTALL EXTRUDED CURB. SEE DETAIL ON SHEET C3.4. I_I_I SCALE 1" = 30' SCALE 1" - 30' O INSTALL SIDEWALK POURED BEHIND EXTRUDED CURB. TYPICAL IN z FRONT OF PARKING STALLS. SEE DETAIL ON SHEET C3.4. �J V O5 INSTALL 2 FT VALLEY GUTTER. SEE DETAIL ON SHEET C3.4. 0 J � W J C:) Q � U U SEE SHEET C3.2 SEE THIS SHEET (D L5 L5 SEE SHEET C3.1 I + + CNOTE: z Z r18 i I �\ ^� 0.50% . ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD F\\O"' M SUPPLEMENTAL DRAWING SD-712H TYPE "H1" UNLESS OTHERWISE CALLED OUT. 0) (D � O � Q 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS - Q n n M I o \ o h ° I THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED 0 \ Z U � c� DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD 712. DOMES SHALL (� Lo n Sri I -1 t J\ ~ 0 BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND LLI � O + + 41 I + N - FUTURE I I M 3 N ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' Z o I N I I b O w I n S rn Sri of ui 1 I M I i = 46.56SW 2 � U I PHASE-2 I �' MN� z � Q 46.18SW z I o 0 1 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT O 5 46.08SW 4 46.35SW 46.28SW i OR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND 46.01 SW -45.88SW i 1 0+39.35 15.00'L / w � (� } 45.78LIP } Lo U6 U I \ 1+45.74 29.50'L BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS o 0 46.08SW N a� 47.18 TRC + 16 46.17SW I I + O 46.24SW 46.17SW o+ I �h \ / \ 45.32 TRC DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED � 5 46.34SW 45.78LIP 1 47.38LIP \ o \� FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. m Z 45.94EP o 45.58EP 3 / t I I (9 11+77.39 13.50'L = 5 45.74EP 6g 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION 2+42.84 13.50'R 46.44SW o 45.72EP �l 45.67EP 1 I j �° J 0.43% p 45.15 TRC I_J-I ��°�° I 45.86EP o 0 47.57 7 1 4 - - - - - 46.25 TRC - = "Olt - 45.70EP -45.50EP - - - I j \ 47.57 CL 45.16LIP FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT O 45.85LIP 3 0+00 0 0 o N. TESTA LN. 1+00 1+14.77 I _ 1+83.97 13.50'L MARKINGS. 46.04LIP 2+09.29 p 9 45.76LIP 45.77SW 0.�%, 45.05LIP �� i +� o N i 1+02.38 45.43 CL 45.05LIP 45.12 TRC Z 5 0+00 I 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. o 0 1 46.14 CL 1 W. SANTA FE LN. o 0 45.77SW \ I / I 45.47 CL 2 0 o I_ - - - I - o o -I 45.31 CL % {0 .T9+00 Pq Cn4 T 2+00 1+00 N N 0+47.26 1 0+00 \ 47.56LIP 1+42.64 45.251CL U 45.47 CL \ I I I 45.31 CL 1 86.86 0 0 5 \ f / / ` 0+39.20 15.00'R 1+68.58 1+86.86 N N - - 0.43% 45.16LIP� �� \� I 1 45.20 CL 2544- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 47.18 TRC 45.13 CL o I 0 1+01.72 15.00'R 1+18.92 13.50'R / I O I 1 1 " 45.44 TRC 45.38 TRC � � J J J J J J J J J J J J 12 5 8' // 0 0 0 0 5 FUTURE c� n �n n n n �n c� �n c� �n c� n c� c> c� 14J28 N d 1 I ri ri ri Ni ri ri Ki ri ri Ni ri r�i \ n 1 c� 0 2 � � � � � � � � � � � � � � � � � � � � � � � Z I 12. 8' � � + � , � h o s4s o PHASE-2 O O N N N r7 J \ cC °° a2 O to rn ao O ^ O �' to c0 Q'� O /i----� ^) ^ In to O O� 00 QO N I U d- \ N M I") cn cn co cri cri cri In In n Sri I ¢ I a h Oq O I� M 00 to M to + J Uj \ I / rF 00 M N N N N O O O O I , O N I l /i X 1.0 00 CO _U O O \\ O \ N Go0 I I v I -� 254 00 o �� a 5 `/ OI O N M I O ��i� I �V Q 1 � I I I \\ SEE THIS SHEET SEE SHEET C3.2 W W L� ~ O C Q � � Q Q � U� SANTA FE PROFILE TESSA PROFILE 3+W00 2+00 1 +00 0+00 0+00 1 +00 1 +87 C-4 o N �rsq�`S'T oC14 �^ ro0 2550^M sT x Ct co °op° 2550 2550±N +N o N ��P� 2550 W �' ; C �L ter- �� ° m O m \P � � � o CD O� OON N- �O •bfl �� U m CD \� I p CD c�Q ''�^^ W 00 0 �I F r'`" +N + N N� o FINISHED GRADE `D O M,n V Q oN o = m N CV N +Lp M O O M N O r? N M N cD M (/) U' W M C.J m N N O� -2.0 o6 to N to CO� 00 z Q Z fn `1 O 00 m + ai LO O ��0 .00% ,n �' °°'n (n L6 n of U) r� o z U (' Om +N O+N m +N +N +N +� +N WO O U O M = N FINISHED GRADE �' 0+21.50 O C.Dm �/ \\ -2•�9q " " �' Cn CD m 0.40% :GB 2545.10 1 V m o w -0.40% z o • 0% 0.41% 0+12.28 � � -0.40% -0.40% -0.40% -0.40% 2545 0.41% Ld 1.457. 0.0 =1,09% 2545 2545 GB 2547.47 - - - - - 2545 Q w w _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - � EXISTING GRADE Plans Are Accepted For Public EXISTING GRADE Street Construction SS��N � Fti ��sTE 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 9412 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Is",3/30/20 0 2540 2540 2540 2540 Engineer of these responsibilities. �' q TE OF\OPT P 3+0&00 2+00 1 +00 0+00 0+00 1+00 1 +87 tig0 S. K,N�1� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 0 LO 00 M N V_ KEYNOTES C 4 C E O INSTALL PEDESTRIAN RAMP PER ISPWC AND ACHD SUPPLEMENTAL 1 DRAWING SD-712H. C) C) 00 OINSTALL LAYDOWN PEDESTRIAN CURB RAMP AT ADA STALL. SEE Z SHEET C3.4 FOR DETAI O_ Q W 0 30, 60' 0 30' 60' w Z SCALE 1" = 30' SCALE 1" = 30' J O NOTE: r . ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-712H TYPE "H1" UNLESS OTHERWISE CALLED OUT. J W 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED r , DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND C ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' n W W 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT V OR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND z C SEE SHEET C3.1 SEE SHEET C3.1 BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS C L O O O O o O O 0 # O J 28 27 28 O 0 3t I DATA VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED C)� 15 FILL PEE R ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. J 00 Q:: I 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION Q N FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT w � I o MARKINGS. w J J J J J J J J J J � Z J J J J J N C..> o 0 0 0 0 0 0 0 0 o N J I I J o 0 0 0 0 t 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. n Lq Lq n U ,n U ,n U U U � U U- U � U w o c� �? c� c� H H H H H H � H � H � H H M J O� N I� r r O ro I Z I N I� U O O 00 n cDLL r7 O 00 00 N � 00 I� � r` LO r` M r` O Ln N lf7 O 00 n p r7 N O O p N N r7 CD 46.04LIP 46.34S°O O "� ¢ u; N 00 r7 �p I� N I + N � I� O r7 LL r7 N coffi co LU LJ f + 46.o W O O + + + N N N N / �' I O L O O O + + M FUTURE 1 ' ' 4 .08SW / = W I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � N - - - - - - - - - -- - - - - - - - - - - - - - - - - - PHASE-2 = ~ pQ� 44.72LIP M 2+7T7 ,r- ul U 0+98.23 45.78LIP 45.06 C . 00 4 .9CL1 00 1+6 .45 00 N. TRAQUAIR LN. 1+00 2+00 3+Q 0 .38 tj - -146.14+00 4�8LIP = • 45.30+CL 1 44.72LIP 44.62LIP44.64 CLW TOPEKf� LN.45.85LIP 0.49% N- IUj - - - - - - - - - - - - - - - o� �S 44.62LIP I W I �Q O \ o P i ( CE C 1 o �n o O O o 0 0 0 0 0 I 25 c cl � c n c� n c Ln c n c n c� Lq c� U U �n c� V? z 45.76LIPOI w N I I n N 32 cD 1 SW r.., O ^ c0 O � N O O � O r7 N N � O O O r c0 N M M N � N to ^ O rr) N I N O cD O O r7 N � N M Z I C:, � M co 46.44SW O 46.56SW p o N N N N N N o+ o+ Qo N + + U U 00 r � I 24 r7 i O N 45.94EP P n N N -I p 30N O ® ® ® ® ® ® N N I p 1 + SEE SHEET C3.1 SEE SHEET C3.1 SEE SHEET C3.1 W LL-1 C LL_ C C � C� C � TRAQUAIR PROFILE TOPEKA PROFILE 0+00 1 +00 2+00 3+0@.07 0+00 1 +00 1 +65 CC w 3 y N o O Y W W 00 � � cMo � o N o CD I cn C,2550 2550 2550 2550 C7 a- C o =1 Ln o 2+91.88 W w oZ W Y O cn CD w r7 i V r7 CDz 00 GB 2544.68 = o " C, "' i O a J O N CD C,cD O M �2 m O O N O L(j r7 CDN m � n +U-) 06 O NN O +N Om + cook Z Y o FINISHED GRADE m N N m (D o ±N U w FINISHED GRADE m = Q _j r c� -0.40% C:) v C:) � C:)-0.40% Plans Are Accepted For Public 2545 -' 757* o • °% 2545 2545 -0.40% 2545 Street Construction r7 �� - - - - - - - - - - - - _ By stamping and signing the improvement plans, the Registered - - - - - - - - - - - - - - _ _ - - - - - - - - - - _ _ - - - - - - - - - Engineer ensures the District that the plans conform to all District EXISTING GRADE EXISTING GRADE 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 Engineer of these responsibilities. C 2540 2540 2540 2540 BY DATE 0+00 1 +00 2+00 3+0@07 0+00 1 +00 1 +65 ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 1 LO 00 Ln Ir- W . AVIATOR ST . FRONTAGE : STA 0 + 00 . 00 ' - STA 4 + 95 - 63 N N W E co O SEE THIS SHEET' SEE SHEET C3.0 ,\ , 0000 &i 2s /4s.> / I S z NOTE: ,2545' I I 11_- II II O U I 15 �� 2545- r7 o I 1 I I 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD g I U J `� "� 14 �-- 12 �� _ J 0 O9 O8 O7 O8 O5 4� OI o N o "� I O2 I I� a w SUPPLEMENTAL DRAWING SO TYPE "H1" UNLESS OTHERWISE CALLED OUT. m ( �, ` J J (o-__ I I 00 I I 0 30' 60' U 1 CO U CO U M U J _ - - J J 1 J I W 45.41FG I o / o; c; `Z47 cD U 00 U N U } I "' N U oo U cc N U 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS _ I N a 2546 00 Z THAN 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED I 11 + o Lo / oo � -1 I c`"n DOMES PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL 1 "' �' '\ N N - " O , / M � I\ W O N tD + + 00 o o o o SCALE 1 30 J 45.36EG + - + (ri ,\ o ,\ ,\ 06 ,n Sg o BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND o 46.62SW - + � I o � rn O �46.05SW 46.82SW 46.96SW - - + - - - - - - "' - - - - 25 + r - � - - - - + - - - - - - - - -- - + - ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED TRAFFIC YELLOW' 11 �- - /45.25EG 2546- " 47.26SW;IK- "' SIR - / I 46.87SW47.22SW , 47.46SW 47.61 SW I,� 48.32SW 48.42SW 48.61 SW Q 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT 8.33'L _47.17SW_ \ WOR FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND � VC 2+53.46 14.28'L o' � 2547 BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS 4 _ 47.38 NC 2546 47.31 SW J O DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED ` o �? o} } 0 } FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 7 _ "? I� IN N I� o~ � 47.56LIP N ao - I Q ___.47.38LIP_ __ _---- ---------- J" ---- --------- ---------------- N`-- ------------ ��--------_-- N- IY/./UCV�--- N-- N ------ (Q--"_ N r , 0100 AVIATOR (45.64EG)� 1+00 (46.34EG) (46.47EG) (46.70EG) 2+00 (47.11EG) (47.31EG) +00 AVIATOR - - 4+0 (47.95EG) AVIATOR (48.13EG) 4+9 .63 v 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION - - -FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT 0+47.04 1+00 1+50 2+00 2+50 3+00 (47.46EG) 3+73.16 4+50 LL W MARKINGS. 45.87 CL 1 46.50 CL 46.53 CL 46.78 CL 47.18 CL 1 47.41 CL 47.72 CL 48.07 CL 1 U-)5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. 2547 (47.20EG) ----2548- Z O Z O - _D ~ Q _ O -_ -2547 0 ___ _ -_ __ -2545---:2546_\ /�--� ------ -2549-- W p LL U-) Q L O m U-) PL KEYNOTES = VARIES 60'-6' P.L L-1 U-)r � r = R.O.W. SAW CUT ASPHALT AS SHOWN. CONTRACTOR TO VERIFY SAW CUT 35'-6" 25-6" 25-6" 35-6" O LINE TO INSURE ASPHALT HAS A MINIMUM SLOPE OF 1% AND Q NOT TO EXCEED A MAXIMUM SLOPE OF 4%. ADDITIONAL SAW CUT O MAYBE REQUIRED TO ACHIEVE MIN. AND MAX. GRADES. U MIN 1' LEVEL LANDING SAWCUT LINE SAWCUT LINE BEHIND SIDEWALK (TYP) INSTALL BOLLARDS BEHIND SIDEWALK AS SHOWN. O SEE DETAIL ON SHEET C3.4. 2' SEE PLAN SEE PLAN 3'1 Mq 5.00' 6.00' VARIES VARIES VARIES VARIES 3' 9.00' 2' 9.00' 6" 5.00' 1'-0" S�pPE 3,•� SCOPE X BUT j ��Op� 1.50% 2.00% 2.00% 1 pPE 2.00% LANEWOOD RD LANEWOOD RD 2.00% 1 75% S� O3 THICKEN SIDEWALK TO 6" THICK ACROSS SECONDARY ACCESS ROAD. 5:1 MPX SUS 7. HWL E 3. S�pQ MqX CUT 0 0 0 "3"-ASPHALT o 0 0 o F S• F� INSTALL PED RAMP PER I.S.P.W.C. AND ACHD SUPPLEMENTAL STANDARD DRAWING SD-712H. 5' SIDEWALKS PERISPWC AND ACHD VERTICAL CURB PER ISPWC PAVEMENT SEE 3"-ASPHALT PAVEMENT SEE Q L L ISUPPLEMENTAL DRAWING AND ACHD SUPPLEMENTALTE 3 THIS SHEET NOTE 3 THIS SHEET 5' SIDEWALKS PERSD-70G DRAWING SD-701. ISPWC AND ACHD INSTALL CURB TERMINUS PER I.S.P.W.C. AND ACHD SUPPLEMENTAL20 -6 MINUS PITRUN 4"-3/4" ROAD MIX 4"-3/4" ROAD MIX 20"-6" MINUS PITRUN SUPPLEMENTAL DRAWING STANDARD DRAWING SD-707. � 3"-ASPHALT 3'-ASPHALT C) SP-3, 0.50 INCH (�") MIX, PG-64-28. 4"-3/4" ROAD MIX 4"-3/4" ROAD MIX SP-3, 0.50 INCH (Y") MIX, PG-64-28. O SECONDARY ACCESS ROAD SEE NOTE 13 THIS SHEET 20"-6" MINUS PITRUN 20"-6" MINUS PITRUN SEE NOTE 13 THIS SHEET 6 INSTALL 2.5" ASPHALT, 4" OF -" ROAD MIX OVER 12' OF PITRUN. Q RELOCATE EXISTING STOP SIGN BEHIND BACK OF NEW CURB AVIATOR WITH DETACHED SIDEWALK LANEWOOD FRONTAGE RD AND BERM DETAIL O AND GUTTER. - NTS - - NTS - O n Q N . BLACK CAT RD . FRONTAGE : STA 0 + 00 . 00 STA 5 + 58 - 45 z w N 2 w 3 F.n.l v Q o J U W -OHP _- Ct ------ ------------------------------------------------------------ _ -- 0 30' 60' z N o l Z 0+50 1+50 2+50 3+50 4+50 5+50 �� - o o I Q BLACK CAT 45.65 CL 1 45.64 CL 1 45.30 CL -"- 44.99 CL BLACK CAT 44.41 CL 1 45.24 CL w N o = 0+00 1+00 2+00 -3+06---_-___ 4+00 5+00 5+5 .45 z cn � w Y M of 0+00 1+00 2+00 3+00 I\ 4+00 5+00 ` SCALE 1" = 30' W �i '� zoCD 45.52EP 45.40EP 45.21EP �� 44.94EP i' 44.86EP 44.46EP 44.40EP ` = o v "'o PO 45.86 CL 45.41FG 45.79 CL 45.57EP No 45.47 CL 45.08 CL 44.65 CL N44.51 CL m o a --------- ------------------- ---------- --- --------- o- g-ar ------- -� ----ate -------- _ -------- _�----ae --------------- -----� ---- --------- o o� 45.36EG o 0 45.43FG o 0 45.37FG______-__- _ -45.24FG------- 0 45.O6FG ---- O 44.79FG a o 44.72FG o 'n 44.31FG o 0 � o o o 0 0 n o o cv (o o _ o d3 d3 d3- d3 d3 - N d3 �3 d 44.38EG d3 d3 m o 0+24.43 31.02R / �� 03 03 03 03 -03. 03 03 377$ 03 03 03 03 Ld - 45.74 TRCI' 45.37EG 45.31 EG 45.18EG - 45.00EG 44.73EG o 44.66EG 44.31 FG z o _ 44.25EG-44.27EG I1 O - - - - - - - - - - -- - - - - - - - - - - - - - - \� - i - � Q w w i 1 L - - - - - - - - - - - - � - - - - - - - - - - - - --- - - - - - - - - - ----- -- - - 00 R2 - - - - - - - - � = Q � o' 4 1 - r - 0 --- � -_> R2p. O.p�, � - - - - - - -- - - o c� o � o (45.64E ) 145.25EG � I/ 3 �= Plans Are Accepted For Public I 1 I ^ I -- -- - Street Construction ,>\o NA L F 11 701 I I // 1 45.75SW 45.60SW 45.45SW 45.30SW 45.15SW 45.00SW 44.75SW 44.73SW 44.54SW 44.60SW 45.24SW �'� G`s r E I � 4s.o5sw \ � I I I By stamping and signing the improvement plans, the Registered � o I 1 \� I 2 Engineer ensures the District that the plans conform to all District 2 policies and standards. Variances or waivers must be specifically 20.00' 6 0 ( and previously approved by the District in writing. Acceptance of the 9412 i w Ir- - -- - improvement plans by the District does not relieve the Registered ST3/3O/2O o �o N i I I I Y Engineer of these responsibilities. �y q Te of I + ' ( w I I a I I S. KIN�� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 2 L0 00 Ln B.O.S. 37'-0" B.O.S. N 27'-0" 2 1/2" ASPHALT PAVEMENT 1" RAID. 1/2" RAD. __----4" OF 3/4" MINUS ASPHALT AND 5'-0" 13'-6" 13'-6" 5'-0" I COMPACTED GRAVEL BASE O OVR\%j\17/7 COMPACT EDN NATEVE � MATERIALS Z � O OR�(rFWq MqX F��( MPX F��'�pPE 016F BASE W — 2.00% SLOPE 2.00% SLOPE - ► // � pR \�\/�\/�\j\ Q PARKING ASPHALT SECTION ,\\,\\,\\,\\;\ w - NTS - �i\\�i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\�i\\� Z_ CONCRETE SIDEWALK7 14" OF 6" PER CALDWELL C-709 (TYP) MINUS PIT RUN REFERENCE PAVEMENT SECTIONS FOR SUB BASE REQUIREMENTS J " SEE PLAN FOR SIDEWALK USE O STANDARD ROLLED CURB & GUTTER 4" OF 3/" MINUS — PER CSD DRAWING C-702 ROAD MIX 0 O EXTEND BASE 6" BEYOND CURB (TYP.) 2.0 EXTRUDED CURB J �O 2.5" OF ASPHALT PAVEMENT J - NTS - OQ TYPICAL 27 FT TOP BACK OF CURB U SCALE: NTS 03, O CD LL-1 O _ Z � � O 6, CONCRETE, A 4000 PSI-AIR ENTRAINED CONCRETE MIX DESIGN THAT MEETS THE ��—n O ISPWC REQUIREMENTS FOR STREET CONSTRUCTION IS REQUIRED. rV O O B.O.S. 40'-0° B.O.S. V 6" OF 3/4" ROAD MIX — Q O CONCRETE SIDEWALK PER 0 O 30'-0" ASPHALT AND ISPWC SD-709 w U� BASE N 5'-0" 15-0" 15'-O" 5'-O" I 2 FOOT VALLEY GUTTER 0 _ O U O 13'-0" 13'-0" NTS _ L.L O O 3' M OOTMP SV� BASE 00 W U 2.00% SLOPE 2.00% SLOPE - ► 3� W � W MP SVppE OPT-- /////////////////// / / / / / / / / / / O 444 CONCRETE SIDEWALK REFERENCE PAVEMENT SECTIONS FOR SUB BASE REQUIREMENTS STANDARD ROLLED CURB & GUTTER 12" OF 6" PER CALDWELL C-709 (TYP) PER CSD DRAWING C-702 MINUS PIT RUN SEE PLAN FOR SIDEWALK USE TO EXTEND BASE 6" BEYOND CURB (TYP.) � I�G � U-)Rrcps EXTRUDED CURB W/ SIDEWALK 4" OF _�7 MINUS 2.5" OF ASPHALT PAVEMENT 6, TPI� �A� �: - NTS - O ECD TYPICAL 30 FT TOP BACK OF CURB R �:�2 ���`' O QP SCALE: NTS O y LIP � ( r)T 2.5 ASPHALT 20.0' C10 SCOPFgX OUT MPX -1 MqX UGC OUT PEDESTRIAN CURB RAMP '/'/'/'/'/'/'/'/'/'/'/ \/�\/�\/�\j\\j\\j\\/\\\ \�\/\\/ 12" - 6" MINUS 4" - 3/4" MINUS PIT RUN - NTS - CRUSHED GRAVEL SUBGRADE COMPACTED TO 95% CO 20 ACCESS ROAD Q 1 Scale: NOT TO SCALE O 4.3" O .16" M Z �\� \� , 10, MIN. FRONT VIEW-REMOVABLE REMOVABLE RECEIVER REMOVABLE RECEIVER ti RECEIVER WITH LID WITH LID WITH CHAIN Z w 3 y N o O Y BOLLARD DETAILCcN W O� 2 W Cn Scale: NOT TO SCALE W oo o 0 N o I cn O W C4 O _� F W cV J (n Y O O W O U O M d Q J V 2 m m Q LLJ z � o Q w L�J c o = Q o U o L_ o Plans Are Accepted For Public Street Construction CO ,\oNAL F�c G1STE 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 3 OF \V 0 Engineer of these responsibilities. C, TATE of P� P KIN��� BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 3 O Lo r 00 L J N � N II II I W E CY) Ilo O II 15 26 27 28 29 O 31 I 00 II I S o U LJ g 0 30' 60' SEE SHEET C4. SEWER AND WATER SCALE 1" = 30' J " I I EASEMENTS (TYP.) r nCD 40 I t.J r- - - -� - - �- - - - � - + - - - - - -I- _ 4 _ I ■ I I J W M LINE A I W. TOPEKA LN. I I PHASE 2 v s Is s LINE A I i U — — 3 \ _ ) L -1 I - - - - - - - - - Z C C CD C L z = _ i m � � I O (D QC � Q T 32 I II _ I 13 1 • w � \ _ III `� 33 m I I O I LL O c W U—) W � W � I SEWER AND WATER EASEMENTS (TYP.) z a I U-)II ch: I W II CD�, I I I Z I I U III 21 I T — 36 O r— • I � — SEWER AND WATER • EASEMENTS (TYP.) 37 � I'I � I I • II W 3 1 L d I T­ EnI c III W 39 II Ld W I Q li I 3 1 I PHASE 2 o II I I Of U _ �� III 16 ,cn J I II m � o :m - Z w w w J W. SANTA FE LN. 1 i LINE C s g s LINE C s _ t � w SEE SHEET C4.2 SEWER AND WATER �_ _ _ _ _ Uj N � T C7 J ~ EASEMENTS (TYP.) \ = W w o 0 III II I w O I 1 Li C,N II I Z - - - 0 z N CD L�j� o cn N g J T- CD CD o m V m o II 15 _ _ o Li14 13 12 11 10 O O O7 O O O 01 3 O m o Z Y o LIJ Z 1 o o o m Q - m I J I Oj Sao N A F^' Co �,1STE VG 'IR � 9412 a P P P 3/30/20 STATE OF VD Q W. AVIATOR ST. — — KIN��� W. AVIATOR ST. SHEET C4 . 0 Lo N Lo I N W E WATER METER LEGEND c� 1 s 3/4" DOUBLE METER SERVICE. (0 (PER CITY OF MERIDIAN STANDARD DRAWING W-1) 00 1 � � z 0 30' 60' 0 30' 60' 3/4" SINGLE METER SERVICE. 0 d (PER CITY OF MERIDIAN STANDARD DRAWING W-2) W SCALE 1" = 30' SCALE 1" = 30' CENTER OF WATER METER TO BE 2' BEHIND Lu BACK OF SIDEWALK (TYPICAL). z HP NOTE: ` 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER O 7 METERS AND WATERWORKS BRASS BE ANSI/NSF 61 - I_ I S E E SHEET C 4.2 SEE THIS SHEET CERTIFIED. Q U--� N N N I I 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER � � W II 15 26 27 28 zs O 31 I _ Q O O O Q 0 Q Q Q 0 4 - t - ALL OTHER WATER LINES NEED 4' OF COVER. J CD 7 I � �� � �� ��� � �ao one � �� cm, [,_ - �r� � �� N :o I p I I r�, I + o + a + o + a + rn + rn + m + o + a + (m I -o I U FUTURE N "��' "��' "��' CD �� �� ��� �C) CD ��� U Q N> Q N> Q N> Q N> Q N> Q N> Q N> Q N> Q N> Q N> II _ � w � " � � � � � � � � � � � � rf) � � Z z I 6i J� �J� J� J m O J o�0 N J O I Z z / � W I „ + � + � + � + � + � + � PHASE-2 J - � _ vJ W I I' c"I I'."I I�--I I���I IN.06I IN .�,I � } } } } } } } } } } � � I WATER KEYNOTES z � � O �--� LL z z "'z "'z � � - - - - - � - - � - - - - - - - - - - - - � - - - - - - - -SSMH 2 m v ID D Tf f 3 f f f f SSMH 4 y 4 STA: 1+71.93 HOT TAP EXISTING 8" WATER MAIN. COORDINATE HOT TAP WITH Q O o i I STA: 3+05.19 LINE B I THE CITY OF MERIDIAN AS RESIDENTS MAY LOOSE SERVICE. Q t123LF 8 WATER MAIN - - - - - - - - - 5 - - - - - + - - 0 LINE B 2+ 0 S N. TRAQUAIR LN. S . 1+00 IS i 0 O1 CONTRACTOR TO NOTE THAT THIS IS A SURVEYED LOCATION OF 4 - 4 4 4 4 4 4 4 4 5 I THE WATER MAIN AND MAY VARY. CONTRACTOR TO FIELD uj 1>___ fi 4 4 4 4 4 SSMH 3 - w w w w VERIFY AND CONTACT ENGINEER IF DISCREPANCIES OCCUR. �y I I w w w 4 4 4 4 4 4 4 LL 9 .1 STA: 2+54.53 5 z I � Q 1 2 °�� / t fi fi fi 1- v l INSTALL 8"x6" TEE (MJxFLG) O 0 0 ,I LINE A S W. TOPEKA LN. 1+00 IS 4 F2+00LINE A + 53 W• TOPEKA LN. ° I SSMH 2 1 - 6" GATE VALVE (FLGxMJ) SSMH 1 �80T � � � � �� � � � � � � � � � � � � � � I m STA: 1+71.93 2 to z N a N co N oo r) n N 7 n n N n z I - - - - JJ CO J a J J n ' "' J o f"' J J ' o INSTALL FIRE HYDRANT ASSEMBLY PER CITYWSTA: 0+00.00 z15 + m + m + 0, + 6, + rn + m + 0, rn + m + m m t70LF 8" WATER MAIN NCD c�N o 0 0 3 OF MERIDIAN STANDARD DRAWING W-8 WITH W_ QQ6Qa> Q �> Q �> �> ±18 LF OF 6" C-900 DR18. I z z z z z z z z z z GENERAL NOTE POTABLE/NONP03A BLE PIPE CON COVERSHEET N SEEG. SEE THIS SHEET SEE SHEET C4.2 SEE THIS SHEET U' INSTALL 8" TEE (ALL FLG) W O5 2-8" GATE VALVES (FLGxMJ) 1-8" FLGxMJ ADAPTER Q U O OINSTALL 2" BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN O STANDARD DRAWING W-13. LINE A PROFILE LINE B PROFILE O REMOVE/RELOCATE POWER POLE. COORDINATE WITH IDAHO POWER. 0+00 1 +00 2+00 2+75 3+25 3+00 2+00 1 +00 0+00 2550 2550 2550 2550 NOTE: VERTICAL SCALE VERTICAL SCALE NOTE: m 1.) ALL SEWER PIPE LENGTHS ARE FROM 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE TO FACE OF MANHOLE. 0 6' 0 3' 6' FACE OF MANHOLE TO FACE OF MANHOLE. SEWER LEGEND C�d � 2.) SEWER MANHOLES TO BE CONCENTRIC 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE INSTALLED WITH NO SCALE 1" = 3' SCALE 1" = 3' FINISHED GROUND AND ARE TO BE INSTALLED WITH NO � SUMPS. FINISHED GROUND SUMPS. S NEW 8" SEWER MAIN CD 2545 - 2545 2545 545 ss EXISTING 8" SEWER MAIN W \ - - - - - - - - - - - - - - NEW 4" SEWER SERVICE - - - - - - - \ z00 - _ - - - - - - - - cl EXISTING GROUND • 48" DIAMETER SEWER MANHOLE EXISTING GROUND loo Op EXISTING 48" DIAMETER SEWER MANHOLE Q W 8" WATER MAIN STA: 6+82 4" SEWER SERVICE LABEL 2540 2540 2540 2540 - 43 0' L STA: = SEWER MAIN STATIONING W 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. CL 4 SEWER KEYNOTES 2535 2535 2535 T'4�"0 SSMH 4 535 3 05.19 LINE B-SWR 301 CONNECT TO EXISTING SEWER MAIN. CALCULATED INVERT AT 2527.50' z N RI 2546.1 t 19 LF w rn 1 CONTRACTOR TO FIELD VERIFY LINE AND GRADE. IF DISCREPANCIES OCCUR rn W 8" IN 2536.24-W 8 SEWER p 90q 1• CONTACT ENGINEER OF RECORD. w 8' IN 2536.24-E W `� o 9 8" OUT 2536.14-N W o N I o PROVIDE MANHOLE WITH KNOCKOUT, BOOT AND PLUG FOR FUTURE CONNECTION t^ w o o _I -R O V Q w N " N ti OF 10" SEWER LINE. KNOCKOUT SHOULD BE AT INV ELEVATION 2530.58'. CD O 78.60 LF 10" SEWER @ 0.29% z N w o ? Ln 167.93 LF 10" SEWER 0 0.29% 2 N w � o o w 2 x m 2530 2530 2530 CD 2530CD V 48"0 SSMH 3 1 48"0 SSMH 2 2+54.53 LINE A-SWR 48"0 SSMH 2 z o 1+71.93 LINE A-SWR RIM 2543.4t 1+71.93 LINE A-SWR U w RO' NIM 5 2530.25-E 10" IN 2530.58-E 0+00.00 RIM 544.8tE B-SWR o = o - o 0" OUT 2530.48-W NOTE LJ 8" IN 2530.42-S 10" IN 2530.25-E 10" OUT 2530.15-W 8" IN 2530.42-S CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION e3/t/2F A 48"0 SSMH 1 10" OUT 2530.15-W FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. 4LTE �0+00.00 LINE A-SWR LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALLRIM 2544.4t NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. 2525 10" IN 2529.67-E2525 2525 252536" IN 2527.50-N 3+25 3+00 2+00 1 +00 0+0036" OUT 2527.50-5 1pq7 S.oK IN���P NOTE FOR WATER INSPECTION: AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES SHEET EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD 2520 2520 0+00 1 +00 2+00 2+75 DRAWING -4 C4 . 1 Lo 00 Ln V_ i WATER METER LEGEND � cY) N 3/4" DOUBLE METER SERVICE. (PER CITY OF MERIDIAN STANDARD DRAWING W-1) 0 0 z 3/4" SINGLE METER SERVICE. � O E (PER CITY OF MERIDIAN STANDARD DRAWING W-2) W CENTER OF WATER METER TO BE 2' BEHIND uj S BACK OF SIDEWALK (TYPICAL). z NOTE: J ` 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER O METERS AND WATERWORKS BRASS BE ANSI/NSF 61 0 30' 60' 0 30' 60' CERTIFIED. Q u� 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER W SCALE 1" - 30' SCALE 1" - 30' ALL OTHER WATER LINES NEED 4' OF COVER. O U U SEE THIS SHEET cW L� _ �'* WATER KEYNOTES z O SEE SHEET C4. 1 O SEE THIS SHEET ' r D I r CD L� _ 16 t48LF 8" WATER MAIN J zk J/j <_ I O - - - z� V O 0 Q- - - - - - - D fTl rT1 ±601 8" WATER MAIN 3 °D t202LF 8" WATER MAIN 0 I " z ,,, C% I INSTALL 2" BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN� �j SSMH 8 H6 STANDARD DRAWING W-13.4 z I 0 0 LINED STA: 2+76.66 \ I STA: 0+00.00 4 t 11 LF 8" WATER MAIN mow/ W W W - _ 2 INSTALL 8"x6" TEE (MJxFLG) 0• 1 W. SANTA FE LN. 4 5 - - - W. SANTA FE LN. - i 2 N. TESSA LN. cO 6 160• O 1 - 6" GATE VALVE (FLGxMJ) O W Q Xr- �'o LINE C a� 0 1+ 00 +00 LINE C 2+ Fi6 W O�� LL s s s s / I 6 6 FIRE HYDRANT ASSEMBLY PER CITY OF C\ / 9 I 4 4 4 7 SSMH 7 O3 MERIDIAN STANDARD DRAWING W-8 w u� W SSMH 4 SSMH 6 I - - / STA: 1+10.66 t8LF OF 6" C-900 DR18 m STA: 3+05.19 - fi - - - - r - - - - - - - - - - - - - - � - STA: 2+76.66 / fi - - � - � - \ LLJ} t34LF 8" WATER MAIN 8 4 1 O POTABLE/NONPOTABLE PIPE CROSSING. SEE W I 6 GENERAL NOTE 3 ON COVER SHEET C1.0 Ln:I co :I .I .I - :I - .I SII i t75LF 8" WATER MAIN + o + Lc) - - - Qf N I� N CO CO O p c0 c0 O L(7 I"J �� + 6� + O + O + O + O + O + O) + O) + O) +_ O� + O� + p� p- O- r,7 0 0 o o o o p o o o o M o M o o N o N o I � INSTALL 8" TEE (ALL FLG) 00 00 00 00 00 .. 00 co co 00 in I I O O I ¢ z x + t33LF 8" WATER MAIN 5 2-8" GATE VALVES (FLGxMJ) O N J N J J J2�i'ij� U_2 N z N � � Q J I I I n n I h�o� �/ �IW76 1-8" FLGxMJ ADAPTER (� ��/ I � - - - j t32LF 8" WATER MAIN \ 6 INSTALL 8" 22.50• BEND WITH THRUST BLOCK W 14 13 12 11 10 p p 0 p ( O4 O1 Z I �_� J O Q f l I D O O I t15LF 8" WATER MAIN INSTALL 8" TEE (ALL FLG) O O SEE THIS SHEET I I O 3-8" GATE VALVES (FLGxMJ) O FIRE HYDRANT ASSEMBLY PER CITY OF j O MERIDIAN STANDARD DRAWING W-8 WITH fi I I t12LF OF 6" C-900 DR18 i CONNECT TO EXISTING 8" GATE VALVE. CONTRACTOR TO OFIELD VERIFY SIZE AND LOCATION OF 8" GATE VALVE. IF ANY DISCREPANCIES OCCUR CONTACT ENGINEER OF RECORD FOR REDESIGN. 0 LL_ SEWER LEGEND U O 1.) ALL SEWER PIPE LENGTHS ARE FROM O FACE OF MANHOLE TO FACE OF MANHOLE. s NEW 8" SEWER MAIN W 2.) SEWER MANHOLES TO BE CONCENTRIC NOTE: LINE C PROFILE AND ARE TO BE INSTALLED WITH NO EXISTING 8" SEWER MAIN � SUMPS. LINE D PROFILE 0+00 1.) ALL SEWER PIPE LENGTHS ARE FROM 1 +00 2+00 3+00 0+00 1 +00+11 NEW 4" SEWER SERVICE 2550 FACE OF MANHOLE TO FACE OF MANHOLE. 2550 2550 2550 � � O 2.) SEWER MANHOLES TO BE CONCENTRIC 48" DIAMETER SEWER MANHOLE LJ-I AND ARE TO BE INSTALLED WITH NO VERTICAL SCALE VERTICAL SCALE W O SUMPS. EXISTING 48" DIAMETER SEWER MANHOLE 0 3' 6' 0 3' 6' STA: 6+82 4" SEWER SERVICE LABEL STA: = SEWER MAIN STATIONING FINISHED GROUND 43.0 L 43.0' L OR R = LENGTH OF 4" SCALE 1" = 3' SCALE 1" = 3' INV. FINISHED GROUND 27.48 SERVICE LEFT OR RIGHT OF MAIN LINE. INV 27.48 = 4" SEW�ERERICE DEPTH10FEET BEHIND PROINE. 254 2545 254 _ _ _ _ _ _ 545 _ _ - - - - - - - - - - - - - - - - - - - - _ Z EXISTING GROUND EXISTING GROUNDco N 00 NOTE 7� L Y cc 8" WATER MAIN m CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION LLB N I �, o 8" WATER MAIN 8" WATER MAIN FOR CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. LV 00 o 0 LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND SHALLcn 2540 2540 2540 2540 NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. o 0 0 =1 CD 37.09 LF 8' z �' z N Y o SEWER 0 65% CD a- CD o Q � J V 2 m w 4 65.58 LF 8" SEWER m o NOTE FOR WATER INSPECTION: 70.20 LF 8" SEWER 0.63% 198.46 LF 8" SEWER ® 0.41% z o QAT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS Q w [ J 48"� SSMH 8 AND ALL OTHER LOCATIONS THAT UNBALANCED FORCES o v o o 0+00.00 LINE D-SWR 1+1 SSMH 7 EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD 48"0 SSMH 6 1+10.66 LINE D- WR RIM 2546.5t DRAWING SD-403 2535 08+00 00 LINE C-SWRRIM6.66 2545 21}E C-SWR 2535 2535 8" OUT 2537.56-N 48"0 SSMH 6 RIM 2545.1 t 2535 o NA� RIM 2546.3t T48"O SSMH 4 0+69.58 LINE D-SWR 8 OUT 2537.39 S co F� 8" OUT 2536.68-E 3+05.19 LINE -SWR 8" IN 2537.15-N �,1STE 0+74.20 LINE C-SWR 8" IN 2537.15-S 2+76.66 LINE C-SWR G, RIM 2546.1 t 8" OUT 2537.05-W RIM 2545.2t 8" IN 2536.24-W 8" IN 2537.15-N w 8" IN 2536.24-E 8" IN 2537.15-S 9412 8" OUT 2536.1 -N 8" OUT 2537.05-W 3/30/20 �yq 7,S 0K IN���P 2530 2530 2530 2530 0+00 1+00 2+00 3+00 0+00 1 +00+11 SHEET C4 . 2 Lo 00 Lo N � N W E C'7 O O 00 S � z 0 w 0 30' 60' w Z SCALE 1" = 30' J (� W u� J W J W Q � KEYNOTES U W C� � W HOT TAP EXISTING PRESSURE IRRIGATION WITH A 4" Z O O TAPPING SADDLE. CONTRACTOR TO VERIFY SIZE AND �—n O C3 LOCATION OF EXISTING PRESSURE IRRIGATION. V W Q O2 INSTALL < O 1-4" GATE VALVE Q OINSTALL mow ` 3 1-4" TEE LL�// CAP AND MARK TO THE SURFACE. O W W Q L.L WLU W m U-) 0 W W C/) W � Q W CD W W c� W Q W W W W PHASE 2 W PHASE 1 w W. SANTA FE LN. N U' V. Cc 7 O L � Y V W W W N I o W 0 O I F V QWN N (n J (l'1 (> W V) Y OUJ O O V M O Z w = O u O 'd- _ Z Q CD a- w O CD r2 m 0 � L1J --------------------- u w E.G. O 3 0'3 NMID ACCESS EASEMENT Q w ~ I � = Q —E.G.�� PER ROS 11784 � u --—-------------------------------------- -- EG.— -------- ----- -----E�------------------------ E.G. CJS G 1 S T E 3 r 198LF 4" PIRR I .O-3 Or 2 p=1RR p=1RR�—PIRR—�IRR E.G. PIR PIR P —P P—IPR�IRR —PIRR PIRR L--- �IRR I p p p �IRR�IRR—�—PIRR�iRR •Q / \ p i i \ 1 d01 301 d01 d01 d01 941 2 3/30/20 / X 301 TOE TOP \ a p p —p — x X x X—x—x d01 3011 301 C,TATE OF \VP,61 P x x x x x x x x x x x do 7gOS. KIN��� W. AVIATOR ST. SHEET U � a ro C4 . 3 Lo 00 (43.59EG)47(4Z2544-:��45 ) (43.49EG) 43.57EG) (43.72EG) (44.16EG) I -- ( � (43.38EG) (43.66EG) (44.43EG) I I 45.40FG .40FG �- O _____ :____ (36.4�EG) \ \� I 45.40FG 45.40FG Lam- F- - ` ` \ co 2545 45.40FG 45.40FG. I _ - 2545 v \ --T---T _ : �' M I 45.50FG -•2543 I N \ \\ \ \�\\ \ C) 45.50FG 45.25FG 2 \ \ \ \ `n 45.50FG \ N \ \\ \ 45.50FG \ 00 15 2s 27 2s 2s 30 45.50FG 45.50FG 45.50FG 45.50FG 45.50FG S Z N ^� 45.50FG 31 45.50FG 55 56 57 \\\ / \ I \� `\ co N FF=2546.00 45.61SW 45.60SW 54 58 `� \\ ,n I FF=2546.00 \ FF=2546.00 \\ \\\ W m N 4 i 5 i SW 45.57SW \ `• `\ 45.25FG \ \� 0 30' 60' w 45.58SW Lo,n 45.56SW 45.56SW _ _ I \ \\ N N I % 45.32SW 45.56SW \ 45.46SW r r 1 \ N 000 \`\ \--- SCALE 1" = 30' 45.50FG• .. ( >7: ;=, 1 . CD 45. OFG' %• ,. '45.50FG `' ` ' ; 1•.• 45.25FG , \ \ J •. •' 45.42SW t t 45.41 SW �45.50FG 45.50FG O \\ i , 45.35SW. K. 45.40SW;45.40SW. o, co.. +n5 .. O .45.39SW '45.41SW .' 1254 45.40SW \ �` 00 •N 45.41SW' m N • •I. N I 45.36SW � r r N ' � � � ` . .�'. ca I 45.30SW + J O i I II -I- 45.36SW 45 N i i - zs r(W-w - 2544 O o CUT/FILL (� I j N J 254� W. TOPEKA LN. " ' �VJ- - - - -� - - _ 00 L - - - - - - J W a rn O HENSLEY LOT GRADING VOLUME V W 1 BUILDING FF SUBGRADE - z Z � O 46.00FG 46.50SW 45.89SW \� - O 6.73 / 15 -a'-2545 \ 45.4%SW 45.58SW (43.90EG) EG TO FG - V O O 45.90FG 46.00FG 45-OFG 53 �� CUT - 872CUYD v r 45.75FG 45.75FG 45.75FG 44.51 SW , 46.50SW 45.91SW I • ': r 45.75FG FILL - 15,104CUYD O Q / 45.50FG 45.69FG 25 c 3.49�'*• 1 45.50SW 78% <� 6 z 45.58SW 59 _45.90FG NET - 14,232CUYD FILL Q • ~46:OOFG' ,. .,f �� 46.00FG `~ > HS1 SUB VOL - 1,270 FILL � r 45.75FG, 32 44.66SW 44.61SW 52 45.5OF6 45.50FG J I HS2 SUB VOL - 708 CUT u m FF=2546.50 45.75SW 45.50FG (45.92EG) wN O j I 45.50SW r 17°�' j Ilk +. I j CONCRETE VOL - 2,051CUYD CUT 0. O- Z N 24 45.91SW 1.7�. 45.25SW I 1 `N'' 45.75FG : I i !� �� O W u Q '�' ' °►'.' • i WATER MAIN - 1,434LF @ 6sgft/LF OR 53CUYD 45.75FG / ; •' t so I � N N 46.05SW 45.86SW 33 44.78SW 44.73SWw 5t / •:�' ._• t45.41SW FF=2546.00 s'. i SEWER MAIN - 1,447LF @ 6sgft/LF OR 54CUYD W O N ° 45.75SW / %' Lo r I + 45.75FG-,,, I i 4.18% FF=2546.25 /'' N: , 6.70 I (44.78EG) �i /� / SO NEED 15,502cy FILL FOR EG TO FG LOTS m Z W �/ 45.36SW 45.56SW I i / HAVE 2,866cy OF CUT FROM SUBGRADE, UTILITIES, AND TRENCHES = W 45.25SW ` � W 23 45.91SW ; SO WE NEED t12,636cy EXTRA MATERIAL TO FILL THE SITE 46. 17 OOFG I 45.75FG 34 44.91 SW 44.85SW. 45.50SW 50 \ '`.45.50FG 45.41 SW al". ' 3-24-20 O 45.50FG ' 45.75SW L f'`' _.. 45.75FG I j THESE CUT/FILL NUMBERS ARE FOR REFERENCE ONLY. Z 45.50SW FF=2546.00 5 9%'.: �', (45.93EG) CONTRACTOR RESPONSIBLE FOR CALCULATING THEIR OWN CUT/FILL \� 45.90FG 46.00FG 45.25SW I, f i QUANTITIES. O �\ 45.90SW 45.75FG-1 . ",45.50FG 0 \45.90FG I�I m I 22 46.08SW 45.03SW 44.97SW 49 1 ��" 62 W.45.75FG' 45.75SW 'i ' I I• �, 46.00FG i / I - 46.00FG (� 45.41 SW, U, I / 46.1 OSW 45.84SW -:�NN I / :' 1.89% 45.25SW 4. 9% 46.25FG 46.25FG 46.25FG w ' '• �s /' 45.50 (45.66EG) O 2.32% 4.9�} +45.10SW 45.50SW as �w. s�� �j 4 4SW ` 45.60SW O I 46.00FG 46.08SW 1 ` / i O 45.90FG I /X R "'_ 45.91SW I Q "'••�s I 417 45.50FG I 21 46.50FG 36 45.21SW 45.50SW :4a4 % s' 63 45.90FG d \ ` 45.41 swill W 0 °K \\ m FF=2546.50 •46.00FG 46.50SW p - .5 F 46.00FG / \ r 45.50FG 4 9 7 Li 46.00SW 45.22SW 47 45.50FG• 7 1 (46.45EG) I 45.75FG �14 I I I 45.90FG 46.00FG 46.50FG 45.50FG' 45.75FG N .45.92SW a Q 37 45.32SW I 45.75FG 45.75FG 1.61% ¢r14 = 46.50SW z 46.11 SW A. ' I 46.00SW 45.75FG 45.75FG 45.41 SW FF=2546.00 fi4 I i I I 46.00FG 46.13SW 45.92SW z 3 81% 45.75FG I (46.40EG) t 45.36SW 46.50FG 3s 45.45SW 45.39SW 46.00FG as 46.00FG 1. 45.56SW I I I I 46.11 SW r % f• 46.50SW + •' .•• •. +3 53%. I I W W 46.40FG 46.50FG 46.37SW FF=2547.00 46.00SW 45.41SW. s5 I I j N is 46.46SW'c 4. �%. 46.00SW• ���! �,� �� :. .. _: ,•, 45.75FG \ (44.51EG) Q Q Q I I N r' , L 39 45.57SW ` _ 46.50SW I : , ,, f ,� • / f' -.45.50FG-", 46.00FG 45.90FG- - 00 00 FF=2547.00 , 1 `46.50FG 46.00SW FF=2546.50 N • . 46.00SW I I 18 46.41 SW u`t, 45.41 �� / a N ••t• W 46.50FG ao 45.69SW 45.64SW 44 ',, 2,12% 45.50FG N 46.36SW 46.50FG 46.50SW 46.00FG 0 ` + /415.41 SW 45.60FG / (46.12EG) O 46.56SW 3.08% 46.50SW •4.9 %•• I / 45.60SW � I O L� 46.00SW 46.09SW / \ -46.41SW � :. '` .•_ ' ,.`j.' ' y. % 45.75FG O 46.06SW 45.76SW 43 '••46.00FG : /46.00SW s7 `• .1 46.40FG 45.75SW / 46.50FG Q I I I y - LL- 46.07SW 46.25FG 4.06% P HAS E 2 46.00FG I I (46.37EG) O 46.50FG . 2.79% 46.50SW • I 46.40FG s'• 46.50FG 's:• 46 37SW 46.09SW 46.25FG 46.00FG 7 I I \I I O I r i I I ,6 46.50SW PHASE ;.� .IQO I I �� 45.91 SW FF=2546.50 s8 I N j l i i 46.50FG 46.42SW' 46.25FG l i l (46.33EG) 46.40FG I 45.86SW 46.06SW I I I W. SANTA FE LN. / 45.91SW' ... 46.02SW 1 ti• . I (46.28EG) 3 j I j I _ e' •' ., 46, s '' 46.00FG\\. 46.50FG 46.40FG ? c\, j I I I I N t; •: ` N ° rn •i ` .45.91 SW rn ,, I r 47.25FG' ' er, r .47.25FG, •�.. 47.25FG• " o I ' ao 46.25FG cn co o� o 33% _i 0 I Zi� • 25 47 i W h � I (46.26EG) � co a� o I j l 47.25FG 45.95SW 45.92SW o f L, o I I 47.25FG •46.00SW 46.00SW _ �� ? w I I I I t I I 47.25FG 47.25FG - - w o N N l i z 46.50SW \ 45.89SW / I o = a I I I I 1 J 8.Q4o / I NpQz cn Y `� o 47.25FG N 47.00SW \\47.50FG W w lil p o v o o W 47.40FG I I FF=2547.75 w 46.91SW I I FF=2547.75 46.50SW \ 0 } I o CD 47.25FG 47.25FG 47.25FG - --- • .:.4j„ 7. `? '�, ( ) r m W I I FF=2547.50 45.67EG V ,s -\\ ,,t4 -- __ � � � � 0 ,- / ` :•'- �t-.• __ 47.25FG � m � s 47.50FG 47.50FG t47.00FG 47.50FG 47.40FGi v Ld 47.25FG -.� 47.25FG 47.25FG_ 47.50FG ' " ►�. :., ' �' Q w Q w 46.96SW' ` 47.00SW II o o � o j i t I :83%. 47.25FG I �' . S\oNAI F \ / 47.25SW ,• 47.25SW 47.25SW " 47.25SW 47.25SW 47.75SW 47.75SW _ , 47.75SW 47.75SW 47.75SW y 47.75SW 46.90SW 46.94SW 46.98SW li 0:\ (45.02EG) j j _ r• 2547 47.03SW r. F \ o s I 2547 I _ - - -- _ �� \\ PIR - PIR I 2546 r� ` \ = 47.39SW 2548 46.48SW- 46.65SW 46.75SW 46.83SW 46.92SW 47.06SW � I `\ 47.15SW - 47.61 SW I - 4 47.25SW 47.34SW 47.43SW 47.52SW - 3/30/20 2546 s o S oK IN���P - W. AVIATOR ST. - _ - - - 2548 - `' v� SHEET C5 . 0 LO �I 'I 00 (43.59EG) (43.41EG) (43.60EG) (43.49EG) (43.57EG) (43.72EG) (44.16EG) (43.38EG) (43.66EG)� j 2544 (44.43EG) \ \ \ N 45.20SWL ----- \____--`- \\(36.4�I �\ \\ 45 45.20SWL 1 25 2545 \ \\ \ \ ----T--- \ E co VA- PLS 12464 O \ \ \ M r� \ W •2 \ \ S N 2 2 z 0:1 N 2 2 45.61SWL 45.60SWL O 2 `\/\ / \ \\\\ `\\\ 2 co 2 2 2 _ 0 30 60 of \ \\ \ II 04 N I 1 . \ Lr) \\\ I a•. ; F 1' �• •1 \\ *• NN I \\ �� \\ \--- SCALE 1" = 30' J wc CD I 1� r' ..' I,• •. '"sue:'J .. : j a• N \\\ ///' \`\\\\ 1 . r ; •' _ ,� '•,, a 5� ••••"•••e• " • ! . •.••• . .5 .'2545 `� PVS-12464 �� i I I • 2545 ``\ N - - _ I W 2s44 ° ° I I -KEYNOTES- U +cn- - - _ - - - - - - - - I 254J W. TOPEKA LN. Q - _ ° ° L _ W d- a N ' / 44.73SWL = _ �� �`� - INSTALL BACKYARD SWALE IN ORDER TO CONVEY U-) W / \� � 44.74SWL 1 O LANDSCAPE STORM WATER AWAY FROM BUILDINGS. z Z CD O / \ 44.23SWL ( ) SEE PLAN FOR GRADES (SWL). r n C) � Z �\ / -c-2545 V STEPS REQUIRED INTO BUILDING m I I 2 2 3 J (45.92EG) O3 NO STEPS REQUIRED INTO BUILDING L.I.J \ N <:�c ^ N 2 2 ,'• : •' t I `''/� ' :,N: , =` I I 1N : j 45.00SWL /i / / W�Z VN 2 O N 44.93SWLN W V / L(44.78EG) LLJ ME I 2 \\\\ j ' : 44.93SWL 44.99SWL Z (45.93EG) / 45.39SWL / 45.77SWL I 1 45.75SWL - z�; /j -'V N N 46.00SWL 5: : �� I I 1 N(45.66EG) Q 45.12SWL 2 w O /fi R �.a 2 ( Q •.ems I a I ; i11 I / I - �+.' FL \ II •,.•; ./. 2 I III I I / I /I \ I � '••` W 2 2 •, '' ••"'• 145.22SWL 1 I z � _ I / / 2 N Q 2 45.60SWL = I I I Z I I 1 45.90SWL = 3 45.27SWL I W / I m LL 45.35SWL 73SWL 44. 1 I (46.40EG) Q U-) N I I I I I t ••4• I Q 1 1 1 I 46.13SWL 1 ;;; 2 '' '11 1 1 I i r r. '• '•.•,• 2 I '• a s 2 45.35SWL I = W co e 2 f, ,, 1 n t 3 45.16SWL--_00 j N .. / 2 2 L0 �,. \\\ _ (44.51 EG)LO CD Cl- 00 _ N : co" �:: //// 44.91SWL 10 3 N .••j•L 45.60SWL CD 2. II (46.12EG) Y • 45.14SWLCD � 1 L :. I �' 2 3 ,. ' •• . `.• '• 'i/ 2 3 t 1 I '� Q � � I I I , s r• \\ II � :�: 5 - PHASE 2 " o 45.62SWL I (46.37EG) W W j j j s PHASE _ ` 1 45.32SWL QO CD 2 y.• 3 =. QO Ln 45.72SWL (46.33EG) j I j I = �••• 1 j 45.42SWL j - - - - W. SANTA ® `: 2 I N cn II _ _ ;• 45.78SWL I (46.28EG) 3 46.02SW � � • 'r. o Y 2546J/ •\ , 1 I N I 1 r , •y ~_" \� I 45.52SWL z I.. co C LLJ I I I I ' '' •: •' ` :1 r cn I I � , ; . •• • LLI � o I I I I . 25 4 24G.i5SWL 45( �• € N o0 `r70G)IIM 0 Z I I I I 4 0' 45.67SWL Q Li"' `� o II I o o I I I I 45.84SWL ccn CD w N Y o I 1 \ 1 Z ElfV) r� o W N 2 \ 3 / UJ �i oz cz- ,:� � ? / N (45.67EG) V co CD 47.17SWL 7 �:• __- 47.04SWL 46.90SWL- z o Ld I J \ , 1 11 w w m 46.82SWL 3 ' ' I' o v o � Cl (45.02EG) �p NA L 47.03SWL 2 2 2 2 3 3 3 3 3 3 �` s T E F,yc .• 2547 47.17SWL 46.19cwl \� • r I i -- ----- ----- 47.35SWL \ 1 \\ PIR - PIR 47.03SW 2546 46.70SWL 2547 \ I \ - 1 2548'IR _ 9412 'I it smp 3/30/20 I / 2546 s 0 J/ I y0 - - L - W. AVIATOR ST. S K1N i - - - - - - - - - 2548 SHEET C5 . 1 Lo 00 Lo N � N W E C'I O O S � z , - - z SHEET C6. 1 I I I I cNi� 3 Q w I I LLJ ~ O I 0 30' 60' Z W I � Z 15 1a 13 12 11 10 $ I — •r�� • W SCALE 1" = 30' J ' X O X O a 1 3 sl i O m o CD 2 x GIRR MH 2 I x X 2 1 1 3 STA: 2+20.36 GIRR MH 3 J W 1 2 GIRR MH 1 6 STA: 2+75.74 TeP STA: 0+80.98 — — — — — 1 12 1 CM! R�Cl KEYNOTES U U \� 4 2 GIRR MH 4 5 nn �V 2 STA: 3+68.23 3 a W \\\ ---- ------------------------ I O REMOVE & DISPOSE OF EXISTING IRRIGATION BOX. 3 ----- = W W W W — -------- ----- 111^•111/ W W W W -------------------- V O Li � O —J W W W W --1Y----- W W W v II 2 O REMOVE & DISPOSE OF EXISTING PIPE. O Q II 3 a 3 3 REMOVE AND DISPOSE OF EXISTING IRRIGATION BOX. W \ INSTALL 30" CYLINDER MANHOLE. () CONNECT EXISTING 12" IRRIGATION PIPE TO 30" MANHOLE. O W u� Q CALCULATED INVERT = 2543.45' C w O IF DISCREPANCIES OCCUR CONTACT THE ENGINEER OF U� W RECORD FOR REDESIGN. m W CONNECT EXISTING 12" IRRIGATION PIPE TO 30" MANHOLE. W I� LCULATED INVERT = 2543.93' FADISCREPANCIES OCCUR CONTACT THE ENGINEER OF RECORD FOR REDESIGN. OINSTALL PIPE 12" C-900 OR EQUAL AT ENTRY ROAD. LJ� Q U O C � W O Q LJ- O GRAVIRTY IRRIGATION PROFILE n-� 0+00 1+00 2+00 3+00 4+00 n-� Q � n C� 2550 2550 FINISHED GROUND w J EXISTING GROUND \ o Y 2545 2545 N \ W — — — — — — — — — — — — 5 =D \ ^M rn w 78.98 LF 12" GIRR @ 0.18% 135.38 LF 12" GIRR @ 0.23% ao M o- - - - - - - - - - - - SDR-35 51.38 LF 12" GIRR @ 0.24% 88.49 LF 12" GIRR @ 0.23% � C-900 SDR-35 z N o I Cl 4 (, Q L;N `� �, N w CDo I CD Ld 30" GIRR YLINDERMH 1 z w = Ln 0+80.98 0.0' 8" WATER W _ o � RIM 2547.1 MAIN Z CD m 12" IN 254 .45-S 2540 NO SUMP12" OUT 2 43.45-E 2540 V m 30" GIRR CYLINDERMH 2 30" GIRR CYLI DERMH 3 w 2+20.36 0.O'L 30" GIRR CYLINDER H 4 U w RIM 2547.5t 2+75.74 0.0' 3+68.23 0.0' � = Q J RIM 2547.6t RIM 2546.9t o v o = o 12" IN 2543.14-W 12" IN 2543.0 -W 12" OUT 2543.14-E 12" OUT12" IN 2542.82-W NO SUMP NO SUMP2543. 2-E 12" IN 2543.93-E �S\o NA F� 12" OUT 2542.824 NO SUMP �,1STE Gl 2535 2535 9412 0+00 1+00 2+00 3+00 4+00 61 3/30/20 �yq� OF K SHEET C6 . 0 Lo 00 Ln i N O O SHEET C6.0 ° z I I [IF o N. TESSA LN. I �r " .. / Q W -- I I d + '. .:I •h•« " =1,: " ;l fi / 0 30' 60' w Ld OLL - (n Lij s s s > I i I. �,�• w w x O� GIRR ® F III MH 3O ' � � I� II N•.•'y' +-�' * — v f yr. .a�L•`° t — — v^r.}L-' T; *s• v — "r �• • e.�I °,_t .} +rI;r.r` 1�.�*s v .+.'.�•' .--.ramI-- ty .. i �I I I I X 0 O STA: 2+75.74 CD l �'(D 0 Z O - CD Li O x W W h I I I Q O Q Q �, �, / I I I = I � � � �, � o 0 0 0 0 0 � � w = GIRR MH 4 X 1�: + + :' I — — — — / oe O O STA: 3+68.23 I s ., :•; 180' W O 4+00 +0 '- — '+ O I -s::: - - — �' - - - - - - - — — - - n w L_ - � � O � X � GIRR MH 5 GIRR MH 6 0 P m � s STA:P 7+68.26 STA: 8+15.19 C ) = W 18 PV301— I rvc— TOE �301 fV � TOE -301 O CO W � O � 00 O O � GRAVIRTY IRRIGATION PROFILE CD 10 3+50 4+00 5+00 6+00 7+00 8+00 9+00 O O O O O O O � O � O � 2550 2550 O Q O � CO \ FINISHED GROUND 2545 \ /�1 \ - - �\ \ 2545 W \ \ EXISTING GROUND \ \ \/ \ a N Z 3 N O \ O N O \ W 396.03 LF 12" GIRR © 0.53% Cc \ CALCULATED W 2.93 LF 12" GIRR 0.24 63.5 LF 12" \ INVERT = 2540.46' W -' M co 0 o 0.23% cn I u: GIRR CD \ 2540 C7 L � o =I N 30" GIRR CYLINDER H 4 !ZIP (" c D ui �' I N 3+68.23 0.0' \ W ``' Y O N Of (/1 M O _ � O O c0 RIM 2546.9tCD a- \\ V o 12" IN 2542.82-W m 12" IN 2543.93-E \ m o 12" OUT 2542.824 30" GIRR CYLINDER H 5 T30" GIRR CYLINDERMH 6 z � o SUMP 2540.82 7+68.26 0.0' \ v w RIM 2545.3t 8+15.19 0.0' Q w � J RIM 2545.7t � = Q _ 12" IN 2540.70-S 12" IN 2540.60-N C:) v o = o 2535 SUMP IN 0-N 12" IN 2540.60-W 12" OUT 2540.60-SKNOCKOUT) 2535 SUMP 2538.7538.70 SUMP 2538.60 �S�O F� �,1ST �E Gl 9412 3/30/20 oK IN���P 2530 2530 3+50 4+00 5+00 6+00 7+00 8+00 9+00 SHEET C6 . 1