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CC - Construction Drawings GENERAL CONSTRUCTION NOTES LEGEND SHEET INDEX C cod 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION ISPWC , PARCEL BOUNDARY EXISTING TELEPHONE PEDESTAL m a ( ) SHEET G1.0 TITLE PAGE M THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS); MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA LOT LINE ® EXISTING WATER MANHOLE SHEET C1.0 FINAL PLAT- 1 OF 3 n,� 0 w E COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT(ITD). THE MORE STRINGENT OF ANY OF THESE EXISTING STORM DRAIN NEW FIRE HYDRANT SHEET C1.1 FINAL PLAT-2 OF 3 H y Co N STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. -"-" EXISTING GRAVITY IRRIGATION N WATER VALVE SHEET C1.2 FINAL PLAT-3 OF 3 L a - X EXISTING EDGE OF PAVEMENT D 4 DUAL WATER METER SHEET C1.3 SITE TOPOGRAPHY 0 m 1 c 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES SHEET C2.0 SITE DEMOLITION > O 'rn DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE x WIRE FENCE WATER METER m c SHEET C3.0 SITE IMPROVEMENTS-1 OF 2 a) GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. VINYL FENCE ® INSTALL MONITOR WELL SHEET C3.1 SITE IMPROVEMENTS-2 OF 2 _ a WOOD FENCE EXISTING SANITARY SEWER MANHOLE SHEET C3.2 SITE GRADING- 1 OF 2 �� 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. SHEET C33 SITE GRADING 2 OF 2 rm m -�-"- EXISTING GRAVITY IRRIGATION PIPELINE INSTALL SANITARY SEWER MANHOLE . CANAL TOP OF BANK c c cn W co 4. ALL CONTRACTORS, SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. ® INSTALL SANITARY SEWER SERVICE SHEET C3:4 SITE UTILITIES/SEWER- 1 OF 2 m SHEET C3.5 SITE UTILITIES/SEWER-2 OF 2 rn Y - - - CANAL TOE OF SLOPE 6 SANITARY SEWER CLEANOUT c c M L SHEET C3.6 NORTH LOCUST GROVE CONST. w co v 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 - - - ROAD CENTERLINE ® 1000 GALLON SEDIMENT TANK SHEET C3.7 SITE IRRIGATION PLAN Q O LL C� 0 PROJECT WITHOUT TWENTY FOUR(24) HOUR PRIOR NOTICE. -�-�- EXISTING WATER LINE TYPE 1 INLET CATCH BASIN SHEET C3.8 SITE IRRIGATION DETAILS n co NEW WATER LINE ® STORM DRAIN MANHOLE SHEET C4.0 CONSTRUCTION DETAILS a 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER 06 W ui VALVES. -�- - EXISTING SANITARY SEWER LINE id EXISTING POWER POLE SHEET C5.0 STREET LIGHT PLAN M c o -® NEW SANITARY SEWER SERVICE -� EXISTING POWER POLE GUYWIRE W U Lo > 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING STANDARD 6-INCH VERTICAL CURB DRAINAGE DIRECTION ARROW AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION _/ 2694'83 SPOT ELEVATION OWNER / CONTACT REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. INSTALL CONCRETE SIDEWALK o X.XX/o SLOPE FLOW AND DIRECTION 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLW INSTALL CONCRETE PAD PROJECT BENCHMARK G TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE � ���-��� BUILDING FOOTPRINT KEY NOTE TODD CAMPBELL BASE; (C)pLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. TBC LAND HOLDING, LLC O FOUND 1/2" PIN TVOC TOP VERTICAL OUTFALL CURB P.O. BOX 140298 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION OO FOUND 5/8" PIN TVC TOP VERTICAL CURB BOISE, IDAHO 83714 SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN TRC TOP ROLLED CURB (208)941-8607 ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. SET 1/2"X 24" IRON PIN WITH PLASTIC TDDCAMPBELL@GMAIL.COM CAP LABELED "B&A LS 4116" TSW TOP SIDEWALK 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. SET 5/8"X 24" IRON PIN WITH PLASTIC LOG LIP OF GUTTER JOSEPH D. CANNING, P.E. O CAP LABELED "B&A LS 4116" TC TOP CURB B&A ENGINEERS, INC. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE EG EXISTING GROUND 5505 W. FRANKLIN ROAD MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREETLIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY O EXISTING IRRIGATION MANHOLE BOISE, ID 83705 ENGINEER. [] GRAVITY IRRIGATION BOX FG FINISH GRADE (208)343-3381 JDCANNING@BAENGINEERS.COM OfJ�yjr' 2J POTABLE WATERLINE NOTES REVISIONS DIGLINE 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 WELL )OS AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 50 SOUTH COLE ROAD 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM BOISE, IDAHO 83709 OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF - VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 1003421585(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). - H -$ W Lu 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEEL WHERE (208) 342-1585 � Q m 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 O co : Q CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND . r..� p to p SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ¢O Q 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 !--( W 2 W Z BEDS, DRAINAGE SWALES). > 1- 0 OwzO 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION, IF WATER � Z IM Q SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. H W M Q z OJ0z SEWER LINE NOTES = W 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 O Q U) LL SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. Z Z O VICINITY MAP SCALE: 1 -INCH = 500-FEET 0 >. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM O U) 1- U OF 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 0 ¢ - VERTICAL SEPARATION, M Z ON, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS Q � Z Q (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). � „ p $ w N, w-_ ., _ _ ,_ �n O p ..� i. wn .x..�: a-«a«u.-u..;�v„�s #df'# LY,'.. �,arcrv. .q.<, *" «,�:za-:&,"w. Lo 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 _ - _" E<:': - �� M U W IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 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 Z F LL SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58-01.16). F5t" W Z O t v. 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., SEEPAGE BEDS, DRAINAGE SWALES). i DRAINAGE NOTES i r, NORTH 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. ^^ F6v EROSION CONTROL - STORM WATER POLLUTION PREVENTION NOTE r , 1. PRIOR TO CONSTRUCTION CONTRACTOR(S) SHALL BE RESPONSIBLE TO VERIFY THAT A NOTICE OF INTENT TO CONSTRUCT (NOI) HAS BEEN FILED AND ACCEPTED BY 00, THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR COMPLYING WITH THE STORM WATER POLLUTION PREVENTION A. PLAN (SWPPP)• ' - PROJECT I W 3 4 � PROJECT BENCHMARK NAVD 1988 DATUM l LOCATION • DATE: 05-JANUARY-2020 PB�M#1 PBM#1: NORTHWEST CORNER OF IRRIGATION BOX LOCATED ON THE.EAST SIDE OF NORTH DEHAAS AVENUE AT THE SOUTHWEST AREA OF THE PARCEL. ELEVATION:2599.26 HORIZONTAL SCALE: AS NOTED , , -- -; _ - �, I�� I r VERTICAL SCALE: AS NOTED PBM#2 PBM#1: NORTHWEST CORNER OF IRRIGATION BOX LOCATED ON THE WEST SIDE OF NORTH LOCUST GROVE ROAD AT THE SOUTHEAST AREA OF THE PARCEL. ELEVATION: 2601.78 DRAWN BY: C.A.AUTH 1 CHECKED BY: J.D.CANNING y - FILE: TCOSSCPS.DWG FURTHER NOTES NOT APPROVED FOR r_ SHEET NO.: FOR FURTHER NOTES, SEE THE FOLLOWING PAGES AND THEIR CORRESPONDING REFERENCES: f r CONSTRUCTION C11 . 0 STREET CONSTRUCTION NOTES: SHEET C3.5 PUBLIC ROADWAY CONSTRUCTION NOTES: SHEET C3.5 x IRRIGATION CONSTRUCTION NOTES: SHEET C3.7 STREET LIGHT NOTES: SHEET C5.0 - N Lo CV CcoU) i C CO cV CS V a Ch w°S N O O N A N O to O _ X ` >% N (C N Y/ a) V' LL C > O j m C cca Q �� N is LegendAllmon Subdivision �' _ G C Ch Q PARCEL BOUNDARY W C C CM t LOT LINE BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATE IN THE SOUTHEAST W (c° M - - - - - - EXISTING PUBLIC UTILITY EASEMENT QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 4 NORTH, Q E'N c - - - - ROAD CENTERLINE RANGE 1 EAST, BOISE MERIDIAN,CITY OF MERIDIAN,ADA COUNTY, IDAHO m C-4 ® ® c-<>'-> 2020 c.c>--> ad y U) 0 " FOUND ALUMINUM OR BRASS CAP MM o 0 0 WUL'ni > O FOUND 1/2"PIN OO FOUND 5/8"PIN SET 1/2"X24" IRON PIN WITH PLASTIC CAP LABELED "B&A LS 4116" O SET 5/8X24" IRON PIN WITH PLASTIC CAP LABELED "B&A LS 4116" 19 BASIS OF BEARING N89044'42"E-2634.00' UJ 30 - - - - � - - - - - - - - - - - - - - � UJ NORTH QUARTER CORNER V Q LU T-4-N/R-1-E-SECTION 30 co FOUND BRASS CAP _ 0 22 CP&F NO.2017072472 RESERVE SUBDIVISION NO.2 RESERVE SUBDIVISION 00 LL v N89046'50"E - 1 276.20' 121,34' 20.00' 69.00' 69.00' 69.00' 69.00' 69,00' 69.00' 69.00` 69.00' 69.00' 78.00' 11.00'23.50' 23,5011.00' r S1 Q� � �pS BLOCK m r alpD 13 r 2 (0 e® BLOCK F`, v ® t� o n i� z 'd v t 04 O m BLOCK _ r r " 2 r r v 2 r L r LU �' w r zLU N89043'08"E - 121.93' o O a Io F W W �- co ul 11 10 WQ O9 o O8 � O7 ® O6 ® O5 �� O ® O3 2 o ¢ ir0 m o cora n m m o m cctQW ar � � OQ LD m co co co co co o o la o CD m = CD co o ® o 00® o 0 0 0 0 0 0 14 a r N a N 0) cn en sn cn p ¢ I- ¢ 21 OQ ILL] roil I • � D' WWZ 12 w r t� > F- CO S N89°43'08"E- 122.49' C25 < F� O Z M C23 C19 47.87' 69Afl' 69.00' 69.00' 69.00° 69.00' 69.00' 68.98' °� v6 ` j� D_ O U (D Z ¢ �m ' N� C Zd S89°44'S9"W-530.85' p ,OM GOER R55.0o° �,22 CAB U) 2 F ¢ O� R20.50' 021. R173.50' - - - - - - - - - - 574.39' - - - - • - - () I- 0 Z �Jm � � 15 G3 - - EAST AZAN STREET N89°44'S9"E-786.14' O O Z ¢ M (9 r . / o ® 0 •a R15a.oa' R126.50' S89°44'59"W-724.78' r^ 2 W d �V o \ l / C6 41.00' 66.00' 66.00 66.00, 66,00' 66.00' 66.00' 66.00' 66.00' 66.00' Q N89°43'08"E - 118.67' �2 o / Z Z O d) iVloco) 0 ® O R20.50' bo o 0 0� w p ¢ o m C30 C) r r r r r ¢ 7: CID �' O N O O �, O O LO �, O �, O O O 10 11 �� LO N89043'08"E- 136.28' i� Zv c� ev 2v ev iv iv z R173.50' r BLOCK c° t° ° `� `� `� BLOCK ;° ° :c BLOCK `° = cWn er "> r CO LU ® 1 a � a � fl o 1 0 o a 1 ® Z Z 0 o U C � �z z z z z z z z z z 2 z mz0 BLOCK 17 z° LU o Q 2 • 129.60' '� 23.5fl•23.50° 101.58' 66.00, 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' _ U) LU S89°43'08"W - 1 ,276.88' � Q¢ MPDE�YNN SUgDN\S\ON z W a MPOEt iN SUgpN\S\ON tt r') W 0 40 80 SCALE: 1-INCH =40-FEET NORTH DATE: 05JANUARY-2020 HORIZONTAL SCALE: AS NOTED VERTICAL SCALE: AS NOTED DRAWN BY: C.A.AUTH CHECKED BY: J.D.CANNING FILE: TC05SCPS.DWG NOT APPROVED FOR SHEET NO.: CONSTRUCTION Cl . o II\\ M LO N v c Cl) Lc) c N OD O V 1=1 (L cr) mod r o 8 H N MN am Xa, >. N ca N 0) yr LL c > O i co cc Legend Allmon Subdivision Notes r �0) O CO PARCELBOUNDARY � rn� M 1. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND IRRIGATION W c c M = LOT LINE BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATE IN THE SOUTHEAST EASEMENT IS HEREBY DESIGNATED ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY. w cm "T a — — — — — — EXISTING PUBLIC UTILITY EASEMENT QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 4 NORTH, Q �'Y 00 — — — — ROAD CENTERLINE RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY, IDAHO 2. A FIVE (5) FOOT WIDE IRRIGATION, PUBLIC UTILITIES AND PROPERTY DRAINAGE EASEMENT IS _ w N «yam 2020 �� HEREBY DESIGNATED ALONG EACH SIDE OF INTERIOR SIDE LOT LINES. 3 3 ® FOUND ALUMINUM OR BRASS CAP c o® 3 A TEN (10)BOUNDARY.FOOT WADE IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG THE SUBDIVISION M 0 � O FOUND 1/2" PIN O FOUND 5/8" PIN 4. ANY RE-SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY SET 1/2"X24" IRON PIN WITH PLASTIC APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. CAP LABELED "B&A LS 4116" 5. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, .WHICH SET 5/8X24" IRON PIN WITH PLASTIC STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL 0 CAP LABELED "B&A LS 4116" 19 20 BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME j 30 29 IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A Z v NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL Q W NORTHEAST SECTION CORNER +? H o, OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." tq Q T-4-N - R-1-E-SECTION 30 = I- FOUND BRASS CAP 6. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES CP&F NO. 113022078 ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. DIVISION z Z RESERVE SUBDIVISION JOU37.00t�' 4_6' 7. IRRIGATION WATER HAS BEEN PROVIDED BY THE SETTLERS IRRIGATION DISTRICT IN COMPLIANCE 78A0' 1.0 ' 23.5fl' • 23.50' 1.0 65.00' 65A0' 65.d0' 138.86' WITH IDAHO CODE 31-3805(1)(b). ALL LOTS WITHIN THIS SUBDIVISION SHALL BE ENTITLED TO IRRIGATION WATER RIGHTS AND THE LOT OWNERS WILL BE OBLIGATED FOR ASSESSMENTS FROM W cfl a THE SETTLERS IRRIGATION DISTRICT. Z w o Z I 8. THE DEVELOPMENT OF THIS PROPERTY SHALL BE IN COMPLIANCE WITH H-2019-0058. $S to ¢ ° 9. ALL REFERENCES TO HOMEOWNERS ASSOCIATION HEREON ARE TO THE ALLMON SUBDIVISION Z f., N =I N BLOCK m HOMEOWNERS'ASSOCIATION AND THE OWNERS OF THE LOTS, WITHIN SAID SUBDIVISION, JOINTLY. J c�7 r (,7 I CJ co h r o r U T Z n r 1 r �C) 0 10. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN EFFECT ~¢ w >- `o M t AT THE TIME OF THE RESUBDIVISION. o 20 0 19 � 18 P 17 W � 2 M m co 0Q ra p 11. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY. W �W > o �I�o o ® Q H co L56.02' g z �2625 12. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM O a z n APPROVED IN THE SANITARY RESTRICTION RELEASE. j m 2 1 0C) O (GHQ z Icon 2 C14 ��3 13. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE • ! Q F- Q C16 �r WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN OR AS AMENDED BY CIS O Q W > R20 50' APPLICATION AND APPROVED BY THE CITY OF MERIDIAN. • !�I w z Q W 2 W C17 O O 14. NO EASEMENT SHALL PRECLUDE THE CONSTRUCTION AND MAINTENANCE OF HARD-SURFACED � O ct Z 0 68.9$` 50,92' CV o S89°44'S9"W® 106.94' C1� c W DRIVEWAYS, LANDSCAPING, PARKING, COVERED PARKING, OR OTHER SUCH IMPROVEMENTS. • t� of O Q 0 co > U` ZIxQ N 16 0 '° 0 15. LOTS 1, 29 AND 34, BLOCK 1, AND LOTS 1 AND 6, BLOCK 2 ARE COMMON LOTS TO BE USED FOR OPEN ►- W 2 Q 211 75 c o SPACE WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION AND U) H F Z • - - — - - - —O• m F- CANNOT BE DEVELOPED FOR RESIDENTIAL PURPOSE IN THE FUTURE. SAID LOTS ARE SUBJECT TO U LL 0 Q °44'59"E -786.14' EAST AZAN COURT co F A BLANKET, NON-EXCLUSIVE AND PUBLIC UTILITIES EASEMENT. 0 O Z OO R20.50` R55.00' P o = 16. A PORTION OF LOTS 25 AND 29, BLOCK 1 AND LOTS 1 AND 6, BLOCK 2 ARE SERVIENT TO AND H FW- d W 6.00' 66.00' 66.00' 66.00` 23.78' C 0 i- CONTAINS THE ACHD STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THAT _ p 0 CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT, RECORDED 0 Q Z LL O ���$, fn z ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND Lo C 0 C� 3�5? 1 INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). 00 p 7p� THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD O cA F- — Ci0 ��. PURSUANT TO SECTION §40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION p W M Z AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. Z = LO � 0 � eu ev cv cv BLOCK 17. DIRECT LOT OR ACCESS TO NORTH LOCUST GROVE ROAD IS PROHIBITED UNLESS SPECIFICALLY I�_ r r r 1 APPROVED BY ACHD r�� 00 Oo W W N Z 10 N 11 C 12 � 13 14 0 15 N zI­ `U_ N � LO BLOCK , m z z a 1 z z z `° "J Survey Narrative o o M 1. PURPOSE: TO CREATE A LAND SUBDIVISION ON PROPERTY BEING SECTION LAND, PARCELS Z con ea S0530142050 AND S0530142200. z 2. BOUNDARY DETERMINATION: THE BOUNDARY OF THIS SUBDIVISION WAS DETERMINED FROM THE RECORD OF SURVEYS AND SUBDIVISION PLATS NOTED BELOW AND AS TIED TO THE GOVERNMENT ;6.00' 66.00' 66.00' 66.00' 66,00` 66.00' 106.65' 33.00' 89043-08"W CORNERS SHOWN HEREON. NOTE THAT THE ADA COUNTY HIGHWAY ACQUIRED AN ADDITIONAL 35 +, 37.00' FEET OF RIGHT-OF-WAY ALONG NORTH LOCUST GROVE ROAD FROM PARCELS S0530142050 AND S0530142200. N 3. THE FOLLOWING RECORDS OF ADA COUNTY, IDAHO WERE USED TO DETERMINE THE BOUNDARY pr.l /�l CO SHOWN - SUBDIVISION PLATS OF: ARCADIA SUBDIVISION, MADELYNN SUBDIVISION, RESERVE 9. VJ O,v`S`O� 054 ANSION AND RESERVE SUBDIVISION NO. 2, AND RECORDS OF SURVEY: 0618, 5692, 6113, 8049, MPOeLYNN SVg • p.y EAST QUARTER CORNER T-4-N / R-1-E -SECTION 30 FFM���III FOUND ALUMINUM CAP \ CP&F NO. 114032922 Alt 0 40 80 30 29 Ir SCALE: 1-INCH =40-FEET NORTH DATE: 05JANUARY-2020 HORIZONTAL SCALE: AS NOTED VERTICAL SCALE: AS NOTED DRAWN BY: C.A.AUTH CHECKED BY: J.D.CANNING FILE: TC05SCPS.DWG NOT APPROVED FOR SHEET NO.: CONSTRUCTION Cl . l ■ (4 L0 N O 0> ^ C c`rM Lo i C 00 N (0 � D_ Cl) nuSto N 10N a �■ O X T N co L N N y LL C > O � m C C c Allmon Subdivision = M _ W BEING 5875 AND 5885 NORTH LOCUST GROVE ROAD, SITUATE IN THE SOUTHEAST w m M QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 4 NORTH, Q �'Y 0o RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY, IDAHO ,.st co N 2020 Gcr� w MM o n 'o W U Lo > Curve Table Curve Table Curve# Length Radius Delta Tangent Chord C. Bearing Curve# Length Radius Delta Tangent Chord C. Bearing C1 235.62' 150.00' 90000'00" 150.00' 212.13' N44044'59"E C18 68.35' 173.50' 22034'18" 34.62' 67.91' S78027'50"W C2 117.81' 150.00' 45000'00" 62.13' 114.81' S22014'59"W C19 21.19' 173.50' 6059'47" 10.61' 21.17' S86015'05"W C3 117.81' 150.00' 45000'00" 62.13' 114.81' S67014'59"W C20 47.16' 173.50' 15034'31" 23.73' 47.02' S74057'56"W C4 198.71 126.50 90 00 00 126.50 178.90 S44 44 59 W C21 25.88 20.57 72 0513 14.97 24.20 S76 4312E C5 173.54' 126.50' 78036'08" 103.54' 160.25' S39003'03"W C22 24.98' 20.50' 69049'22" 14.31' 23.46' S77°54'38"E > �`o 0 C6 25.16' 126.50' 11°23'52" 12.62' 25.12' S84003'03"W C23 0.89' 55.00' 0055-34" 0.44' 0.89' N43027'45"W �pS C7 19.45' 20.50' 54021'13" 10.53' 18.73' N63004'25"W C24 177.97' 55.00' 185023'53" 1166.70' 109.88' S44018'06"W C8 277.14' 55.00' 288°42'26" 39.44' 64.11' N0015'01"W C25 75.28' 55.00' 78025'39" 44.88' 69.54' N83008'21"W C9 32.65' 55.00' 34000'36" 16.82' 32.17' S52054'07"E C26 30.11' 55.00' 31°21'48" 15.44' 29.73' S41°57'55"W w O w w C10 56.02' 55.00' 58021'41" 30.71' 53.63' N80054'44"E C27 38.13' 55.00' 39043'31" 19.87' 37.37' S6025'16"W w m O C11 30.38' 55.00' 31039'12" 15.59' 30.00' N35054'18"E C28 33.56' 55.00' 34057'21" 17.32' 33.04' S30055'10"E C) o C'1 o C12 57.50 55.00 59 54 05 31.69 54.92 N9 52 20 W C29 24.98 20.50 69 49 22 14.31 23.46 N 13 29 09 W w z C13 30.38' 55.00' 31039'12" 15.59' 30.00' N55038'58"W C30 2.23' 20.50' 6013'40" 1.12' 2.23' N45017'00"W > � O • p..+ O0z w 0 C14 70.20' 55.00' 73007'40" 40.79' 65.53' S71057'36"W C31 22.75' 20.50' 63035'42" 12.71' 21.60' N10022'20"W C9 Z LL o Q C15 19.45' 20.50' 54021'13" 10.53' 18.73' N62034'22"E C32 65.64' 173.50' 21-40-33" 33.22' 65.25' S10035'15"W Z) H o z no 0 C16 3.93' 20.50' 10058'56" 1.97' 3.92' N40053'14"E C33 15.60' 173.50' 5009'02" 7.80' 15.59' S18051'00"W C17 15.52' 20.59 43022'17" 8.15' 15.15' N68°03'50"E C34 50.04' 173.50' 16-31-30" 25.20' 49.87' S8°00'44"W `' ` � = g r--1 z z 0 ��--�•11 0000 O O O � � � � � w <'`> Z Z = -, ZQ LnZ) Op 00U) Uw Line Table Line Table Line Table c') w U Z I- LL Line # Length Direction Line # Length Direction Line # Length Direction m z O L1 16.69' N00015'01"W L5 16.63' N00015'01"W L9 28.27' S45016'46"E L2 32.32' S47046'38"E L6 28.30' N44043'14"E L10 15.56' N45916'46"W L3 16.65' N00015'01"W L7 12.75' N44043'14"E L11 12.71' N45°16'46"W L4 21.12' N38016'06"W L8 15.55' N44043'14"E .� tn PLO a.y DATE: 05JANUARY-2020 HORIZONTAL SCALE: AS NOTED VERTICAL SCALE: AS NOTED DRAWN BY: CA.AUTH CHECKED BY: J.D.CANNING FILE: TC05SCPS.DWG NOT APPROVED FOR SHEET NO.: CONSTRUCTION C 1 . 2 O L O N /'�+■ � OM VcM ; O N Q. m ■•aS N O O N0ON 0. 0 — V � >1 ca a) V LL c A� > O of Y/ m _ .M �L 0 a N r cE Lco 0 C (') Q 0)c M cc C "t O QW f6 <t � LL M N C C >> CDO > N N O C 0 MM O O 0 W0Lo > 9 �¢ >I! 2'2 I Z Z 1 --'G'L�� ®♦ ®\ \ s 1 ♦♦`® ®®® xFirF-- fly Wls 9e O 0® ® . ® � , . 1 ®®e® \\ ®♦! 1 '' I / S�PPPS Q� —�r®® s♦ 2 sep`®® Soes oOo Nsoo �oO aso aim as 0'/ 1 ' — 1 e I 1 ?s® • W W �♦ \ i e \ ®® �♦ I ®`\® ®� \\moo® ro `h t?:>. `®` 1� Il I !n tl; 1 1 ® ®\ > < ®®® 5885 NORTH LOCUST GROVE PARCEL NO. S 5 0 11 44 0 50 ROAD \ ®Ooo® �'®/� e—'2603.5--"`0®oo ® ♦♦ it I O Q m O f 1 � ® \ ♦ \ ® ' ; 11 ®1 ♦ ; `♦\� t® \\®\\ AREA:4.86 ACRES ®®® 1 ®e\® `-- ,. ®\ ! 1 ` \ ® , \ \ ® ® oo --®e ` -- 1,:. - !�'/�^� ¢ U) Lu 1 1 1 i ♦ ` 1 ♦ ® ♦-- \ ®—®®..2so3.o ®\ N : VJ O Q W >} Illy O Of Z O ; 2602.5 • 1 I I z e t _ ---- ® ! I U)i = 2602.0 o 1 ! / ♦ ♦ \® ------------ 2601.Sir® ®® w ♦ I V 1 = W CL ♦\ ♦\♦ ®® \\ ®®r®®�—® ---®r—®r®r — -- —e—®��_—r X ��`— -_2601.0.-- air ' ��^'� �. Z Z O Lo ®—ot ' b f ♦♦♦ \®®♦ ®® ®®®®®® a 5885 NORTH LOCUST GROVE ROAD ®�®®®—®'------®—_— --Jr OD / I O 0 ; , ` o ®♦\ `♦ ®® PARCEL NO. S0530142200 �0.26po /� o• j _ t I O Lo Q F (� AREA: 4.89 ACRESZM e / 1 e- o, y ♦ ♦ ♦ ------- ®^26 `�\` ♦ /® •r 1,i I Lo Z) O 0 1 1 1 / 0♦ Su y99y/ �ITT ? _ ®��\ r ` ♦ /® 7J t t Lo O U W 1 1 1 i `♦ ♦ r//2 s'e — ®—®.._ ®® �2ssas�® _ _ \ ` .......��/' / ✓// 1 IJ� p C0 W W 1 ` 1 / ♦®♦ 0 /®/ 0\ ♦®r-- —r:— so2599.0.-- — ' ® R�/--a.— m O® �—=�— rr.•� ' 1 1 I I 1 I Z = 1 y 1 / ♦ ♦ ®® ® ♦ _♦ ®— —_---® r�s—rs a—r--m� aaaaar --a�fems a- ® ' 1 Is 1 1Alt W Z 0 z Lu ,1.' / ♦` / ,Ile it 1 I / ♦♦v1 I NORTH DATE: 05-JANUARY-2020 0 50 100 HORIZONTAL SCALE: AS NOTED SCALE: 1-INCH = 50-FEET VERTICAL SCALE: AS NOTED DRAWN BY: C.A.AUTH CHECKED BY: J.D.CANNING NOTE. CONTOUR FILE: TC05SCPS.DWG INDEXES ARE AT NOT APPROVED FOR SHEET NO.: 0.50' INTERVALS. CONSTRUCTION C1 . 3 DEMOLITION KEYNOTES ,'+ V C Ce) lO C co OA EXISTING IRRIGATION DITCH - DEMO AND FILL WITH STRUCTURAL FILL KO EXISTING WATER APPURTENANCE- RETAIN AND PROTECT a cco o © EXISTING POWER POLE-RETAIN AND PROTECT © EXISTING UTILITY POLE-DEMO AND REMOVE "°a y 2 a cm U o 0 /A/ 0 Y 12 © EXISTING FENCE- RETAIN AND PROTECT OM EXISTING STRUCTURE- DEMO AND REMOVE /bm/��� °. a� m 4) W N W C > O OD EXISTING FENCE -DEMO AND REMOVE ON EXISTING WELL-TO BE ABANDONED d 00 U) a OE EXISTING TREE -DEMO AND REMOVE OO EXISTING CMP PIPE- DEMO AND REMOVE o l�F EXISTING ASPHALT APPROACH -DEMO AND REMOVE © EXISTING TELEPHONE JUNCTION BOX-RETAIN AND PROTECT = d r m c r) a EXISTING ASPHALT-DEMO AND REMOVE BY SAWCUT ® EXISTING TREE- RETAIN AND PROTECT W Y co c c M r w m M o OH EXISTING SIDEWALK-DEMO AND REMOVE ® EXISTING BLOWOFF- DEMO, REMOVE AND PREP FOR WATER LINE Q m ILL w o CONNECTION 0) w OJ EXISTING SIDEWALK- RETAIN AND PROTECT ad c Lo M o 'o W U Lo > iI �Q W 9I , I= om I g lzzl o _ C C � Sj1loca E O o I E H.:w co � I Q �� wow rn 5885 NORTH LOCUST GROVE ROAD U I w 0 0 A PARCEL NO. S0530142050 OM I Q m E AREA: 4.86 ACRES I I O 0 dU) w > ' I • � Q' W , H E C ESE � s � w = w �� IQ � io < 0 D x x D x—x Q_ CQ O x T I p F- Ix D D D ® N i O O z E D D D I ( W d W x xJ ® OQU) LL ZZ) Z0 O 5885 NORTH LOCUST GROVE ROAD Q I 0 - O U PARCEL NO. S0530142200 O I O AREA: 4.89 ACRES O �!J i I Z w M z D Q = z ¢ D I �� LO n 0 o D D D D O v / I �� Lo ° ® e ® ® I ': II ZF- LL �.: C R K P ° p I mz0 C D C C C C C n wJ omw J zoa I I I I i I I Q NORTH DATE: 05-JANUARY-2020 0 50 100 HORIZONTAL SCALE: AS NOTED I I SCALE: 1-INCH =50-FEET VERTICAL SCALE: AS NOTED DRAWN BY: C.A.AUTH CHECKED BY: J.D.CANNING NOTE. CONTOUR PILE: TC05SCPS.DWG INDEXES ARE AT NOT APPROVED FOR SHEET NO.: 0.50' INTERVALS. CONSTRUCTION C 2 . 0 IMPROVEMENT KEYNOTES r N v � o C CM Ij2 C 00 O1 INSTALL 3-INCH ROLLED CURB PER ACHD SUPPLEMENTAL SD-702 ME a M OZ INSTALL ASPHALTIC PAVEMENT PER DETAIL 1, SHEET C4.0 "'a mo ' E o 0 NOTE: FOR PRESSURE IRRIGATION H N q O3 INSTALL TYPE IV CATCH BASIN PER ACHD SUPPLEMENTAL SD-604-A °a aS co a) PIPE SIZES, BOXES AND KEYNOTES d ; o LL ® INSTALL 29 LF 12-INCH AWWA C900 PVC PIPE PER ISPWC SD-306 SEE SHEET C3.7 m 0 = U a O5 INSTALL 1,000 GALLON SEDIMENT TANK PER DETAILS 2,4, 5&6, SHEET C4.0cc ■� w 0 © INSTALL STANDARD CONCRETE CATCH MANHOLE PER BMP 04 = a) c 3 5 C M Q 0)Y I' O7 INSTALL DRAINAGE BED PER DETAILS 2, 5, 6&7, SHEET C4.0 W M c o m L uj co 0) f7 N ® INSTALL 18-INCH PERFORATED N-12 ADS PIPE PER ISPWC SD-306 Q c LLw o N N O9 INSTALL MONITORING WELL PER ISPWC SD-627 c Lo M o � 'o 10 INSTALL 14 LF SLEEVE AROUND SERVICE THROUGH DRAINAGE BED PER W U U > DETAIL 3, SHEET C4.0 11 INSTALL DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SD-709 12 INSTALL 2 LF 15-INCH ASTM D-3034, SDR35 PVC PIPE PER ISPWC SD-306 N89046'50i��T 13 INSTALL ADA PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL 712G PI PI PI PI PI I PI PI 1 PI PI PI PI PI PI PI PI � PI PI PI P PI PI PI PI PI 14 INSTALL ADA PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL 712H-H2 P I P I P I P IF 15 INSTALL TRUNCATED DOMES PER ACHD SUPPLEMENTAL SD-712 LLI LOCK iq 2 O 19 _, 16 INSTALL SANITARY SEWER MANHOLE PER ISPWC SD-501 13 �18 = —°° _ 17 INSTALL 6-INCH SANITARY SEWER MAIN PER ISPWC SD-302 a i BLOCK F_ NPR �o �y 18 INSTALL 4-INCH SANITARY SEWER SERVICE PER ISPWC SD-511 TYPE A AND ' �?2 SD-301 04 a 19 INSTALL SANITARY SEWER CLEANOUT PER ISPWC SD-506A a I 18 11 1 O9 O O O 4 20 INSTALL 8-INCH WATER MAIN PER ISPWC SD-402 a 21 INSTALL MAIN LINE WATER VALVE PER MERIDIAN S.D. W11 6.00' 22 INSTALL 2-INCH AWWA C-901, CLASS 200, DR-7.3 PE WATER LINE PER ISPWC P( 1 4 1$ 30 SD-402 I m 23 INSTALL 3/4-INCH SINGLE SETTER WATER METER PER MERIDIAN SD W1,W2, 19 W W6AND W9 ( ® Q � - 24 INSTALL 3/4-INCH DOUBLE SETTER WATER METER PER MERIDIAN SD W1, a 4 1 c s 24 4 24 O Z m O W3, W6 AND W9 �I m 11 +.:;, • .. • .. 18 18 18 1- 0 . ... 18 • C9 , ,.... 2 11 Q 'IT6 1 18 11 ::,. O W F- 25 INSTALL FIRE HYDRANT AND 6"SUPPLY LINE PER MERIDIAN SD W8 AND W9 _ t e a W a 30 '30 1 18 O 2: 7:..:: 1 30 34 1 1 1rool W = W Z 26 INSTALL 6"THICK DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SD-709 co 30 20 30 — —w — — 20 — —"— 30 30 0 "—w— 30 —"—w—"— — —w—w 30 0 30 — > F_ (D O 1 w.i 4" � 5 O. 2 0 a 22W —� � � O � zO 27 INSTALL 10-FOOT WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709 W " �18 18 i 33 I - —_ • 31 . - —+- - - —� - — - - - - - - - (— - - - - -� - — - 2 EAR O z p 15 ®� I 3 5 O7 10 10 j A—ss—� —�2 g 7� 1 Jx 16). 30 10 17 —� 10 $L7 —�—�—u— _ — 10u�n9 10 9E�L — — � � F_ of� 28 INSTALL ASPHALTIC PAVEMENT PER ACHD SUPPLEMENTAL SD-625 ® 18 16 30 �� 17 —y— — —¢—_—Y��— —� g —�— 17 30 —a— LZ r 1 U LL. O Q 29 INSTALL 3-FOOT WIDE GRAVEL SHOULDER PER DETAIL SHEET C3.5 0C) a ?: O i . 1 12 $ 8 1 8 Oo o zz Es 911;. :I 11 30 LINE CROSSING -SEE WATER NOTES 2 AND 3, SHEET G1.0 Z 4 ^ :' '' ' a W 30 ,-� 18 18 18 18 18 4 18 7 V1 WF- _ 2 1 24 O Q W 31 INSTALL 5 LF 18-INCH ASTM D-3034, SDR35 PVC PIPE PER ISPWC SD-306 11 / r"' Z a I 11 O 9 U) 05 32 REMOVE BLOW-OFF -CONNECT TO EXISTING LINE-ADD 8" MJ VALVE ' / r.'" O � F- O H L'J L0 U 33 2 -8" MJ X FLG ADAPTORS/8" FLG GATE VALVE/8" FLG 90° BEND _ y;; _ I �' M 0 W Cr) Z ... / Q Z Q 34 g"X 6" FLG TEE/6" FLG GATE VALVE!2-8" FLG X MJ ADAPTORS 35 8"X 6" FLG REDUCER/6" FLG GATE VALVE/8" FLG X MJ ADAPTOR!6" FLG X 1 00 ULu MJ ADAPTOR a (.9 Z = U) 36 8" FLG TEE/3- 8" FLG X MJ ADAPTORS/2-8" FLG GATE VALVES Z O 23 30 37 INSTALL 22 LF 12-INCH ASTM D-3034, SDR35 PVC PIPE PER ISPWC SD-306 BLOCK Z PI7 17 31 9 I- BLOCK q :4 18 i 3 1 5 i 1 7 e� fL 2 4 30 '` $ rl PI PI PI qF-wommPI PI PI PI D PI 1 1 16 2 1 1 11 PI D PI i#-� PI PI PI[L PI PI 1 PI PI �L PI PI PI PI PI PI P PI �I PI O •�❑ .� ;... PI 9043108"W - 1 ,2 5 8'.— (� �' Iz < l i ►� DATE: 05JANUARY-2020 NORTH I HORIZONTAL SCALE: AS NOTED 0 30 60 I I VERTICAL SCALE: AS NOTED i DRAWN BY: C.A.AUTH SCALE: 1-INCH = 30-FEET i CHECKED BY: J.D.CANNING FILE: TC05SCPS.DWG NOT APPROVED FOR SHEET NO.: CONSTRUCTION C3 . 0 IMPROVEMENT KEYNOTES v M r_ � _ � O1 INSTALL 3-INCH ROLLED CURB PER ACHD SUPPLEMENTAL SD-702 a M NOTE: FOR PRESSURE IRRIGATION I O INSTALL ASPHALTIC PAVEMENT PER DETAIL 1, SHEET C4.0 �`O6 ca 0 N O N i I I O3 INSTALL TYPE IV CATCH BASIN PER ACHD SUPPLEMENTAL SD-604-A L ° ai m ; 0 LL PIPE SIZES, BOXES AND KEYNOTES , i ® INSTALL 29 LF 12-INCH AWWA C900 PVC PIPE PER ISPWC SD-306 m I' I SEE SHEET C3.7 co O5 INSTALL 1,000 GALLON SEDIMENT TANK PER DETAILS 2, 4, 5 &6, SHEET C4.0 ■� u a 3 C. 3 2 w © INSTALL STANDARD CONCRETE CATCH MANHOLE PER BMP 04 E co3 M a O7 INSTALL DRAINAGE BED PER DETAILS 2, 5, 6&7, SHEET C4.0 W w S m v s cl I I ® INSTALL 18-INCH PERFORATED N-12 ADS PIPE PER ISPWC SD-306 c w o 3 a I N N O9 INSTALL MONITORING WELL PER ISPWC SD-627 a> M 0 , 0 I 10 INSTALL 14 LF SLEEVE AROUND SERVICE THROUGH DRAINAGE BED PER W U Lo > I I DETAIL 3, SHEET C4.0 RESERVE SUBDIVISION 3 RESERVE SUBDIVISION I _ 11 INSTALL DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SD-709 } 2 O Q • INSTALL 2 LF 15-INCH ASTM D-3034, SDR35 PVC PIPE PER ISPWC SD-306 O� 13 INSTALL ADA PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL 712G 1uj I 1 kA i 14 INSTALL ADA PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL 7121-1-1-12 • • • I 15 INSTALL TRUNCATED DOMES PER ACHD SUPPLEMENTAL SD-712 w �� zi I O I 11 ��zf I INSTALL SANITARY SEWER MANHOLE PER ISPWC SD-501 F BLOCK = I I BLOCK I 17 INSTALL 6-INCH SANITARY SEWER MAIN PER ISPWC SD-302 L } ( 18 INSTALL 4-INCH SANITARY SEWER SERVICE PER ISPWC SD-511 TYPE A AND � 2 z c� s � 1 I SD-301ry p 26 4 r;'? 20 1 g 1 $ 1 7 I 19 INSTALL SANITARY SEWER CLEANOUT PER ISPWC SD-506A i 20 INSTALL 8-INCH WATER MAIN PER ISPWC SD-402 1 11 11 21 INSTALL MAIN LINE WATER VALVE PER MERIDIAN S.D. W11 i I , 18 zz 24 g 22 INSTALL 2-INCH AWWA C-901, CLASS 200, DR-7.3 PE WATER LINE PER ISPWC I 21 ;::. .,.. 1 SD-402 ,... 18 INSTALL 3/4-INCH SINGLE SETTER WATER METER PER MERIDIAN SD W1,W2, Q W aj 1 GO W6 AND W9 F- it - O 14 O DOUBLE SETTER WATER METER PER MERIDIAN SD 18 24 18 2 0 14 fi 1- O 2 fi Q Q DO 18 24 18 IJ 11 I I � 24 INSTALL 3/4 INCH W1 � � � Q 6 AND W9 O 1 fi fiCA fi fi 34 3 3 i I fi 35 ' I 25 INSTALL FIRE HYDRANT AND 6" SUPPLY LINE PER MERIDIAN SD W8 AND W9 • W W -w 30 — — — —^—"—" 1 30 — —" —ll"—" 30 —•—w—w 1"— —w— —" I w 15"�"'—^—^1 30 — — — — 20 w—' 30 w 1 —w— —"—w—w 30 20 —"—J— 30 " -_ 1 6 • I 26 INSTALL 6"THICK DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SD-709 � O of Z 2 O 3 36 3 2 5 ;. • U fi O fi - 5 - - fi 2 � O — I - --G- - - - - • - - fi INSTALL 10-FOOT WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709 O Z Q fi EAST AZAN STREE s 2 a 10 16 8 30 22 4 1s EAST AZAN STREET fi I � � W _ II �— —�—� �30 10 O — L —�—�— —� 17 u — ��—�—� 17 —� 30 —�—�— — - -�J — �—y—M 16 22 i U 28 INSTALL ASPHALTIC PAVEMENT PER ACHD SUPPLEMENTAL SD-625 = F Q A g g INSTALL 3-FOOT WIDE GRAVEL SHOULDER PER DETAIL SHEET C3.5 O O z pp V 18 18 18 5 18 18 _ 30 LINE CROSSING - SEE WATER NOTES 2 AND 3, SHEET G1.0 W n W 24 31 24 9 4 18 1 I 1 : r' 18 I z INSTALL 5 LF 18-INCH ASTM D-3034, SDR35 PVC PIPE PER ISPWC SD-306 z Z 0 i�+•,+'i.. REMOVE BLOW-OFF -CONNECT TO EXISTING LINE-ADD 8" MJ VALVE O 00 O > I 18 . a 33 2- 8" MJ X FLG ADAPTORS/8" FLG GATE VALVE/8" FLG 900 BEND z W M Z 34 8"X 6" FLG TEE/6" FLG GATE VALVE 12-8" FLG X MJ ADAPTORS L O �� 00 O 1- BLOCK F 3s 8"X 6" FLG REDUCER/6" FLG GATE VALVE/8" FLG X MJ ADAPTOR 16"FLG X �� U W 1 I MJ ADAPTOR O _ U LL O8 O9 1 11 12 13 14 15 ! I 36 8" FLG TEE 13-8" FLG X MJ ADAPTORS/2-8" FLG GATE VALVES m z O ?: � 37 INSTALL 22 LF 12-INCH ASTM D 3034, SDR35 PVC PIPE PER ISPWC SD-306 z BLOCK BLOCK 1 I I YNN SV6 `v`S`ON I i MPOE` � DATE: 05-JANUARY-2020 NORTH HORIZONTAL SCALE: AS NOTED 0 30 60 I VERTICAL SCALE: AS NOTED 8 DRAWN BY: C.A.AUTH I II SCALE: 1-INCH = 30-FEET ® CHECKED BY: J.D.CANNING iFILE: TC05SCPS.DWG � II NOT APPROVED FOR SHEET NO.: CONSTRUCTION C3 . 1 W IO N i O O r) M c G 0 0 N I6 � N89046'50"E - 1 ,20 .20' _ o 6 E p 142 L.F. 3-INCH PRESSURE - 6� L.F. 3 INCH PRESSUREcc PI API PI PI API I PI _ I API PI PI PI ,� PI PI PI PI PI PI PI �-P _,� PI Pf� PI P,I PI PI PI PI PI PI PI P PI D BO PI 'O N PI P� P� - -PI PI _ PI PI PI PI PI. 1 7 _ - > ° -ot 2fi02.28 - 41 -- --- - --- - Bow = N LOCK _ PI - 21 BLOCK - z _ co ------ - BLOCK c J LV c Y m �tL y - Q ) 0 N .i a O O O O 7 0 O °d W -� i4r. i PI 14 1 2601.24 ' -- - -- Bow 2601.01 2598.77 - _ OW 4: BOW � 2597.88 2601.30 2601.35 BOW 21 i260t24 i 259&66 BOW `� BOW BOW BOW 5 • , 1 BOW 2598,47w• i . w♦ .. .. I , 2599.10 d� _ . . • + ,-0. t". 2599.02 TBRC o j -� -1.00% �- 2602.13 2601.97 2600.99 2601.16 I (Yw C 2598.52 ,"k 2597.80 TBRC�� ,Y LOG LOG T TBRC - - a ,% _ 2598.85 LOG - .,+ ,C -LOG - p+ • 2597,63 3+OO.OD 3+50.00 4+00.00 4+50.00 500 5++00 6±0 - 6+501 00 - - 7+�.-y - -� - ¢qq V.Z - - 2598.39 SLOG - - --{ 0 - - �- - - _ - �- - -1= - - �� - - - - - BRA_ 2598.69 �-�� �- 0 2 ;� TBRC 2601.97� � N REST dU P I 1 5 '.. . .' F\'% TBRC � 2598.58 00 -�� PT:2+52.31 _ EAST LOG 0 i Z 6 " 00 �-2597.80. _ T 2602.14 p U -T- R 2596.41J TBRC -2598.22-___2 � TBRC 2597.63 -1.00% -1.00% TBRC -1.00%� CM LOG LOG i� LOG - - - - - - - _-- _ - - - - - O �> Q1^lo - y <v _ Mid:.t+34.50 ', I »I S C . . s. . . .. .. .. .. a . ...... K a ._ . .. . art 2598.69 TBRC p� /.\.:"r'-,Frr,n,�^te a'•,I� h �I :.•i•- �•e .•III ;�?I � 01- I III \�26-III0 1.2�0• 07 260III 1.25QO - III 26-0 2.22� BOW 2597.88 BOW LOG / BOW 259877 2598.58 TB 2598.82 BOW LOG _. 101 •.��O��O"� W 2: 8.99UJ G Q~Zm �z n TBRC mQ 2598.66 BOW 2599.07 BOW cZ_}- l 2598A7 - BOW 0wW � - Lu Z 259839 W =2598.22 ___ TBRC o of 0BL Z QBLOCK BLOCK = Q� W EOOZ PC: 6.69597.63 2597el 80 2597.86 WTBRC BowBLOVK1 m , 297. 0 2597.889 TBRC 2597.94 Of BOW Fp, 0 2597.63 a PI PI 7 PI oBOW P Z < Z O LOG .12, PI PI PI PI PI PI � NPI PI PI PI 1679 L.F. 3-INCH PRESSURE Q U R 4 'Ut "VV - Q 109L.F. 3-INCHPRESSURE - Oa �79 .F. 3-IN M Z a: o W 0 30 60 ZQ W O z ao O = W AL : - = - 0 � Uw NORTH (.0 W W2 W I-_ LL -0+60 -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 2607 --------I---------I--------y--------' --------rt--------t--------t--------t--------r--------r--------I---------1---------f--------'Y------ -------t--------t--------r---------r--------I---------1--------7--------'T--------t--------t--------t--------r---- ---r------ - IIIIII1I I1IIIIII I1iIIIII I LL<Fc=IL WZV------ T-------- '� IIIII1II /.�2604 {IIII1I III ------- 1 ------- 1I11I I1 II ELEVATI 1 1I ( I - ( ? --- �III1 ATION=6IIII1+ 85.37I I I I I I STATION=1+78.09 SCALE: 14N H = 30-FEET I IL ELEVATION 2602.26 STATION=0+16.69 STATION=1+48.08 1 ELEVATION= 2598.66 1 1 d ELEVATION= 2597.92 Mid:1+ 4.50ELEV STATION=1+93.03 1 I ON- 2598.51 I IATION 2 STATION 0+30.78 INTERSECTION STATIONi1+63.20 I STATION-2+07.92 I I I I I I I I FINISH G ELEVATION= 2598.06 STATION=1+32.79 ELEVATION 2598.81 1 ELEVATION= 259B.36 I I I I I I I 1 2597.49 -ELE -_---,-------- I--------7------ -------T--------r--------r--------r- ----- ------7-------- --------T2fi01 ----------- ELEVATION VATION= 2598.20-- T-- ELEVATION= 2598.22 o y(IQ- �- ----STATION=-0+30.00 STATION=0+44.90 ELEVATION= 2599.10 EXISING GROUND I iIIIIY - _ 1 fJlCVl- 11. JIIII1IIII STATIOIIII1IIIII1I N=-0+11-.76 IIIIIII'II- IIIIIIIIIII'- STATION-=0IIIIIII+59_.05_ IIIIII - �2SISSL IIIII --------------IIIII1I _STATI-O N=-2+-2-2-5111II 9--_ STATION=2+37.35 �---,A ---E-LE-VA- I ELEVATION= 2697.94 1 ELEVATION= 2598.35 ELEVATION= 2598.07 1 I STATION=0+73.23 I ELEVATION= 2598.51 STATION=2+52.31 1 - _ I FINISH GAE ELEVATION= 2697.92 1 I WATER SERVICE 1.28% -1.00% _Rd)UN --------I 2598 ___----- - I --_____" - WATER SERVICE I BP:-0+30.00 PC:0+1sss PT:2+52.31 12. STATION=1+18.20 1 12' 1 1 1 WATERI SERVELEVATION= 2598.96 POTABLE/NON-POTABLE STORM ICE STORMI SEWER i STATION=1+ 3.20 - I I 1 I I I I I I I I I DATE: •T`r/1�11Jl'' CROSSING SEE WATER SEWER 05-JANUARY-2020 2595 ----------------- ------- 1 ELEVATION= 2598.81 NOTES 2 AND 3AND --- - -----I----- , -------1--------1-------- L-------- 1 -------- --------L--------1-------- 1-------- --------1--------1 - 1--------1 -----4'SEWER ------- J WATER - 1IIIII1I. 1IIIII POTABLE! 1III1----- __-_..IIIII . II II i IMERIDIAN SD W'I AND SD W2 I WATlERI 4"SEWER-- i11I IIII SERVICE IICIIII E SERVICE 1 STATION=0+88.49 I ( 1 4"SEWER SERVICE HORIZONTAL SCALE: AS NOTEDSERVICE 1 4"SEWER SERVICE WI ELEVATION= 2598.66 a^SEWER SERVICE VERTICAL SCALE: AS NOTEDI Z 6WATER I I I 4"SEWER SERVICE MAIN 4"SEWER SERVICE -j I 4SEWER = DRAWN BY: C.A.AUTH B^SEWER SERVICE NON-POTALESERVICE CROSSING-SEE WATER MI c) CHECKED BY: J.D.CANNING NOTES2 AND 3AND --------1__------1--------1--__----L-------IL--------L--------I---------I--------j--------A--------1--------J --------L--------L--------L---------1--------- ---------I--------1--------'L--------J --------1---------L----~ L------ 2592 _-------L-------�I MERIDIAN SD W1 AND SD W2 I FILE: TC05SCPS.DWGO') I I I I I J I I I 1 I I I I l I I I I I I I I I I I i I 1 I I I I I i I I I I I I I I I I I I I I I NOT APPROVED FOR I I I I I I I I I 1 I I I I I I 1 I I I I I I I I SHEET NO.: CONSTRUCTION i I I I I i I I I 1 I 1 I I I I 1 I I I I I I I I 2589 --------1---------1---------a---------4--------'}------------------+--------a--------- --------I----____-I--------" ---------t--------'L-------_'y'_--------G---------4---------L---------�'--------1---------1---------1--------4--------�'--------'�'--- C3 . 2 2588 -0+60 -0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 v m i c C N YY al Zi L. f 3 L.F. 3-INCH PRESSURE "< v_ '�°d o f 02,3 0 t = rn N N U ■ P PI D 02' W D7p, I � PI � PI � PI PI PI PI � PI- PI PI y �I ` i Lo �" ^' Bo PI 79 L F 3 INCH PRESSURE P �' i ' '' boll 0 dx a) ml TaRc r0 30 60 > - L i NmLLc 2602.14 �I TBRC W N O 26BOW \ Z / ` 2602.28 • • rS: (, I r BOW LU I BOW \ _ _ I zsoz. SCALE; 1-INCH =30-FEET - a b+ L601.977 BOW27 �` O 2602.221 'i • � 3 2 N 00 BOW LOG z - z BLOCK W . Y M J 1 Ir �i fi M a > z co rn N O .F• o ad H m0to > / n / U) l I, � a i 26BOW I / r _ 02.72 l' 2602.63 BOW BOW74 BOW 1 O o zi 21 _ 2601.24 2601.16 2601.16 r - �. .. s,=„ 2400.99 'c' 2801 4 i BOW TBRC TBRC 2601.24 G BO 2601.01 1 .<. BOW �: 2602.43 ?� _ LO 2601.01, BOW '' �'•'r. I W2 2602.28 - 2.33 BOW 4 I 2601.01 -0.52% ti • , i BOW 2601.24.. BOW T OW i 2600E9 - 1 2601,16 BOW 2602.31 2602.55 "i ' gp 2601.24 LOG 2600.991 ;, -^.,{ 2601.24 BOW TBRC 2602.38 TBRC BOW -. `- LOG >,;2. oy x LOG BOW � d i 7 J� WJ=(Q-.%L�_.--_."-`---•-f-- 2600.92 -m6 0--0 -a--26-N0R0a--...9N-.T-2mo 2500.75TBRCTBBt IIIIIIIIII1IIIIIII R.$C=-r-1<.;�,e-.1,:-I-�,--•�, �.-,�IIIIIIIIIIIII(,..,.s...�._-.,;.-_t.._.:,.r:.�.I--..�.`...-`1IIItIIII1II�.\-::?.<-.-2:a:.;-,.-r x�.--.�'-:-:.1:-.:2-i. 1:-_ J1IIII1IIII - -�-i_- i.i rI1III1I1II.i,r-`2-31----w4C7�.-�-:-1:'`-3.°.i,IIIIIIIIII_..`-•?a-!-�-�;i---zs..-oz-.laIII1III1II >-.+.--t-O,-,_.0L-O.5:--G:.-"-__---1II1I1IIIII -4-�--.--®-..-->-<�-P-b,ry<y2.-s "1-III1II1I`�-`/-,-.:-�`•-t.T-IO-N-=1IIIIiIIII1 1+2 8�.4 �TI1IIIIIII1IIIIIIl,2I 6 61 _ •y'•�-{b':b DIIIIIIIIIIIIIIII 9G 9 _ t 2't6l:0 1.2 IIIIIIIJIIIIIIIII '_r:A•..`.:':.:IIIIIII1IIIIIIII.Ki O:..t..•. ,-- -�.-III���III!IIIIINIIIII- __J�■■_1� •!1 _- MATCH -A5_T_C •`,_H EXISTING 2600.7, LOG 2600.75LOG LOG 5 LOG ^ 6 -0.98% -1.00% 26 w -0. TBRC 2802:95 2600.55 200.99 TBRC 2600.99 2601.16 2601.16 2600.99 TBRC ZU 2602.06 2602.78 TBRC 1 2600.80 LOG LOG OG TBRCTBRC a LOG LOG BOW NORTH STARRY NIGHT AVENUES 1+96.25 +7+50.00 8+50.00 LOG 9+00.00 9+50.00 7 +0000 146% 0.00 11+2844 ° ° zsoosz- -1- - - - - = -I - � . 1 -1.00%072600 EAST AZAN STREET ❑ 2602.06 03 �EP:1+96.25 LOG INT. 7 � 2602 LOG O BP:-0+30.00 z 600 -1.01% -1.00% -1.00% TBRC ro " 260235 EP:128� 2601.16 -0.96% m � BOUNDARY:1+66.25 TBRC TBRC zsoz.la Czsoo.72 •(TOrO�/wn-��4.�� •'V`�r 0 ~, LOG , MATCH EXISTING j S•t s 260O z 2600.80 BOW TBRC C 602.33 40/ BOW OW 260243 01 . BOW BOW 260R BOW LOG 00 2601.24 BOW r Q� (M1 VVwQwJ� ti O d , Y 2602.73 s LI'Q G 2 �ULuU ) BOW26 26 F- < O BOW BOW Qin Om Qw w wwz p Z z wQ_ =BLOCK LLz�1 Q0 00z Ha 0231 2602.2332.23 W .31 W TBRC -BRC28B BOW O Q U BOW 1pBpW P I w29024 001 PI � PI PI PI � P � PIP PI I PI PIP PI � PI PI PI � PI � PI � LOG: 0U)Z M0 30 60 Z= er t 2602.35 260135 Q f- Z Q TBRC I TBRCi02.18 U-) m O 0 187 \ F- L 1-INCH =30 0 1: V Wn NORTH to w 00 w w 0ZO 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 -0+60 -0+30 0+00 30+00 0+60 0+90 1+20 1+50 1+80 2+10 2+40 Y---- ---t---------1---------I--------7--------t---_----t--------t--------t--------r--------r--------t---------I-------- 2607 2607 --------I--------t--------t---------1---------I--------7---------i--------'i---------I----_--- 2607 STATION=10+38.44 STATION=-0+30.00 ELEVATION= 2603 STATION=1 q STATION=10+99.44 0.80 'ELEVATION= 2602.78 STATION STATION ELEVATION= . ELEVATION 2602.51 ELEVATION=� 602.51Z I I STATION=-0+ .50 r-------------------------- --------7--------T-------- -------- -------- 2604 2604 ------- --------r _ELEVATION= g600.72------r--------1--------- --------- ------- --- ---- 2604 I STATION=9+77.09 STATION=0 00.00 1 EP:1+96.25 ELEVATION 2602. -1.00% 0.00% 1 1 BP:-0+30.00STATION=8+70.65 1 1 1 146% -1. 1 I ELEVATION 2600.84 pELEVATION 2601.28 EXISTING GROUND1 F D 0.06% I I N . 1T INISH 00% ELEVATION= 2601.28 - I 1.00%10% I 1 1 - - - - J I EXISTING GROUND 1 FINISH GRADE I I I I STATION=11+20.68 1 --------7--------T-------- r--------r--------"-------- ---------r-----.EP:111+28.44 --- 2601 2601 --------10100 0 ELEVATION= 2602.26 1.00% STATION=7+82.6 1 1 1 1 1 1 1 1 1 STA601ELEVATION 2 1 1 1 1 1 1 1 1 I STATION=8+26.70 ELEVATION 2602.26 POTABLE/NON-POTABLE CROSSING-SEE WATERI ELEVATION= 2600.84 1 1 1 1 1 1 WATER NOTES 2 AND 3 AND12" 1 1 1 1 1 1 1 1 SERVICE MERIDIAN SO W7 AND SD W2STORM WATER SEWER POTABLE/NON-POTABLE 1 I SERVICE ---- CROSSING-SEE WATER 1 1 ---- I_ I I I L1 2598 2598 --------I Z "29LF 12"C900 ---------------- Z{_ o IIII IIII 11IIIII IIIIII 2598 NOTES 2AND 3AND I I I I I --------I I_ I PVC @ 0.22% 4"SEWER wWATER ERIDIAN SO W7 AND SO W2 I 1 4^SEWER 1- SERVICE I SERVICE SERVICE W I SEWER J 2 W 4"SEWER SERVICE ❑ "WATE POTABLE NON-POTABLE U_ SERVICE m CROSSING-SEE WATER 8"SEWER MAIN I NOTES 2 AND 3 AND MAIN IMERIDIAN SO W1 AND SO W2 310 610 DATE: 05JANUARY-2020 4"SEWER --------I--------J---------J--------1--------1--------J --------L--------L--------L--------L------ ------- 2595 2595 -------- --w 000 _L.--------L-------- ------ -------------- 2595SERVICE 1 00mI 1 Z 1 HORIZONTAL SCALE: AS NOTED= w I N00 amj Z LU III: : - � = - I IN � VERTICAL SCALE: AS NOTEDLU 1 2 " , ° L I I tii 1 Q DRAWN BY: C.A.AUTH ?wN 1CU „N „N I CHECKED BY: J.D.CANNING L- -1--------J---------1-------- -------- -------- '-------- -------- ------ce S.Z 2592 2592 --------I------------0 _L--------�--------L--------J--------1------ - 1-------- 2592 Z FILE: TC05SCPS.DWG SCALE: 14N( H =30-FEET I W \ I I I I t I NOT APPROVED FOR I I I I I I I I I I I I () I I I I I I SHEET NO.: I I I I I I I I I I I I to I I I I I I ' CONSTRUCTION 589 _---- ----- ---I---------I----_----1---------1---.------L--------a----------1---------�--------1---_-----1---------I------.-0 ------- 2589 2589 --------I--------�.--------F---------i---------I----------I-------- I I I I I i I I I I I I I I I 1 I I I I I I ! I I I I I I I I I 1 I I I I I I I 2588 2588 2588 3 • 3 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 -0+60 -0+30 0+00 30+00 0+60 0+90 1+20 1+50 1+80 2+10 2+40 w IA N ■ i- O W N89046'5011E - 1 ,2 .20' v i `C M CID N NOTE:ALL SANITARY SEWER SERVICES Hots L p ARE CENTERED ON LOT FRONTAGE AND O � TERMINATE 14.00 FEET WITHIN EACH LOT N L i_ 2 .. >, tim405) � O .Tu. c BLOCK 13 _ _ > O O m 2 STA.1+56.75 INV.=2594.90 �®- -�-� BLOCK s BLOCK - ��a) coo Of 2 2 = = � = Ma WED= M +. W Co -It = 11 10 9 8 7 6 5 4 3 2 a =a> J LLI O O O O O O O O O ad 3: J$ C to 6.00' 14 STA.1+56.75 W- il q ci NV.=2593.60 � yrn m v rn I�`-N Mm mM m0l MW M� M L6 c, Vm �IZ � OW1N �m N� m� {{pp m 3I + N +N + N + N + N N + N W" Q100 = 2.08 CFS Nz �= N= �_ 112 " " Q25 = 1.50 CFS ces m -1 - r z p m ....:.ate::(�+: .;.'• I x; ;.. 188 L.F. 8"PVC�� _ _ _ 535 L.F. 8"PVC _ _ _ _ _ _ _ cy) 3o°om� LL-.-w-w w a0 LLi-W _t. 723L.F.8"PVC -.LL�-.-._wrw -.- -•LLj ®-"- -^-"-"-`-"� I-.- -F.- _. "-.-. -w LLI- -w- - - - w- jI J LL _Im jb j�. -is Jm I jY jt - w NSrA 156.75 t ✓ i �^ ,Mn O �� - -'- _ - -4- - - - - _rRJ- _ _� - -"r- - _ - - ^IT - 4 - - - m� { - - 15 V._2592.40 (yp�1.02L.F. 36°48'48\+ g 102°137" II I -�'' s� "it _ • vm ve v" MH:4+70.00 va am v® EAST AZAN STREE' <$ MH:7+90.00''''''���\\\\\\ L 2+00.00 2+50. 0 II I-7 3 50.00 4+00.00 4+50.00 5+00.00 5+50.00 00.00 6+50,00 7+Du.W 7+50.00 M �� 1 _m _�-�-�_A L,s+�_�_s_�_"a Ja _���_g Lm_$_�_�_®-�_ ��,_g__!�_u_�_ ��_$L ` �_ MH:1+56.75 O i P 98°55'27 92°Z'38" / Z LL LL J LL j j J J Q' R � -`X j t - I4! ! 11" LL : a J j M1 J 1 j ',5 d iw I k. i I k Y k. y t i F I y i 4 yyy�.. Y i 1 l �. 5 ( t yy 1♦' o f o i o 0 o o O 0 0 ,n w m - -4 . t i", b . .. ... . . •.� .vn . . f,,. " . . .• It '� .... .. ♦ _ ..♦ .:..N .e.a _ / ."4.:c .•_'_.""z-m•`� •f:4] S •:OJ. .n _l: :1J.•a eO.,y .r t`� y�,� a• mO �O"Il �N "Wi _ ': Q100 = 1.85 CFS 00 .' +w + i LL / ` Q25 = 1.33 CFS �" �" Fj �> N Q n Q " Q n a n a n a n F n F j •.l'7A I J / ..�:2.•' NZ NZ NZ WZ WZ Nz WZ NZ Q100 TOTAL = 4.40 CFS Q100 TOTAL = 3.94 CFS ¢ w tw ,) 6 srA.o+sa.00 ze:'i: g I V100 = 5,281 CF INV.=2591.51 �m + V100 = 6,605 CF ..1� W p t H < O 9 < < z � w ocnw :3 ' w = wz BLOCK BLOCK • ? ° cr o Q 0 Q100 TOTAL = 1.12 CFS V100 = 1,496CF 1 1 � _ _ ¢ 1 STA.0+32.80 29.56 LF. O O z BLOCK NV.=2588.80 I Q100 - 0.68 CFS WEST TO EAST .. �/� w � - 2 Q25 = 0.49 CFS • V 1 a w I Q100 = 0.44CFS g IBMQ25 = 0.31 CFS ? o - • O co 00 0 U) Q U MH:o+oo.00 z 0 30 60 Z 2 Z Q o 1: LLJ w > ��1 Lo z c( SCALE: 1-INCH =30-FEET T� oo O P R' 1 I Lu NORTH Z H LL w Z 0 -0+30 0+00 0+30 60+00 o+w 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+60 7+80 8+10 m I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I 1 MH:7+90.o0 1 1 I I I I I I I ! I I I I I I 1 I I I I 1 I I I 1 I I I I I I I I I I I f I I I I I I 1 I I I I I I 1 I I I I I 1 I I I I I ! I 1 I I I I I I I I I I I 1 I I FINISH GRADE I I I I I I I I I I I I I I I I I I MH:4+70.00 1 1 1 1 1 1 1 1 I I I I I I I I I 1 I I I I I I I I I I I I 1 I I 2601 --------1---------t---------I--------7---------I'---------r--------t------_-t--------r--------t'--------i---------I-----_--_I-------- --------.T--------t-------- --------j---------r-----_--r---------------- -----i--------Y--__-- --------t--------1'- -----r- -2601-- I 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 LLI �y I I I I I I MH:1+5s.75 I I I I I I I I i I I I I I I I I I I z A l I I I I I I I I I I i I I I I I I I I I I I I I J •j"� I I I I I FINISH I 1 I I I I GRADE 1 I 1 I I I I I I I I I I I I I I I I 1 • n, I t I I I I I I I I I I I I I I I I I WATER 1 W • I I 2598 ------- 1 . I I I I ---- Q-2598-- ---------I-----_--�--------7- ------T--------� -------- --------7--------T----- --r-------- ------------------F--------1------------------ --------7-------- i --------rr--------r- -1-- I 1 I I I I I I 1 1 I I I I I I I I I I I WATER I I t I I M '� 5 Ln �. POTABLE/NON-POTABLE ,� M of I I I I I I I I I I I I I I I I I I I 1 I i rn g l I f I I 1 I I I I I I I I 1 I I I I I m M I SERVICE i ^ I I I i+ I + + CROSSING-SEE WATER m W 1 �>, m M + m NOTES 2 AND 3 AND ro rn m + d I I I I I g• I I I I I I I I ' ' I "? W m m MERIDIAN SD Wt AND SD W2 to WATER m rn I 12"AW WA C900 1 I I I I WATER I I I I �'? I + N I I ,f, "*,I I tD 1 I < I N I rrn II I WATER w M W rn SERVICE + + ¢ ¢ r I STORM SEWER I I I I MAIN I I I I I I I o I o 1 1 I m I I d a l I r I N 1 rn I I It w • ------- I I 1 --- ( It I SERVICE - ' --- - - ----WATER_---M'----' --r. M_-'-------- ' m+-m_----_-- I a.--?.- - -I 1 ¢_---¢ I I F' N -------- -----N ' "------ ------ I ' N_--- I Wn_- uJ 2595 1 --- ---�------------- ---------(--------Ty +--T m,>---- I - SERVICEN --------� + + I -1------_M M r r--- N---_ n_----. W-----_tn I -------_ --- --- _2595_-- -------- ¢ j--------r- m r--------I--- n I I I rn I m I WATER ri M M r r w I I I I I I I M I 1 N t I I WATESERVIR I W It w rn I I SERVICEI I I I I I I 1 ' d d I I N 0 I I 1 I I I I I ¢ I I r I 12"AW WA C900 y N 1 1 1 n It W I rn m ! I W W I I y I I 1 I STORM SEWER n n W W 1 Wn m I I I 1 I I rn n rn m m N I m I I 316.00 L.F.8"PVC @ 0.40% I I I M I I o I I III I I . W I I N rn I I I I I I I 1 I I I M I 1 POTABLE/NON-POTABLE 1 C6CROSSING-SEEWATER ,Wn I I 1 i 1 I 1 I 1 rn N 1 NOTES 2 AND 3 AND I o oo N n J--------J-- t--------- - L------ 309.25L.F.8^PVC@o.4o% 1--------L--------L--------L--------L-------J--------J--------1------ 1--------L--------L r �-2592 ------- - MERIDIAN SD WI AND SD W2-- ¢.----- --- --- -------- -- - .---- -- -------- -------- -------- ------ o it -- -2592-- I I I I r I I I I I I I I v I I I I I I I 1 I I III LL2W11 IIIIII IIIIII 1IIIII o Lq 1 1g �_E rp^w 1I1IIII _J DATE: 05JANUARY-2020$I I I I W I 1 oow = I IT I I 1 I I I zz I HORIZONTAL SCALE: AS NOTEDX I- zgm Lm ' '� � iato Ir 1 1 I I If m p Z VERTICAL SCALE: AS NOTED Joo^Z N zWrrIr n n I I 1 I 1 1 I I I I w W 30= Z2j - -- -------- L- 1 - 1- � n »wrL- - - L - L - 1- 1 = DRAWN BY: C.A.AUTH 2589 n --------z r r�r I I 1 I I I I I I= w+ z Jzrn� it I SCALE: 14N H = 30-FEET1 I CHECKED BY: J.D.CANNING ¢¢ zza OONwww= I2NKw pn >>>r ¢ 3zzW I I FILE: TC05SCPS.DWG EXISTING I I 8"PVC Q V I I I I I I I I I I I I 1 I I I I I I I I I I I c I 2586 --------- ---------I-- --i--------- ----------1---------L-------- -------------------I---------1---------1----------1---------1---------4--------4---------L------------------L--------I----------i----------I---------1---------1------ --------1---- NOT APPROVED FOR SHEET NO.: I I I I I I I 1 I 1 I I I I 1 I I I I I I 1 I I I I I I I I I I 1 I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I t I I I I CONSTRUCTION I ! I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I 2584 - C3 • -0+30 0+00 0+30 60+00 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 I 79.00' ■ o cr) mly) n 59.00' BACK OF WALK TO BACK OF WALK � `'0 cu 3-INCH PRESSURE 6.00' 47.00' ROAD RIGHT-OF-WAY 6.00' a v 0 .y EASEMENT 33.00' ROADWAY BACK OF CURB TO BACK OF CURB EASEMENT w� = o 0 79 L.F. 3-INCH PRESSURE H o w c� i 1 5.00' 16.50' 16.50' 8.00' 5.00' 10 - In Z i ■ ■ PUC EASEMENT LANDSCAPE 2 LANDSCAPE PUC EASE MENT ° N m a) LL C j 1 i 2% 2% 2% 2% i m •m a --------- SIDEWALK SIDEWALK LU I a= ' a z = BLOCK w w ` o _ j 1 � z � z a_fQ � � 00 0 Lu -I 3 CENTER CROWN BETWEEN CURBS w c M a 0 m; z I > 1 0 1 0 W W ai Q liai 20 � a I LL i <°. 20 19 1 $ a 4 a ��. r.•: 5 + aa) N nl :y �N LEGEND o 0 0 _ <Z NW mvLo > z ( I zz ,N O1 2-INCHES CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK " OzI 21 N <'._-. O2 3-INCH ROLLED CURB AND GUTTER to Q100 = 0.94 CFS o 2.5-INCHES HOT PLANT MIX ASPHALT CONCRETE SURFACE COURSE- SP-3, 0.5" MIX, PG 58-28 Q25 = 0.68 CFS - . m JI 6 INCHES CRUSHED OR 6RINCH MINUS SNUS UNOCRUSHED AGGREGATE SUB BASE COURSE Z p O V 4 10 FPS � AA a:.,.:.• 4-INCHES CRUSHED AGG EAST TO WEST, �:- ,,. ;,,: :l' ^$ i �� O5 Y:•.f•..: .. f .-. m 246L.F. 8"PVC _ TYPICAL INTERNAL ROAD SECTION ._" �LLl _. ° V= 3 60FPS W 7W REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION Std. Dwg. SD-801 NOT TO SCALE EL p Q100 = 1.48 CFS .I a J C _ L - - - g WEST TO EAST LL � _�� _ • -Q25 = 1.05 CFS - - >� + -� 100°18'52" 8+50.00 N =g 9+00.00 s 5�EAST BAN STREET r�- - -10+50.00 11+00.00 y/ I 11+5 y [ ���Np` eJy�2 -�j�-A-e - 127°36'27" $� > �® m MH 11 2208 O I-LL w O�� 'J _m O 441 z Z ) :...i.:. .'. > .,,on':.:'::•:'.,..,.......,... Z _.1.m :'f.., •.;•+} >:YL ,a QO w �' r-I I\ O I ' Asa w z w w 0 V 1. + 32° 6 o m a w w Z NW mN • :i '• �U), u�O Q100 = 1.52 CFS LL �9 �> Q25 = 1.10 CFS "' s9jo�� 30.00' mZ d> 17.00' 4.00' MINIMUM m z w Of 3.00' 7.00' 10.00, 3.00' 13.00 D g 1 0.00' SIDEWALK H Q DOD O 17.00' O cjdHQ dj • r� a0 1.75/o MAXIMUM o a W 12 1 � - 11 3 1 10 4 W a, 0 LU z O - O O O - ................................................_.............. „ w .:::::::.::::::::::::::: 3 ASPHALTIC CONCRETE-SP-3, O.5 MIX, w Z .. .. .. . . . . . . . . . . . . .. .. . .. . . . .. .. _ = BLOCK = PG 64-28- PER ISPWC SECTION 807. 0 P Z :::::.:.......... 1 4" BASE COURSE OF 3/4"MINUS PER (9 z ISPWC SECTION 802. _ a CONSTRUCT 3-FOOT WIDE GRAVEL SHOULDER- 10"OF 3/4"MINUS CRUSHED Of Z ® AGGREGATE (MINIMUM 95% COMPACTED TO STANDARD PROCTOR DENSITY) rm � U W O a SUB-BASE 25"OF 6" MINUS PER O z 0 NOTES. ISPWC SECTION 801. W D- - OA NORTH LOCUST GROVE SHALL CONSTRUCTED WITH SP-3, 0.50 INCH (1/z") MIX, PG-64-28 THREE INCHES (3") THICK, AS A MINIMUM NOT APPROVED FOR O a U) LL WITH 4"OF 3/4"BASE AND 25"OF 6" MINUS BED RUN. Lo O co CONTRACTOR SHALL COMPLY WITH ACHD SUPPLEMENTAL SPECIFICATION DRAWINGS SD-303 AND SD-806 AND ISPWC SD-301. CONSTRUCTION O co F- O F- Q 0 W o _ 0 30 60 < I SCALE: 1-INCH =30-FEET / ASPHALTIC PAVEMENT SECTION FOR ACHD IMPROVEMENTS IN NORTH LOCUST GROVE ROAD Lo :) o 0 NORTH O H w NOT TO SCALE � W W 2 Z_ LL W Z O $+'° $`"° 6+70 9+00 9+30 9+60 9+9 19+20 10+50 10+80 ""° "+40 ""° ROADWAY CONSTRUCTION NOTES m I I I I I I I I I I I I I I I I I i I I I I I I I i i i i i 1 1. ALL CONSTRUCTION WITHIN THE PUBLIC RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ADA COUNTY HIGHWAY DISTRICT FINISH RADE 1 MH:11+22.08 i (A.C.H.D.)SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. I I I I I I I I I I 1 2. 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 r^ ---2601-i ---- I-------- I---- - I 1 I I I I --_ 2601 ( ) v1 --r- r -r--------t--------t--------r--------r--------r--------r-- -1-------- CONSTRUCTION. I W I I I I I 1. I I I I 1 I _z I I I POTABLE I NON-POTABLE I I I I I I I I I I I CROSSING-SEE WATER I I I I I I 1 NOTES 2 AND 3 AND 3. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. •� I I I I o ut°i WATER 1 i�I = I I MERIDIAN SO WI AND SO W2 1 I '� I o o SERVICE 1 I U 1 1 12"AWWAC900� 1 I m I o - If 1 4. THE CONTRACTOR SHALL OBTAIN A CONSTRUCTION PERMIT FROM THE ADA COUNTY HIGHWAY DISTRICT AT LEAST 24 HOURS PRIOR TO COMMENCING CONSTRUCTION OF ANY OF THE IMPROVEMENTS SHOWN HEREON f- ` I STORM SEWER I i i b I a LOCATED WITHIN PUBLIC RIGHT-OF-WAY. ■ `/1�/ .--r-a---2598-r- ------I--- ------umi,----- ----- -- WATER __+_--'F_--___--�.------¢-r--------F-------_N-- __--1-_------ 2598 T/ VVV L6 I I + 1 rn SERVICE a' 1 WATER 5. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY I I o1 SERVICE I � I N I m I I SERVICE I I I I 1 ur I ° I m I �? I I 4°pVC MANUAL. m 1 N 1 m 1 I I m 1 I 1 6. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT URING TRENCHING OPERATIONS. 328.08L.F.6"PVC@0.60%�-----_--1 ' ---2595-- 1 -f---------- 1 r--------r--------r--------I ---I------- 25s5 7. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. Ln I I I I 1 I 1 1 „ w8 1 I I I I I I I I t o Nm I I I I I 1 I I I I I I 4 1 1 1 1 I I I I I 1 Im� $ I 8. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. I I I I 1 I I I 1 1219 Ww= 1 I I I Iz¢ " z z a I 9. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. --L- ---2592-L-------J--------J 1--------J'--------1--------L------ -------L-------J�m_`vmo---1-------- 2592 1 I I I I I 1 I 1 1 10. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES I I I I I I 1 I F I I I DATE: 05JANUARY-2020 1 I I I 1 w I I 1 THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT I I I 1 I w I I DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE HORIZONTAL SCALE: AS NOTED w I WI I I I - I LL I I I - o I z VERTICAL SCALE: AS NOTED I I W 3J � _ 11. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROAD SURFACE. I J I I I I �F1 -2---zsas-L-------- ---------1--------1-------- ------ - L--------L-------J-------- 2589 DRAWN BY: C.A.AUTH I () I I I I z-, I I I 12. ACHD INSPECTION STAFF WILL CLOSELY MONITOR PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.00%; THERE ARE NO TOLERANCES I I I I I I SCALE: 1-IN�H =30-FEET I I i CHECKED BY: J.D.CANNING I I I I l f I I I ALLOWED. I a I I I I I I I W I I I I I I I I I I Q I I FILE: TC05SCPS.DWG I I I I I U I I 13. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT A.C.H.D. CONSTRUCTION SERVICES FOR COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS AT 208.387.6280. I I I I I I I I U) I I I I I I I I I I I I I I _------_ -____-_-_- -------- --------a--------a---------i------- ---- ---------4----------1-------- 2586 14. ABANDONED BUILDINGS,TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHTS-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA SHEET NO.: I I i I I I TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. I I I I I I I I I I I I I I t I I I I I I I I I 1 I I I I I I I I 1 I I 15. TRUNCATED DOMES FOR ALL PEDESTRIAN RAMPS LOCATED IN THE RIGHT-OF-WAY SHALL BE PER ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS 2 • I i I I I I 258a NOT ALLOWED)AND SHALL BE COLORED'TRAFFIC YELLOW.' J 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 DEMOLITION KEYNOTES - �" cn j ale I i i U -.,. � ;, o � E ; SEE SHEET C2 . 0 '; _ � I _ � � -T A EXISTING IRRIGATION DITCH - DEMO AND FILL WITH STRUCTURAL FILL J EXISTING SIDEWALK-RETAIN AND PROTECT 1 t 1 1 ♦ O ► 1 / �'Y / = v B EXISTING POWER POLE O - RETAIN AND PROTECT K EXISTING WATER APPURTENANCE -RETAIN AND PROTECT I 1 1 1 t i ♦ a ! a / B .t ++ ' ��a 0 o E O e Ili 1 � ) I � w EXISTING FENCE - RETAIN AND PROTECT © EXISTING UTILITY POLE-DEMO AND REMOVE i i i 1 / I ` +++ / L o x / > ai m a) LL D EXISTING FENCE - DEMO AND REMOVE M EXISTING STRUCTURE -DEMO AND REMOVE 1 i i J > o OE EXISTING TREE - DEMO AND REMOVE ON EXISTING WELL TO BE ABANDONED I t ; �♦ I t / ! ": :; 1 I ■� U a �U; M. OF EXISTING ASPHALT APPROACH -DEMO AND REMOVE OO EXISTING CMP PIPE- DEMO AND REMOVE I / j `� �Q ♦` ` ~`�/ j j / i j M a © EXISTING ASPHALT- DEMO AND REMOVE BY SAWCUT- © EXISTING TELEPHONE JUNCTION BOX- RETAIN AND PROTECT I I ! a / i I / ! �� { 1 j / $ W c c ri = 1 a ♦ ► ----- t f i P\ / / f /.' i r l e I w m M OH EXISTING SIDEWALK-DEMO AND REMOVE ® EXISTING TREE - RETAIN AND PROTECT j CI Ot ♦♦ - o♦ t a) lA _ �if of 0 20 40 j ; ♦ ` "' �+ — a 1 i SCALE: 1-INCH =20-FEET s : `� �` �,�® ----�1t1 / Q / i' / / le P m .... �----———---------- -- -- __— — — - .. ♦ H J H B .1. ,•--�nr sly—•^^.�.e..' Eri�..�`-c-•ti:.'SEE• �.s�';.�r,� •.:z. •a� 1. .:•er F ..a is .\...\ F .. w� w...\. F�.... I / `Z» B G G G G G � � LL v si - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - s� �os� NORTH LOCUST GROVE ROAD w w t: C 0 . � WW_ w ►— w w � wo < 0 0z < I— w = Q IMPROVEMENT KEYNOTES LL o a o SEE SHEET C2 . 0 ozo 27 INSTALL 10-FOOT WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-70917—� = w C+_ � 28 INSTALL ASPHALTIC PAVEMENT PER ACHD SUPPLEMENTAL SD-625 I f Ix _ OQU) LL 29 INSTALL 3-FOOT WIDE GRAVEL SHOULDER PER DETAIL SHEET C3.5 iz Lo 0 OU) I I Q M O ® 0 Z Q r� U � OQ mm W / ' i 00 r.� LoU) ww w � / oz � F- ILL wZ0 • P FOR PRESSURE ACK-UP WATER LINE a ® TA CONNECTION SEE IRRIGATION OC3J FOR CONTINUATION V SCALE: 1-INCH =20-FEET — - - I .. • , .. .. . . ,... .. - .! .. .. .. a .• t>. 4 • � -. . • • i '. ...• . .y,- •. • '. •p1 a • .. .'i MATCH EXISTING '` "• • � o E Ia 9 �V0o�. MATCH Ea o � ._ �. ' . . . 9 9 w 8- er'Mm+8 2 L k 1�1 0 I q I I I 74.13' :*4 30.89' 135.39' - -0+19.95 -0+-00I-.00- - - - —O+-0t.00 1+00.0— — — — — — — — — — — — — — — — — 0 -1 - — - - +-- - - — - -2-+5+-.00 - - - - ---3+-+00.-00-- -.�-- —�-� - 3-+4:.58- — - — - - — +- . . - - DATE: 05-JANUARY-2020 HORIZONTAL SCALE: AS NOTED VERTICAL SCALE: AS NOTED DRAWN BY: C.A.AUTH NORTH LOCUST GROVE ROAD CHECKED BY: J.D.CANNING FILE: TC05SCPS.DWG NOT APPROVED FOR SHEET NO.: CONSTRUCTION C3 . 6 0 tnN • W O 0 50 100 SEE PRESSURE = c Mm 1D IRRIGATION HOOKUP a SCALE: 1-INCH = 50-FEET DETAIL BELOW •►� o E NORTH /A y c6 C,4 U Y/ -O L ` 0) y LL c RESERVE,....SUBDIVISIW4 NO,2 RESERN,E SUBDIVISION RESERVE SUBDIVISION � j m C 142 L.F.3-INCH PRESSURE : - 689 L.F.3-INCH PRESSURE - - 350 L.F.3-INCH PRESSURE --- PI � PI �� PI �e PI PI PI PI PI T� PI PI PI PI PI PI PI PI �� PI PI PI PI �� PI .PI PI �PI D 1 A PI B C- � PI ��� PI PI PI PI F � ` B PI PI PI PI PI PI PI PI PI PI c B 79LF.3-INC PRESSURE PI I PI PI _ _ - = c c 00 LOCK -- 00 =` a _ Q W ._ ._ 3 j BLOC{ BLOCK � BLOCKa o,° M 2 co_ rno � l r L1 _..._ Ln 0 Cl 0 PI m0Lo > � o- 1 } 11 j \ f 2 l 1 Y . o i VD71 1 1 EAST AZAR STREET _ EAST AZAtd STREET T _ z D \ i M v j u: _ .... I G rr zo L 1 6 m <v 0 'G : a r 1 1 BLOCK _ a LL L f41 f j } fir i if 1 1 j Ci i BLOCK BLOCK 1-O I �S� S'C,oS�Q BLOCK 1f NI . PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI � PI A PI PI �� PI PI �� PI PI �� PI PI � PI � PI ; � PI � -- PI -. RI � PIPI �',PI PI I API I API APIwOW109 L.F.3-INCH PRESSURE - - -. - - 1079 L.F.3-INCH PRESSURE _. E g 1- w - 79 LF 3-IN PRESSURES a-a-�- -ril-�-a-�-e -�-a-m- -a-®-m-c- - - -®-w-o �w- -m-�-s -a -w-w-a - a-,-�-�-�- ,- -a-�-�-a- -a-W a `k; Z Q O ¢ m O S w > Cn F- Q �U ydN == C;I of `SOW\,�'ciC>T"k x • ^� O � W Q • � OfLu Z • � 0oZo - Q NOT APPROVED FOR o Z CONSTRUCTION m � Z o0Z Fn g = wEL . IRRIGATION NOTES LEGEND Z = z LL 0 0 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED "DANGER-UNSAFE WATER"OR "NON-POTABLE WATER" CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. TAPE SHALL BE PLACED BETWEEN TWELVE mommommums INSTALL SLEEVE 0`0 O00 (SETTLERS IRRIGATION DISTRICT). (12) INCHES BELOW GROUND SURFACE. O `o rn O U PI INSTALL PRESSURIZED IRRIGATION LINE-SIZE AND LENGTH AS NOTED o Q p 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION 18. TAPE A GREEN #14 DIRECT BURIAL TRACER WIRE ALONG THE CROWN OF THE PRESSURE IRRIGATION MAINLINE. LOOP THE TRACER WIRE FROM THE Z 2 �`� Z SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER MAINLINE TO EACH SERVICE BOX AND BACK TO THE MAINLINE. THE TRACER WIRE SHALL BE ACCESSIBLE AT ALL VALVE BOXES AND EXTENDED ALONG - INSTALL GRAVITY IRRIGATION PIPE LINE-SIZE AND LENGTH AS NOTED Q �_ Z Q DEPARTMENT. THE OUTSIDE OF THE LOWER PORTION AND ALONG THE INSIDE OF THE UPPER PORTION OF THE VALVE BOX. CONDUCT AN ELECTRICAL CONTINUITY r- 0 O 2 INSTALL PRESSURE IRRIGATION SERVICE -SEE DETAIL F OR G SHEET C3.8 00 OU U W TEST BEFORE PAVING TO VERIFY TRACER WIRE INTEGRITY . PI 3. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH ❑D INSTALL IRRIGATION MAINLINE DRAIN -SEE DETAIL E SHEET C3.8 U w W 2 OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL 19. EQUIP EACH PRESSURE IRRIGATION SERVICE WITH A METAL OR PLASTIC TAG (YUCKY FACE)"NON-POTABLE WATER-DO NOT DRINK". Z = INSPECT ALL CROSSINGS PRIOR TO BACKFILLING. 20. VALVES SHALL BE A GASKETED PUSH ON VALVE SUCH AS MAPCO 100RT CAST IRON VALVE WITH RING-TITE ENDS OR EQUAL. VALVES SHALL BE OF INSTALL PRESSURE IRRIGATION FLUSHING POINT m Z O 4. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE MAINS SHALL BE A MINIMUM OF SIX(6) FEET. SUPPORTED WITH CONCRETE OR SECURED WITH RESTRAINT ASSEMBLIES PER LEEMCO MANUFACTURING. VALVE BOXES SHALL BE STANDARD CAST INSTALL PRESSURE IRRIGATION GATE VALVE -SEE DETAIL C SHEET C3.8 WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND A NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF IRON 5 1/4 INCH DIAMETER ADJUSTABLE VALVE BOX PER DETAIL C, SHEET C3.8. 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 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 21. VALVES FOR STREET CROSSINGS SHALL BE PLACED WITHIN 2 FEET OF THE BACK EDGE OF SIDEWALK. 5. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR WITH THE WORDS DANGER-UNSAFE 22• FITTINGS SHALL BE CAST IRON, DUCTILE IRON, PVC, BRASS OR STAINLESS STEEL, AND SHALL HAVE A MINIMUM PRESSURE RATING EQUAL TO OR PRESSURE IRRIGATION HOOKUP DETAIL WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND GREATER THAN 200 PSI. ALL FITTINGS FOUR(4) INCHES AND LARGER SHALL BE DUCTILE IRON WITH FLANGED OR MECHANICAL JOINTS. THRUST BLOCKS r•1 EIGHTEEN (18) INCHES ABOVE THE TOP OF THE PIPE. OR OTHER APPROVED RESTRAINTS SHALL BE PROVIDED AT CHANGES OF DIRECTION. ?� 6. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. 23. IRRIGATION SYSTEMS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SPECIFICATIONS FOLLOWING INSTALLATION OF ALL OTHER UTILITIES •O AND BEFORE PAVING. EXISTING IRRIGATION MANHOLE =1 7. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES RIM = 2605.14 tZ AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. 24. IRRIGATION LINES SHALL HAVE A MINIMUM OF 4-FEET OF COVER AT ALL STREET CROSSINGS. M 18" INVERT IN =±2602.50 8. THE DEVELOPER SHALL NOTIFY ALL LOT PURCHASERS THAT THERE MUST BE NO INTERCONNECTION BETWEEN THE PRESSURE IRRIGATION SYSTEM 25. ALL SLEEVES SHALL BE C-900 PVC. INSTALL PER DETAIL H, SHEET C3.8. 12" INVERT OUT= ±2602.40 • AND HOUSE PLUMBING. OUTSIDE HOUSE FAUCETS MUST ONLY BE CONNECTED TO THE MUNICIPAL POTABLE WATER SYSTEM THROUGH THE HOUSE INSTALL WATERMAN C-10 CANAL SERVICE CONNECTION. 26. USE 6-INCH SLEEVE WITH 4-INCH PRESSURE PIPE CROSSING. USE 4-INCH SLEEVE WITH 2-INCH PRESSURE PIPE CROSSING. GATE ON UP UPSTREAM INLET ON SOUTHWEST OUTLET 9. INSTALL PRESSURIZED IRRIGATION SYSTEMS CONSISTING OF IRRIGATION MAINS AND INDIVIDUAL SERVICE CONNECTIONS TO EACH LOT. SERVICE 27. ALL 12-INCH GRAVITY IRRIGATION PIPE SHALL BE ASTM D-3034 SDR 35 PVC SHALL BE CENTERED ON LOT AND PER DETAIL F OR G, SHEET C3.8. 12 L.F. 12" PVC GRAVITY •� 10. ALL IRRIGATION MAINLINES SHALL BE INSTALLED SUCH THAT AIR AUTOMATICALLY VENTS DURING FILLING AND DRAINING. AUTOMATIC AIR/VACUUM IRRIGATION SUPPLY PIPE r/1 RELIEF VALVES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE SYSTEM AT A MAXIMUM OF INTERVAL OF 1000-FEET. P.I. SYSTEM INFORMATION V 1 11. ALL IRRIGATION MAINS SHALL FREELY DRAIN. "FREELY DRAIN" MEANS TO DRAIN TO AN ADEQUATELY SIZED DRY WELL. THE DRAIN SYSTEM SHALL INCLUDE MANUALLY OPERATED VALVES. LOCATE DRAINS ON BOTH SIDES OF STREET CROSSINGS ADJACENT TO VALVES OR AS SHOWN HEREON. A 1. THE PRESSURE IRRIGATION SYSTEM SHALL BE OWNED AND OPERATED BY THE ALLMON HOME OWNERS ASSOCIATION, 1 DRAIN SHALL CONSIST OF A SUMP WITH 1-INCH DRAIN ROCK SIZED AT 1 CUBIC FOOT OF ROCK PER MAIN LINE PIPE DIAMETER INCH. DRAIN ROCK SHALL B B BE COVERED WITH FABRIC. CONSTRUCT PER DETAIL E, SHEET C3.8. 2. THE PRIMARY WATER SOURCE IS THE CRESTWOOD LATERAL WATER USERS ASSOCIATION. PI PI PI PI � PI F G DATE: 05-JANUARY-2020 12. PIPE DEPTH: ALL IRRIGATION MAIN LINES NOT WITHIN ROAD RIGHT OF WAY (ROW) SHALL HAVE AT LEAST THREE (3) FEET OF COVER FROM FINISH PRESSURE IRRIGATION PUMP GRADE TO CROWN OF PIPE IF THE PIPE IS FREE DRAINING. A MINIMUM OF FOUR (4) FEET OF COVER SHALL BE REQUIRED FROM FINISH GRADE TO 3. BACKUP WATER IS SUPPLIED BY THE CITY OF MERIDIAN POTABLE WATER SYSTEM QQ5 HORIZONTAL SCALE: AS NOTED STATION -DESIGN PENDING CROWN OF PIPE UNDER ROADWAYS AND WHERE PIPE IS NOT FREE-DRAINING. DUE TO GRAVITY PIPELINES BEING RELATIVELY SHALLOW MEASURES 4. THE LAND AREA FOR ASSESSMENT PURPOSES IS 9.75 ACRES. BY STATION PROVIDER VERTICAL SCALE: AS NOTED SHOULD BE TAKEN DURING CONSTRUCTION OF THE ROADWAY TO PROTECT THE PIPELINES. TO PROVIDE 70 GPM @ 60 PSI DRAWN BY: C.A.AUTH 13. PRESSURE IRRIGATION MAIN LINE PIPING SHALL BE POLYVINYL CHLORIDE (PVC), SDR 21 (200 PSI), CONFORMING TO ASTM D2241. INSTALL 3-INCH REDUCED PRESSURE BACK-FLOW ASSEMBLY CHECKED BY: J.D.CANNING 14. CONSTRUCT GRAVITY IRRIGATION BOXES PER DETAIL A, SHEET C3.8. IRRIGATION BOX PENETRATIONS SHALL HAVE RUBBER GASKETED JOINTS PRESSURE IRRIGATION KEYNOTES PER DETAIL D, SHEET C3.8 v_ FILE: TC05SCPS.DWG UNLE4SS OTHERWISE NOTED. 5 L.F. 4"C 900 PVC 15. PRESSURE IRRIGATION MAINLINE PIPING IN THE R.O.W. AND PARALLEL TO CENTER LINE SHALL BE PVC, C900 DR 18. O INSTALL C-900 PVC SLEEVE UNDER STREET IMPROVEMENTS - SIZE 4-INCHES LARGER THAN PROPOSED IRRIGATION PIPELINE PER CITY OF MERIDIAN 4"90" BEND ( SHEET NO.: DRAWINGS SW1 AND SW2 16. PRESSURE IRRIGATION PIPE SHALL BE CLEARLY MARKED WITH TYPE, CLASS OR THICKNESS. LETTERING SHALL BE LEGIBLE AND PERMANENT. 26 L.F.4" C 900 PVC v_ ©17. ALL IRRIGATION PIPE SHALL BE INSTALLED WITH FINDER TAPE. TAPE SHALL BE TWO (2) INCHES WIDE, PURPLE IN COLOR, WITH THE WORDS INSTALL IRRIGATION VALVE- MATCH VALVE SIZE WITH PIPE SIZE-SEE NOTE 20 THIS SHEET AND DETAIL B-SHEET C3.8 HOT TAP EXISTING 12" LINE WITH 12"X �� • © INSTALL IRRIGATION MAINLINE DRAIN - MATCH SIZE WITH PIPE SIZE-SEE NOTE 11 THIS SHEET AND DETAIL E -SHEET C3.8 12"X 4"TAPPING SADDLE TEE SITH FLG VALVE AND 4" FLG X MJ ADAPTOR 5-1/4" LID -(TYLER NO. 24"X 6" CONCRETE COLLAR-CONCRETE METER BARREL: 20"x36" METER VAULT WITH SMOOTH ■ o 6855)(SEE NOTE BELOW) COLLAR NOT NEEDED IN GRASSED AREAS INTERIOR- METER BARREL RING: D&L 22"x42" NO c M � 1w HOLE -METER LID: CAST IRON WITH "IRRIGATION" _ c COcc a a FINISH GRADE CAST ON LID. FORD IRON LID WA3L (OR EQUAL). IE a M a 04 ..xft � E O WATERMAN AV150C AIR RELEASE VALVE (OR H w .,, N O Z I— d ' U Q < ° °a. EQUAL) NO MORE THAN 12" BELOW GRADE wL o x TOP BOX- INSTALL 1/4-INCH d° ° e'd / W o LL c \/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\% i o 0) w INSTALL 114-INCH STEEL STEEL PLATE BOLTED AT //\ \//\/ / d c m c 0 PLATE BOLTED AT FOUR FOUR CORNERS WITH 5/16 /\\/\\/\\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\/�\/� = rn m CORNERS WITH 5/16 THREADED BOLTS AND \//\//\//\//\//\//\//\ /\//\//\//\//\�2" BRASS GATE VALVE FACING THREADED BOLTS AND NUTS //\\//\\//\\//\\//\\//\\//�� \\//\\//\\//\\/ AWAY FROM RELEASE o 0 3 3 PIECE ADJUSTABLE \�\\/\\/\\/\\/\\/\\�6" MIN. /\\/\\/ / \\� \• a� 3 NUTS CAST IRON VALVE BOX TRACER WIRE SHALL RUN OUTSIDE \/%//\//\//\//\//BELOW LID /\0\\/\\/\\/\\�\ / % ID y M THE LOWER PORTION AND INSIDE ///\�//���//� /X//�j�//�// APPROVED METAL OR PLASTIC TAG WITH LLI W a c s 4. )0* 12" PVC IRRIGATION PIPE qINV. 12" PVC IRRIGATION PIPE THE UPPER PORTION OF VALVE BOX \\//\\//\\//\\ 12" MAX \\//\\//\\//\\ "NON-POTABLE"WATER DO NOT DRINK IS LL l r aa) /\/\/\ /\\/ / REQUIRED. CONNECT TO VALVE BOX c oo �VALVE ' \/\ \\ WITH EYE BOLT AND WIRE TIE - NNO. 12 COPPER FINDER WIRE (TO BE /\\/\\ NON \\//\\// 6 PRE-CAST IRRIGATION OUT INV. IN LAID ON TOP OF PIPE AND FASTENED \//\\//\\ oT�` /\\/\\� c o 0 4.00' /\/\ \/\/ M o 0 BOX OR CAST IN MAIN LINE EVERY 1O'WITH DUCT TAPE) \\\/\\\ /\\//% 2" GALVANIZED IRON PIPE RISER W U 0 O PLACE. IF CAST IN \\//\\ \\/� TRENCH BACKFILL PLACE CONSTRUCT WITH 6-INCH THICK FLOOR IS 1-FOOT .' \� PLAN WALLS AND FLOORS. SECTION BELOW INLET PIPE a !° ���/// IRRIGATION MAIN e. . ***ALL PRODUCTS AS LISTED OR APPROVED SUBSTITUTIONS*** IRRIGATION BOX DETAIL PRESSURIZED IRRIGATION MAIN LINE VALVE A NOT TO SCALE NOT TO SCALE - ° ". aa:4 LOOP TRACER WIRE FROM MAIN LINE PIPE TO VENT AND BACK ALONG RISER LINE PIPE TO THE MAIN LINE PIPE APPROVED BACKFLOW 2"SADDLE TEE DEVICE -SEE NOTE A MICROMETER MW500 MAIN LINE FLOWMETER OR APPROVED EQUAL ***ALL PRODUCTS AS LISTED OR APPROVED SUBSTITUTIONS*** REDUCER AS REQUIRED REDUCER AS REQUIRED ��CD 0 y2 MAIN LINE DRAIN -SEE MAIN LINE DRAIN -SEE , DETAIL THIS SHEET REDUCED PRESSURE DETAIL THIS SHEET 90 BEND BACKFLOWPREVENTER MAIN LINE DRAIN -SEE FLxFL FOLxBEND FL MAIN LINE DRAIN-SEE (§) AIR RELEASE VALVE (PRESSURE IRRIGATION) FLOWMETER DETAIL THIS SHEET _ DETAIL THIS SHEET NOT TO SCALE o 1\ �v 90° BEND REDUCER �� o FLxFL AS REQ'D REDUCER AS REQ'D PROVIDE STRAIGHT RUN S-1 Q� SPOOLS PER METER 13$ -____- - _-_ — _ _ _____ I I S/ l- BEND- MFG'S REQUIREMENTS GATE VALVE GATE VALVE PROVIDE STRAIGHT RUN SPOOLS DI SPOOL LENGTH DI SPOOL LENGTH METER BARREL: 2METE METER VAULT WITH PER METER MFG'S REQUIREMENTS ( AS REQUIRED AS REQUIRED ( SMOOTH INTERIOR- METER BARREL RING: D&L 22"x42" NO HOLE- METER LID:PLAN "IRRIGATION"CAST ON ID. FORD IRON ID WA3L ST IRON WITH NOTES: W W W --- -- --- --- 90° BEND MJxFL -- — - -- (OR EQUAL). � � F- W O � WITH CONCRETE 90° BEND MJxFL 2 FINISH GRADE Q H - A THE REDUCED PRESSURE BACK-FLOW PREVENTION ASSEMBLY MUST BE APPROVED BY THE THRUST BLOCK WITH CONCRETE H T 0 O LOOP TRACER WIRE FROM IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND THE MERIDIAN WATER DEPARTMENT. p o 0 op THRUST BLOCK p o o fn j 1: �p MAIN LINE PIPE TO DRAIN 0 F- Q 0 00 AND BACK ALONG DRAIN ' < F- < IRRIGATION / POTABLE WATER SYSTEM CONNECTION DETAIL o00 PROFILE �� v�o 00o LINE PIPE TO THE MAIN PIPE • .� Of W W F- W 2 W z D NOT TO SCALE IRRIGATION 0 0 z OU MAIN o APPROVED METAL OR PLASTIC � F- W = I z m I z u> --_ FORD BRASS TAG WITH z I co z w I U) z =_=== DO NOT DRINK REQUIRED.ATER ^ Q LL 0 Z BALL VALVE �../ Lu zj z F zi z j z h SADDLE TEE -=_-=- CONNECT TO VALVE BOX WITH O O z U O w J I .3 O EYE BOLT AND WIRE TIE W hIF -e U ZI I- J T F- WaW LL WI O V w 3' W I O U 2 CUBIC YARDS MINIMUM V 1 w F - w 3' MINIMUM 21 u.l Q LL MINIMUM �I w Q or 2"WASHED DRAIN ROCK O T = 5 O LL Lu 5'MAXIMUM �i o co p 5'M�— AXIMUM i U)I o z BRASS STREET"L" + 6" MIN. Z Z) Z O ? wiz O w w I z O BRASS NIPPLE OD O J Oz J Oz O OD y) F- 1= 1 I- w 4" DIA THREADED I I- w LO < - 0 4" DIA THREADED 4" (MIN.) 6" MIN. z 4" MINIMUM 6" MIN. z g p W o W 1' FORD ANGLE BALL VALVE w w m CAP OR PLUG 1" FORD ANGLE BALL VALVE w w Z = co Z a CAP OR PLUG cn w STOP W/LOCK WING & IRON 2 Q Z Q O FINISH STOP W/LOCK WING & IRON 10) w a j PIPE THREADS BA11 444W-NL j a w L O o IL GRADE PIPE THREADS `¢ b FINISH Iwo BA11-444W-NL(OR EQUAL) I 101 a GRADE (OR EQUAL) i �n r� U W O = LLI 2" - "CLEARANCE 2"-6" CLEARANCE NOTES: W Z LLO I m - 4" DIA. PVC OR ABS 4" DIA. PVC OR ABS O INSTALL MAIN LINE DRAINS AS REQUIRED AT ALL LOW POINTS TO PROVIDE COMPLETED DRAINAGE WINTER PIPE VALVE BOX PIPE VALVE BOX SHUTDOWN OF IRRIGATION SYSTEM. I 1 O DRAIN PIPE AND FITTING SIZES SHALL USE BEST MANAGEMENT PRACTICES (BMP), PREFERRED SIZES INCLUDE 1-1/2"AND 2" DRAINS. NON- I NON- OTABLE 2 I OTABLE I OC ALL PRODUCTS AS LISTED OR APPROVED SUBSTITUTIONS. NON-POTABLE TAG � I NON-POTABLE TAG � /"STAND SE" PRESSURIZED IRRIGATION DRAIN VALVE '.O � � 1 STANDARD" co I 1" DIA. CLASS 250 REINFORCED E NOT TO SCALE CARBON SERIES i POLYETHYLENE SIDR FIBERGLASS o "STANDARD" 7 PIPE VALVE BOX •� M 1" DIA. CLASS 250 REINFORCED I POLYETHYLENE FIBERGLASS 1" BRONZE SIDR 7 PIPE VALVE BOX CURB STOP LOOP TRACER WIRE FROM MAIN LINE PPE I TO SERVICE BOX AND BACK ALONG ^, NOTCH 4" DIA PIPE BOX \N SERVICE LINE PIPE TO THE MAIN LINE PIPE w 1" BRONZE LOOP TRACER WIRE FROM MAIN LINE PIPE OVER PIPE WITH 1/2" MIN -�O CURB STOP TO SERVICE BOX AND BACK ALONG CLEARANCE FROM PIPE S P \OMP 1.5 TIMES MAIN LINE SIZE NOTCH 4" DIA PIPE BOX O�\N SERVICE LINE PIPE TO THE MAIN LINE PIPE �_ I PROVIDE LONG RADIUS BEND IN POLYETHYLENE MINIMUM (AWWA C-900 PVC) OCLEARANCEVER PIPE IFROM PIPTH 1/2H E S\O ��OMP\N BRASS RECOMMENDED �� PIPE WITHOUT KINKS OR DISTORTION 6PC� FITTING. PROVIDE LONG RADIUS BEND IN TAPPING SADDLE PRESSURE IRRIGATION POLYETHYLENE PIPE WITHOUT (ROMAC 101S OR i LINE (TYPICAL) DATE: 05-JANUARY-2020 KINKS OR DISTORTION EQUAL)TAP OFF BRASS NIPPLES TO BE USED FOR SECTIONS HORIZONTAL SCALE: AS NOTED THE TOP WHEN —__ SHORTER THAN 12". SECTIONS LONGER THAN 12" POSSIBLE. __ =7 --- - USE 1" DIA. CLASS 250 POLYETHYLENE SIDR 7 PIPE VERTICAL SCALE: AS NOTED DRAWN BY: C.A.ALITH USE 1" DIA. CLASS 250 POLYETHYLENE —1 = PROFILE SIDR 7 PIPE,ADAPT TO CURB STOP CHECKED BY: J.D.CANNING MAIN LINE FINDER j NOTES: FILE: TC05SCPS.DWG TAPE AND TRACER WIRE REQUIRED j " ALL CONNECTIONS SHALL BE MADE USING COMPRESSION BRASS GRIP ***ALL CONNECTIONS SHALL BE MADE USING COMPRESSION BRASS GRIP ,* O AREA FROM END OF SLEEVE SHALL BE PLUGGED NOT APPROVED FOR JOINT/PACK JOINT FITTINGS. NO HOSE CLAMPS WILL BE ALLOWED.*** ON MAIN LINE I JOINT/PACK JOINT FITTINGS. NO HOSE CLAMPS WILL BE ALLOWED.* WITH RAMNEK MASTIK OR EQUAL. SHEET NO.: STANDARD RESIDENTIAL 1 " SERVICE MAIN SIDE LONG SIDE STANDARD RESIDENTIAL 1 " SERVICE MAIN SIDE SHORT SIDE PIPE SLEEVE DETAIL CONSTRUCTION F NOT TO SCALE G NOT TO SCALE H NOT TO SCALE C3 • V ASPHALTIC PAVEMENT TANK RIM =2597.80 TANK RIM =2597.80 CATCH BASIN RIM 12" INVERT SUMP DEPTH 8-INCH PVC(ASTM 4-INCH PVC ■ o 3/4" MINUS CRUSHED AGGREGATE BASE " 1 A WEST 2597.54 2594.38 2592.38 5.16' D-3034, SDR-35) (ASTM D-2241) v c M � ANINgEskey ° TANK RIM=2600.72 TANK RIM=2600.72 A EAST 2597.54 2594.31 2592.31 5.23' a 00 04 COURSE (MIN. 95/o COMPACTED TO B NORTH 2597.54 2594.38 2592.38 5.16' = N v MODIFIED PROCTOR DENSITY) d c•> BASIN "A" B SOUTH 2597.54 2594.31 2592.31 5.23' o TANK LID =2596.55 2-INCH WATER � L 0 E C NORTH 2600.66 2597.35 2695.35 5.31' SERVICE y y N °v, L = C SOUTH 2600.46 2597.23 95.23 5.23 (TYPICAL) -TANK LID 2599.47 BASIN "C" 25 � TANK INVERT G� ��' U- � OUT=2593.50 TOP BED = 2594.33 CO12 c 4 . ..'. .. . . .. . . . ... . . .. . . . ... .................. . .` 5-FEET MINIMUM • 0 . . .. . .. . . . • . Note cJ� lwi �' � SEPARATION " •° . : �., � - TOP BED =2597.25 TANK INVERT AREA FROM END OF SLEEVE ° o 6 p INSTALL END CAP m TANK INVERT IN = 2594.30 OUT=2596.42 NON-PERFORATED SHALL BE PLUGGED WITH d tr 3 INSTALL PERFORATED PVC OR HDPE PIPE _ m •° PVC OR HDPE PIPE RAMNEK MASTIK OR EQUAL. �_ co TANK INVERT IN=2597.22 IN'. PIPE =2592.33 W rn c m z BOTTOM BAFFLE TOP BAFFLE p ' �` co 4-INCH SEWER a INV. PIPE=2595.25 w Cc v SERVICE (TYPICAL) " c> a = 2593.08 = 2593.58 2" WASHED DRAIN ROCK Q rn L- COMPACTED SUB-GRADE e - o N MINIMUM 95% COMPACTION _ BOTTOM BAFFLE TOP ,, q ' BOTTOM BED =2586.33 3 PIPE SLEEVE SECTION DETAIL TANK INVERT-2591.14 =2596.00 =2596.50 BOTTOM BED=2589.25 NOT TO SCALE MM o Lo o W U > CD 6" MINUS AGGREGATE SUB-BASE. MINIMUM 95% COMPACTION TANK INVERT=2594.06LO MAXIMUM PARTICLE SIZE OF MILLED ASPHALT SHALL BE 1-INCH. PROFILE VIEW ASTM C-33 SAND.:. NOTES: BOTTOM SAND =2584.83 LENGTH: BASIN "A"= 35.00'/ BASIN "B" =248.00'/BASIN "C"=246.00' ~-BOTTOM SAND =2587.75 18"ADS TYPICAL ASPHALTIC PAVEMENT REFER TO PLAN VIEW SHEET FOR MORE INFORMATION. "$ED�NIEM _ °' CATCH EXCAVATION FOR DRAINAGE BED MUST a TANKg N-12 OR BASIN . INTERNAL CROSS-SECTION @) ALL STORM DRAIN PIPING SHALL BE N-12 ADS OR APPROVED SUBSTITUTE. EXTEND AT LEAST ONE FOOT INTO SIDE EQUAL, OR ; , SIDE ') FREE DRAINING ACTIVE MATERIALS 18" PVC NOT TO SCALE O SEDIMENT TANKS TO BE CONSTRUCTED IN ACCORDANCE WITH ISPWC SD-624. GROUT ALL OD DESIGN INFILTRATION RATE IS 8 INCHES PER HOUR. ACHD STAFF MUST VERIFY INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. SIDES OF PIPE (TYP.) O SEASONAL HIGH GROUNDWATER WAS DETERMINED TO BE <2584 (±16.1') FROM A GEOTECHNICAL ENGINEERING EVALUATION REPORT NO. B191879g BY MTI DATED 18-NOVEMBER-2019. CONTRACTOR SHALL CATCH BASIN & SEDIMENT NOTIFY THE ENGINEER IMMEDIATELY IF BEDROCK OR GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. ��\GNpL 4/ DRAINAGE BED DETAIL � TANK CONNECTION DETAIL o p � NOT TO SCALE � 6 102" NOT TO SCALE o c 3" 96" 3" 29 L.F. 12-INCH ASTM D-3034, SDR35 PVC PIPE @ 0.22% 17" 62" 17" 2 L.F. 15-INCH ASTM D-3034, SDR35 PVC PIPE @ 0.22% �s� SlStcQ� ih 5 L.F. 18" NON-PERFORATED N-12 ADS PIPE @ 0.22/0 1� 226' TWO TO F INSTALL MONITORING WELL PER ISPWC SD-627 -I 1-INCH I I T M DIAMETER " T D HOLES I 18"CAP W W o° ° ° SPACED o o ° o _ �--ILu PO UTLET= °°°° °°°° EQUADISTANT o°o° °°°°°°p 1' BASIN "C"-DRAINAGE BED - PER ACHD SUPPLEMENTALS 1'00 Ith-=1 O PIPE n I I °°°°° n 29 L.F. 12-INCH ASTM D-3034, SDR35 PVC PIPE @ 0.22% STANDARD COVER O U CO O °°°° DUST PAN o°o°o �- 2 L.F. 15-INCH ASTM D-3034, SDR35 PVC PIPE @ 0.22% 1000 GALLON SEDIMENT TANK PER ISPWC SD-624 • �( p C'1 � Qp 5 LF 18" NON-PERFORATED N-12 ADS Q H Q }- -It HANGER STRAP W 283' . c O Q I- INSTALL MONITORING WELL PER ISPWC SD-627 M • O of Z O PLAN VIEW w a R 12 cD !� U z a 18" CAP (- ZO T �9 W Q BASIN "B" - DRAINAGE BED - PER ACHD SUPPLEMENTALS 1 n N Z STANDARD COVER U 0 O Q T/�1000 GALLON GALLON SEDIMENT TANK PER ISPWC SD-624 29 L.F. 12-INCH ASTM D-3034, SDR35 PVC PIPE @ 0.22% `/1 F W a NOTES: 2 L.F. 15-INCH ASTM D-3034, SDR35 PVC PIPE @ 0.22% Iz O jr (n LL O 22% Z � Z 18" NON-PERFORATED N-12 ADS PIP @ 0 L.F. . A SEE PLAN SHEETS FOR PIPE SIZES, ELEVATIONS AND LOCATIONS 5 LO Cy O 3:NOTES: 32' INSTALL MONITORING WELL PERFORATION DETAIL NOTES: CO F- 0 F_ OB 1000 GALLON SEDIMENT TANK SHALL BE DESIGNED TO SUPPORT AN HS-25 ER ISPWC SD-627 O I � U TRAFFIC LOAD. AO CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT A 3/8-INCH PERFORATIONS IN EACH VALLEY W c 3/8-INCH PERFORATION Z iD O � Z Z = OC SEDIMENT TANKS TO BE CONSTRUCTED IN ACCORDANCE WITH ISPWC SD-624. OF ELECTRONIC MARKERS TO BE INSTALLED AT THE CORNERS OF THE iv 45° 45° LOCATION (TYPICAL) OF CORRUGATED PIPE -5 EACH Q H Z Q BED DURING CONSTRUCTION AND PRIOR TO BACKFILLING. U) Z) O p O PERFORATED PIPE SHALL BE PERFORATED �� 00 O) U W OD ALL DIMENSIONS SHOWN ARE FOR REFERENCE PURPOSES. TANK SHALL BE Og PORTIONS OF GROUND WATER MONITORING WELL PIPES LYING IN DRAINAGE =11 - DRAINAGECAP 45° f45° 18" PVC CONSTRUCTED TO MANUFACTURERS SPECIFICATIONS. SAND MUST BE WRAPPED IN DRAINAGE GEOTEXTILE TYPE I PER ISPWC IN ACCORDANCE WITH THE ACHD BMP 04. O W W SECTION 2060. THE OBSERVATION WELLS SHALL EXTEND TO A MINIMUM OF /4� 1, SEE DETAIL 4 THIS SHEET. Z H LLA MAXIMUM OF 12-INCHES OF GRADE RINGS MAYBE USED. 1-FOOT BELOW THE BOTTOM OF THE SAND IN DRAINAGE BEDS. 1000 GALLON SEDIMENT TANK PER ISPWC D-624 m Z O STANDARD COVER DRAINAGE BED SCHEMATICS BASIN "A"- DRAINAGE BED- 1800 J PER ACHD SUPPLEMENTALS NOT TO SCALE MANHOLE FRAME AND SOLID COVER PER ISPWC DWG. NO. SD-617 ADD A GRADE RINGS AS NEEDED (MAXIMUM A 17i ) (� ) 12-INCHES) 18" MIN. MMAINTAIN 6"OF DRAIN ROCK V 5 Y4" OVER TOP OF OF PIPE 0.5' I'v PERFORATED PVC r^ 3" 1_24"--i OR HDPE PIPE J, DRAINAGE BED IS WASHED 2" DRAIN ROCK. INSTALL WOVEN GEOTEXTILE M 12 FABRIC OVER TOP OF DRAINAGE M BED. INSTALL NON-WOVEN OUTLET T INLET GEOTEXTILE FABRIC ON SIDES WITH 1-FOOT OVERLAP AT TOP OF KOUTLET SIDE LSIDE DRAINAGE BED PER ACHD BMP-20 pjpE AND SECTION 8200. M DATE: 05JANUARY-2020 BASIN "A"=12' HORIZONTAL SCALE: AS NOTED BASIN "B"=6' BASIN "C"=6' VERTICAL SCALE: AS NOTED �,.� DRAWN BY: C.A.AUTH 3" T. CHECKED BY: J.D.CANNING 3" 60" 33" 3" FILE: TC05SCPS.DWG 96" T MIN. SEASONAL HIGH GROUNDWATER IS THAN 16-FET FROM SECTION VIEW GROUNDSURFACE R ELEVATION= <2584 NOT APPROVED FOR SHEET NO.: 6 SEDIMENT TANK CONNECTION DETAIL 7 DRAINAGE BED - SECTION CONSTRUCTION PER ACHD SD-625 NOT TO SCALE NOT TO SCALE • O VICINITY MAP NOT TO SCALE STREET LIGHT NOTES LEGEND v r- co C M to r_ � N f6 d, § , ; r 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, THE 0-0 NEW STREET LIGHT -TYPE 1 D CITY OF MERIDIAN DESIGN MANUAL, AND THE NATIONAL ELECTRIC CODE. w� o 8 _ ca � NEW STREET LIGHT-TYPE 2 H ° N E2 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ L o m a) TO OPEN A PERMIT AND REQUEST INSPECTIONS. EXISTING STREET LIGHT > o0p w a 5 ` 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL,AND FOR THE POLE AND ASSOCIATED WIRING. c in 933 _ 3 € Psm#20®a9M#i NORTH 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN, FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. = 0 `6 a� 00 3 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR rn E m n Cl s- SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. W c c h w cc It 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208)898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. _c y o r 7. ALL STREET LIGHTS SHALL BE PER THE APPROVED LED FIXTURE LIST FOR STREET LIGHTING FOR 44'OR LESS(LOCAL), LOW PEDESTRIAN LEVEL. 0 M u t s Lo PROJECT LOCATION m ; EAST COMMANDER STREET EAST COMMANDER 31 STREET I I , 9 A 21 I ydl O EXISTING STREET LIGHT EXISTING STREET LIGHT v SS� Q� I IRRIVMI IVIV nvvr�ur / �QS� DETAIL BELOW tx EXISTING EAST NON-STANDARD DUNWOODY RESERVE SUBDIVISION N0.2 RESERVE SUBDIVISION I RESERVE SUBDIVISION STREET LIGHTS COURT wW W ` 350 L.F.3-INCH PRESSURE _-- - - ¢ ~ 0 142 L.F.3-INCH PRESSURE 689 L.F.3-INCH PRESSURE - . r � 0_ O D 79 L.F.3-INCH PRESSURE 220+ '/" I O (n = Q BLOCK 134 al o w 0 2 BLOCK BLOCK t BLOCK I w z w z 2 2 ZI II 1 ry ✓P • � 0OZO 11 10 O O O O O O O O ? { a1 20 19 18 17 H w Er o SO F- �� w OQ 0Z 14 INSTALL TYPE 2 INSTALL TYPE 2 LED STREET LIGHT 1 z 2x1 O O Z LED STREET LIGHT I W' = INSTALL TYPE 1 T/'� 2 Q 12 NO. NO ; , tr LED STREET LIGHT 3 i NO. w.,<ar l4 LL 00 _ — _ _ — _ _ _ _ _ U i I�e Lo U _ _ — _ _ _ — O — — m EAST AZAN STREET EAST AZAN STREET z : 0 p 0J z r € ;' w i,'' U W M Z d � Z +` tl +. +N! z LOD o W Y INSTALL TYPE 2 (9 W LED STREET LIGHT INSTALL TYPE 2�, i I Z INSTALL TYPE 2 LED STREET LIGHT NO NO. LED STREET LIGHT 220 i W Z LL _ m Z O BLOCK 1,5, i 3� s�, O O 3O 4O T5 6O T7 T8 T9 10 11 12 13 14 15 tl `' a / ;' BLOCK BLOCK BLOCK n � I I 1 1 1 { INSTALL TYPE 1 A"j BLOCK 17 LED STREET LIGHT 2 ; � � � # *a NO. 109 L.F.3-INCH PRESSURE�}f a 1079 L.F.3-INCH PRESSURE a79 LF.3-INCH PRESSURE yU) W a MPDgVYtN gUBD\�\S\ON Oz W Q ----� �� N s05 IN/ Sue N\S\ON r ODE MPDE\.YN 330'± V1 EXISTING STREET LIGHT EASTSEGUNDO STREET DATE: 05,IANUARY-2020 'zr_'X O EAST TUTTLE STREET EXISTING STREET LIGHT VERTICAL SCALE: AS NOTED I HORIZONTAL SCALE: AS NOTED DRAWN BY: K.M.KETTELLE CHECKED BY: J.D.CANNING NORTH FILE: TC05SCPS.DWG 0 50 100 SCALE: 1-INCH = 50-FEET NOT APPROVED FOR SHEET NO.: CONSTRUCTION C5 . 0