Loading...
CC - Construction Plans GENERAL CONSTRUCTION NOTES SHEET INDEX DIGLINE SEWER SHEETS KEY MAP SCALE: 1 -INCH = 150-FEET Lo / G M L 00 c W c� 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), SHEET G1.0 TITLE PAGE 50 SOUTH COLE ROAD r+ - _ _ a c6 THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS AND / OR THE REQUIREMENTS OF THE SHEET C1.0 FINAL PLAT PAGE 1 OF 2 i r + + 7 ■.xs r °D E BOISE, IDAHO 83709 °v ADA COUNTY HIGHWAY DISTRICT(ACHD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. SHEET C1.1 FINAL PLAT PAGE 2 OF 2 ti H f6 co, N SHEET C1.2 SITE TOPOGRAPHY 1-800-342-1585 + in °, ai m d 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 rt - I d N LL a) DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE SHEET C3.0 SITE IMPROVEMENTS-WEST (208) 342-1585 i + I+ + A " M m GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. SHEET C3 1 SITE IMPROVEMENTS- EAST It +. - I = yco SHEETC3.2 STORM DRAINAGE >��% I+ -I ■m N a 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. SHEET C3.3 SITE IRRIGATION PLAN �� �+ SHEETC3.4 SITE IRRIGATION DETAILS OWNER / CONTACT ?' !/ �� I + I -_ � -_ _-.- NORTH lm� o NIX ' 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL AT A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. SHEET C4A SANITARY SEWER AND WATER / f 1+ + + ) fl / / / SHEET C4.1 SANITARY SEWER AND WATER / �� + d + r - - -I W �' �,� c TODD CAMPBELL %^ / / L- - - t 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 SHEET C4.2 SANITARY SEWER AND WATER TODD CAMPBELL CONSTRUCTION; INC. % �� i _ U I I- - _ - I w LL c) b PROJECT WITHOUT TWENTY FOUR(24) HOUR PRIOR NOTICE. SHEET C4.3 SANITARY SEWER AND WATER 2560 NORTH STOKESBERRY PLACE + L + rtl _ o SHEETC4.4 SANITARY SEWER AND WATER MERIDIAN, IDAHO 83646 a 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER SHEET C4.5 SANITARY SEWER AND WATER (208)941 8607 �/I ;' , /a t+ - M ---! N °' VALVES. SHEETC5.0 STREETIMPROVEMENTS TDDCAMPBELL@GMAIL.COM �� ' �' I I__ _ -� _ - ----'-'� M o 0 0 SHEET C5.1 STREET IMPROVEMENTS JOSEPH D. CANNING, P.E. r i+' U x, 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 SHEET C5.2 STREET IMPROVEMENTS B&A ENGINEERS, INC. �� / AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION SHEET C5.3 STREET IMPROVEMENTS 5505 W. FRANKLIN ROAD �`, . ' p j '' LL ' J� REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. SHEET C5.4 MCMILLAN STREET SECTIONS BOISE, ID 83705 SHEET C6.0 CONSTRUCTION DETAILS (208)343-3381 . �� ✓irillUC4.3L� 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE SHEET C7.0 STREET LIGHTING JDCANNING@BAENGINEERS.COM G - C4.1 BASE; (C)PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. �' / - t / )_ 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION �( / SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN LEGEND ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. �' U 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. PARCEL BOUNDARY • 1/2"PIN 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE LOT LINE Qp 5/8"PIN MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY -1 ° EXISTING FENCE ® FOUND HUB -- ENGINEER. - -- - EXISTING RIGHT-OF-WAY TYPE 1 INLET CATCH BASIN t gy - ROAD CENTERLINE ® INSTALL STORM DRAINAGE MANHOLE H6 'tiy EXISTING GPAVITYIRRIGATION ® INSTALL MONITORING WELL GRADING SHEETS KEY MAP SCALE: 1 -INCH = 150-FEET ` `.0°°' SEWER LINE NOTES EXISTING WATER LINE cd EXISTING POWER POLE NEW WATER LINE O TELEPHONE JUNCTION BOX Y -- 7 7 -- -- -- -- ----��\ -- -- � � � gtP� Q� 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 -�-�-�- EXISTING SANITARY SEWER LINE M ELECTRICAL BOX YY/ SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. -®- NEW SANITARY SEWER LINE (b NEW FIRE HYDRANT / 2. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE -" -" - NEW PRESSURE IRRIGATION PIPE O EXISTING HOSE BIB i 5.3T 5.3137 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 -. - EXISTING TELEPHONE FIBER N EXISTING WATER VALVE -- CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND _ - EXISTING NATURAL GAS LINE M NEW WATER VALVE SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). I � _ __L I _ / 4-4-1 I _ _ - _ __ ___ F- O Z Q - - EXISTING BURIED POWER LINE D 4 DUAL WATER METER I / I + i i _--_� NORTH p z O E 3. 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 I + + z i= Lu WATER METER I / i I C7 O U w (LE., DRAINAGE BEDS, DRAINAGE SWALES). NEW SIDEWALK if - i i t - r__ -_y z - w g EXISTING SANITARY SEWER MANHOLE I / / I I + II _ I _ _ � 4. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE 3 FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND USE CLASS 200 WATER BUILDING FOOTPRINT i / , f / N - 00 - + i I - _ I r� C0 o p O O ® NEW SANITARY SEWER MANHOLE V / t i r...-- -_? o m PRESSURE PIPE, ASTM D-2241, SDR-21, INCLUDING SERVICE LINES AND FITTINGS. NEW ASPHALTIC PAVEMENT �{j L - - O a 5 w i I i I-- --T--. ..:...I $ INSTALL SANITARY SEWER CLEANOUT I I I, 1 Ow O NEW CONCRETE VALLEY GUTTER L KEYNOTE-AS NOTED CD ' ` LO I z O a z O INSTALL TERMINUS BARRICADE I HX I I I I I_ �_ I F----------- g 0 5 Q 5. EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. NEW 3-FOOT WIDE SHOULDER L /,' I I t- - - -I I •r■■1 � U) NwO POTABLE WATERLINE NOTES / / , , + +} L - - � PROJECT BENCHMARK NAVD 1988 DATUM . ' r N O Q O +; i L w O m Z 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 / ` / = z � z AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. P PBM#1: FOUND ALUMINUM CAP LOCATED 33.00 FEET NORTH OF THE NORTHWEST I / / f + 5.08 . ,I` - - - 5.1T *Poo O F Q O rF CORNER OF THE PROJECT IN THE CENTER OF EAST MCMILLAN STREET, BEING THE ; / { ? ' � O LL LL W Q 2. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6) FEET. WHERE % z O O p NORTH QUARTER CORNER OF SECTION31. ELEVATION = 2599.21 / r / % j n! ¢ 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 pBM#2 pBM#2: FOUND BRASS CAP LOCATED N89°49'S4"E 2632.46 FEET FROM PBM#1 AT THE / ,I �� L i LO •� M O ¢ Z CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND i / j / I +; ✓�' 0 P _ SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). V INTERSECTION OF NORTH LOCUST GROVE ROAD AND EAST MCMILLAN STREET, BEING - i 0 _ THE NORTHEAST SECTION CORNER OF SECTION 31. ELEVATION =2607.87 -- -- '- - - 11 e1' _ J �� A o a 12 _ 3. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. a O ix DRAINAGE BEDS, DRAINAGE SWALES). 00 Z w Z � a = � 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER VICINITY MAP SCALE: 1 -INCH = 400-FEET REVISIONS p " ~xzCL T SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. w CD w Q0 ¢ z 5. EXISTING WELLS MUST BE ABANDONED FROM DOMESTIC USE IN ACCORDANCE WITH IDAHO DEPARTMENT OF WATER RESOURCE (IDWR) REQUIREMENTS, WITH \." »'=f O O x0 m � �_4-�f S ._ his SS1 ( j�`+"r y"" r. f �1 VERIFICATION OF DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. CONTACT IDWR IF WELL ABANDONMENT IS REQUIRED. WELLS MAY BE USED FOR y } p F IRRIGATION PURPOSES. �5 . 4 of 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI / NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC r` fpe u DRINKING WATER SYSTEMS(IDAPA 58.01.08). .r 7. WATERLINE MAINS SHALL HAVE AT LEAST FOUR(4)FEET OF COVER. I d rPq ROADWAY CONSTRUCTION NOTES DinnI LL 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT LEAST I ` TWENTY-FOUR(24) HOURS PRIOR TO ANY CONSTRUCTION. BM#1 aI aBMm _. T 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. DRAINAGE NOTES 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY,ACHD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT NORTH 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. DATE: 22SEPTEMBER-2019 s - -- r :; `� � '�=- "-`-"`�"�"'• HORIZONTAL SCALE: AS NOTED �' # ,. , ija 1 t 4z EROSION CONTROL - STORM WATER POLLUTION PREVENTION NOTE . VERTICAL SCALE: AS NOTED ' I � "� �' PROJECT _. DRAWN BY: C.A.AUTH LOCATION ° „ a _- 1. PRIOR TO CONSTRUCTION CONTRACTOR(S) SHALL BE RESPONSIBLE TO VERIFY THAT A NOTICE OF INTENT TO CONSTRUCT (NOq HAS BEEN FILED AND ACCEPTED BY CHECKED Br. J.D.CANNING 4 THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR COMPLYING WITH THE STORM WATER POLLUTION PREVENTION FILE: TC04SCPS.DWG PLAN (SWPPP). I I - t ■ S H ET NO� x 0LON V C M Lo Lo CC 00 N M V 000010- m •.as@oo H N LN O X n T N a3 y 4) .0U_ C > O j m O i Cn ca d Legend silverSprings Subdivision No . I �C 0 c C C cc") Q PARCEL BOUNDARY FOUND ALUMINUM OR BRASS CAP SEE SHEET w W M,4 � LOT LINE LOCATED AT 805, 905, 1035 AND 1157 EAST MCMILLAN ROAD, BEING LOTS 1 THROUGH 3 AND A PORTION OF 0 50 100 z w ca ,t SET 1/2"X24"IRON PIN WITH PLASTIC � r> • LOT 4 OF CRESTWOOD SUBDIVISION NO. 1, SITUATE IN THE NORTH HALF OF THE NORTHEAST QUARTER OF 2 OF 3 FOR Q m LL - a EXISTING RIGHT-OF-WAY CAP LABELED"B&A LS 4116" SECTION 31, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO / U N o — - — ROAD CENTERLINE SET 5l8X24" IRON PIN WITH PLASTIC CURVE E TABLE SCALE: 1-INCH =50-FEET Y N �-) 2019 c.�� NORTH w ai MEREMERM 5-FOOT WIDE LANDSCAPE STRIP CAP LABELED"BSA LS 4116" M o LO o 0 W U Lo > 25 30 30 EAST MCMILLAN ROAD _ _ N89050'21"E-2,410.66' _ - - - - - - - - - -BASIS OF BEARING — - -- - — _ _ NORTHWEST SECTION CORNER NORTH QUARTER CORNER T-4-N/ R-1-E -SECTION 31 T-4-N I R-1-E-SECTION 31 31 36 3 S00014'16"W 4.00'OF LAND TO BE DEDICATED TO THE PUBLIC FOUND 3-INCH BRASS CAP FOUND ALUMINUM CAP -33 pp FOR EAST MCMILLAN STREET RIGHT-OF-WAY S89°49'54"W - 1,021.20' CP&F NO. 100075492 CP&F NO. 2014096192 o _ Notes 4.00° 25' LANDSCAPE BUFFER S89°49'54"W-454.79' S45°00'19"E S44°59'41°'W 1V o 11,675 S.F. 29.61' -29.79' 25' LANDSCAPE BUFFER O N89°49'54"E-475.82' 4.01' I 3.99` 1. UNLESS DIMENSIONED OTHERWISE,A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, 198.37' 132.00, 145AV 138.93' PROPERTY DRAINAGE, AND IRRIGATION EASEMENTl5 HEREBY DESIGNATED ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY AND A FIVE (5) FOOT WIDE IRRIGATION, ® o PUBLIC UTILITIES AND PROPERTY DRAINAGE EASEMENT IS HEREBY DESIGNATED ALONG C> 14' ® Tt O EACH SIDE OF INTERIOR LOT LINES. O _ �`—/ qj o C 2. ANY RE-SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY SOCK 12 ce)ce "rs 10 335 S.F. 6 L``'n 13,749 S.F. I U 15.20' O 0 p'y26 APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. us 12,6 W cfl 15,981 S.F. 6 r ® cr N89°49'09"E-143.11' -' I cv 3. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22 4503, RIGHT TO FARM ACT, a n - N89049'0 WHICH STATES: "NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION N89°49'09" -260.04" "' d " ® , STP� Q� THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED 13 ® 1p7,pp° 153.04' ( css N O pSF CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT c0 0 8.63° — M o o / � HAS BEEN IN OPERATION FOR MORE THAN ONE (1)YEAR, WHEN THE OPERATION, FACILITY o U I U ntr Cl) OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE L" 42,733 S.F. � 10,941 S.F. o PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE ® 11 IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL r 04 � I 8,& FACILITY OR EXPANSION THEREOF." r� N89°49'09"E- 149.43' 0i �, 8,774 S.F. O Cl) H C) z0 4. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF o 04 I z 9 g 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. S36°42'S0"W as m I O ti N89049' 0 O w w N89°49'd9"E- 107.Od' 62.71` _ 19,254 S.F. m b ® JJ ? 0_ U 2 6 ^ w > LL 5. IRRIGATION WATER HAS BEEN PROVIDED BY THE SETTLERS IRRIGATION DISTRICT IN 2.41` m`c' o �s ® m o O O COMPLIANCE WITH IDAHO CODE 31-3805(1)(b).ALL LOTS WITHIN THIS SUBDIVISION SHALL S53010'08"E m 17,057 S.F. n con r^ • �m w � BE ENTITLED TO IRRIGATION WATER RIGHTS AND THE LOT OWNERS WILL BE OBLIGATED 31.32' �ry��� 10 b Ib n vl ¢ w w 1=Ocn � U FOR ASSESSMENTS FROM THE SETTLERS IRRIGATION DISTRICT. N89049'09"E-73.27' N89049'09"E- 155.96 om O K o w cy� n r N89°49'09"E- 149AT z O < z¢ 6. THE DEVELOPMENT OF THIS PROPERTY SHALL BE IN COMPLIANCE WITH H-2019-0058. O C8 U�7 9,387 S.F. ® l0 8,61 g O a 14 COMMON O� ® un o ? N89°49° •r�1 rn m w O 7. ALL REFERENCES TO HOMEOWNERS ASSOCIATION HEREON ARE TO THE SILVER SPRINGS z ® AREA m ® `n 0 Io ^o O w M z¢ SUBDIVISION HOMEOWNERS'ASSOCIATION AND THE OWNERS OF THE LOTS, WITHIN SAID p 5 080 S.F. cy N89049'09"E- 141.16' N N /'� F U H W o SUBDIVISION, JOINTLY. nm O M n I�J'M O ¢ O O p > 0 9 ® N = 0 11,057 S.F. •� <t z 0° Z 8. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE REGULATIONS IN ca UJ N89°49'09"E-88.39' R53.00' O ® � r o ( o n o w u~i EFFECT AT THE TIME OF THE RESUBDIVISION. LU �i o m r� •� w OU m O n 15,960 S.F. C a I o N89°49'09"E- 149.43' rj•� o LL LL z az gl® U 10,347 S.F. Vp K z u> 9,61 ^^ll z O O ' o¢ 9. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH w Nff n 6 >¢ m �i/ •� z LL (ui D ¢ AUTHORITY. m o ® 15 0l olr C7 163. 0' N89°49'09" -319.85, 155.95' "� 89` o _ ¢ w 0 ct �+ 85.92` 72.d0' 72.00' 89.92' x I 32.50' r�l � 0 _ 10. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER m Z c}i i� C6 rc •►� n o Q SYSTEM APPROVED IN THE SANITARY RESTRICTION RELEASE. O 9,032 S.F. � o =I r�1 ^ o' O w ,6 1- _ � o n ® ® ® c� KZ ® opzQ 11. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN N ± CO = o r ® ® o y I �pG z w z COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN OR FI®� o 0 6 COMMON I �/� � ¢ = v N89°49'09"E - 117.58' r L6 W U)L6 a P AREA r V 1 ¢ C° ~ a_ �.. ° M O U) AS AMENDED BY APPLICATION AND APPROVED BY THE CITY OF MERIDIAN. zl O O7 O O r o O w 0> z w (D fn 12. NO EASEMENT SHALL PRECLUDE THE CONSTRUCTION AND MAINTENANCE OF N 47.Od' n r r, I ~¢ =O ¢ ® 9,826 S.F. ® 8,496 S.F. 0 8,496 S.F. 0 10,395 S.F. 47,pp° 24,723 S.F. w o U 0 O HARD-SURFACED DRIVEWAYS, LANDSCAPING, PARKING, COVERED PARKING, OR OTHER o 16 0 o I z O SUCH IMPROVEMENTS. rn o _ o U U m m U 13. LOTS 1, 14 AND 25, BLOCK 1, AND LOTS 1 AND 6, BLOCK 2 ARE COMMON LOTS TO BE USED 9,281 S.F. U \ ado I "90 ~¢ FOR OPEN SPACE WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS' C, 36.41° 72.40' 72.d0' 69.15' °� o�u'- 16d.69' � ASSOCIATION AND CANNOT BE DEVELOPED FOR RESIDENTIAL PURPOSE IN THE FUTURE. b� r' N89°49'09°'E-242.20'N89°49'09"E- 131 A6 ` N89° 9'09"E -249.57' S SAID LOTS 1 AND 25, BLOCK 1 AND LOT 1, BLOCK 2 ARE SUBJECT TO A BLANKET, e', NON-EXCLUSIVE AND PUBLIC UTILITIES EASEMENT. V Cas \ - — - - - _ 293.69` _ — _ o _ Io 331.30' _ 14. A 10-FOOT WIDE PERMANENT NON-INCLUSIVE PUBLIC UTILITIES EASEMENT IS HEREBY o �� C�9 EAST TERRITORY STREET N89049'09"E - 1145.51' RESERVED ADJACENT TO THE EAST MCMILLAN ROAD RIGHT-OF-WAY. I N89049'09" -763.79' 1 "1 1� /�� 15, A PORTION OF LOTS 1 AND 25, BLOCK 1 AND A PORTION OF LOT 6, BLOCK 2 ARE SERVIENT TO 9,396 S.F. C21 47.53' 74.00' 74.00' 74.00' 74.00' 40.00' 79.00' 79.00' O Fit AND CONTAINS THE ACHD STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT, N89049'09"E-92.15' a� RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ��6 N 6LOG�1 ao oa of �' pR co 00 ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE r "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM • V J ARE DEDICATED TO ACHD PURSUANT TO SECTION §40-2302IDAHO CODE. THE MASTER ® 18 19 ® 20 R 21 22 23 24 r 25 26 27 (� EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE r r SYSTEM. d b o 12,097 S.F. 0 8,631 S.F. 8,776 S.F. 8,743 S.F. 8,742 S.F. 8,741 S.F. 8,740 S.F. 0 4,724 0 9,328 S.F. 9,327 S S.F. ollB & A Engineers, Inc. 114.50' 76.00' 74.Od' 74Ad' 74.d0' 74.00' 74.00' 40.00' 79.00' 79.00' Consulting Engineers, Surveyors & Planners � S89°48'2 "W - 987.71' 5505 West Franklin Road Boise, Idaho 83705 DATE: 22SEPTEMBER-2019 3.3381 Fax: Voice: 2 08. b4 hftp:/Iwww.baengineers.com 342.5792 PROSPECT ELEMENTARY SCHOOL NPv P�S �kA HORIZONTAL SCALE: AS NOTED SVgO VERTICAL SCALE: AS NOTED DRAWN BY: C.A.ALITH CHECKED BY: J.D.CANNING FILE: TC04SCPS.DWG SHEET NO.: C1 . 0 ul U0 N V C Co Lz CC 00 N i� OS -t 20001 a- (h CU N W 'a N hoo " >. N N 0)a) N u_ C > O O) W � m C C N Silver Springs Subdivision No 1 C�0 50 100 _ EEccooa W a acot z_ i LOCATED AT 805, 905, 1035 AND 1157 EAST MCMILLAN ROAD, BEING LOTS 1 THROUGH 3 AND A PORTION OF w m M -� LOT 4 OF CRESTWOOD SUBDIVISION NO. 1, SITUATE IN THE NORTH HALF OF THE NORTHEAST QUARTER OF Q rn L d = SCALE: 1-INCH =50-FEET C w 00 U SECTION 31, TOWNSHIP 4 NORTH, RANGE 1 EAST, BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY, IDAHO - 0 N NORTH 2019 NORTHEAST SECTION CORNER t T-4-N - R-1-E-SECTION 31 M 0 Lo 'o FOUND 3-INCH BRASS CAP W U to > EAST �+�A /� ROAD CP&F NO. 111098263 29 El" S M\, M�LLAN ROA� BASIS OF BEARING S89°49'54"W-2,632.46'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >30 4.00'OF LAND TO BE DEDICATED TO THE PUBLIC Legend 31 32 FOR EAST MCMILLAN STREET RIGHT-OF-WAY L7 • Curve Table Curve Table S89049'54"W-456.41' 4.00' -b PARCEL BOUNDARY 25' LANDSCAPE BUFFER O 11,715 S.F. N Curve# Length Radius Delta Chord C. Bearing Curve# Length Radius Delta Chord C. Bearing LOT LINE N89049'54"E-477 41' 123.09' 215A0' C1 118.27' 75.00' 90021'08 106.39' S45000'17"E C18 20.49' 98.50' 11°54'58" 20.45' S36°27'29"E - EXISTING RIGHT-OF-WAY ROAD CENTERLINE C2 18.66' 107.00' 905940" 18.64' N04049'33"W C19 25.07' 98.50' 14034'53" 25.00' S49042'24"E co MEMM 2 5-FOOT WIDE LANDSCAPE STRIP ® b Oct-$L C3 16.22' 93.00' 9059'40" 16.20' N04°49'33"W C20 30.27' 98.50' 17036'26" 30.15' S65048'04"E n 4 " 11 � � FOUND ALUMINUM OR BRASS CAP 9y n co r C4 81.21' 51.50' 90021'08" 73.06' S45000'17"E C21 26.78' 98.50' 15°34'34" 26.70' S82023'34"E ® � SET 1/2"X24" IRON PIN WITH PLASTIC P �2� 12 692 S.F. o C5 23.23' 26.00' 51012'06" 22.47' S25046'20"W C22 23.23' 26.00' 51012'06" 22.47' S25°46'20"VV CAP LABELED "B&A LS 4116" Uj > i 3.11' ' N89°49'09"E-5.00' ® SET 5/8X24" IRON PIN WITH PLASTIC ry o N89049'09"E - 103.09' C6 11.04' 26,00' 24°19'56" 10.96' S12020'15"W C23 261.23' 53.00' 282024'11" 66,42' N89°49'43"W ct0 c� 12 r- CAP LABELED "B&A LS 4116" S00010'17"W S(P� Q� 54 28' O C7 12.19' 26.00' 2605210" 12.08' S37056'18"W C24 21.03' 53.00' 22043'57" 20.89' N40000'24"E OSk C:) ® 10 0 � 35,405 S.F. C8 261.23' 53.00' 282-24'11" 66.42' S89°4943"E C25 94.88' 53.00' 102033'55" 82.71` N22038'32'W ' Lo ~ S32047°56"E co C) M C9 69.24' 53.00' 74051'00" 64.42' N13°56'53"E C26 30.00' 53.00' 32026'01" 29.60' S89051'30"W C 8,645 S.F. 21.14' to )AT of c,y w C10 15.23' 53.00' 16028'07" 15.18' N31042'41"W C27 25.27' 53.00' 27°18'58" 25.03' S59°59'00"W K M Z t° U r U C11 25.24' 53.00' 27017'01" 25.00' N53°35'16"W C28 69.94' 53.00' 75036'25" 64.97' S08031'19'W 0 Z p o 21' C26 N89049'09"E - 165.14' o Z r N89°49'09"f - 112.57' G2� C23 S16°04'31"W ° U C12 70.25' 53.00' 75056'22" 65.22' S74048'03"W C29 20.12' 53.00' 21044'55" 20.00' S4000971"E 00 w w CDZ ' Z5 oO 16.71' S32047'56"E E 1.64' U) m C13 40.49' 53.00' 43046'27" 39.51' S14056'38"W C30 23.23' 26.00' 51012'06" 22.47' N25°25-46"W �� m o O O cC)rJ O 13 ® o C14 40.78' 53.00' 44°05'13" 39.78' S28°59'12"E C31 13.24' 23.00' 32°58'13" 13_05' S16°18'50"E L 0 U) w U co )AT � U Qo J C15 23.23' 26.00' 51012'06" 22.47' N25025'46"W C32 27.62' 48.00' 32058'13 27.24' S16018'50"E � O Z O < Q 8,666 S.F. R53.00' I 1Q547 S.F. g O a p C16 1 155.33' 1 98.50' 90021'08" 139.73' N45000'17"W C33 16.02' 93.00' 9052'07" 16.00' S05006'21"W n d 3: ,- - N89049'09"E- 112.23' I N89049'09"E- 133.52' op" U w ¢ Lu _ C17 52.73' 98.5V 30°40'17" 52.10' S15°09'52"E C34 18.4& 107.00' 9052-07" 18.41' S05°O6`21"W rL^l g u W ¢ 7 ( C.) CIO (a LL Ham ❑ o 0 ® Og w® I v� 14 �, r^ 0PRO W t zz _z o I VJ V1 � 0 = Q0 n w � •PMO � � ~ WU 3.43 9,660 S.F. M 51 0 11,289 S.F. z O O ¢ � ZJU ¢ 00 v _ co LOT 4, BLOCK 1, CRESTWOOD NO. 1 ¢ W ❑ Cl)M ° M =I� M N89°49'09"E- 5ss1' N89°49'0 "E - 175.40' �-y c o _ z N89 49'09"E - 134.88' v 32.50' 102:38' uy i I 92.09 64.61' 74.00' 92.00' • S00°10'17"W - 25.38' $ _ 9.39' N 9°49'09"E 165.00' (/1 ° a o -`�-' OGKZ o 0 0 3.50' 23.50' 118.00, o ❑ z O OMMON co r o_I® r $� co co 47.00' K2 f/'\ H a S v V j AREA O o 0 ® � 15 � 16 � 17 �� 18 � CnC) CDw Ir ® � gypG 29 w = ZT � r r ¢ O arAO � � Q m Qz w o 11,863 S.F. 10,633 S.F. ® 8,732 S.F. ® 8,732 S.F. ® 10 638 S.F. o rc [L ° o c U 7 O z r 47.00' - r =v, w 10 706 S.F. O = o � � o � o,� � Reference Documents v w I w m cn o 3 ® ?+ Q g ��� �I5��> 0� _ (° ys 2�� SUBDIVISION PLATS: ap, A° r z �0.69' 81 51' °0� ( a7j 70.87' 74.00' 74.00' 71.13' I� may° N89°49'09"E-96.8T ❑CD CRESTWOOD NO. 1 COBRE BASIN NO. 1 N89049'09"E-242.20' I N89049'09 E -290.01' w K O HAVASU GREENS NO. 2 HAVASU GREENS NO. 3 ' _ _ ® _ 183.72` _ _ _ _ _ 195.29' _ 941.50' b N M HAVASU GREENS NO.4 SAGUARO CANYON NO. 1 331.30' - - _ _ _ _ -o- - - ^j- o EAST TERRITORY STREET o n LARKWOOD TUSTIN NO. N89°49'09'E- 1145.51 Lo m = U RECORDS OF SURVEY: j�� N89°49' 9'E-292.57' N O 79.00° 79.00' 79.00' 79.00° 64.25' j�. 3 I doggy 63.78' 74A0` 74.00' 81.11' p U 3708 5635 6026 0 6768 7366 7470 Fil co 00 $�OGK �_ Cl? z $� r O W r r 0 (0 r zo 26 27 28 29 30 = I O O O O O z r ® z m o n t28 S.F. 9,327 S.F. w 9,325 S.F. C 9,324 S.F. w 9,722 S.F. o 9,593 S.F. 0 8,710 S.F. 8,700 S.F. 9,489 S.F. 50.00'12.83' (n 79.00' 79.00' 79.00' 79.00' 71.21' 25.00 0 25.00' 83.00' 74.00' 74.00' 80.79' B & A Engineers, Inc■ 89°43'2A" - 37r6-3' Consulting Engineers, Surveyors & Planners 5505 West anklin NPVPSSONN•3 vPSUGN�Np,2 Voice: 208 3r43.3381oad Boise, Idaho 208.342.5792 HORIZONTAL SCALE: sEPTEASNOTEo S J$Q�� % O,v�S�0 Web: http://www.baengineers.com sv$ VERTICAL SCALE: AS NOTED DRAWN BY: C.A AUTH CHECKED BY: J.D.CANNING FILE: TC04SCPS.DWG SHEET NO.: C 1 0 1 W Lf) N S3Ta� �.a'' TT{{T� Y�E�sTT _____ _ M M —..®_--_ee_— -- _� --- — — ------- --- --- ------ �. �. ���' =e _ Lee+e_---e—ems a �e—e— �e eeee_e-eee a 00 N --- o wee--- —ee�e—eeee—e—ee---eeee —e — e�. e. -------------tee�.—.�-- --ey---- q_e--eeeee_eeeeeeeea.��%r-enese�e...eM -------- — —--'--- —� -- d c+) _= —y -- +e--------------------- — ------ ®— ------------�— -- ------'•'— "r—a---a .4T�®�•�=va—� �.— —aP—anJ --r—�• ao—vs— w—s4S ^•Rn'�'®�—•T=�"—Em—.�r=� �4C=�6n— wO�S L 0 U 04 No 0 / �s _— _„+• ---�c �u.z �i'�.ee--�w_—_. --� ` —�rsos�.----—1 i�_.�M "� _E@ a) Nly I or—r _e. s -sale Lm 17 c at `' —� — - - - —. ! • �•.. —e_--_ _ _�—�e�— S — _ - - - - _ - - Ft— _ ` — — — — , -- 1 a �' ---- +---- 1 -----0ca 1 C zz co l00 L C7 N C o • y ! i —1 ; \ mono i10 { 1 � ! hoQi' • g°o m `'s `asp m I `�6'p / / • o ++ �` . 1 • 40'OBI 0000 { o by 26 t • `` 1 ty,_ • • fy SIT- Cis O z O p z0ww /• i �R I �� j I I i rr^^ a 5 Lu YJ Mo u" U W Q w = ! •r-w1 v Z Z s ' { ! ' '^ � O � Qo i f ' ji oil ♦ ' V 1 •� w C> Ia�lI I !� i a `\ I ZOOwo oaZo oil aDZwZ m F- M IL � a2Z F � UJZ � o° j � OFrO i gg ------------ -----�N ;I ( a i r s - - - - - - - �r---- - - - L — — — — — C - - -a/ J I-- - - - — — — — - - L - - oo".0-1/ — — — — - - — — — - - — — eeo,— I ! '� O O O O O — \ i' • • • l.____________ a rillyes { v NORTH DATE: 22SEPTEMBER-2019 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: TC04SCPS.DWG INDEXES ARE AT SHEET NO.: 1 .00' INTERVALS. C 1 . 2 N i0 N ■ i O O c C O N 06_�„—E�—.�—�—ffP— .—E�—EEP— ._ff.— _.�n- -a.. .—EP_ _ _ __�o_�_�—a._�._.�.—�o_aP_�—�—�— .�—ffo— - -�_�- - -�.—ay—tea— —�_�.—�,- -�o—aP—�— —®- -av�rFn—ffP—aP- -��. ���- -.�—®—�_�- - -�,— —®—�,—moo- -moo— �.n- -Em—.�- -�—�— Iw■►otS 0 O O N W o N q O X N �`s=. T=—_mvr—.=. r=.—f— T °W ;..*'' .' 1 A\ i m LA 4 1 4 1 4 m m — — — 1 * t - - - - - - - - - - - — - - •^c w 0 00 • • • 1 4 4: Ww my 91 4 .: ': LL o Lo 0 0 M • 1 W U Ln > II II o � I • 4 I • . ® uo) .e • 1 e El �0 • 4 1 ' • 1 FM2 u 1 t • • 1 • �r `Q 1 4 • I I I• 1 • O 000 1 � 1 ,� Hyyi�2 4 O ¢ 1 1 1 o - c�4 v 00 0 , 16 0 '�" 1 O O O 1 • 5 O 1 4 1 1 1 1 1 4 St � SFQ co I• 3 2 1 6 I 6 III � � o " � I I I � za ozoo W 6 4 0 m > u O 0 • 4 w � zo < z 6 III � cnU) wo 1 � of SQ ��I� 1 IIp a •O w0Z °mZ III 99 I 161 I I 4 •> oz uo • �'�� ( 3 i 1 0 Ma uo� ~ _ mg 6 1 6 •~ �i rn a o III 1 ^� Of ooz0 sas III e 1 Rap � aiv C, ji I o2Z = � s � � � z 1 e vir ¢ � IIII III 919 o = � o 6 i 6 ICI 4 6 1 I I � II I 3 - - - - — — — — — — — — — — — g 7 7 7 0 0 0 • 0 0 0 O O 0 � � DEMOLITION KEYNOTES O1 EXISTING TREE - DEMO AND REMOVE O2 EXISTING STRUCTURE-DEMO AND REMOVE Q O EXISTING OVERHEAD LIGHT STANDARD -DEMO AND REMOVE ® EXISTING FENCE - DEMO AND REMOVE O5 EXISTING HOSE BIB - DEMO AND REMOVE ® NORTH DATE: 22-SEPTEMBER-2019 EXISTING DITCH -TO BE BACKFILLED 0 20 40 HORIZONTAL SCALE: AS NOTED O EXISTING IRRIGATION STRUCTURE-TO BE DEMOED AND REMOVED SCALE: 1-INCH =20-FEET VERTICAL SCALE: AS NOTED ® EXISTING IRRIGATION STRUCTURE - RETAIN AND PROTECT DRAWN BY: C.A.AUTH CHECKED BY: J.D.CANNING FILE: TCMSCPS.DWG SHEET NO.: C2 . O '' SEE CONTINUATION SHEET C3.1111 IMPROVEMENT KEYNOTES ,'+ 0 V c cM � • U.)c c GDN • I OA INSTALL3-INCH ROLLED CURB PER A.C.H.D. SUPPLEMENTAL SD-702 1- M A O I I A B INSTALL ASPHALTIC CONCRETE PER DETAILS 1 AND 6, SHEET C6.0 'ft°d o a H H O O771 am INSTALL TYPE IV CATCH BASIN PER A.C.H.D. SUPPLEMENTAL SD-6 E2 O L • 'Z MATCH LINE © 04-A °, ai Cc I d > 0 INSTALL NON-PERFORATED 18" N-12 PVC PIPE PER I.S.P.W.C. SD-306 G� 0° C co as g� • \�� / I g OE INSTALL STANDARD CONCRETE CATCH MANHOLE PER BMP 04cc ■� y a 0 INSTALL PERFORATED 18" N-12 ADS PIPE PER I.S.P.W.C. SD-306 = w co Lu M I © INSTALL DRAINAGE BED PER DETAILS 2, 3,4 AND 5, SHEET C4.0 w v ® (Q� 12 fh S I OH INSTALL DETACHED SIDEWALK PER A.C.H.D. SUPPLEMENTAL SD-709 c y o b H B I P a O lO I H OJ INSTALL SANITARY SEWER MANHOLE PER I.S.P.W.C. SD-501 In o i M 13 i i N I I O OK INSTALL 8-INCH SANITARY SEWER MAIN PER I.S.P.W.C. SD-302 W U > s _ I I ( I �� ( ��® • L © INSTALL SANITARY SEWER SERVICE PER I.S.P.W.C. SD-511 TYPE A • AND SD-301 (� ® I Y L ffi M � 11 I I I ® INSTALL SANITARY SEWER CLEANOUT PER I.S.P.W.C. SD-506A ' • T g I —� — A I i A ON INSTALL DUEL SETTER WATER METER PER MERIDIAN S.D. W1 I " p O INSTALL AWWA C-901, CLASS 200, DR-7.3 PE WATERLINE PER i y 1 L i 3 _�# .' I N I.S.P.W.C. SD-402 - SIZE PER SHEETS C4.0-C4.5 • I `��� ° I ``1 H I i H © INSTALL FIRE HYDRANT AND 6"SUPPLY LINE PER MERIDIAN S.D.W8 J INSTALL 8-INCH WATER MAIN PER I.S.P.W.C. SD-402 Ij K O NO �� I ®�� Z`J— ® INSTALL MONITORING WELL PER I.S.P.W.C. SD-627 �pNPL Q • I • i o 0y y2 `�- � INSTALL 2-INCH BLOW-OFF PER MERIDIAN S.D. W12 INSTALL ADA PEDESTRIAN RAMP PER A.C.H.D. SUPPLEMENTAL SD-712 p —' o INSTALL VALLEY GUTTER PER A.C.H.D.SUPPLEMENTAL SD-708 SIP �Q A / ® N i ( O INSTALL SINGLE SETTER WATER METER PER MERIDIAN S.D.W1 G 1 F INSTALL ASPHALTIC CONCRETE PER DETAILS 1 AND 7, SHEET C6.0 i K R C(Q) AREA D D E _ /. - �I I i G OX INSTALL MAIN LINE WATER VALVE PER MERIDIAN S.D.W11 M G 1 D E /�' ""�3 O N H L^J I H O INSTALL 2"BLOW-OFF PER MERIDIAN S.D. W13 Z 0 F R n O cQD OU w n G _JI INSTALL TYPE II TERMINUS BARRICADE PER A.C.H.D. SUPPLEMENTAL z u � �©(aDj \ r� m pO 0 ) Q v1 • a � w w ry w� K g.� OI Ow 1, V N —�—R— — L . H D I 1 I ' I i O z0 H � o t IL Q ��OG I > 4 o N •'� v � aw $ A [A A Q I H ------------------------------------ �I O w ¢ 15 _ L � o XiP i � I Q" LL R ( = I I I U) F- w -Z) i O j L------ - O F Z- w 0 •� b D D I ��l zoo � a H ( C9 o E I � � I �i i r� �/ .> M 0 _j I J I I Q (13) I I I o � :OG 3•' ' °14111 p G tdO o w OD z =AREA zZ 6 G H Z R oxz = 1 w C9 m O Q H ® I H i ap � z O1 I I I I I I Z R r 0 = 0 —a� D I B G R IOI E C C G 2 (� O N N I D E I_ • \ w (L (L� (L� (� A H 1 p 7 l O Y I ( \ ��-----H-- — -- ---- ---H--- ---- _ �+ �� C w •<.e O A / — — —"— — — — —"—L—A — — — — O D I I W d Z W Q��- - - -o- - - - - -- i- - a- - a- - - - i- - � - - - - - - - - - - - - - J e 0 EAST TERRITORY STREET a 0 0 O Q r j > K J K K vl 17 �J- B fi- - - -���- -���_�I— O 3 p H ° A z . H H A H T H N / :: x NORTH �I O O �L O i , i O 0 30 60 I O U MCI 1 N 1 N I I C© O`_ I N W SCALE: 1-INCH =30-FEET c PREP 'Lu Q�O I v, DATE: 22SEPTEMBER-2019 V ® - HORIZONTAL SCALE: AS NOTED VERTICAL SCALE: AS NOTED O O O DRAWN BY: C.A.AUTH CHECKED BY: J.D.CANNING FILE: TC04SCPS.DWG SHEET NO.: � e� CONNECT TO EXISTING SEWER VERIFY DEPTH AND SLOPE 4 C3 • O _.. 0000A01141PRAl a07 7s .. " EAST MCMILLAN ROAD- -_— _ — - - - — - - - - - - - IMPROVEMENT KEYNOTES ' CM u> �I G OD W U OA INSTALLS-INCH ROLLED CURB PER A.C.H.D. SUPPLEMENTAL SD-702 a M 0 aco E INSTALL ASPHALTIC CONCRETE PER DETAILS 1 AND 6, SHEET C6.0 '�°� o 0 �� OG�(C Op 77 T- T2 04 LLJ m © INSTALL TYPE IV CATCH BASIN PER A.C.H.D. SUPPLEMENTAL SD-604-A L >1 ai m a) �� N N LL C 11 H H 4 > s r /i/ /� OD INSTALL NON-PERFORATED 18" N-12 ADS PIPE PER I.S.P.W.C. SD306 m O EAST MCMILLAN ROAD CONNECT MCMILLAN ROAD SEE SHEET C5 SST O INSTALL STANDARD CONCRETE CATCH MANHOLE PER BMP 04 �� o g W W W W OF INSTALL PERFORATED 18" N-12 PVC PIPE PER I.S.P.W.C. SD-306 = c co n Q Ty M w LL1 © INSTALL DRAINAGE BED PER DETAILS 2, 3,4 AND 5, SHEET C4.0 W m v r W X Q a'LL " 12 O 0� O INSTALL DETACHED SIDEWALK PER A.C.H.D.SUPPLEMENTAL SD-709 c co � M 04 T g W - V • Q _- O A ^I I T m OJ INSTALL SANITARY SEWER MANHOLE PER I.S.P.W.C. SD-501 M� _ 6 F G D D _. • O INSTALL 8-INCH SANITARY SEWER MAIN PER I.S.P.W.C. SD-302 W U L > C O. M Q O —"—"J" I—}-w—w ~ — L INSTALL SANITARY SEWER SERVICE PER I.S.P.W.C. SD-511 TYPE A N O AND SD-301 iI (HA i I © q ® INSTALL SANITARY SEWER CLEANOUT PER I.S.P.W.C. SD-506A • A M N SEE CONTINUATION SHEET C3.0 INSTALL DUEL SETTER WATER METER PER MERIDIAN S.D. W1 � .. � I OO INSTALL AWWA C-901, CLASS 200, DR-7.3 PE WATER LINE PER \\ O I© EAST MCMILLAN ROAD I.S.P.W.C. SD-402-SIZE PER SHEETS C4.0-C4.5 0 0 • H �y/ W © INSTALL FIRE HYDRANT AND 6" SUPPLY LINE PER MERIDIAN S.D.W8 N " O \\° \\ p P W ® INSTALL 8-INCH WATER MAIN PER I.S.P.W.C. SD-402 (g) '\ I 0 OR INSTALL MONITORING WELL PER I.S.P.W.C. SD-627 O \ \ql�" \f I i m H H H H Lw OS INSTALL 2-INCH BLOW-OFF PER MERIDIAN S.D. W12 0� f yy6 A U O INSTALL ADA PEDESTRIAN RAMP PER A.C.H.D. SUPPLEMENTAL SD-712 � O INSTALL VALLEY GUTTER PER A.C.H.D. SUPPLEMENTAL SD-708 STp- Q A S� l�s� H i O © H i N O INSTALL SINGLE SETTER WATER METER PER MERIDIAN S.D. W1 i H O INSTALL ASPHALTIC CONCRETE PER DETAILS 1 AND 7, SHEET C6.0 © I I —"_ O O O INSTALL MAIN LINE WATER VALVE PER MERIDIAN S.D. W11 co r" N LINE � ozQ _ _ _ _ _ _ O INSTALL 2-INCH BLOW-OFF PER MERIDIAN S.D. W13 O z O E -EAST MCMILLAN ROAD ;,:;:;;, - — - - - (Do1) W K/ I W OZ INSTALL TYPE II TERMINUS BARRICADE PER A.C.H.D. SUPPLEMENTAL ? vo .1 m O A i I A 14 (1 W W PER SD-1132A o m 0 O 0 El - Lvwj a� H S W ' I H Q 0) ZQp < z Q H H H Z F- j a ' � � Wma w � Z -Z L--------� w AI � I IA y Z zooWo x O �2 �, •� ; p -jza BOGP101004 oa ^ � _ Z H I© I H QGK .Q °' ¢ oof F O �Q = eZ R 15 16 17 18 W , 29 Q M I- a 9I Qo Wz O R H A I ' ®! A H = yi �Q) O � � O M F I I C ( (V� O V I I N N H p � I IA H W G i �O O Y (L) O o I Q W ---- H T S T H 1' T T _ H p LI • � : H : H H H T U) E X P X P A A X A A A A A A U U A A O �W_" D E _,._._._ O _.—._._"_ B U U T — Q E D C--"—"—"—�—"B.-I w—. I ._._w_" -T._._.—"_"I—w O ._1 - ---"z X ©"— —wf--- X"---"-1'—"—I ? O"—"—" O D D O a O D O - - 0—� - - - OW — - -gK - -I -=- - - �V - — - - -f- - -I- - -B - y O W I— — —O G = EAST TER�ITORY STRE<:T J g J .45 �T —x g �—� D C — —%_���0» I —�L$ —�_a_g— g - -._�— —�L �_�L® —0 R T.—gam_ _;0_aJ®— —�_�_g—a �,'^" V 1 A A U U A S mI yI H : H O mm H H . ^7 H Q A A H Z NORTH O 0 j F�B1 I I I V I J I ® I N I I N i 0 30 60 N N ,! W T ( LL OS I T Gr SCALE: 1-INCH = 30-FEET Q��G $ w H I O I f j DATE: 22-SEPTEMBER-2019 A I q HORIZONTAL SCALE: AS NOTED R 2 I I VERTICAL SCALE: AS NOTED DRAWN BY: C.A.AUTH iZ I CHECKED BY: J.D.CANNING FILE: TC04SCPS.DWG ce K I i SHEET NO.: H I H CONNECT TO EXISTING WATER O C3 • 1 AND EXISTING SEWER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NOTES: ,■ M o rn v C ce) -.-.-,_.-,_.-,-,-,_,_,-.-,-,-.-,_,-.-,-,-,_,-,-,_ -._._,-.-,-.-,-,-,-,-,-,-.-.-.-.-.-.-,-.-.-.-,-,-,-,-,-,-r-.-,-,-,-,-.-.-,-,-,-,-,_,-.- -.-._,_,-.-,-,-,-,-.-.-.-,-,-,-.-.-.-,-,-.-.-.- 1. ALL CATCH BASIN DEPTHS INCLUDE A 1.00'DEEP SUMP = f 00 a �T- _ > _ v 2. ALL MANHOLES HAVE A 0.10' DROP FROM INVERT IN TO 0 c6 E INVERT OUT. H m m N 0 SD-g 0 O• • • - B-$ O 3. ALL MANHOLES DEPTHS INCLUDE A 2.00' DEEP SUMP. 0 ; o 1 GRADE BREAK Q 1 N !n U- C BASIN "A-1 " C B-9 I Q100= 0.29 CFS 4. SEE SHEETS C4.0 -C4.5 FOR PIPE LENGTHS. c 00 • Q100 =0.29 CFS Q25=0.21 CFS = m a • Q25= 0.21 CFS 5. SEE SHEET C6.0 FOR TYPICAL CONSTRUCTION DETAILS. m O1 6. WHERE STORM WATER PIPE CROSS DOMESTIC POTABLE = v CO O ` E C M • 2 I • B�OG�` WATER LINES, STORM WATER PIPES SHALL BE C-900. W c c ri L 6�Oc�� 12 ® ___.GRADE BREAK.___ 11 � i7 Ltl LL cl cc,:)) 0) V C C U O u O • U Lo > I • 12 13 ( O I • 10 i 3 I • • • O olik 4 � s • e6-a, la"a, gO , 10 13 ?2 ® I rs sel �Qz 14 I �o ® COMMQ AREA SD-2 O ® SD-1 BASIN �� �� O O I 8O I 14 OZOE I J z H R CDOWw °° op0 ---------------------- i • a ca w I I I; ) 02 "n 'wU O v 15 ® S D-3 I i -----� J °o a CB-1 CB-2 Q100=0.58 CFS Q100 =0.58 CFS 2 •rl U coQ w O Q25=0.42 CFS Q25 = 0.42 CFS �2 I I �LQGK rL1 g = w a 6L0G COMMON r�/�/��y LL z AREA o v J rl W t O O O O ® I 6 " ® 15 •� o = o • I BASIN C • � J � a GRADE__ I ICI V_ LL W U __BREAK I Z O CW9 Q 16 I SD-4 , ® SD-7 4 b 1x _ v CB-6 SD-6 BASIN "A"- Q100 =4.19CFS ° ¢ oaf Q100 = 1.31 CFS �______________ CB-3 C B-7\ --------- Q25 = 3.00 CFS o o z 0 'Q100 = 0.84 CFS Q25 =0.94 CFS �+ D-� C B-1 0 Q25= 0.77 CFS �/ Q100= 1.88 CFS S ~ a 't S D-5 I Q25= 1.35 CFS ¢ M ~ms a CB-4 W � zz Q100=0.84CFS - - - - - - - - - �m- - - - - - - - - - - -SD-10�-9m Ox Of j0 17 Q25= 0.77 CFS 1 ft ° S D-11 J CB-5 CB-11 Q100 =0.41 CFS Q100 = 1.79 CFS Q25 =0.40 CFS N Q25 = 1.29 CFS MM� OG\/ 1 G PREP B�OGK 1 VJ 18 19 20 21 22 23 24 25 26 27 28 29 Ci .2 •� CATCH BASIN TABLE STORM DRAIN MANHOLE TABLE DRAINAGE BED TABLE Q CATCH BASIN RIM INVERT OUT DEPTH MANHOLE RIM INVERT IN INVERT OUT DEPTH BASIN BOTTOM DEPTH WIDTH LENGTH CB-1 2598.09 2594.09 5.00' SD-1 2598.82 2592.62 2592.52 8.30' A 2590.26 6.00' 15.00' 136.00' CB-2 2598.09 2594.09 5.00' SD-2 2599.12 2592.81 2592.71 8.41 ' A-1 2591 .14 6.00' 5.00' 44.00' CB-3 2598.07 2595.22 3.85' SD-3 2598.47 2593.09 2592.99 7.48' B 2588.52 6.00' 15.00' 120.00' NORTH DATE: 22SEPTEMBER-2019 CB-4 2598.07 2595.22 3.85' SD-4 2598.55 2593.99 2593.89 6.66' C 2590.45 6.00' 15.00' 217.00' 0 40 80 HORIZONTAL SCALE: AS NOTED CB-5 2598.91 2594.66 5.25' SD-5 2598.45 2595.19 2595. 19 3.26 SCAL -INCH =40-FEET VERTICAL SCALE: AS NOTED E: 1 CB-6 2598.84 2594.53 5.31 ' SD-6 2598.81 2594.47 2594.37 6.44' BASIN TOP INVERT PERF PIPE COVER DRAWN BY: C.A.AUTH CHECKED BY: J.D.CANNING CB-7 2598.55 2594.47 5.08' SD-7 2598.83 2594.36 2594.26 6.57' A 2596.26 2594.26 132.00' 2.86' FILE: TCMCPS.DWG CB-8 2599.90 2595.36 5.54' SD-8 2600.29 2595.24 2595.14 7. 15' A-1 2597. 14 2595. 14 42.00' 3. 19' CB-9 2599.90 2595.25 5.65' SD-9 2600. 19 2594.55 2594.45 7.74' B 2594.52 2592.52 116.00' 3.95' SHEET NO.: CB-10 2599.25 2595.25 5.00' SD-10 2600.31 2594.65 2594.55 7.76' C 2596.45 2594.45 215.00' 2.73' C3 . 2 CB-11 2599.25 2595.25 5.00 SD-11 2599.63 2595.22 2595. 12 6.51 -a°.-„.-"w .wao "w , ..-"°.--"w.-nm- .o.�-"o-"°»--„ww - �w--.w .°. ., -,.w.--"o- "°.--«w.-.w.- "ate-„o-"° ._: -an..-aw:--a�-,�.--.«..-.°.- „. PON---"°.---Oaw_.°� - --,re»--„m.-,w.- .�..-. -ao.•--"a.-„w--"o--,�,r- awe-,ems-way-, - y m Lc) voz CONNECT FLUSHING POINT 01 TO GRAVITY IRRIGATION BOX _ °(a7 __ _. __ _- _.. __ _. .. _. _.. __ ___ _ _... __ ... .. _._ ___ __ - .. -. _- C�q0=. _ _.. __. ■►a'S w EXTEND EXISTING ca L W E N NDER w i UE M PVC PIPE C ROAD - }y�?�C� `- N TO NEW IRRIGATION BOX :� -_ _.._ _._ _.. ._. �B,�-� - T N N 2 - IRRIGATION BOX �41 W U--777: C .. -.-: 1 1. C C i > ING PIPE MATCH EXIS NVERT N G 21-INCH IRRIGATION BOX m ,.., .,,' C O O F G O t t © I RAV{TY G RIM=26p3.00 uj 'G _ J} . - PRESSURE IRRIGATION PIPE PI P " _ (6 D 'PI PI PI PI`"-2-INCHPRESSURE--POk�T ^ F ■�+ PI PI PI 4-INCH PRESSURE- D❑OVI A , I p�❑D PI �4INCH PRESSURE PI PI PI PI PI ■4-INCH PRESSURES PI PI �� P1 I❑D p PI PI FUTURE2INCH l� 1 INV.-t2598.1 V, r oD-_ _ __ I IRRIGATION BOX 2 ,. •< _ - "'�, a RIM=2601.00 I ul my a I 12"INV.=t2597.9 ,"i -FL I W N.� t ID LL co w o ', ;/i;%�, �❑ ' / a a a a ALL 21-INCH GRAVITY IRRIGATION PIPE SHALL BE ASTM F679 a °1 w 0 F ALL 12-INCH GRAVITY IRRIGATION PIPE SHALL BE ASTM D-3034rL 162 j { < _.. i t LEGEND a� a a� � INSTALL SLEEVE - PI STALL PRESSURIZED IRRIGATION LINE y� 7` a I t PRESSURE IRRIGATION SERVICE \ f I I _ ❑ IRRIGATION MAINLINE DRAIN> c4zw , a a' I a 1 a PRESSURE IRRIGATION FLUSHING POINT PRESSURE IRRIGATION GATE VALVE A'PR E IRA N GA � I - FL a a I I - © GRAVITY IRRIGATION BOX FL ., COMMON AREA .. __.. __ w I - I I NORTH a I ( G� i U Z 0 50 100 SLEEVE PRESSURE IRRIGATION - - _... _._ . .. D - Z Q -` AND GRAVITY IRRIGATION PIPES - ° ; I PI PI �4-INCH PRESSURE■ PI PI D'. SCALE: 1 ANCH =50-FEET a O Z 0 ` I a I THROUGH STORM DRAINAGE a - - J Z ~ Ui a ' BEDS PER DETAIL H,SHEET C3.4 I d - © `. D © I Z v' [iti (0�1 I ( I ❑'}C:s'�°`. PI,� D PI PI I m Q O 0 I y- a --1, -7 a f� -NAREA f 1 j� _... § f' 1 a O cd W U l� \ � l �� ��❑ fad � 7} 3 � I yet �M 1 1-! Vl CK zpaz 1 INSTALL 4-INCH REDUCED I a IRRIGATION BOX -*"' "' I � O 0 RIM=2601.21 a " �yi PRESSURE BACK FLOW ASSEMBLY x- PER DETAIL D,SHEET C34 < C..1 Q _ O D 12"INV IN=t2598.8 p `Qe PRESSURE IRRIGATION PUMP _ I 41NCH PRESSURE O�I • W O 1. 12"INV.OUT=t2598.5 It ,I INSTALL CHECKBOARDS G Q s- STATION-DESIGN PENDING I TO SOUTH SIDE OF BOX C G I' BY STATION PROVIDER I CC al ! 1 LL c PER DETAIL A.SHEET C3.4 3 _ .. �'.: (�1 O Q 00 O } 77� _. ;: _- ..... ' .. IRRIGATION 80X ■►�� W Z m N I IGATION BOX-r "" , ,Y' 1 7.7 r 0 = Q 0 �. ,G RIM 2602.97 2 "INV t259 J F =1 , ° RIM=2601.18LL ■�� W - _ - _ �.- - - _ _ - B �12"INV.IN=t2597.1 - - � _._ _ - _ _ - _ - _ - _ - - - _ - _ - - A 0 LL I a rr---,t ° 12"INV.OUT=t2598.6 Q Z LL W Q t ::: . INSTALL WATERMAN C-10 CANAL GATE ON -_ ,,. _.:. ... •�I .t t .. _.. ... _ .. se:.._ IRRIGATION BOX cy) O UP UPSTREAM INLET ON NORTH OUTLET. - = " ' - G RI = F 2 Z M Ir (� IRRIGATION BOX _ (�` 2 • c a RIM=2600.73 _ IRRIGATION BOX O a6a " N ^ Q " 1 ( 12"INV.IN=t2598.8 - T RIM-260251 I 0 it O o z 0 O ' O D '.. 00�r•,(I6 O D i 12"INV.OUT=t2597.2 0� �., I 12"INV.OUT=2t2598.5 s " O4a 00 Z W Z a e RIM�2602.430X ( INSTALL UP UPSTREAM AM I CANAL I QO F- _ GATE ON UP UPSTREAM INLET. /p-; - /t- ( �t / 2 _ 12"INV.IN 125984 \l4 (\/2 � (J {{\jj W t i \ � _ \ i ,T <1.,..� �l 1�, C` � ,J l ti, ..z �L.l0. / 12"INV.OUT t25994 C '-� "� 1. a0, V 0 EXISTING IRRIGATION BOX RRIGATION BOX IRRIGATION BOX CONNECT TO =U O 2 1- O a - RIM=2602.90 IM=2602.43 RIM=2602.51 EXISTING I2"GRAVITY Z? a a a IRRIGATION BOX 21"INV=t2597.0 1"INV.=t2597.1 21"NV.=t2597.1 IRRIGATION SUPPLY IRRIGATION BOX (n RIM=2601.40 MATCH EXISTING PIPE C I LINE-INV =t2599.9 RIM=2603.10 © ^ - 12"INV.=t2599.0 INVERT IN D - G °-°- -G °-°- - 21"INV.-s2597.6 .F -21-INCH GRAVITY G L PI PI PI 4-INCH PRESSURE PI PI PI PI PI PI PI PI 4-INCH PRESSURE• PI �� PI D P A D PI Pl �� PI .4-INCH PRESSURE �� PI �� PI PI 12-INCH GRAVITY PI �� PI -2-INCH PRESSURE- PI PI � .PI PI I -. °-° °-°-°- a-°-°-°-12-INCH GRAVITY °-°- °.-" °-°-` -°-°- PI PI G ",-°-„-°_°-w-°-°,-°-12-INCH:GRAVITY•-°-=- - G G -., IRRIGATION SUPPLY EXISTING14NCH GRAVITY L 2 C < : - LINE PIPE G IRRIGATION NOTES PRESSURE IRRIGATION KEYNOTES .C7� 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) 13. CONSTRUCT GRAVITY IRRIGATION BOXES PER DETAIL A,SHEET C3.4. IRRIGATION BOX PENETRATIONS SHALL HAVE RUBBER GASKETEQ JOINTS. ® INSTALL6-INCH SLEEVE UNDER STREET IMPROVEMENTS FEET AND IN AN AW WA G-900 PIPE SLEEVE WITH LOCATOR WIRE.THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO BACKFILLING: 14. PRESSURE IRRIGATION MAIN LINE PIPING IN THE R.O.W.AND PARALLEL TO CENTER LINE SHALL BE PVC,C900 DR 18. © INSTALL 4-INCH SLEEVE UNDER STREET IMPROVEMENTS ^) 2. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FORA 15. PRESSURE IRRIGATION PIPE SHALL BE CLEARLY MARKED WITH TYPE, CLASS OR THICKNESS. LETTERING SHALL BE LEGIBLE AND PERMANENT. v� POTABLE WATER MAIN AND A 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(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 16. ALL IRRIGATION PIPE SHALL BE INSTALLED WITH FINDER TAPE. TAPE SHALL BE TWO (2) INCHES WIDE, PURPLE. IN COLOR, WITH THE WORDS "DANGER-UNSAFE WATER" OR © INSTALL IRRIGATION VALVE- MATCH VALVE SIZE WITH PIPE SIZE ■�I 3. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED IN COLOR WITH THE WORDS DANGER-UNSAFE WATER OR NON-POTABLE "NON-POTABLE WATER"CLEARLY MARKED ALONG THE LENGTH OF THE TAPE.TAPE SHALL BE PLACED BETWEEN TWELVE(12)INCHES BELOW GROUND SURFACE. O INSTALL IRRIGATION MAINLINE DRAIN -MATCH SIZE WITH PIPE SIZE _ WATER CLEARLY MARKED ALONG ITS LENGTH.PLACE THE TAPE BETWEEN SIX(6)INCHES BELOW THE SURFACE AND EIGHTEEN(18)INCHES ABOVE THE TOP OF THE PIPE. 17. TAPE A GREEN#14 DIRECT BURIAL TRACER WIRE ALONG THE CROWN OF THE PRESSURE IRRIGATION MAINLINE. LOOP THE TRACER WIRE FROM THE MAINLINE TO EACH SERVICE BOX 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. AND BACK TO THE MAINLINE.THE TRACER WIRE SHALL BE ACCESSIBLE AT ALL VALVE BOXES AND EXTENDED ALONG THE OUTSIDE OF THE LOWER PORTION AND ALONG THE INSIDE OF THE UPPER PORTION OF THE VALVE BOX.CONDUCT AN ELECTRICAL CONTINUITY TEST BEFORE PAVING TO VERIFY TRACER WIRE INTEGRITY. 5. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE WATER OR NON-POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN(10)FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY,PRIVATE ROADWAYS AND TRAVELWAYS. 18. EQUIP EACH PRESSURE IRRIGATION SERVICE WITH A METAL OR PLASTIC TAG(MUCKY FACE)"NON-POTABLE WATER-DO NOT DRINK". 6. INSTALL A REDUCES PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE 19. VALVES SHALL BE A GASKETED PUSH ON VALVE SUCH AS MAPCO 10ORT CAST IRON VALVE WITH RING-TITE ENDS OR EQUAL. VALVES SHALL BE SUPPORTED WITH CONCRETE OR DATE: 22-SEPTEMBER-2019 APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DEQ AND THE CITY OF MERIDIAN WATER DEPARTMENT. SECURED WITH RESTRAINT ASSEMBLIES PER LEEMCO MANUFACTURING.VALVE BOXES SHALL BE STANDARD CAST IRON 5 114 INCH DIAMETER ADJUSTABLE VALVE BOX PER DETAIL C, ( ) SHEET C3.4. HORIZONTAL SCALE: AS NOTED 7. THE DEVELOPER SHALL NOTIFY ALL LOT PURCHASERS THAT THERE MUST BE NO INTERCONNECTION BETWEEN THE PRESSURE IRRIGATION SYSTEM AND HOUSE PLUMBING. OUTSIDE HOUSE FAUCETS MUST ONLY BE CONNECTED TO THE MUNICIPAL POTABLE WATER SYSTEM THROUGH THE HOUSE SERVICE CONNECTION. 20. VALVES FOR STREET CROSSINGS SHALL BE PLACED WITHIN 2 FEET OF THE BACK EDGE OF SIDEWALK. VERTICAL SCALE: AS NOTED 8. INSTALL PRESSURIZED IRRIGATION SYSTEMS CONSISTING OF IRRIGATION MAINS AND INDIVIDUAL SERVICE CONNECTIONS TO EACH LOT. SERVICE SHALL BE CENTERED ON LOT AND 21. FITTINGS SHALL BE CAST IRON,DUCTILE IRON, PVC,BRASS OR STAINLESS STEEL,AND SHALL HAVE A MINIMUM PRESSURE RATING EQUAL TO OR GREATER THAN 200 PSI.ALL FITTINGS DRAWN BY: C.A.AUTH FOUR (4) INCHES AND LARGER SHALL BE DUCTILE IRON WITH FLANGED OR MECHANICAL JOINTS. THRUST BLOCKS OR OTHER APPROVED RESTRAINTS SHALL BE PROVIDED AT PER DETAIL F OR G,SHEET C3-4. CHANGES OF DIRECTION. CHECKED BY: J.D.CANNING 9. ALL IRRIGATION MAINLINES SHALL BE INSTALLED SUCH THAT AIR AUTOMATICALLY VENTS DURING FILLING AND DRAINING. AUTOMATIC AIRIVACUUM RELIEF VALVES SHALL BE 22. IRRIGATION SYSTEMS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH ISPWC SPECIFICATIONS FOLLOWING INSTALLATION OF ALLOTHER UTILITIES AND BEFORE PAVING. FILE: TC04SCPS.DWG INSTALLED AT ALL HIGH POINTS IN THE SYSTEM AT A MAXIMUM OF INTERVAL OF 1000-FEET. - 10. ALL IRRIGATION MAINS SHALL FREELY DRAIN. "FREELY DRAIN" MEANS TO DRAIN TO AN ADEQUATELY SIZED DRY WELL. THE DRAIN SYSTEM SHALL INCLUDE MANUALLY OPERATED 23. IRRIGATION LINES SHALL HAVE A MINIMUM OF 4-FEET OF COVER AT ALL STREET CROSSINGS. VALVES.LOCATE DRAINS ON BOTH SIDES OF STREET CROSSINGS ADJACENT TO VALVES OR AS SHOWN HEREON.A DRAIN SHALL CONSIST OF A SUMP WITH 1-INCH DRAIN ROCK SIZED 24. THE PRESSURIZED IRRIGATION SYSTEM MATERIALS AND CONSTRUCTION SHALL MEET THE STANDARDS OF THE SETTLERS IRRIGATION DISTRICT: SHEET NO.: AT 1 CUBIC FOOT OF ROCK PER MAIN LINE PIPE DIAMETER INCH.DRAIN ROCK SHALL BE COVERED WITH FABRIC.CONSTRUCT PER DETAIL E,SHEET C3A. 11. PIPE DEPTH:ALL IRRIGATION MAIN LINES NOT WITHIN ROAD RIGHT OF WAY(ROW)SHALL HAVE AT LEAST THREE(3)FEET OF COVER FROM FINISH GRADE TO CROWN OF PIPE IF THE 25. ALL SLEEVES SHALL BE C-900 PVC. INSTALL PER DETAIL H,SHEET C3A. PIPE IS FREE DRAINING. A MINIMUM OF FOUR (4) FEET OF COVER SHALL BE REQUIRED FROM FINISH GRADE TO CROWN OF PIPE UNDER ROADWAYS AND WHERE PIPE. IS NOT 26. USE 6-INCH SLEEVE WITH 4-INCH PRESSURE PIPE CROSSING.USE 4-INCH SLEEVE WITH 2-INCH PRESSURE PIPE CROSSING. 2 • 2 3 FREE-DRAINING. 3 12. PRESSURE IRRIGATION MAIN LINE PIPING SHALL BE POLYVINYL CHLORIDE(PVC),DR26(160 PSI),CONFORMING TO ASTM D224L 5-1/4" LID-(TYLER NO. 24"X 6" CONCRETE COLLAR-CONCRETE METER BARREL: 20"x36" METER VAULT WITH SMOOTH ■ U) o rn 6855) (SEE NOTE BELOW) COLLAR NOT NEEDED IN GRASSED AREAS INTERIOR-METER BARREL RING: D&L 22"x42" NO M � HOLE-METER LID: CAST IRON WITH "IRRIGATION" = c °D c�i 04 O a FINISH GRADE CAST ON LID. FORD IRON LID WA3L (OR EQUAL). a M 0 0 WATERMAN AV150C AIR RELEASE VALVE (OR y w N z Q LARKEN PRE-CAST .'< a EQUAL)NO MORE THAN 12" BELOW GRADE La o x Al F IRRIGATION BOX OR °° <. y as � � a a> ._ w c X EQUAL /\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/\\/\\/\/\\/\\/\\/\\/\\�'� > ° � 111 - INSTALL 1/4-INCH STEEL TOP BOX-INSTALL 1/4-INCH /�//�//j//�//�//�//�//�//\ \//\// / / /jam/jam/ / // 3 m c O PLATE BOLTED AT FOUR ,\j\\%/\\%/\\%/\\%/\\j\\j\\\ \\//\\//\\//\\//\\//\�/��/\� C � ca STEEL PLAT BOLTED AT INSTALL 2 CORNERS WITH 5/16 FOUR CORNERS WITH 5/16 \/'\\jam\/\\j�\j>\j�\jam\\ \j�\�\\/�\j/\,2" BRASS GATE VALVE FACING N a ( ) THREADED BOLTS AND THREADED BOLTS AND 3 PIECE ADJUSTABLE \//\//\//\//\//\//\// /IN. \//\// // \iAWAY FROM RELEASE a`> o 1.75"CONC NOTCHES NUTS NUTS CAST IRON VALVE BOX TRACER WIRE SHALL RUN OUTSIDE \\//%\//\\//\\//\\//\\�BELLOW LID %\/%// //%/%/\` = c � M n IN CONCRETE BOX .\/\\/\\/\\/\�/� / \\/\\/\\/✓ �Y M .� TO ACCEPT STOP INSTALL(2) THE LOWER PORTION AND INSIDE APPROVED METAL OR PLASTIC TAG WITH W BOARDS - BOX AS 1.75"x1.75" 12"OR 21"PVC 12" OR 21" PVC THE UPPER PORTION OF VALVE BOX /\\/\\�/\\ /\ \\/\\/\\/ "NON-POTABLE"WATER DO NOT DRINK IS LLI m NOTCHES IN \//\//\//\ 12" MAX \//\//\//\ r� ro NOTED ON SHEET IRRIGATION PIPE q IRRIGATION PIPE \/\\/\\/\\ /\\/ / REQUIRED. CONNECT TO VALVE BOX Q c ao � C3.3 ONLY CONCRETE BOXT STOP VALVE 'i/////// / //�� WITH EYE BOLT AND WIRE TIE �_. a N BOAR SEPBOXAS INV. OUT \\/\/\ / / / 7 �> o TO NO. 12 COPPER FINDER WIRE (TO BE INV. IN INV. IN NOTED ON SHEET LAID ON TOP OF PIPE AND FASTENED jT\�\\\ \\�\\� o LO o MAIN LINE EVERY 10'WITH DUCT TAPE) /\\//\\ /\\// / 2" GALVANIZED IRON PIPE RISER m U Lo > O C3.3 ONLY O LARKEN PRE-CAST 041) �� \\ \\/� TRENCH BACKFILL IRRIGATION BOX � FLOOR IS 1-FOOT ;. PLAN OR EQUAL SECTION BELOW INLET PIPE a, IRRIGATION MAIN Q e . ***ALL PRODUCTS AS LISTED OR APPROVED SUBSTITUTIONS*** IRRIGATION BOX DETAIL PRESSURIZED IRRIGATION MAIN LINE VALVE NOT TO SCALE NOT TO SCALE : a ` LOOP TRACER WIRE FROM MAIN LINE PIPE TO VENT AND BACK ALONG RISER LINE PIPE TO THE MAIN LINE PIPE CLA-VAL RP-4 BACKFLOW 2" SADDLE TEE PREVENTER OR APPROVED EQUAL McCROMETER MW500 MAIN LINE FLOWMETER OR APPROVED EQUAL ***ALL PRODUCTS AS LISTED OR APPROVED SUBSTITUTIONS*** REDUCER AS REQUIRED REDUCER AS REQUIRED �� ` 0ybyj�''G MAIN LINE DRAIN -SEE MAIN LINE DRAIN -SEE 90° BEND 900 BEND AIR RELEASE VALVE PRESSURE IRRIGATION , 6 DETAIL THIS SHEET REDUCED PRESSURE DETAIL THIS SHEET BEND BACKFLOW PREVENTER — — — ( ) o cD+� MAIN LINE DRAIN-SEE ,) DETAIL THIS SHEET FLxFL MAIN LINE DRAIN -SEE C cr 90° BEND REDUCER FLOWMETER z_ DETAIL THIS SHEET NOT TO SCALE ° _ o Fb FL AS REQ'D REDUCER AS REQ'D PROVIDE STRAIGHT RUN sl Q� _ _ _ — __________= I SPOOLS PER METER I �S pc�k 90° BEND FLxFL MFG'S REQUIREMENTS GATE VALVE GATE VALVE PROVIDE STRAIGHT RUN SPOOLS DI SPOOL LENGTH DI SPOOL LENGTH METER BARREL: 20"x36" METER VAULT WITH PER METER MFG'S REQUIREMENTS AS REQUIRED AS REQUIRED I SMOOTH INTERIOR- METER BARREL RING: D&L 22"x42" NO HOLE-METER LID: CAST IRON WITH NOTES. PLAN "IRRIGATION" CAST ON LID. FORD IRON LID WA3L r r _ - — — — — 90° BEND MJxFL — — — (OR EQUAL). d z WITH CONCRETE 900 BEND MJxFL 2 FINISH GRADE O z O p OA THE REDUCED PRESSURE BACK-FLOW PREVENTION ASSEMBLY MUST BE APPROVED BY THE THRUST BLOCK WITH CONCRETE LOOP TRACER WIRE FROM (D O U w IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND THE MERIDIAN WATER DEPARTMENT. o o THRUST BLOCK o z w w g 0j MAIN LINE PIPE TO DRAIN r� w w LL AND BACK ALONG DRAIN O IRRIGATION / POTABLE WATER SYSTEM CONNECTION DETAIL PROFILE �0 00° �� LINE PIPE TO THE MAIN PIPE . 0U) � U D of NOT TO SCALE O z O 5 Q IRRIGATION g 00 ❑ Q MAIN APPROVED METAL OR PLASTIC •~ U w Q g J: I z Lu t z L ____ FORD BRASS TAG WITH "NON-POTABLE"WATER w i w a Z wj w -i z i ? = _____ BALL VALVE DO NOT DRINK IS REQUIRED. ay O v~i LL w zl z I— J z j z F- SADDLE TEE ____-- CONNECT TO VALVE BOX WITH r/'\ •� w � Z m U JI J O w J I O EYE BOLT AND WIRE TIE Loi­- w F J J V1 PO = O uj I F Q LL M OJ U w 3' w I O U 2 CUBIC YARDS MINIMUM �•I •� J ~ w U 3' MINIMUM g w m LL MINIMUM w i w m r 2"WASHED DRAIN ROCK /� z O O r p w 5'MAXIMUM wl z 5'M� AXIMUM� y I z BRASS STREET"L" "B 6" MIN. V/ •� LO z J Q z wi z 0 w I w Z 0 BRASS NIPPLE > �'['''� coo a z -> OZ z i OZ P'4 V = w F- I z w 4" DIA THREADED f- w •� .0 O of 4" DIA THREADED 4" (MIN.) 6" MIN. z � 4" MINIMUM 6" MIN. I z 2 �/� w Q H III 1" FORD ANGLE BALL VALVE Ill w CAP OR PLUG 1 FORD ANGLE BALL VALVE w w �/J O w IL CAP OR PLUG g 2 a) STOP W/LOCK WING & IRON w Q CL w I STOP W/LOCK WING & IRON w o m z z Z FINISH PIPE THREADS 1 ¢ w O FINISH j PIPE THREADS BA11 444W-NL j Q w a = a GRADE n o w I I no _^ c'> •- IL Wmz =BA11-444W-NL (OR EQUAL) GRADE ( ) LL 2" - " CLEARANCE I 2"-6"CLEARANCE NOTES. 0 °�= w z U � 0 I O = F 4" DIA. PVC OR ABS 4" DIA. PVC OR ABS OA INSTALL MAIN LINE DRAINS AS REQUIRED AT ALL LOW POINTS TO PROVIDE COMPLETED DRAINAGE WINTER J F- ILL N PIPE VALVE BOX PIPE VALVE BOX SHUTDOWN OF IRRIGATION SYSTEM. I O DRAIN PIPE AND FITTING SIZES SHALL USE BEST MANAGEMENT PRACTICES(BMP), PREFERRED SIZES INCLUDE t 1-1/2"AND 2" DRAINS. NON- I NON- OTABL g I OTABLE NON-POTABLE TAG j NON-POTABLE TAG O ALL PRODUCTS AS LISTED OR APPROVED SUBSTITUTIONS. z o STANDARD" Es PRESSURIZED IRRIGATION DRAIN VALVE •.1 z M 1 ' DIA. CLASS 250 REINFORCED E CARBON SERIES I POLYETHYLENE SIDR FIBERGLASS NOT TO SCALE • M "STANDARD" 7 PIPE VALVE BOX •� 1" DIA. CLASS 250 REINFORCED I POLYETHYLENE FIBERGLASS 1" BRONZE SIDR 7 PIPE VALVE BOX CURB STOP LOOP TRACER WIRE FROM MAINLINE PIPE I TO SERVICE BOX AND BACK ALONG A 1 NOTCH 4" DIA PIPE BOX �N SERVICE LINE PIPE TO THE MAIN LINE PIPE 1" BRONZE LOOP TRACER WIRE FROM MAIN LINE PIPE OVER PIPE WITH 1/2"MIN 10 •� CURB STOP TO SERVICE BOX AND BACK ALONG CLEARANCE FROM PIPE SOP�10 1.5 TIMES MAIN LINE SIZE NOTCH 4" DIA PIPE BOX SERVICE LINE PIPE TO THE MAIN LINE PIPE �_ j PC PROVIDE LONG RADIUS BEND IN POLYETHYLENE MINIMUM (AWWA C-900 PVC) v j OVER PIPE WITH 1/2"MIN pE CO Mp\N BRASS STREET"L" �_ PIPE WITHOUT KINKS OR DISTORTION CLEARANCE FROM PIPE S�-O )6,1 RECOMMENDED gPC FITTING. PROVIDE LONG RADIUS BEND IN TAPPING SADDLE� I PRESSURE IRRIGATION POLYETHYLENE PIPE WITHOUT (ROMAC 1018 OR LINE (TYPICAL) DATE: 22-SEPTEMBER-2019 KINKS OR DISTORTION EQUAL TAP OFF BRASS NIPPLES TO BE USED FOR SECTIONS ) HORIZONTAL SCALE: AS NOTED SHORTER THAN 12". SECTIONS LONGER THAN 12" THE TOP WHEN =___ POSSIBLE. -- --7 ---- USE 1" DIA. CLASS 250 POLYETHYLENE SIDR 7 PIPE VERTICAL SCALE: AS NOTED USE 1" DIA. CLASS 250 POLYETHYLENE —t- PROFILE DRAWN BY: C.A.AITH SIDR 7 PIPE, ADAPT TO CURB STOP CHECKED BY: J.D.CANNING FILE: TC04SC MAIN LINE FINDER j NOTES. I PS.DWG TAPE AND TRACER ***ALL CONNECTIONS SHALL BE MADE USING COMPRESSION BRASS GRIP WIRE REQUIRED j ***ALL CONNECTIONS SHALL BE MADE USING COMPRESSION BRASS GRIP OA AREA FROM END OF SLEEVE SHALL BE PLUGGED 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 �3 F NOT TO SCALE V NOT TO SCALE I 1 NOT TO SCALE • SEE CONTINUATION SHEET C4.1 /� �, ■ V) Cm 00 /Vvo Oxg / POTABLE!NON=POTABLE 9 �yg e ^ 2 4. Sg?9j/@ \\«\ V6 / % CROSSING-SEE WATER / % ���/of �y�bS�Sb °tt t o E v�g3 v �.�o NOTE 2 �/ /4 i S6' 6gZ� H v N q p \� \uy� a i \ /I / °�. `� w, i Lm •cam IV V • ,ti .# tea m / ,�-� l/ - �i [0 1 / t uj /4 ^'l�/ � A00 Y. �• � �Oo�° �/ 3 RoQ /� � . - �V � 4x26, g� ; l i �o �. � � N O oo 2 ti /@Z. \4 VF 20� �ry^ 2Sgs26 /; \ N ci O n.� /QJG \ 3 Chi a/ / CN N �� f� A M c o cv - 40 v"v C� • \" �T / �Q i _ __ �> l a w / v C @,00O va Q�A cod 3 3 g ^PF • * j oo / Sg4 5 V / 8 co QIQ \ v aN m g � / �� L 9 i l m v ^ T 0 • 8"X 6" MJ X FLG TEE / "� v �v °i^ 6:: FLG X MJVALVE 4^qT/ON ,:' /�N/�yl i / `� `� �� o �p�p��i �s �4,0 "v"v •,�� / v� N(/ 3x4)0 d `71_ y / ,s <.F -*-A c a N \ Y6� pS POTABLE/NON-POTABLE \ 4^ 34G.p CROSSING s -- NOTE2IN p� 00j vC@200 • )OS�R fi 8"45° BEND U 4^ 44/ 63 r v v _ Z 113 co O O Z Q \ oft, �r � ZOZE Of C� p U w �b•z / �51% \� � � ;44.F \��\n\ �7 0 /m T �� - T �• A � 26 m �_ �y LL \ A' OQ 2'Ot/C - \ N� i� c: • O ; 0S `WZ35� V - _ _ _ ApA� _ o \V - 0 coaf > -OT - �� -� T V � A ��� �/I Z O 5 Q ke - - --Q �Q O G10 W W 2 2 cv� .. UI' w - < / \G .p �� n l o% Nan \(� �9� ` �Z ^ O WOCo LL pm n _ i1N L O A - °pw�'Q p �� 20� �� O S O T _ N O�p x --- / N° /�� w ° Zo o �,�� p 0 20 4I •r�l o LL LL W U N / O 9 OZ « �/8 a k\� tJ x yio ZQOOUJ • / � � � RI � �° 'p Q �' ZLL W Q �' ��p' 6, / \ SCALE; 1-INCH=20-FEET ►�� o O ¢ z A 14 ''[nV'J Ld oa � T/1 ^ 0) <0 -0+15 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 a z Z z O V1 � F- a � � a omzy - - - - - STATION =3+17.49 i- W 2604 -- - - - - J - - - - - T - - - - - - � - - - - - - - ELEVATION =2598.55 - - - - - - -2604- - -- - - - - Um � O STATION = 3+05.42 STATION = 3+29.55 H H F ELEVATION =2598.48 ELEVATION =2598.61 STATION = 1+10.35 STATION = 2+94.51 STATION =3+41.62 STATION =4+62.10 ELEVATION 2599.27 ! ELEVATION =2598.45 ELEVATION =2599.29 STATION = 5+47.15 STATION =0+72.09 STATION = 2+83.69 ELE ATION -2598.66 = V - ELEVATION 2599.72 � STATION =3+53.69 2602 2602 - - -- ELEVATION =2598.95 - - ELEVATION =2598.48 ELEVATION =2598.75 - -. - - STATION =5+34.11 STATION =0+60.10 STATION =2+71.63 ELEVATION =2599.04 ELEVATION =2598.55 STATION =3+90.11 ELEVATION =2599.65 STATION =0+41.04 STATION = 1+74.94 STATION =2+59.56 ELEVATION =2598.93 STATION =4+75.22 ELEVATION =2599.09 ELEVATION =2598.61 STATION 4+01.22 = ELEVATION =2599.36 ELEVATION -2598.47 STATION = 2+47.49 � ELEVATION =2598.99 STATION =0+00.00 - - i - - 2600 ELEVATION =2599.26 - -- ELEVATION =2598.66- -1 - - - - +- - - - - F- - -- - -t - -- - - - - - - - -- -- - t- -- -- - -{ - -- - h- - -2600 - 0 0. 0°! FINISH STATION = 2+35.42 0,50% o 1.02% ----------- /9.fiQpk 2/0 -0.02% 1.34% ELEVATION =2598.75 0/ 0.50% -- EXISTING GR( � I ------ 1.43% - 1 -- ---- 0.50% 0.50% 51 0l 0 ------------- - - ----- `_�� ,,` ------------- ----- WISH GRADE ------ ---- u _ F i Y ii ISH_GRADE ____' _ - ---- MANHOLE W-6 ----- ----FINISH EXISTING GROUND- - ----- -- --- - --- - - - _ -- - - -- - - - - = - - - - - - - 2598 - - - - - -- T--- - - - - - - - - - - - -- - - - - - 2598-- - STATION 0+00.00-6.00' R - - -- -- MANHOLE W-5 • RIM = 2599.26 STATION 1+23.88- 10.00' R MANHOLE W-3 4" INV. IN =2596.13 RIM =2599.10 STATION 3+35.94- 12.43' R w RIM =2598.38 LL O 8" INV. OUT=2595.79 8" INV. IN =2595.05 8" INV. IN =2593.99 N DEPTH =3.47' 8" INV. OUT=2594.95 �- -- - - - 34 L.F. 1 ) = 93.89 DEPTH =4.15' _ ___ - _ 8 INV OUT 25 40 _ - - --- - -- -- DEPTH -4.4g' 2596 - -- F. 8"CLASS200SDR-21PVC : - ° - -r - - - --I-- - -� - -- - - -- - -- - - - - 4 - N -259 - - - -- -- - -- 123.15 L. - - 2' r " PRESSURE IRRIGATION 6 �' z @ 0.60%=0.74'DROP j 2630!° PVC @ 0.22% SCALE: 1-IN�H=20-FEET CROSSING SLEEVE Lij 1128.1 L.F. 8" PVC @ 0.40% 0.51'DROP DATE: 22•SEPrEMBER-2019 87.61 L-F. 8"PVC @ 0.40% =0.35'DROP m w 0.64' 2 HORIZONTAL SCALE: AS NOTED - - - -- - ...._.. - - __. PVC_@ ... -- -- - - - - - -- - -- - -- - -- -- -- -- -- -- - -- - - - - - - W 2594 - -�- - -- � � F 12 - - - -- - - o = . 80 L.F. 12" PVC @ 0.22% Z _ VERTICAL SCALE' AS NOTED 301.38 L F 8" PVC @ 0q0% 21 1 ' DROP = O - MANHOLE W-4 U Q DRAWN BY: C.A.AUTH STATION 2+53.27 - 12.46' R ( Z CHECKED BY: J.D.CANNING RIM = 2598.38 I- z FILE: TC04SCPS.DWG 8:: INV. IN 2594.44 _ ..- -- - -- - 2592 - -- - r - - - - 2592 I ', 1 � 8 INV. OUT 2594.34 � � � { _. . -- � _ -_ _ U DEPTH=4.04' W W POTABLE/NON-POTABLE 1 coSHEET NO.: CROSSING -SEE WATER NOTE 2 2590 C../4 . O -0+15 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 '� � ," SEE CONTINUATION SHEET C4.4 ,I �n SEE CONTINUATION SHEET C4.2 c CO 000 N ��� cc o,l� S I 3d"I• Al V9 \ `t V • ao E © o z II - mo 0 L o ii � _ /N >, N m 6 5 y' I~ Y/ > NLL O II IW v � m m --- I � �c> iI ( IL- �\ V ■� W ' POTABLE NON-POTABLE • ai � Q cO I �i CROSSING-SEE WATER c c ro V I I Imo ` �` I ( �� NOTE ® L E c ai co � `•01 � - �. �m I w my u� �CY) .a ,�0 .� l j (%00•Z @@ OAd -V_f1 t7£ t VK9Z= 'ANI "4 `� o rn w M m © j I z \ � - - ��- Lb'80+0 N011t/1S s� w�- m o >' 0 11 to C,4 IN OII I l\ o f 8 L.F.12" ,�.. (�\ I a. \ e C t U PVC 0 If) .� d. qj � 29LF.12"PVC(a)0.22% Ai I A 8"X'6" MJ X FLG TEE �s SEE CONTI NUATION SHEET C4.4 I " o �w 6" FLG X MJ VALVE ----- c PVC @0.12% is (a - � � °---ram I � a c " xa I U - - - -- - -- > mI - 5J • - ® - -w-w-- ew' w-w-w-w-w-w w_ w-w-w-w-w- -w- w-w-w-�.-w- _ /� = 1 z J �:r W 1,172 L.F. 8" PVC-- 0 - } i y \ �� a , I 5+00.00� 0.00 0+00 I ` 9+00.00 9+47.01 �y-S- � 111- _ _ .00 _ O �= - _. -�� I \ a-�-�. t I h EAST TERRITORY STREE i t I 1 90 21'8' _ _ 3 _ z ¢ - , ,' 1. _89"38'57 l a E I I �pL H g N ... . _ -® -� SEE CONTINUATION AT LEFT O a o i ,,- o - 8 0 ll g \ �Q - -- o - - - o -- -- -- o - - -\ - 3d"L 'd'1 45 W N miN ` ,A, aNAj LU I@ YY �2 I � >' CONTINUATION AT RIGHT SEE G v/ v I a m a li ( v 8" FLG TEE 1 ` POTABLE lNON-POTABLE g 1 2-8" FLG X MJ VALVES / y `� s CROSSING - SEE WATER 1 -8" FLG X MJ ADAPTER I I ;� \ Lo nl� NOTE 2 e 4�IN cq bo I v " _ w `.- u) N u) N m N [1M / "o $ %007 @7 OAd"4 --A-1 1'£ Z8•£69Z = 'ANI "b O z p I I - 11 z 11 �V/ O D L w J z ` 0 0 j O � ' V ��j �► - y' i f, . , 96'65+9 NOIIVIS 1= Z 1= Z 1- z V • Z00W � v / ufid I _ �i ��/y m0000} i - Z c0 s �/ • � m F- �� y- 0 m I -0+40.00 vV 0 w W `t x : N WOW ` / ( %zZ-0 @ 3Ad.zI,,=I ea •� M fn co w O 22 23 , � ; �., " W LU NORTH 24 I i ,� i I rn� /� / ^ � x � miwo 0 20 40 - a i i • cJ, p � O u~i LOL W 0 -y / i` U �� O ¢ O 0 F z •r"1 nvz °-Z SCALE: 1-INCH =20-FEET ,' / x I �I vl to O I.2 Q O _ � 0 20 40 �"� *� z0Ow < i ¢ i ¢ w < o I \\ 1 V SCALE: 1-INCH =20 FEET •� z0 Z ¢ i SEE CONTINUATION SHEET C4.0 '�, W _ •�"I /"1 o a F- _ 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+70 ��i o O z o ¢ ¢ M F'- d w ((Dw � -2604 -- - - - - t - E -- - - - � - - - - - - - - - - -2604- - - - 2604 ! - � - - -- - - -- -- - -- - - I- - - -- - - - � - - - - - 2604 U00, ¢ �S - STATION =6+92.16 STATION =6+92.16 0 H O ELEVATION =2599.59 ELEVATION =2599.59 2.10 2599. STATION = 5+47.15 STATION = 7+15.01 STATION =7+15.01 STATION =6+03.26 7599.29 ELEVATION =2599.72 ELEVATION =2599.44 71 ELEVATION =2599.71 STATION - 5+34.11 - - - STATION =6+23.22 - -- -- - - -- -1 - - - 2602 . - - - - = - - - - -- .. - - STATION = 8+56.60 2602 - - -- - -- - -- 2602 ELEVATION =2599. S ELEVATION = 2599.34 STATION 7+299.50 STATION = 7+29.50 ELEVATION =2600.20 ELEVATION =2599.65 I I I I � i STATION =6+47.38 ELEVATION =2599.42 ELEVATION =2599.42 N =4+75.22 ELEVATION =2599.37 STATION =7+39.50 STATION =7+39.50 ION =2599.36 ELEVATION =2599.59 ELEVATION =2599.59 SH GRADE _ - - _ 2soo... - - - -- -- - - - - - - - _ R- _ - _====2soo r 2soo - -- _- ---- ------- ---- -------- - - -- 2600 i � 0 __ ^___ 0.50% _FINISH GRADE 0.50°/ _ __ ------ _ - - 4fi0% �F9pTo -0 5�°10- ----- 2.0 01 = w o GROUND UND V W INTERSECTION OF J EXISTING GRO _ 0.50% ___ p ___ _ _ f}50%--- 0 200 EXISTING O EXISTING GROUND --_STATION 6+47.38- _ NORTH SAGUARO. LAO - HILLS AVENUE 9 z O MANHOLE W-2 - - - - z _ - - - -- - - -1- - - - - - - - - - - - - ~ - - -- - - - - -- - - STATION 6+37.32- 10.00' R - -- -25 8 O O 2598 + - -- - - - - - - - -- -- - - 2598 z 2598- -- - - - - MANHOLE W-1 t- • I- F ¢ MANHOLE W-1 LU w STATION 7+15.02- 10.00' R ¢ � LU LU ( RIM = 2599.12 RIM =2599.51 z z STATION 7 25.02 ON CL Lu z N 8" INV. IN =2592.67 F F- RIM = 2599.51 N O " 8" INV. OUT=2592.57 - - 8" INV. IN =2592.27 z 0 8" INV. IN =2593.27 " z I 0 20 q0 = - 8" INV. OUT=2592.17 O 0 0 20 40 = V J 0 8" INV. OUT=2592.17 U 2596 -- " -- 5 DEPTH =7.34' 2596-� - w-2596 - - - -- - - -- - - - - - - - DEPTH =6.5 - - - - - fi - - -- Z - -- - - w w DEPTH =7.34' fi Z - - -- w - W EXISTING MANHOLE w SCALE: 1-INP,H =20-FEET 12 STORM SCALE: 1-INCH =20-FEET r y STATION 9+45.43-ON CL Lu DRAIN ) RIM = 2599.06 ¢ CROSSING ¢ DATE: 22-SEPTEMBER-2019 8" INV. =2591.06 w !.--_ --- -- --- : ........ ....... =8.00'--- - , HORIZONTAL SCALE: AS NOTED - - - - - _ -- -- -- - -- - -- - -- -- - -- -- - - = - - DEPTH - - - - -- - o 2594 5 CONNECT TO EXISTING : 1.21'DROP = ' , _ ,, VERTICAL SCALE: AS NOTED CLEANOUT-VERIFY ( U ELEVATION PRIOR TO DRAWN BY: C.A.AUTH INSTALLING ANY NEW LINES CHECKED BY: d.D.CANNING 73.89 L.F. 8" PVC @ 0.40% =0.30'DROP FILE: TC04SCPS.DWG 129.59 L.F. 8 PVC @ 0.40%0 =0.64' DR - -- - - - - - _ - - -- -- -- -- - -- - _. OP, 2592-1 - 2592 - 2592 2592 POTABLE/NON-POTABLE ! ( SHEET NO.: CROSSING - SEE WATER NOTE 2 r 1 2590 tJ • 1 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+70 1 ` ` 'o N O O LOT B 1 � i O N I � - - I m -=-------- ------ - --- ----� Io / mod 0 m E I ; LOB �I 0 /A � o N COi ` AI/ a i ° 1 � bw O X ` ! - A / /I\ T N L e ' I Eol \ � � YC co a .. i • y / %i - - a� oo j NORTH Lu i v - - COMMON I ,3 e \ 0 20 40 I - 10 c o ¢ AREA � �' , � O SCALE: 1-INCH =20-FEET -- 6 ® 7 I I - - STATION 0+84,83 1 1 17 V 54 L.F. 4" PVC @ 2.00% 4" INV. =2593:99 if STATION 0+78.65 \ 4" INV. =2593.56 34 L.F. 4" PVC@ 2.00%o \ _ -- - - I z N - N N N N M n m �© Lo + 0) M N � � - + MSA + to o 4-INCH WATER SERVICE �'� N "� 04 Z FOR PRESSURE / - I +o i I _ // O Ir O ° o �� IRRIGATION BACKUP- I c : i F > > I= Z SEE SHEET C3.3 FOR + + ' POTABLE/NON-POTABLE ¢ Z Q z - �o , < F = 8"X6" MJXFLGTEE POTABLE/NON-POTABLE I CONTINUATION , I /CROSSING SEE WATER S v 6" MJ X FLG VALVE NPL 94/j CROSSING -SEE WATER ° I' -; 8" FLG TEE I i 0ybp ?'2 NOTE 2 NOTE 2 i 8"X 6" MJ X FLG TEE SEE CONTINUATION SHEET C4.3 '' q I 2-8" FLG X MJ VALVES ----- 8"X 4" MJ X FLG TEE � I 6" MJ X FLG VALVE / y a g o 2 -8" FLG X MJ ADAPTER o l a - , o ° �ro o 0 - - -- I 4" MJ X FLG VALVE ' e ,L, ° I .:--------- I - ° e '-� - °80 - - -�N *- LLr' - <,: rN d` �,.. LL°° LLae° \ �` d I °`� " I>co mr ° , deN °° °I>� WoLu LU Lu % _ LLww-w-w{ =.-w-w-w-w_wl-"W _w=w-w-w-._W=w-w-w-w-w-w -w-._wLL -w_ _-w_w_w_ - - _ = -_-_0.50%.-w-w- =.w _ -_ _ - _w_w-w-w_ -w-w-w-w-w w -w-w- - _ _w-w-w-w- - - _ - IJ to o 1,172 L.F. 8"PVC w -,- _ - r, �J_ __- ____ ; - Ww -f w wI I� z - -`_ - - -._ - 3� 000 Q +00.003"'9�09'34" I -4+50.00 -0.50°/a . . - 5+00. 5 %00 0 Z 0+00.00 ,- - - _ - '1+00.00�' Q - 1+50.00 =�213 L.F.12"PVC 0.22% 2+00.00 _ - -2+50.00 - �00 00. - _0.50% - -£5r I_ - - -.-- - - - - -'-- - _ - - - - -"' - -_- -y- I- F- p Z Q - -r Q q W U - ___ - - _- I o �� EAST TERRITORY STREET \' - I F Q O z p LL __ 90°218" 9°3 52 - - '- _ I E�1 _ _ _ - _ Z z F¢' LU Z E 3 , 8 6' _ -- L - - - - -�_ M- _ - _�_ �_s_� -R_� _�_ z o W _ _ /� - Z _ - o as 65 sa .R ea „-.a _."_as_sa_�-u�-o-`� .� ss i.,-R-"-as--a-- .69/0 �(( (,�} _ _ .-- _ - - - __ _ - �o __((//��J� `/ p - -0.50°h �o - � o . ' � ' I I\ ao / \ . ro « ..� _ 00- - /� °-O _ - - -O - O m pp $.-� m as � �{( (]} �C%%n " n0 - O _ NO O - _ ,. _ _ - - - - _ _ _ Of w N a N r N _ N „ N 89'59'26" 9o°o'34" ' k ( � . w • ¢ m w F- 101 w - / a > > Ak > e \ ' rW W - e a ° n; Ir Of ° , _ a e. 4 e d ° °I° . m _ ° ° ° I d � e ° °d l W - I I= , ' o _ la a . ° e l= ° Ia d -e � a W _ _; a e it ° ° W I � �- g po ItLL: ,I"� ILL I� 0+ 0.00 lu ILL �� I f i ALL IJ; ILL •�1 gv~i wo LL J J J ( � SEE CONTINUATION SHEET C4.5: , I a { -1 w w s � J I� I I � I�� IM � M , v �� M 1� � � � p � Le ° 3 M 3 M - I- ��I /' i - - o ' I �' / solo - _mlv cOlco - ", -rl m z ' �,ji m � �I� W O m i r- v � ' , ti co " - _ „ I r*: � , � - � � N �, I W' '� ' � of �;- •0 � v Z _ `V � d s - - / O N ^Z / oAi / / � rn co 0) 8 FLGTEE <ro° Nrn ,' I / �I i '+ w + o nF w � 5 + u° .i i + "' / o N N 2-8" FLG X MJ VALVES N N-_ M N / v N --to N O S p i i O N 11 � 11 �- � Z. II� - °^ ,I / � LLI� � Z �� � � / � Z II � ��� � LL LL w U Z 9 z �� _ z - 2- 8" FLG X MJ ADAPTER z o p O p > O > '" p > I N� o >� ' > zoo p Wiz; _ � � z Wiz^ - z > F= z � z, ' �� QZpLL � a �[ �.., . � ? � - - C� _ a - U-, J - yv \\ � � Q�N �� mom � ; y,'�', I � v '' - � v o � _ � •� o0X: op 0. 0Q -0+15 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 a z 0 STATION =2+05.03 STATION =2+31.19 Q M F- n ELEVATION =2600.03 ELEVATION =2599.89 w (Dz vj _ STATION=2+84.69 H z L _... _.. - . - - -- -- - - - - -- - - - - - - -- - - - -- __. -- - 2604 _.._ ... - - - - - - - - - - - STATION - 1+79.40 I - -- -- - - - - - - -I-- STATION -2+41.63 -- - - -- -- -- - - -- ELEVATION =2599.63 } U X STATION = 1+27.57 ELEVATION =2600.15 STATION = 2+11.04 ELEVATION =2599.84 1 o F 0 ELEVATION 2600.41 STATION = 1+72.81 ELEVATION =2600.00 STATION =2+49.18 STATION =3+16.91 STATION = 3+82.73 STATION STATION = 1+08.09 ELEVATION =2600.19 ELEVATION =2599.80 ELEVATION =2599.79 ELEVATION =2600.12 ELEVATION ELEVATION =2600.51 STATION = 1+66.14 i STATION = 3+26.68 STATION = 3+94.75 STATION=4+74.68 STATION = 5+45.82 STATION =2+57.09 STATION =0+00.00 STATION = 0+85.30 ELEVATION =2600.22 ELEVATION 2599.84 ELEVATION =2600.18 ELEVATION =2600.58 ELEVATION =2600.0 ELEVATION =2599.76 __- -- _._ ...:_ . ...-_ __ - --- -_- - -- -- - 2602 - -- STATION _ - - - - - - - ELEVATION =2599.97- ELEVATION =2600.40 - - = __... __ _- _ -_ - _- _..- _ _- _- - -- -- -- -- -._.... -_ _ _-- -_ __- _ _ - - ELEVATION +2800.21 1+59.40 ESTATION =LEVATION ON2+7591 STATION -3+49.98 STATION 4+38.98 STATION 5+02.61 ELEVATION =2600.25 - 9.67 j\�� ELEVATION =21599.95 ELEVATION =2600.40 E =2--- - - ----- NG GROUND ------ ------------------ 1 ---- - 4-0 ----- --- --- ------r� ------- --:------ ----- I 0,50% IT- -------- ', -- - ---- --L-------- --- ----- �� ; ---- o.5o°i° / I ---- 0.50% `-0`20_°/v -0.50% -0.50% -- -- - ------ --- --- ----- ----- - \` , o EXISTING % 0.50/p FINISH GRADE E - - - ------ - = b0% - - - ------ 0.50% n 0T10% - 1f� 2600 - - TI FINISH GRADE - - - o 0.50% - !, - - -- -- - - - - - - - - - - - - - __ EXISTING GROUND ___ __ __ 0"', - I---D.5o 0 0.50% - ° FINISH GRADE STATION 3+94.75- STATION 2+11.04- M 1 ! INTERSECTION OF -0.50% I 0•5G% 'NORTH MOONEY ! 12" GRAVITY (. NORTH MORPHEUS I I FALLS WAY ( W PLACE i w IRRIGATION - - - - - - -1- - -- - - -� 2598 - - - - - - - - - MANHOLEE-1 CROSSING MANHOLE E-3 r 0 STATION 0+00.00- 10.00' R STATION 3+82.72 - 10.00' R W F RIM =2599.77 RIM =2599.92 LWL �1y 8" INV. OUT =2592.90 j 8" INV. IN =2590.90 N z r^ O DEPTH = 6.87' - j 8" INV. OUT= 2590.80 '_' 0 L J - -- - - - - - - - - - - _..- . .. DEPTH 9 12'- - -- - - -- -- -- U . . 2596 _ _ p� - -- -- -- - - r -- - - -- - --f - -- �- - -_. .. 1 z - - - - W 2" PRESSURE IRRIGATION 213 L.F. 12"PVC @ 0.22% ( SCALE: 1-INCH = 20-FEET CROSSING SLEEVE j Lu MANHOLE E-2 Q DATE: 22-SEPTEMBER-2019 j j STATION 2+05.00- 10.00' R I HORIZONTALSCALE: T LE AS NOTED 2594 _- - �_ _ � -- __ __ - -- - - _ �._ -- -- i __: _. _ •- __ RIM = 2599.80 -- - - - - - _.. _ - � � _ _-. I - -.... i.. ... --- - - o - _ 1 _. _. - -- -- 8" INV. IN =2591.69 VERTICAL SCALE: AS NOTED 8" INV. OUT=2591.59 DRAWN BY: C.A.AUTH DEPTH =8.21 j I I CHECKED BY: J.D.CANNING 201.00 L.F. 8"PVC @ 0.60% = 1.21'DROP z PILE: TC04SCPS.DWG T2592 - - - - - - - - - - - - - - - rt - -- -- - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - -- -- -- - - - J-- - - 173.48 L.F. 8"PVC @ 0.40% 0.69' DROP ( 197.52 L.F. 8" PVC @ 0.40% =0.79' DROP F POTABLE/NON-POTABLE SHEET NO.: CROSSING - SEE WATER NOTE 2 2590 C • 2 -0+15 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 x .c -r cc ., � pUUG V :"xcI'..V I V�L_, 991 ■ i 0 N 4 s/ - L, 0 C M If) A / / c C 00 N It in i ffi nuS r o E s I )6,l N 8 o� I ) � L o X aa) V: li N ffi U m 29uj N c iIa o ° aI I I as ` Z \ � i�i° , Lo 0 '� ° O fA V ' zi. d'l Et °T •my cM w I i i C7 i NORTH M 6" MJ VALVE ffi � `°� rn e Q c u 00 0 20 40 NM I © , 00rn ffi iR = Wo + IT r . + In i + \ p ' o r _y N 8 s 1 = ICI i CD N . t\ I-v v - I Z p / ° / � Z 11, _MV N tq COJ o SCALE: 1-INCH =20-FEET z II O O I o ffi 2 NI % 0 i ' ' - _. ' \'a. ( o QZ , /ii Q-. \ ( x '' i O � O ke° z z V U O I LL � ? p o I I H - � - 8" FLG TEE I , Iz �I �; ; - U 2 -8" FLGXMJVALVES - U v i s "v U � �� I S a a` 3 ffi 2-8" FLG X MJ ADAPTER N \ r- ' e 4° i - _ SEE CONTINUATION SHEET C4.5 w - I ° / - ' o - ° - 9 � % i � � 00 Z @7 OAd "�'d'l -O- - �v ' ®� rig N Lk, v �? v �M- 'y > > SEE CONTINUATION SHEET C4.2 a a m e m N ' I ( 89°38'52„ I e LL - - - -_ / = a o �1< d v w -" - -w- -"-. - -" - -^--ELL:- --" 8 d l bVZ 1,172 L.F. 8"PVC I ' / �Ad 9 LO 4° .00 J m w 8"X 6" MJ X FLG TE - - 3+1 .00 i �' ( �� I k/ I ' ffi z 6" FLG X MJ VALVE o - I ,_.''7+00.00 - 3+ .0 �/'1.00�° 2+50.00 ( 2+00.00 v . 1+50.00 - -o.5o°i° 1+00.001 - - 0+50 00 ', p+ 0(� A, 5+50.00 -0 50%''-- 00.00- _'_- - -6+50.00= - "- c -�- - _ O m i - - - - i - i- - - y� ' a- - -�- -+- M' 3d .1. - -_ -POTABLE/ NON-POTABLE- D ` 6A�% ffi 1=� / I NORTH MORPHEUS PLACE O o „- -ffi- _ STATION 30 _ - 1 o CROSSING - SEE WATER ,ffi 2+61. °o° z ¢ E=5 a 4" INV. =2594.68 I x x x x =a -x-x-x-x x" -x- - - = -x-x-� - - F NOTE 2 - - - x-x- - - - - - - - - - - - - - - _ - - - x-x� -x-x- - R - x-x-x-x-x-�- Tm-$-x�II-x-� x- x- _x x ®-.4P d x\ x x w p x z _. _._ -r° T -1_� -_ 51 L.F. 4"PVC @ 2.00% °lo "�` ' ' � 1e x 5 � rY � _ i� ;2 Lu _ ffi 26 - C _ x x x� O � _ ao � -_ eon _ _ � �i � tL����� - ��� J i ��,� -�go'- --- -- xffio - _ A xa cap � p w `o- �° ° - - - s �� ���G@' olo / " ,- / �i a ®N ` v N� Ua I �@ I @ EE CONTINUATION SHEET C4.2 N @ S v P Po ffi �. a._,_._. --T>,_ ;_s ° ° -.d- /.- �s/eQ �- 0 ' / ' °J -> o V. A I I 81 e , n / 1 i LL ILL ffid ffiLL a aLL ffi �J, , ' � U f' (� (J w - �'� / / �o m � /' / °� a i� i iM /°00'Z (+71. OAd .3,'J'lbE ti Nm / __ - - v ° e i 00 Lo I / btO a m\ - - - - - ffi _ 000 o _ V'I< / t 00 x° a °s a LL ! / I a) b v �I l� ffi 9 rco 14: -It �,� 8" FLG TEE + '� + r' / ( N 'I + N o N 3NIl HOlt/W z o - cm / 0 m ' �+ tC14° 2 8" FLG X MJ VALVES o N��3 __ co N co z 11 i Z u �� ( I' z V H Z 2 8" FLG X MJ ADAPTERS -- �� z 0 > / r I ° a O j O - g I z _ Owl V - i 1� - Um O O N w m IN 9 1- Z t- Z o C } � V i � In ' _ CfJ i + tn Z- I r o� �� ; • ¢ mil_ z0 u > Flo w 14 ffi w Z o Lu --_--- - e° a \ M � V�I - N N 4 - - 3 Z :D2 - I � � UchO � a ffi` � � U ,' � � U ¢ 00 I mM � ffi`'� � w = wo -- z% z I wwzF- � � / � cn I v1 ' - - � Z � pwN i ffi o ' - - a- / N1 0 20 40 K .. ..3 �E) ffi LL LL W Lu O { CH 20 FEET S� a z LL z ¢ V SCALE: 1-IN = o O ¢ ¢ L0a � �VJ uz ¢ O � 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+35 3+09 3+00 2+80 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 -0+40 ^� 00 o z Z ao STATION = 0+40.00 coaMZ - - ELEVATION 2600.18 w C=7 UJ Ii -- -- - -- - - -- -- -- - -- I - TION 0+02.72 _- ..- - STATION =-0+28.86- - ¢ O ¢ - - - - - - - - - ..-... - - - - -- - - - - - 2604 2604 - - -- - - - - - -- - STATION =2+41.28 - E EVAAT ON =2599.98 ELEVATION =2600.06 U j O STATION =6+34.82 STATION = 2+95.28 ELEVATION =2601.81 F - STATION =7+31.54 STATION=0+08.78 STATION =-0+22.39 rn ELEVATION =2601.46 ELEVATION =2601.54 ELEVATION =2599.82 STATION =5+76.61 STATION =5+84.04 ELEVATION =2602.11 ELEVATION=2599.97 ELEVATION = 2601.09 ELEVATION =2601.12 STATION =6+50.61 STATION =2+85.28 STATION 1+g4.84 STATION =0+30.78 5MO93 _ ELEVATION =2601 ELEVATION -2601.37 ELEVATION = 2601I 17 STATION ON1=2900.96 ( - - _ - _ STEVATION =2600.12 STATION = -0+09.72 STATION - 5+9604 RA DE STATION = 1+41.36 ELEVATION =2600.27 56 � - - 01.15- - - == 0�8/� _ 2602 2602 ° - - - - ELEVATION - 2599.99 ELEVATION -26 d•68% FINISH GRADE - - - - 0 00/ 1. 1.�8 ELEVATION =2600.77 = 0+50.74 - - - - - - - - - - - - - ° _ _ _ _ _ ------ - ION =0+43. ____� FINISH G o ----- -------- 145/ .. o --- -----0. 0°r---- - EXISTING GROUND = --- o° FINISH GRADE N N 2600 31 1 ---- 1.3870 0_5910------- ------ ---E EVAT O ------ EXISTING GROUND +--- ( -- --- ----- NG GROUND /o ° 0.50% STATION5 90.04 EXISTI - ---- -- -- ---- GROUND I `- ---- -------- NORTH /- - - - - - HERITAGE - - - - o - -- -.. -_ - - -- - - - 2600 2600 WOODS PLACE -:- -_ - - {- - - - -- � � -- -- � -- � - - -j- - - - -- -- 1-- - -' .240 1.66 ° o , N - - 2.00/v 3.44 /0 � ( �� Ljj U w �+ _w ' LL Q 20 0 x 4" PRESSURE IRRIGATION w N -- --. ..- ... __ _ _ .- N U-- -- - 2598 2598 -- -- - Z - _- - z CROSSING SLEEVE - - .... -- MANHOLE E 4 F j O SCALE: 1-INCH =20-FEET _ STATION 2+61.30- 10.00' L w ui RIM = 2601.53 z ¢ ( 4" INV. IN =2593.67 N _w a 8" INV OUT= 2593.33 (�1 z ( MANHOLE E-6 DEPTH -8.20'- - - 40 = - .... - - -- Cl- -; -- - O _Q _ - - 2596 2596 -1 ..... . - -- - -; - --.. _.. -- -- -- f - -- z I 12"STORM U -- -- MANHOLE E-5 _- 1 - STATION 7+28.00- 10.00' R w SCALE: 1-IN¢H =20-FEET r DRAIN w STATION 5+84.00 10.00, R RIM = 2601.89 ui CROSSING MANHOLE E-2 w RIM=2600.g0 8" INV. OUT=2592.53 ( J STATION -0+10.00- 10.00'L DEPTH =9.36' ¢ DATE: 22-SEPTEMBER-2019 8" INV. IN =2591.69 U RIM = 2599.80 POTABLE/NON-POTABLE ( w 8- INV. OUT= 2591.59 8" INV. IN =2591.69 HORIZONTAL SCALE: AS NOTED CROSSING-SEE WATER :... __ -__ - -__ _. DEPTH =9.31 - - - -- _; -_ .. 2594 2594 - - - - - -- -- -- - - - - - -- - - NOTE 2 _._. -_ - i _ .- ...__ --- i .._._. ___ - .. 4....._ -- _-_ __ -__- -. 8" INV. OUT= 2691.59VERTICAL SCALE: AS NOTED I i I DEPTH= 8.21' DRAWN BY: C.A.AUTH 267.35 L.F. 8"PVC @ 0-60% = 1.60'DROP _ CHECKED BY: J.D.CANNING w _ FILE: TC04SCPS.DWG - - - - - - - z 140.00 L.F. 8" PVC @ 0.60% -0.84' DR - -�- - - - � -- - - I - - - - - - - - - - -- - I- - -- -C - 2592 2592 -� - - � - - - - -- - � - -- - t- - - -�- - - - T I � ! T SHEET NO.: I 2590 2590 C4• 3 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+35 3+09 3+00 2+80 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 -0+40 / oI ■ � nc\1 _ I a� 19 I� a CL M 1 - N , i IW CC v N LL - IN 6+00 i , , I - _ y c to m y i - _ -- I i / A / � �� ��. O _ I ( N +, LID i m a (°i N / , I /1 _ - 1 �° 1 O - 1 •. Lq o. / I - 1 m -o w LL ch O 11 Q ? o co / m o CD 11 �' /�N I I � w I 4 �, /'ai v c+') N / / + N f N Lc) - } I /' ' e w N 04 r z n / z i / �� z u / 1 I �g( w ui _ � _i. 1 - _ - I o_ M/y� 12"X8" HOT TAP TEE °4 �� CROSSING POTABLE �SEE WATER� o Qz az Qz 1 >� ;LM- . 3d, dlt?S s"�M-". WU � > 8" FLG VALVE LL NOTE 2 \o � � w v U v / / U v >> I , a w 8" FLG ADAPTER o; wa > a a� 8"X6 FLGXMJTEE I a' 4 VALVE / �` a: i 6" FLG XMJVA E I > c� w( z i t------------------- --------- -- _-- --- - a IN 5+40 - \ - 1 �� o cm.. so o s f $ o r>- - a a a. a ° ° Q ' ®� ' - U6 i ( @�i SEE CONTINUATION S T C4.1 Y - Y d - a - a r o I %00'Z Cn J/�d "-p-•_Q- .�._.-.-.-M-„ Q,-.-.-. .-. ,.>.,-.-.,-„-.,-� � „_.-.-.,-.,-,.-..�.-M=�- -„ "_a2 -0°50% �8 d1669 �� -o'- - DD - - -®-A __ W - LiJ - r _ Ond i 1 �IN �� -2.00% -3.14%, -0.90% U o m - m s_ _ _ _ _c - NORTH SAGUARO HILLS AVENUE 4+50.00 W 4+00-00 ° 3+50.00-_ _- 3+00.00 ." 2+50.0 - 2+00.00 1+50.00 1+00-00 _- 0+50.00 N \ 0 M A+40J w o _ - _ oso , - �_b_y_a_ _�_�_�-�_� K`n gr DIM of _ "�� - ,- I + - , V .'_.-- I V ��o\°°� c0 -_ - ,�. -'- _ __.ar -_ O _ __ _ _ _ _ _ - __ _ �_- _ __ °hZZ'O��Ad.ZIL'd;l B4 SD, i �C LL C� , � . p _- 1 �- 0.57°° °o - �� 3 ® ® SEE CONTINUATION w : -� o - c �� ��J INUATION SHEET C4.1 0 `� d �k - e (' 9 P S )N 4+801 Q - ,a -- " �> p5 I e LL LL . /POTABLE/ NON-POTABLEF. 1 , a CROSSING -SEE WATER 8" FLG TEE . e . �11 NOTE2 2 -8" MJX FLG VALVES ' ' J �• �, - / 8 FL ADAPTERS a / ' - LL _ co r• rn1N , (' - 1 Ii W � r of � �M '2 - G X MJ A ERS i V' ¢j vi �� �= o Z o � rn+ o� � pzQ / cnN a Ozo - rn / Z A �� /Z 11 _ ` i - J Z F- " } L' / O v i .I / -�+.1 ¢ ¢ i -_-. - v -a-m- �� w 5 LL LL / IF o > �' " / i bZ'b69Z= ANI "b_� %00"z @ OAd„b l _ I ��//�� o m o vJ 0 (1) F z / 6b'6L+9 NOIlylS -ry Q w � v / /� ' R Z � QQ I �� ( J Q O Q / '� �� ,/ •� w W S Z R Q )N420 � Oxwp / XxT 0 20 40 "�- d ,6 `j b9 �/1 O O - Z I I i �/J •� wvzmZ w U � Oa O 1 1 ' m _ \ SCALE: 1-INCH =20-FEET i 3d�S •� � U a'I �. 0 LL LL 1 i Q i Z M / 3d"L '�'lEE •1 MZ � z •� 0) ii 5+30 5+20 5+00 4+80 4+60 4+40 4+20 4+00 3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+40 2+20 2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 -0+4 o o Z O mzwz I I i I I I I f I I I I I I I I I 1 I I I I � Q2v STATION = 3+91.94 STATION = 3+88.53 I I I i V 1 Q = z ELEVATION =2600.66 - ELEVATION -2600.64 - - - - - - j ! STATION -0+25.65 w U - U STATION = 3+93.97 STATION 3+68.88 ELEVATION = 2599.27__ STATION =-0+40.00 0 z - - - -- - - - - - - - - - - - - - -- - - - - - � - - - - - -- -- a0lz 21 - 4 - - - - - ELEVATION =2600.67 - - - _t- - T - -- ELEVATION =2600.55 STATION =-0+24.50 ELEVATION =2599.41 U � STATION -4+60.64 STATION =4+02.74 STATION =3+60.16 ! OJ H ~ H ELEVATION = 2599.25 STATION = -0+29.50 ELEVATION =2600.57 ELEVATION =2600.72 ELEVATION =2600.50 j STATION = -0+18.12 ELEVATION= 2599.34 v7 STATION =4+64.65 STATION =4+11.21 ELEVATION =2600.55 I ELEVATION =2600.76 STATION =3+5L57 ! ! ELEVATION =2599.25 ! - STATION =4+73.01 STATION =4+18.34 ELEVATION = = 3642.8 STATION =2+43.70 _ + STATION 0 16 50 I I -- - - - ELEVATION=2599.92--- - -- -- - - -- - - -- - -- - -= ELEVATION = 2599.25- - -- -- - 2602 - _ELEVATION =2600.49 - _ -- ELEVATION =2600.79 - -- -_- -_- -- STATION =4+8g.g5 STATION =4+19.75 ELEVATION =2600.42 '1 STATION = 2+38.95 j ! STATION =-0+14.84 ELEVATION =2600.57 ELEVATION = 2600.80 STATION = 3+12.95 ELEVATION =2599.90 ( ELEVATION =2599.06 FINISH GRADE ELEVATION =2600.27 ! STATION =-0+03.38 STATION = 1+64.95 0.98% 0.50% 0.50°/ 0.$0% 0.50% 0.50% 0.50% o _ = 0 4% 0.500 0.76% ! LEVATION 2599.53 ELEVATION 2599 3 0 E STATION 0 44.23 0.50/° 0:50 2600 + 60rro> __ 1 __-__---_.------- I ----- f.------.-- ------ -- --- PI.{3+93_87------------=-------- ° - STATION 1 41.36 ELEVATION =2598.93 ------ ------ ___ ELEVATION -2599.41 -- -------- --- ---- - . NG GROUND ----- p 5pbf--------- +--------�---- --------------- -r-------- ----- - -- STATION - 5+05 78 --- ---- /o ------- - - 0.50% fINISH GRADE --- Q.00o ! 2.0 0.00° e -0.67%I •� --- - EXISTI ----- ELEVATION =2600.07 ! � STATION =5+17.23 I 1 ! i 0.50% I _0.50% 1 iV - 0.30- - - -- - - -- - - - = - - - - - - = -- -- -- = -- - - - I-- -- - - - - - - - - - 2598 - MANHOLE W-7 - - -- -- ELEVATION -260 POTABLE/NON-POTABLE 12" STORM CROSSING -SEE WATER STATION 3+93.96- 10.00 L STATION = 0+14.50 • RIM =2600.47 ( III DRAIN NOTE 2 ELEVATION = 2599.08 iv O 4" INV. IN=2595.39 MANHOLE W-2 STATION = -0+00.00 CROSSING 8" INV. OUT= 2595.05 STATION 6+37.32- 10.00' R - ! v - - -- ELEVATION =2599.37 1 ! - DEPTH = 5.42' -- -- - _ - - - T - 1 -RIM =2599.12 - - - - d - 2596 - - -- -- - - 4 f - -- - - - -- - -- -- - - - - - - - - -- - -- - 8' INV. -- - � PRESSURE IRRIGATION MANHOLE W-2 CROSSING SLEEVE ( 8" INV. OUT=2592.57 12"STORM STATION -0+10.00- 10.00' L ! ! DEPTH =6.55' DRAIN RIM =2599.12 3 OSSIN 8 N V. IN =2592.67 ! 0 0 40 - - - - -- - - 96:00 L.F. 8"PVC o V' _ IN Ev @0.60% =2.38'DROP -- - - - CROSSING R - _ _ DATE 22 EPTEMBER•2019 2594 - - -I- - OUT 2592 57 1 HORIZONTAL SCALE AS NOTED _ -- DEPTH =6.55' - - - -i- SCALE: 1-INCH =20-FEET - - - - - - I VERTICAL SCALE: AS NOTED ! I I • DRAWN BY: C.A.ALITH CHECKED BY: J.D.CANNING POTABLE/ NON-POTABLE FILE: TC04SCPS.DWG N - SEE ER - -- - -... 2592 ,_ _ - - _ - _.- - _ - - ..._ - - - -_ _ - -- _ - -- -- .-. -.-..- _ _ - -- -- .._.. _... __ _ - -- - --- - __ _ _- _ _ _ _ -_ -_ - _ CROSSING SE WATER 1 _ i � -0 I ' I � t - NOTE 2 7 ! ! ! ! ! SHEET NO.: 2590 4 + + + + + + + + + + + + + + + + + + + + ++ + 20 3 2 0 2 60 2 40 2 20 2 00 1 80 1 60 1 40 + + 5+00 4+80 4+60 4+40 4+20 4 00 3 80 3 60 3 40 3 00 8 1 20 1 00 0 80 0 60 0 40 0 20 0 00 0 20 0 4 5 30 5 20 - - v � ti � b5 �� _ - CR m 00 c� MINIM % 0'Z 7 " " 59 E6SZANI „ wed r ao E c 89 06+9 NOIIVJ L o ai m � 4) Lw 3d S6'£65Z= 'ANI„b_w_% 0'Z�D/�d��b"d"l b5 I- g - � _ </? ® co £6'ZC+9N011d1S -� • w m CA �o o z end „b"�"i bE o5"as5z-�"nNl„v f ',� : W c r$ - s w 59"09+b NOIIVIS V f 3d„l "�"l b5 Q �i M a9i 4 ��M- gym-^{- - - -• co Lo (D CN o U) co o L .o "ANI „b %00'Z @7 JAd „b ��1 b5 -® g 8" FLG TEE i \\ POTABLE NON-POTABLE .-Bd ° Y U n > 2 -8" FLG MJVALVES m OI1V1S CROSSING -SEE WATER - (; 2 -8" FLG X MJ ADAPTERS ` -- i NOTE 2 / �Y z co SEE CONTINUATIO_N ° 0z.@ O_Ad„_V '=I_l b£_` C146V£65z= nw Lo SH Zb£L+9 NOlb j co T --- -- OAd ,8 "d'l 906 �. g 0+40.00 i � 141°/u / q+000 / /1 - _ _ _-. - 0.50%__ NORTH MOONEY FALLS WAY �, �- NORTH HERITAGE WOODS PLACE - �- o+ao.00 o - - 8" FLG TEE - 2 8" F O�i v I -8" FLG X MJ VALVES I L X MJ ADAPTERS IL SEE CONTINUATION SHEET C4 2toa SEE CONTINUATION SHEET C4.3 UJ co e "ANI „b %007 @ OAd „b'd'l 175 " 1S POTABLE/NON-POTABLE � CROSSING -SEE WATER SF1 3d„t l b5� NOTE 2_ i -m - " e lt/ e 000'Z OAd„b '�'l b£ 8L'Z65Z= "AN] F� O M Q v � , - - ( 9NIl HQ W - r - z • i $ 517'6£+5 N011tf. O z O p 3d.3 % �W , o � w m0Z 7 QAd ,b � l b£ 51Z65Z= 'ANIb N a 0LL p W L L £6SZ= %Nt b %00Z OAd„b1l b5� % LL'9Z+£ NOLLVIS wr bZ'6Z+5 NOIld1S O co � V 0) 0 0Z ¢ go rw x �I a o ¢ LL oo � z z � I - •�--I � � z `° z � t- w p s 0 20 40 0 20 40 i� � I •� o O w O o n �i �� (�) z¢ OOwo zt jis� 717 SF SCALE: 1-INCH -FEET SCALE: I-INCH=20-FEET �, � •� w O ¢ m 3d „L '�'l E£ m -� 0 z a • ^ �o � � F �1 ¢ O -0+46+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+50 1+30 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 -0+40 -0+55 o p z O co =¢ q ¢ MI- a STATION =-0+40.00 STATION =-0+16.50 p x z = STATION =-0+29.50 - -- - - -. _-- - -- - -- - _r _ - 03 STATION =-0+40.29 w O w cn ELEVATION =2600.26 ELEVATION -2601 2604 -j- _ - - - - -- -- -- � -- - -'r _ +- - 2604 2604 -7 - - - STATION --0+00.00- - -ELEVATION=2601.29� - 2604 ¢ =O ¢ � ELEVATION =2600.15 ELEVATION =2601.15 STATION =-0+29.50 O = F- STATION =-0+00.00 j H STATION =-0+23.50 STATION=0+14.50 ELEVATION =2601.12 w j ELEVATION = 2600.06 ELEVATION =2600.18 j ELEVATION =2600.86 STATION =-0+16.50 STATION =0+14.50 STATION = 1+41.44 STATION = 1+16.13 ELEVATION =2600.06 ELEVATION =2599.89 ELEVATION =2601.69 -2601.65 STATION 0+44.50 j -- - ELEVATION -2601.30 j 2602 - - - _ ..STATION =0+45.50 - - - - 2602 2602 [ELEVATION - - _ _ _ - -- - 2602 ELEVATION =2600.34 _ _ FINISH GRADE ( j - --- ( _ _ EXISTING GROUND _--- ° ----- =------ 0 ° ----- ------ --- ------ ---- - ---- --- 0 _ _ GROUND ----- ------ - EXISTING ° FINISH GRADE o 2 0 -1.03% j j I 12" GRAVITY 2.00/0 2-00% 1.66% IRRIGATION I 66% p0/° 2 % ( j j 2600 - - -- - _._ _. . I' -- - - -- .. -- - CROSSING 2600 2600 r. POTABLE/NON-POTABLE ray j CROSSING-SEE WATER w V NOTE 2 •� j 21"GRAVITY l j N �+ j IRRIGATION u CROSSING 0 20 4 = 2598 -- - - ' - - - - - - - - - - - - - -- - 2598 2598 - - - - z - -- - - -- -- - - - 2598 MANHOLE E-1 SCALE: 1-INCH =20-FEET j �y STATION 0+06.00- 11.18' R �yy CJ RIM = 2600.00 ppTABLE/NON-POTABLE 8" INV. IN =2590.90 4" PRESSUREIRRIGATIO 4" PRESSURE IRRIGATION j CROSSING - SEE WATER N O 8" INV. OUT=2590.80 NOTE 2 CROSSING SLEEVE CROSSING SLEEVE V 1 DEPTH = 9.20' - - - - - - - 2596 2596 -- - - - -� -- - - - - - - - - - - - 2596 1�1 2596 - -- - j - -- - - - - -- - MANHOLEE-5 t j w STATION -6+00.00-6.00' L a RIM =2601.00 j N END OF PIPE-CAP 8" INV. IN =2591.69 DATE: 22SEPTEMBER-2019 8" INV. OUT=2591.59 j 0 40 = FOR FUTURE USE HORIZONTAL SCALE: AS NOTED DEPTH =9 41_' 2594 1 - - - - - -- -- - z -- -- - - FG =2601.65 -- - - --- - - - - I- -- - - - - - -- - l -- -2594 2594 - - 2594 VERTICAL SCALE: AS NOTED _ __ _ 8" INV. = 2592.41 SCALE: 1-IN j H =20-FEET j DEPTH =9.24'Lii j j DRAWN BY: C.A.AUTH V CHECKED BY: J.D.CANNING 120 13 L.F. 8'PVC @ 0.60% =0.72'DROP j ( - j - - - -- - -- - - - -- -- - FILE TC04SCPS DWG - 2592 2592 2592 SHEET NO.: j 133,45 L.F. 8"PVC @ 0.400% = 0.54' DROP EXISTING 8"PVC 2590 2590 2590 2590 C4 * 5 -0+46+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+50 1+30 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 0+40 -0+55 _ _ _ SEE ONTINUATION BELOW o _ Ord i 3NIl HOIVVV v c Lco 00 N / 2598.63 2598 63 -. �l 2598RC _ \ j a O O low N 2598.72 FG 2598,63 FOW � � TBRC, O �� _ no2J t -2598.63 2598.46 I - FOW _ N - p 0 BOW - TBRO LOG j e i - .. - O 0) o N co 2598.48 1 O �� N LL C i 2598.65 FOW - 2598.72 > - O) 2598.79 FOW / 2598,74 ._._-- _2598.33- -__.� < - 2598.46 BOW m FOW BOW __ ��_ 2598.48 2598.88 BOW - _"- _- __ O 1 LOG / 2598.63 N 9 25FOW BOW - ° 2598.560 _ 2598.2 BOW LOG. -- FG �� � _ __ 2598 5T W 2599.02 I , _ BOW - �� c O z- - FOW I L 2598.54 c c m a BOW /2598.81 o a 2598.72 Q/% c FG ° 2598.43 BOW / w to 't FOW 259848 OLL M N 2598 90 0.52°h - -- a 2598.63 FOW h r tb _ FG 2598.51� 2598.52 2598.44 FOW 2598.57 TBRC 3 2698.31_4 2598.48 - . O • 2598.79 -- _ A BOW BOW BOW - LOG FOW TBRC _. � � FG . _ 2598.16 � � N i 2698.62 2598.a8- ; 2598.35 LOG / C O LOG '� 2598.65 -LOG ° FOW °e - 7 2TBRC . BOW 57 M O LO \ TBRC 2598.51 2598.43 ° _ _ o� W 0 87 > 2598.93 �\ TBRC \... FG °`° �. v 2599.07 TBRC _ ' �O FG _ A 2598.34�°. +/ 2598.35 2598.63 0 598.16 ° 2598.76 -�°? - pA LOG �Sl% FG FG� _ A \�2598.48 / LOG i FSC98.43 LOG S� _ 'l. �'_ _-- - -- - TBRC / 2599.16 °-_ 2598RC _- -0.50% - - -- , 2598.46 2598.33 2598.35 TBRC, A - 2598.63 LOG LOG.31 3 / , "^ 2598.35 - - TBRC _ i 2598. 1 BOW / TBRC 1 00 � � �. A 2598.26 TBRC - '_LU - ---- LOG BRCi � FG LOG, • ° t �� LOG ® ° A �:/ i �' 2598.43 -259LOG TBRC v 2598.44 BOW 42 F 1 2598.90 \ �y 2+00.00 Q_ _ /� 1.48 . �2QI° , ' TBRC '� z5sa.35i ' NORTH LEGACY WbODS PLACE Asol FG 2599.24 �� - 6 - _� " FOW . I' TBRC 2598.63 LOG 4 2698.33 °N 2598,18 _ TBRC . FOW 2598.26 �'m 2598.34 �� _ LOG 50% 2598.76 - �/ \`'o LOG LOG _.._. 0 LOG ...... o `_ � i y�°I° "" � - _ ' -0' - - 2598.35 2598.50 2598.63 • r _ 2598.51 '° FG FG _ - -° 2598.93 / TBRC i FG ".. 2599.03 - TBRC 2598.62 ,- / 2598.48 2598.51 ° ° . �y F 3 a 2598.85 LOG LOG FG _ °. - ° _ a [��� ��� °a _° 1 � v ° 2598.93 FG �� ° 2598.35 ° OW ` !, C.fl 6 2598.79 TBRC 5 / FOW FOW TBRC 259844 \ 259902 _ -0.52% _ _ _ / BOW BOW 25- - ° - 2598.70 �� 2598.43 2598.72 QS o FG FOW 1 BOW \ 2598.51 \ FOW 2598.52 25 ..,\ V 8.60 BOW° p _O 2598.65 BOW 2598.79 FOW ` Q FOW 2598.74 ` 2598.88 BOW 0 0 Z ¢ � _ - BOW pZOp JZ - - Y� C) Lu Z - W } _ lu " m > LLLL •O VJ OZ) Lu ptr-W r r Zo ¢ Z d" � 0J _J •� Lua20 \ ¢ p00 � z v, •P..4 ul4zIZ _ \\ rr�^ Vl r 0 :c 0 0 20 40 �1 • 0 LL LL w O z O O w ap SCALE: 1-INCH =20-FEET ' M 0 _j z ¢ •tvJ ¢ Ix --- � - -- •r FM* ^ oaF 3 V J zooa h ¢ UJ a SEE CONTINUATION SHEET C5.1 ¢ Mix a 2 ZLu Co Lu y U 0 ¢ z Z pi � 0 J \ i 2600.16 i i � I i 2598.90 2599.58 2600.12 BOW 259926 2599.82 2599.69 2599.a1 BOW 2600.48 TBRC�2600.07 2598.81 BOW BOW BOW_ / �� - i BOW -- _ - Il BOW / 1 BOW _ OW i F � _ - - 260D.37 2 .47 - i 599 2599.17 2599.60 _ - _ - 2600.28 260 10 FOW 2599.53 FOW - --2599.32 ji I FOW FOW 'BOW 2600.39 2600.12 FOW FOW- - e°., FOW a. ° TBRC _ _ a e ° a 2599.96 b f - _ d ' d . am, ° d . ° - _- \ ° _ _ d - LoG . n e . ' a - e ° a • - ° �. "e. . ° __'_ a - - ,..- _ - a '''-._ I �,., ° °° a 2598.81 2599.17 2599.53 2599.32 - - "_ __ \i 2599.47 '. ®., FG a 6 2600.39 w FG FG FG FG Lo 0 - _o_ __ O 0.50%u I. > ._- 2598.81 __.- _-. . _ __ ___-_ _ ___ -- - - -- -_. --_ ._ `__._ ..- _"_ _-2599.47 _ - TBRC -- - _ F- o_ - - -'-0.50% 2599.53 - 2599.60_ 0.50% .- - - - _, �_ - 2600.28 - 2600.22 - 2599.96 LU mQ 0.50% TBRC 0.50% �_ -- - 2599.32 TBRC _ - 2600.11 _ -0.50% �_ 2599.17 - TBRC'" TBRC I _ , " " _ _ LOG- ""TBRC LOG LOG III _ '-- W _ --' TBRC - _ 2599.15 TBRC ___ ___ 2599.30 __ W 2 O J LOG_64 2599 00 - 2599.36 2599.43 - - _ " ' - " " W Z to _ W Y - LOG LOG _ - _ ... LOG_� """ - _-'" LOG __. = -_-LOG - ._, o ,_ ' - _ _ " " ". _ _ = Z - 5+00.00 - 0 Q _ - 6+00.00- "' -7+00.00" _ -, _ 0+00.00 _- 0+50.00 " - - "1+00.00 Q - - 1+50.00 - 4+00.00 - -y - _ - _ - - - - -i - Q LLI --- p ---=U- - - - - - - -- - - -'-259s 2a -`- - EAST TERRITORY STREET lJ l 2sss.os z5s z59s.5s�� EAST TERRITORY STREET Z __EAST TERRITORY STREET - _ zss6.7o zsss.o7 TBRC [Y z599.oa 2sss.33 2ss9s3ssssz - - - - - -_ -'- ¢ _ - LOG - - -- LOG 209 CL 1� I- - _ LOG 2598.87 -- 2599.43' m" 2599.42 2599.09 LOG -- LOG LOG CL -" _ _ m Z 5 s.00 Z - TBRC - LOG LOG _- LOG - ---2599.62 _ _ 2599.92- - _ 2600.12 O 2599.60 i 2599.5" 'c 2599.26 - LOG - CL --..TBRC 0 2TBRC - o " - _ , LOG - _ 260002� LOG"- -0.69% -- �, Z -0.50% - -0.50% - '" -0.50% __ TBRC_ -"TBRC 0.50/° -- TBRC 2599.17 _ -0.50/°. _ _ -� O -- _. - _ LU 12 N - FG 2599FG TBRC - FG -FG 2600.09 26BRC 2600FG TBRC 9 W TBRC TBRC FG TBRC N FG 2599.50 2599.70 2600.09 FG 2598.87 2599 24 - - d ° .: .2599.03 TBRC LOG TBRC 8 d ° e ° ° d"" �. a - ° 4 f 6 e _ - - e _ di' "a e. a de ° ° e. a e do a ,a ° .,. a ° :, e ° e... _ - - e - _ _ _ _ - d ° _ _ DATE: 22-SEPTEMBER-2019 e - 2599.26 ° 2599.17 - a ° ° a ° . ° ��" - - - - FOW - - i - 2600.09 -- - 2600.39 d ° ° 2600.29 i 2599.24 2599.60 2599.59' TOW 2598 96 2599.50 2599.70 FOW FOW FOW HORIZONTAL SCALE: AS NOTED 2598.87 FOW FOW 2599.22 FOW 2600.38 FOW FOW / FG TBRC FOW" 2600.18' 2600.48 BOW 2598.96 2599.69 2599.68 2599:26 2599.79 VERTICAL SCALE: AS NOTED BOW ' 2599.33J ' 2599.22 2599.59 BOW BOW BOW BOW BOW BOW BOW % FOW BOW / °° � - DRAWN BY: C.A.AUTH '° 2599.31 .'2599.18 TOW` BOW Mol NORTH ' / CHECKED BY: J.D.CANNING 1 FILE: TC04SCPS.DWG/ � G 0 20 40 -' SHEET NO.: SCALE: 1-INCH =20-FEET C5 . 0 l ° _ _ -_ uC 29 � � a 16 17 18 M o mod .120 Cc, 00 X to O 5, caN O 1Z J _< _ V. _ - o�.� LL C 1 VA. C a �� 0 a _ z z I - - --- Cl c - i I z ; �_, '� LLI N V 2600.16 i 2600.34 - � �° p1 � � BOW FOW I I / `2599.82 2599.60 26 0.90 '- `� 2602.08 B"' co 2600.07 - BOW BOW 2599.81 2600.18 \ 2600.55- - BOW f ��� 2601.43 BOW _- y O 2599.70 BOW - - i� :� N � 2600.28 - .. BOW _ / N FOW FOW SEE CONTINUATION SHEET C5.2 FOW zssssl 25ss.72 2soo.os Bow 2600.as ` zsoosl zsoo.al " 2601.34 2solss 30 10 a -- - 259976 .. ,-25s9.65 Fow Fow FG �.. 2600.09 FOW -- _ - FOW SEE CONTINUATION SHEET C5.2 ` Fow FOW M I K261 FG � FOW _ _ vv� _ 2601.99 _ O La, ,° --a °-.. ° .-- _.- a - ° °. ° . _ .. . U � > FGFG 0.07 '.° 2599.70 � __ °' °, - - d ..: ; .e - _ < - - a-.:_ � � _ FG OW - - ° TBRC -TBRC 260014 2599.82 01 2599.63 2599.51 2599.72 2599.83 2600.06 2600.09 2600.46 2600.46 2600.81 e - ° 2601.99 TBRC LOGIW ` ' TBRC -TBRC FG TBRC TBRC TBRC FG TBRC TBRC �� a FG TBRC 2600.07 i __ 2600.74 1 j- Hiii FOW q -0.50% - _ .- 2599.34 2599.72 _ 2599.55 - "-"" 2599.89 _ %2599.92 ' - 2600.29 ": - 2600.64 -- "" FL 'LOG 2601.17 2601.34 ", ,`2601.82 w _ 2599.46 LOG ,TBRC' LOG "2599.66 LOG - LOG _. LOG -"- LOG ,, - 2 2601.15 LOG TBRC - LOG S W - ' LOG - 2600.58- " ;- 26 60 LOGle- 2599.82 - 2599.58 __ - LOG ""- ," " - 2600.18 - 2600.21 _-2600.40 _- _ 01.09 CL 2601.46Z2599.9 LOG 2599.70 TBRC 2599-56 2599.53 - - _ _ - CL CL CL - CL _ ", - CL _ CL_ _Z -� LOG 2599.96 __ __- FG _ _ TBRC LOG _. _ _ _ -0 S _LOG _ - _ _ _ _ - �0.60% - _ - - 0 _ _ _ _-_ _-0.5 ,_ - _ _ _ - -0 _- _ _ - T01 5 -068% 26 259957 ----- " 2599.66 zs99.5s , --_ __ f -"-- - - EAST TERRITORY STREET --- -zsoo.7z� ---- 2600.93 - ---- - "2600 98 2601.00zs �j1 / 2600.00 - - 2599.63 2599.95 CL 02CIL Q TBRC LOG LOG _. _ - __.__ - __ ___ - ._-_ ____ - - -_ - 2601.27' CL` CL _ LOG LOG 6 O Z CL. 2599.54 CL - _ 2599CL CL _-- 2599.66 _ 2599.89 - 2600A0 -2 0095 2601 LOG 2599.45- ' 2599.62 - 2599.84 2599.68 LOG 25 I -- --LOG - LOG - - _ 8 LOG - _ ---LOG03 LOG TBRC 2599.34 - --LOG - - - - 2600.43 -- _ p6 _ 2601.82 - Z LOG LOG - -" -0.50% _ LOG - _. -- - 600.80 _ _LOG LOG-- -- G _- - - _ - _ _ LOG U _ _-__ 600 60 _ - - - 601 12 _ 2601 44 2600.27 2 2600.60 2600.97 2 - 2601.20 2601.99 2600.01 ' 2600.01 2599.77 2599.68 2599.51 TBRC 1 2599TBRC ` 2599 83 �" TBRC 2TBRC TBRC TBRC TBRC LLI TBRC FG TBRC TBRC \ FG TBRC TBRC FG 2599.89JI 2600.26- TBRC FG - TBRC ° LOG FG - e .8 - 2600.97 - 2601 99 - �... "a °, 2TBRC ".✓ TBRC C FG - 2599.51 _ i / " 2600.27 / '. 2600.97 ° a 2601.16,' 2601.44 ° 2601.44Q 2601.99 Q/f W, 2800.00 2599.59 2599.83 I �2601.14 °, 2599.57 FOW 2600.60 - FOW FG / FOW FOW TBRC- FOW - FOW i. FOW " ,, ' FOW 2601.03- - " - FOW FOW CDY V TBRC SEE CONTINUATION SHEET C5.2 - , zsol.os FOW 2601.53 / 2602.08 2599.60 - `- �.- 2600.36 2600.09 -- 2599.82 - - 2599.92' / / BOW BOW - 2601.12 26 FOW �' FOW 17 BOW '- BOW FOW - BOW BOW . A / / BOW- ' BOW i .--i0 0 \802599.80 � " Bowz59982 25 ® FOW FOW , , - i -" ----._ ° i 1 NORTH ' -- oc 13 Q / Y G 0 20 40 v SCALE: 1-INCH =20-FEET I s4 - - - / O Z z O - i 0 w i Z � W � 28 29 30 -- - -- - -- , m� ° _ . LL Lu / w� / O QQ / / ___-- Q m L } ° 1 i i �/I °� i i / / zc) Q Z Wow r g05U' •� � LLJ Q � � LL W W i N 6+00 -Z i - •� ,a ° � v Z = - - Lo 0 2 w 0 / 0 ILL O p ° a /' - - •� � ZawQ / � O z a i _ O:r x ui � I zsoa5l � Bow 2600.49 / ----- v J ' - � �' oDZO & / 2600.53 2600.42 2600.42 BOW / i - N Z W Z I 1 / BOW FOW FG -- 260 440 - ! i' i ' " . _ Q 2 V av _ BOW BOW \ 260 / _ - . - . Q d_ ° 2600.56 FOW ---.,- - " BOW 2600.44 I v 2800.33 2600.49� ° 2600.47 FOW 0.42 2600.33 / i - �' - - _ v a G j F Z 1 2600.22 2600.24 2600.24 FOW 2600.44 80W FOw I ' O FG 2600.39- ' / - U 2 I I FG FOW � 2600.4 BOW 260024 .' / 259&87,/ 2599.13 _ `� U 2600.16 :° v o-. FOW '600.35 BOW .' BOW _2598.90 -__-BOW 2600.30 2599 BOW2600.40 FOW 2600.15/ / 2599.78[BOW FOW FOW �. ' FOW / ;' __. FOW 04 -_ -__ _-_ _.2598.81 - _- S zsoo.za 2600.47 zsoo.az FG __ /, FOW- FG - EE CONTINUATION SHEET C5.0 IN 5+40; - - --- - - - .. TBRC TBRC 2TBRC - - " - - °. ° " -. _._- _ _ - - U 2600.40 v v, _ :,% a ,� ° 2598.81 ° ' - 2600.04 -- __. 2600.35 � ° ' ' v - � �°°- - _"._. ,; a-< - -_ - FG __ TBRC .F FL M 2600.07' -0.57% -'- - 2600.30 2600.15 2599.78 - 2599.78 04 ui V2600.22 'LOG2600.47 " 2600.27 - 2600.23 FG LOG _ __.- 2600.25 LOG FG TBRC FG � 2 I599.04 2599_ _ TBRC FG TBRC' _ v °F- 26o0.05 ___LOG 2600.30 �2600.44 2600.23 - - 2600.30 -- - ,_ -- - _ 2598.87-- I i 2 W LOG TBRC a TBRC 2600.67 - -..LOG 2600.35 -2600.15 2599.61 - -0 50% - __ _-__- _ _ _ e '.. LOG -. FG __ TBRC - -- TBRC TBRC - ___ --_ LOG ___._ __ _ - 2598.81 26 CU _ LU " ...._.. LV 2600.66 -- 2600.33�2600.13 -- - LOG ,- CL 2600.07 2600.57 z 2599.99 - " ------ - - 2600,80 A° CL TBRC LOG _ -_- - - --.-- -._ _. __._ _ 2598.64 - I' FG CL ' LOG -- _ LOG _ LOG - 9598 -0.50% _ _ FG t. _CL�� c� _ z600.z1 _ ssoo.ls_ zsoo.ls 3nN3Atl SIIIH ouvnE)VS H.LMON - -- - - _-- 3fiN3Atl STIIH omvnE)vs H1210N LOG CL IN5+10 �.��a° 3.1a% LOG _ LOG _ _ - _ _ ,.- _ _ _ _ _ - _ _ - _ - _ _ _ _ _ - _ t 2600.34 Q %. LL.I 2600.39 -- LU LOG _Sc Z FG ___. _ _____ -...�,.�2600.67- 2800.38 2600.35, 2600.13 _ _ - __ - " - , _ - ' ._ �2599.08 v _-" Q TBRC TBRC LOG - _ - _ - I H - 2600.27, - - -FG 2600.23"-- 2600.33 _ _ 2599.63 -0.50% 2599.12 - FC' z ----- 2600.18 TBRC _ 2600.30 LOG -"" ,' LOG ---- 2598.64 I - -- °.O 2599.99 �2 0.05 2600.22 LOG 2600.42 --LOG LOG _- - _ - _ _, 2598.81 LOG TBRC 2600.30 (� TBRC - TBRC _ _ _-_ U LOG _ 2600.04 LOG .._ ---_- 2600.40 - --- _ - - _ -_BRC W ; 2600.07 LOG , 2600.25� T FL w " - . ---- --- .�_ - LOG TBRC . - 2600.33 2599.80 2599.80 �. _. 2599.29 2599.29 2598.81 � a 1 2600.16 LOG _0.57% 2TBRC • _ - " 2600.38 FO �2600.30 I TBRC FG I TBRC FG - li FG i, 2600.08 TBRC FG _ _ NEP _ . ° . v 2600.24 _ _ °- 2600.47 2600.44 - )N 4+g0 i �� TBRC i SEE CONTINUATION SHEET C5.0 M� ` FG TBRC v a =v a� v ° ° 2599.80; ° 2599.29 2598.81 ° 2600.19 2600.63 2600.24 _ 2600.30 �" FOW - FOW - 2598.90 FOW - �I SOS. v TOW .':; - °- FG -.;� ° . a ,°. v _ ° . 2600.40 FOW BOW 38 BOW -. .� i ' ' "� / 2600.42 �� / 2599.89. / -- 2600.4 FOW 2600.39 - 2600.24 2600.47 FG � BOW / ,: BOW i 2600.22 FOW FOW 2600.49 '- BOW ° FG BOW 2600.35 / I '' DATE: 22-SEPTEMBER-2019 1 .2600.33 2600.b6 2600.44 i FG I, BOW BOW FOW 2600.38 2600.44 HORIZONTAL SCALE: AS NOTED 2600.53 -BOW 51 FOW BOW % - F j BOW 2600.47 VERTICAL SCALE: AS NOTED 2600.42 BOW 2600.35 O I �i - FOW FOW _ _ _ z --- - DRAWN BY: C.A.AUTH ' 0 20 40 CHECKED BY: J.D.CANNING I 7 FILE: TC04SCPS.DWG I i SCALE, 1-INCH=20-FEET 1� i , SHEET NO Idoli i g � r 1 )N 4+20 4 � C5 1 i i ldH�?IS7 • N LO N 10 A v c m mod 0 0 20 40 � ( �° o tle , � SCALE. 1-IN =20-FEET m w 0 A CH i sm ca co .. r LLI c c of r- / � w L _�� co � i \ 2601.48 _ _ _ y p i - 2600.34 �. ` 2601.62� 2601.18 2601 BOW BOW G' t •.• N N BOW t '� BOW 2601.64 2601.39 _ Fow �r I - c U 2600.25 BOW FOW °° i O SEE CONTINUATION SHEET C5.1 �� FOW \ SEE CONTINUATION SHEET C5.1 M o LO o 2601.39 W U Lo O ° FG 2601.67 2601.39 2601.18 w L TBRC FOW 57 O - - - 2 TBRC FG l I i , 2601.2 _ o 2600.17 / i 2801.40 - I TBRC / / i / �� / LOGS .-,-.- LOG - _ __ 2601.18 2601.01 o _ c� �-2600.00�� ,� ' 1/0 / �; - __..CL 1.65 _O 50%_ TBRC._. - -� L0 2601.30 ` o ' + LOG - -0+40.00 0 0 -1 1+00.00 ° Q I \ 2600.34� NORTH MOONEY FALLS WAY 1+1sA3 - 1+00.00 % �o �I 0+4000 V CL zsol.2z NORTH HERITAGE WOODS PLACE ° I �2600.00 _ - LOGE 2600.17 OG `,., �, `� ` ` 2601.40- 013 - 60118 2601.01 ® TBRC ` �` LOG "-�-:�-"- . 9 _ - - 2 %LOG I 2601.52 TBRC - - TBRC I FG 2601.57 2601.57 " 2601.39 2601.18: SEE CONTINUATION SHEET C5.11 TBRC FOW r FG FG SEE CONTINUATION SHEET C5.1 777 a / i 2600.25 2601.64 _ V S I 2601.52 2601.39 2601.18 0 �p `u. V 2600.34 FOW BOW FOW FOW _ FOW ° i BOW - _ _ r 2601.62 I I Q ' BOW �� 2801.61 2601.48 2601.27 0 `� O Bow BOW BOW �� �4 of m uo M J L F- Z Q .,.�; _ Ir O Z � O 00 \ C90 � w 0 20 40 �' ww o O }_ • ¢ m w F- HJ fn w g I SCALE: 1-INCH=20-FEET O 0 U of ~ 0 gt " I zp < ¢ i g0ao •r�l � � 0w0 U w 2 w ¢ CQ LL O � U w i K • A / ¢ O U O F- ° •�q � 7 Z m Z 1 CA � O02U) 0 - % C • J F- W U zoo 0 c') O 2601.26 V4 lY Z BOW i 1 •� A oaf x 2601.17 •, O ¢ O � FOW 2601.17 Rj BOW �e CO z z 260,.Oa .� e �o M � V e a - - FOW 2601.00 \ a 2600.99 '2600.21 � = Z S • - . -- __ - ' FOW BOW / FOW w (9W fq z O 2601.44 ° ' 2600.92 _ F 2601,08 2601.08 FOW / ,' 2800.'W U m ¢ 0 FOW _ BOW 2601.17�� FG BOW 2600.93 / \ I' 0 2601.36 / TBRC - BOW 2fi00.74 2600.02 00 - J ♦- � F-A � FOW 2601.36 2601.08` , 2600.99 - BOW BOW` �� , ° i 2601.48 a' TBRC 2601.00 TBRC FG ° 2600.84 2600.65 i 2600.18 - FOW / - - - LOG-- '� i _ FOW / FOW / FG 2601.18 2600.99 - 2fi00 03^ I - zs01.56 LOG 2600.91 TBRC \ _ - - - ° ° _ - ° - 2599.89 TBRC FOW SEE CONTINUATION SHEET C5.1 a '•, ,,.',,,, 26010.54 e °° FG 2601.48 _-_-- ____. ro , LOG�, 2600.82 ° ° ° 2600.84 600.20 - 2601.48 _ - a� ° ° e° LOG o TBRC ______. 2fi00.65 --_ 26 ° ° ° 600.32 _ 2600.21 FOW - TBRC ,� FG ° G00.65 2TBRC TBRC FOW 1/ I _� 2601.63 ° 2601.30/ �io ti I 2600.92 TBRC F, -_ _ _ I FOW I' l i ° BOW LOG _ ti� 2600.74, 260BRC 2600.48 2601.54 V `., A LOG LOG 2600.02 ° -- 2601.48 __ 2600.03 Qp FG TBRC �� `, A 2600.67 - LOG - i 2599.95 I I +¢ / / O \, - __ LOG __ 2599 95 2599.83 FOW 2601.37 J LOG �3+ LOG -1.00% 2+50.00 2+00.00 -1+50.00 -0.50%�1+00.00 L +50.00 LOG TBRC 0+000 - , 2601.48 2600.74 zsoos7,- NORTH MORPHEUS PLACE FOW 2599.95,' ° i TBRC '° ;' .LOG - _ LOG i 2599.83 / 2601.48 °4 ', __ '" 2 00.84 _ - - _- 2600.02 2TBRC FOW 95 I ° FOW q 2601.31601.2® �A° `�' d� , '� TBRC 2' 260LOG _-- - 260BRC - - TBRC 19 2601.74 LOG ? i� TBRC _ - - - } BOW V / ' - -- _ - _ ° �260032 ° - - -2600.70 ' '' � � 2801.48 LOG ea �o i2600.99 FG -- FOW 600.84 2600.64 2600.64 - - FG `�, 2601.46 F 2600.03 2600.41 a FG TBRC� 2 2601.18__-_ N 2600.82 - LOG - D LOG G TBRC + 260LOG 0.20 Fow SEE CONTINUATION SHEET C5.1 zsol.2s ° , y FGI V ( FG - - J 2601.08 _ , - _ TBRC 2600.63 � _260137 2601.36 TBRC a ° ° I --- - FG TBRC -- -- TBRC - 2600.91 i ` ° `� 2600.64 ° ° ° ° ° aj 2600.18 '` ` 2600.84 �i - - -° FOW --- - 2601.3FG 7 ° - LOG 2600.99 ° 2600.93 FOW 2600 19 e A 1.3 2601.37 - 2601.00 FG BOW 2600.74 FOW - �� so FG FG LOG- " ° BOW 2600 BOW 2600,26 I I. 2601.27 2601.08 ° FOW 92 ! BOW _°- DATE 22-SEPTEMBER-2019 ' 2600.43 � � - FG 2600.99 i - TBRC 2601.00 1 r FOW ° _ ` ,� - HORIZONTAL SCALE: AS NOTED 2601.36 FOW BOW - , 2601.31 FOW _ - - - FG v °�� 2600.35 2600.97 BOWS ° 2601.08 o� VERTICAL SCALE: AS NOTED FG � � FG �. 2601.17 ' � DRAWN BY: C.A.AUTH 2601.46 _ BOW FOW i 2601.17 i - -- - i � CHECKED BY: J.D.CANNING 2601.26 BOW BOW i� F I I R �o�' - FILE: TC046CPS.DWG r i 0 Z - I SHEET NO.: 4 0 20 0 �� j y SCALE: 1-INCH=20-FEET C5 • N U) N a ce) OIR06 a- N EL c6 O C07 - y a N d co T N LL _ -._ -_-__ ___ ._ _. __.-_--_.__- _.__--____-__. . ____ ___ __ - - _ _.- --_ .r-a9-ffP �._E _«�-.v.-.moo= ..--.--_ -__- - - co a - __ _ ._--_ .__ _._ O __ -_ e _ur_..m-_ O aar-axr-ar��°- °-a=-e..0 _-_ _-- _-_ - -_ -._ _..._ - - _. - ._ O -_ - _ __. _-_- -tp__ -_ _.- .-- _.- _- _ __ _ _ -_O O ,-. N aD -_� ®-ff.-® _ _ - --tea, _ --- _.. _- t _ .__ ___ - __. -.._+ - _t _ _- + _ _ O O + - + i ---_ �- - N co__-_-_--_-. - _- ___ _-_ -�_�-sy �,._M_® �_�_ - _�_�___ _ _ _�.�- __ _ __ __ ,v :� E®_.rss -ter- _ --p - �. -aP ° ��eFr._�P - �_ S. z - - - _ -.--Z Z _ _-- -_Z-_._- Z _. _ _ -_ - Z _ ___ .- Z Z -_ -_ _-_ - _� Z_ 0 �- (o O 0_ _ O O _- O - - -- - O-- - - -O _�O -_ -�-FuO �O L F- - - - f -._-_ I- - - . -_ _ - 1- - !- F Lij ¢ - ¢ ¢ - ¢ ¢ ¢ ¢ -_ - --- - --- - - - -- F EASTFCM F ._ - _ M d -- (n-�,- _.fA �,-"„ .,v-�. (n-fl.- -�, E„ �,-�.-�,-F. - __ - - - - - 2600.09""-`"_�,_�,- _ -- - - -2600.48"_-�"- - --260 . _ c .c 2599.41 - --_ 2599.51 =--- _ 2599.71 --- --- 2599.89 2599.85 2600.07 2600.00. - --- ---___- _ -_ 2600.14 SC '28 -- - - - - CL 2600.34 2 L 0 4 -- - --- __--- - W N M _ CL 0 A -'CL CL _ Cl __-____.- _. CL ._SC- _ _ - _ CL_ SC _ _ 6 _ - CL --- _-2600.04._- _2600.15_ _ _ _ .__ _2600S4C1- _ _ SC _2600SC-- _CL 03 __ N _ _ _ _ _ . _ _ _ �_._ _ _ 200.03 -___.__..__ Sc _. _ -_ ___ _ ao --- 2599.38 - 2699.62 _-- -2599.93- 2599.96 SC SC _ - - c N O C -- __ 2599.26 SC 2599.46 25 - _ _ 2599.81 .. Sc- .-__- -- Sc ___- ___ - _--. Sc - - - - _ - SC 99.71 _ SC Sc- - 2599.25 _---..2599.33 2599.55 SC _ __ -°�_- `u SC.a".. - - 600 00 6_- Sc SC _ o co O O _._ _.._. ` * . . 111 ad N 47 U ` 2598.87 - 2599.09-T _ T " - - - - 2 2 Z 1 _. .-.._.-T=r- _ - _ _ U t0 EEP - -_,_ _ SC _ - 2600.08 - t -" .14- - 2600.08 N 2600 07 2 00.23 2600 25 NEP M O O -� - - -- NE 2 O _ P NEP / FG fG NEP 2599.35 2599.56 _ 2599.74 2599.70 2599.80 - -- - 2599.76 r 2599.88 2600 12 NEP a 260NEP ¢ '� --- ---- - - - - -2598.76 �2598.81 2599.19 2599 - _ 2600.07 2600.24 B 2599.15 NEP 2599.31 2599.52 - _ Z BOS '. NEP NEP NEP BOB ___ - NEP gOS NEP _ - _ BOS SOS-2600.05 � ;LOG %t? BOS BOS BOS --- �00.07�kF 98FG 2598.84 BOS ,- _ _ __- -.---- B OBOS FL 2600.57I LOLL -2600.25 z EOP BOS 2599.26 2599.47 2599.69 2599.91 - 2600.12 _ 2600.34 -_ Q 2598.82 2599.04 _- ---- - -_ a< FG o TB.2 _ _ FOW FOW FOW FOW 'T.T _ ° FOW _ _ FOW FOW FOW 2600.21 0 2600: ,° °.W a ° :-. - ° . a. ° ° -°°a. ° - - °. - - - 2600.24 TOW TBRC 2598.91 2599.13 - 2599.34 _ 2599.56 - - - 2599.78 2600.00 -' - _ 2600.21 - t - BOW 4 BOW BOW _ -. - BOW _____ BOW FG TOW !� i i� i , \° TOW t 1 <BOW � _ BOW a BOW __ � � � _. __ - � - GRADE BREAK 2598-75 2599.60 - C FG FG 2599.29 `, SEE CONTINUATION SHEET C5.1 • FG o � �Hb 2� U i TV 1 NORTH ( �- - \ v1,��� Sjp"� I S 0 20 40 SCALE: 1-INCH =20-FEET .... ---"GRADE BREAK411 NOZ < OzOo Z E- R -� C90ww Z - ul m j U_ LL a I i O i m � } _ - Lo ¢ UW F- O O 0 � � 0 i Z Z O ¢ g c� o 2 nQW0 LL, _ - LL O0 Q } O - W m H Z ul u1 Q J __-_ - _. __ - __. -.-_- - - N __ - M _ __ __ __. _ _ - __gyp_ - - - __ _-_-__--_____ - __ - -. _ - __-: --:-- --_ - - _ - _ _ _. h S - - - -- - - - -- - -- -_ + ---- - - - + -__- - o - p - + -- -- -- - t- - -- ------- =---------=-t ------------ - - -- - - - - - - - - - - - - - - - -- - -- -- - - cp -- -- - ---- - r--- --__ - - -_ --_:.:_ - - - -�� _ -- _ - - -- - - - - g-®-Em_ -�- - - - - -_oZ,�,-�-®-�-�,-�._,,_�_E�-�-Za_�-��-�-�-�_�_.�.-�e_�_�Z-�-�_�_�°_�_�-��Ea_�-oZ-�=---�,-�-�-�� _- - Z - __ -- _ -- -Z-_ - �° -® -.�'- - -- °-� u� p Z O O O O _ _ - - O _- - O -- - O - -- - - - ¢ O� O - - - = z0� w z ao _ - ------~ - ¢ ¢ _ ¢ -- Q O _ ¢ o a v �. -_ - _- - - - _�-- -- -- -._fn- 2600.94 -- "--. _....---_... . _ -..tA zso1.17 .A.- - � / �. �, -a,- - - - - -- fA 2soz.z7 'a,- -�. S z_ _ �., a. �, a,-�, "„-�, a, �+'r - E"-2600.39 �'_"'-�' `" e" °.,'- " a. a.. `2600.51- -a°-a,-fl.-�2600.67-a.-of �,-A.-F.-Fn-�, a. - 2601.47 € - - A;2601.86_a.,-�, a-F.. - - - __CL W (D -_-2600.35-- 2600.39 _._ -_ - -- -- -.__-- _- _ - - CL 2602 09 - - I- � W Z _. _ CL CL CL -- __ CL CL / CL 3 2601.75 - - - ¢ 2600.32 -2L _ _2600.36 __-__ '-_ _ -2600.42 _ _ - 2600.60 - - _ _ 2600.85 - ----_ - _ _2601.05 _ _ _ _2601.42- _ _ �. _ _ SC_ - - _- - - " O ¢ ?i Sc" SC SC SC SC�- - __ - _ O 2 Sc SC - _ _ - SC_ - - _ - �. �� - - - O LU 2601.98 m _ BOBBOS 2800.29 - -- - - - '- T - ¢ 260025 NEP _ __ - - - - - - - _ _ _ _. - 2601.97 �______ _. _.._ O NEP - _ - � I. � Sc ._._-• ol ¢ 2600.24 BOS -' -...\ 2600.05 2600.01 2600.09 ----2600.Os _ _ -_ ---- ----= -2600.29- `- - 2600.54-' \ " --- -- -_ __-- BOS -._.__ _. _-.__ ___ BOS __- - _ _ _-__.._.._-_-- NEP ---- _.___--_.--_--_-_- -260NEP __ BOS -_ -_- -_ ___ 260NEP 260NEP 260NEP BOS \ NEP BOS.11 NEP i. BOS F- 2600.25 2601.48` 12601.44 - NEP -_ _ 260 260NF Z F= „ 2600.25 - _- __ __ _ __ __ __. _. 2600.56- - - --- - 2600.58 _-- -2600.60 O BOS BOS Z � SOS. - - - - ---- 2600.67 2601.36 • _ _.____...- - n, ---- - -- _ - -- -"- 2600-62 � 2600.65 2601.01 2600.54 FOW FOW FOW FOW - FOW FOW FOW FOW TOW __ _ __ - - n " 2600.63- --_--- 2600.65 - - - --- - ---- --_- - 2600.67 -- - ---.-_ ..-_____ __ __. 2600.69 __ - 2600.71 2600.74 2600.76 ° a 2601.10 ° ° _ -2601.45 TOW -___ - BOW BOW BOW _._..- BOW .BOW -"--_ -- -- BOW BOW --- -- _--_ BOW-- 1 -- ldk- --- - 2600.03 - 2600.44 _. _- MOM r , MF FG FG - FG V L _ I NORTH 0 20 40 - DATE: 22-SEPTEMBER-2019 i�i � \ i �tl � HORIZONTAL SCALE: AS NOTED SCALE: 1-INCH =20-FEET - - -" �� VERTICAL SCALE: AS NOTED DRAWN BY: C.A.AUTH 15 _-- CHECKED BY: J.D.CANNING FILE: TC04SCPS.DWG i j' ' -- -- - - SHEET NO.: 2599.98FG - _ - m LO N 0+00.00Lo 0+60.00 1+20.00 II 1+80.00 c M 00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0. 0 10.00 20.00 30.00 40.00 50.00 -10.00 0 �0 10.00 20.00 30.00 40.00 50.00 ti m c` 2600 2600 2600 2600 2600 @ OFFSET=0.00 OFFSET=45.00 i FG OFFSET=45A0 2600 2600 U 2600 O_ M ELEVATION= 2599.21 U FG OFFSET=42.00 OFFSET-0.00 j ,ELEVATION- 2599.00 ELEVATION= 2599.12 ELEVATION= 2599.34 2.06% ELEVATION- 2599. FG OFFSET=20.00 3 O O FG OFFSET=42.00 I\ I a FG OFFSET=20.00 3 O *71 I _TELEVATION= 2598.91 1 UFG OFFSET=19.42 2.06% - - �I - - - LEVATION= 2599.31- -8' t 8 11.67/o@NELEVATION= 2598.87-148% - i - - - _ - �.83% ELEVATION- 2599.15- - 0.94%- iO-117% �6 -.- - - - _ I \ I a O m -2.01 1 u I ka y:' 0.50 >. 0) (0 w L011% Y/FG OFFSET=37.00 - �- -280% w L i • s. m N1 32°k 0.58%, %-'. 050' xs ; N LL.24% ELEVATION= 2598.82 -( Tm ^ O 1.8Q°h 0-16 O50 �� a.-•r OFFSET=3.00 I0. - m -l LEVATION- 259947 W-_., ... ,.._... ELEVATION- 2589.81 f'_.-. L 2599 2599 1.3s v �:..: - � 2599 2599 � 2599 FGOFFSET-12.84 0.12 r I 1.8 0° 9 0 ""'0.50' j . - ! OFFSET=00 [ �� FGOFFSET=37.00 •�tY,',}-'� 599 259 59 0 2 9 � mELEVATION= 2599.13 ;yg;.'%s •e5';%; +;;': ELEVATION= 2599.51 !)xELEVATION= 2599.25 ' - FG OFFSET=42.00 _ s?OFFSET=0.00 e%r.:3 \ FGOFFSET=37.00 'tt-41'lZti: 'a' M - _ ELEVATION= 2599.56II/ ' a ELEVATION= 2599.04 ,i ✓ FG OFFSET=-3.69 FG OFFSET=45.00' - FG OFFSET=11.48 - u (0 FG OFFSET=19.37 jPi1"` (i ELEVATION= 2599.41 •>8<� � - O ELEVATION= 2598.92 \\ I '�'%w '- Wit . y\ FG OFFSET=42.00 ELEVATION= 2599.59 FG OFFSET=16.98 - ELEVATION= 2599.34 ELEVATION 2599.46 -__ FG OFFSET N K OFFSET=-5.00 ELEVATION= 2599.13 j FG OFFSET=17.00 ELEVATION= 2599.51 = C W ELEVATION 2599.19 OFFSET=-5.00 �� ' \ - OFFSET=-5.00 OFFSET=45.00 ELEVATION 2599.35 OFFSET M �' FG OFFSET=45.00 ELEVATION= 2599.34 OFFSET=45.00 FG OFFSET=13.48 O)- ELEVATION= 2599.15 ELEVATION= 2599.61 ELEVATION= 2599.26 ELEVATION= 2598.69 ELEVATION= 2598.61 C c; s ELEVATION= 2598.M ELEVATION= 2598.07 2598 2598 2598 2598 2598 2598 2598 2598 LU 20 v s -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 MOO 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 Q rn LL t"� co Eyo N N 7 C Un _U � O M O ULO > 2+40.00 3+00.00 3+60.00 4+20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 FG OFFSET=45.00 OFFSET=-5.00 FG OFFSET=45.00 FG OFFSET=45.00 FG OFFSET=3.48 OFFSET=5.00 ELEVATION= 2599.77 ELEVATION 260015 ELEVATION= 2599.98 OFFSET=-5.00 1 ELEVATION= 2600 00 ELEVATION= 2600.24 OFFSET=0.00 ELEVATION= 2600.20 ELEVATION= 2600.15 FG OFFSET=42.00 OFFSET=0.00 ELEVATION= 2600.14 FG OFFSET=20.00 -S' - - T ' FG OFFSET=42.00 ( j I FG OFFSET=42.00 - + ELEVATION 2599.84 ',,ELEVATION= 2600.43 3 m OFFSET 0.00 . ELEVATION= 2600.07 FG OFFSET=42.00 I FG OFFSET=5.48 -' ELEVATION= 2599.78 U ELEVATION= 2600.21 I T U w 1 L0,32% 0.50 ELEVATION= 2599.89 j ELEVATION= 2600.00 O FG OFFSET=17.00 FG OFFSET=37.00 - EL OFFSET 259 I -L ELEVATION- 2600.03 3 -1.89"9 710� U I ' m 0.50' ELEVATION= 2599.88 ELEVATION= 2600.34 % FG OFFSET=99.69 ( ! I ELEVATION= 2599.93 j I 3 U U FG OFFSET=00.00 O 'q 2.01% - - - ---a - ELEVATION=2600.12 I 1.8( I°A - - 1 - - - - - - 1 O na�. - 2.94% x FG OFFSET-9.48 ELEVATION= 2599.69 I 1.59% '. FG OFFSET=37A0 � � Om �.,,. ___I- -- -- _ --- --- O J4,4A` ,^ta 0� 1. 7% �y kwj_-, ELEVATION- 2599.71 n 1 3 ELEVATION 259991 o ° . 2600 1 t - - 3 - m - 2600 2600 Y 2.00% °w t,;,x :x? 2600 2600 - --- t�s% w --- -- - -- o-. 2600 26007-2600 -•q 91%- - - -a - - - - - 1.21% -`� i \L L7 33%d ~s•E _..... OFFSET=0,00 1.33 O ..... I 1.8 /o ��\ L1.33° v: ?.:e.r: 050, yam..- p T j -2.04% w _ 0.99% j \ -- ' '_+.':5 � ( y'"•., ,^.{;:1. '° ELEVATION- 2600.28' fyaz:ta 0.50' _ :'!C7 wii 1 ..Y - \\ 1.33%d �;, \ ;'t , y" FG OFFSET=17.00 y FG OFFSET=-4 65 \ `..'-y. Gj� y \ 1'i.,..:,, FGOFFSET=17.00� 1,, _- _ FGOFFSET=45.00 0H s.;. ., xs;A \ _•;y ELEVATION= 2599.80 z'i /•- ------- --- ELEVATION 2600.36 \/ }'')ayn FG OFFSET=17.00 6 - - 1 . ELEVATION= 2599.74 \ y'�-q� 74a. / ELEVATION= 2600.42 � 6 ELEVATION= 2599.56 ^"- ? -1^. ! '.''.; OFFSET 45.00 FG OFFSET=20.00 / OFFSET=45.0) OFFSET=-5.00 'L s'� FG OFFSET=20.00 / OFFSET=45.00 0- FG OFFSET=20.00 \ •*. ELEVATION= 2599.70 ELEVATION= 2599.03 ELEVATION= 2599.76 \ / ! ELEVATION= 2599.51 ELEVATION= 2600.35 ! - O ELEVATION= 2599.52 ' ' ! - ELEVATION= 2599.58 O 2599 2599 2599 2599 2599 2599 2599 2599 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 gjP Q� - co I- O Z Q O Z O p J Z F EE U` O w w 4+80.00 5+09.55 5+40.00 6+00.00 Z - LU m > LL LL -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.001 50.00 r^ o m O O FG OFFSET=3.48 xr FG OFFSET FG OFFSET=33.00 FG OFFSET - FG OFFSET=38.26 FG OFFSET FG OFFSET=37.00 �- 1 -O' - - T VJ • O fA W U FG OFFSET=17.00 m ELEVATION= 2600"' FG OFFSET=45.00 ELEVATION= 2600.34 ELEVATION= 26W.57 ELEVATION= 2600 27 ELEVATION= 2600.23 ELEVATION= 2600.29 ELEVATION= 2600.32 yELEVATION= 2600.56 1 K U N FG OFFSET=31.86 ELEVATION 2600.30 U aj FG OFFSET=17.00 ! / I 180"/0 2.20% 050' IX Z 1 ELEVATION= 2600.19IX m -0.51% L) U FGOFFSET=34.98 ( V U / Z O 1.89°k�' -°/P.11% -'2 .68% ELEVATION= 2600.07 -2.95° In ! ELEVATION= 2600.39 N \ -^<�.t�a Q ¢ FG OFFSET=23.60 2.37%� '�.04% 1.14% -1.60% O O 0 1 -2.15% ELEVATION= 2600.08 1.08% 3A3% -2.22% 2.08% 3.03 1.8 FG OFFSET=45.00 - T .r I ( \ 1.38% 0.21% 1.7�% 2 00% -0.82% 0 0$% 0.29% 1 88% / w ;. \ .L��::„�q;. F- H R' -058% j �,.� \ ; ELEVATION= 2600.51 \` / / L1.33 k, ! \ ;,'e q_'• •� LU ¢ Q \ 1.29% \ \ >' U LU O FG OFFSET=40.75of LU 2600 - -- ~ \` 2600 2600 -T--_ - -___ __ 2600 2600 __,- 2600 2600 - \ y,� r, \ 2600 U = LU o FG OFFSET=38.60 '� ��/ _ .ELEVATION= 2600.34 a F- (q _ -ELEVATION 2600.22 OFFSET=0.00 _ _-_ OFFSET=0.00 " FG OFFSET=1700 a ;(`'1 FG OFFSET=42.00 --j- -- a U) LL D - ELEVATION= 2600.42 T -7 ELEVATION= 2600,35 FG OFFSET=45.00 .; OFFSET 0.00 j / - ELEVATION 2600.05 '"3! ELEVATION= 260065 /� O ¢ O O O } ELEVATION= 2600:48 ! ___ ! J FG OFFSET=22.47 ELEVATION= 2600.38 m 1- j. FG OFFSET=-4.25 OFFSET=45.00 FG OFFSET=-4.04 OFFSET=0.00 �// •^) t� "t Z Z \\`� - ELEVATION 2600.45 ( ELEVATION= 2599.79 ELEVATION= 2600.43 ELEVATION 2600.23 fG OFFSET=45.00 (^ W F- ELEVATION- 2600.39 ELEVATION= 2600.58 �/1 U OFFSET=5.00 OFFSET=45.00 FG OFFSET=28.12 - _ - r ¢ O ELEVATION 2600.41 FG OFFSET.=17.00 ELEVATION= 2599.53 OFFSET OFFSET--5.00 ELEVATION= 2600.25 OFFSET=45.00 OFFSET=3.00 FG OFFSET=20.00 OFFSET=45.00 •^� W U ELEVATION= 2600.12 ELEVATION= 2600.44 ! ! ELEVATION= 2600.40 ELEVATION= 2599.70 ELEVATION- 2600.31 ELEVATION= 2600.01 ELEVATION- 2599.78 ZOO ,- ¢ 2599 2599 2599 2599 2599 2599 2599 2599 z J LLJ ¢ -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 •►r�..y� Lo > V CD < 00 n- oozy ¢ M � o_ oXZ wU) 6+60.00 7+20.00 7+g0.00 8+40.00 O F -10.00 0.00 10.00 20.00 30.00 40.001 50.00 -10.00 0.00 10.00 20.00 30.00 40.001 50.00 -10.00 0.p0 10.00 20.00 30.00 I 40.00� 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 FG OFFSET=3.48 � m - FG OFFSET=20.00 FG OFFSET=37.00 p m U U FG OFFSET=20.00 p m OFFSET=0.00 ELEVATION= 2600.36 FG OFFSET=17.00 O T ELEVATION= 2600.11 w I rn FG OFFSET=17.00 ELEVATION= 2600.29 'i L1.41% ELEVATION= 2600.94 OFFSET=45.00 u 1 8 °/ 1 27% U O ELEVATION- 2600.60 I 1.8 % 12.68% 0.50' -1.49% -1.97%1 ELEVATION= 2600.33 I 1.8 U U ELEVATION= 2600.09 �i\ 0.50' m FG OFFSET=17.00 - , . FG OFFSET=3.48 ELEVATION= 2601.00 -3.09° m �� ' ,+a - -1.54°k _ - - - - ;Fh 6t;� - - 1 -1. 7% 1.97%. •;r ! ELEVATION= 2600.85 .25% i s'a;" ELEVATION= 2600.15 ! ( \ )1;.r�,� . ! A..1 V1 -0.90%1 u FG OFFSET=45.00 v 1 33%'. _- osz.yy i ( <-' // .68% I FG OFFSET=17.00 ELEVATION ION= 2600.69 J ` 133,' / -- - - - +. -2. I--ELEVAT ONELEVATION 2600.68� - FG OFFSET=FG ET=42.00 2600 _ _-_-_ __" •i FGOFFSET=37.00 _ \\--_ ___ 2600 2600 N \ ? � r/ 2600 2600 - .- -,_'^ _ ___.-._ 2600 2601 FGOFFSET=20.00 ELEVAT 2600.74 �s - 2601 O OFFSET 0.00 y :' ELEVATION= 2600.58 \ 37.00 O T ' ( ELEVATION= 2 00.60 FG OFFSET=37.00 \ -2.00%u ELEVATIONO 62%1.65 a o L1 R.. FG OFFSET ----- FG OFFSET=42.00 a•.�-e'f 0.50 ELEVATION= 2600.39 l-1 FG OFFSET=3.48 3 'r$S ELEVATION= 2600.67 ( ELEVATION= 2600.42 ELEVATION= 2600.69 ELEVATION= 2600.62 \ 1 33 • s,. •t�?y ( 1 FG OFFSET=342 1 OFFSET=0.00 \ "� £" `/ FG OFFSET=45.00 OFFSET FG OFFSET=42.00 FG OFFSET=-4.93 'sysa •' - ELEVATION- 260050 ELEVATION 2600.67 ELEVATION= 2600.57 ELEVATION= 2600.51 FG OFFSET-45.00 ELEVATION= 2600.71 ! ELEVATION= 2601.07 -r,�; �;.j ez..• y.:. FG OFFSET=20.00 E" OFFSET=-5.00 OFFSET=45.00 OFFSET=-5.00 OFFSET=5.00 ELEVATION= 2600.05 OFFSET=45.00 OFFSET=-5.00 OFFSET=45.00 ELEVATION= 2600.59 FG OFFSET=45.00 ELEVATION= 2600.45 - ELEVATION= 2599.72 ! ! ELEVATION= 2600.44 ELEVATION- 2599.94 ELEVATION= 2600.32 ELEVATION= 2601.07 2599 2599 2599 2599 2599 ELEVATION= 2600.67 2599 2600 2600 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 • 15 O V 9+00.00 9+60.00 10+20.00 10+80.00 DATE: 22SEPTEMBER-2019 10.00 0.00 10.00 20.00 30.00 40.00 50.00 10.00 0.00 10.00 20.00 30.00 40.00 50.00 10.00 2 g0}�'0�� 10.00 20.00 30.00 40.00 50.00 10.00 0.00 10.00 20.00 30.00 40.00 50.00 HORIZONTAL SCALE: AS NOTED FGO OFSE5.00 ! FG OFFSET=17.00 ! OFFSET 45.00 '- ON - - - _F�F�-F37,M - - - I - - VERTICAL SCALE: AS NOTED FG OFFSET 3.48 ELEVATION= 2600.79 ELEVATION= 2601.15 ELEVATION= 2601.35 - - - a I ! ! j ELEVATION= 2601.05 FG OFFSET=20.00 1 U O ! _ _1_ % w ELEVATION= 2601.36 3 O OFFSET 0.00 ELEVATION= 2600.74 - OFFSET=45.00 rn FG OFFSET 601.10 L 5 °� 0.50, ELEVATION= 2602.27 OFFSET=45.00 DRAWN BY: C.A.AUTH -1.22% !-1.51% I ! _ELEVATION= 2601.10 I ( 133% w I ELEVATION= 2600.69 ! � - - - - - -;- - \ -0.47% 1 1.8 - .83% I _2 o U ELEVATION= 2601.13 U I FG OFFSET=17.00 FG OFFSET=42.00 -2.01% j FG OFFSET=37.00 I \� y-".abyT % a - 1 .02% CHECKED BY: J.D.CANNING ELEVATION= 2601.01 -mom FG OFFSET=17.00 ,G�;�;, o ELEVATION= 2600.78 ELEVATION= 2600.76 _ 1.33% O ••'I - " -'r. FG OFFSET=8.43 FG OFFSET=42.43 -2.48% - - - - - n. - - - - - - / -0.57%y 180% �2.43% O50' ELEVATION 2601.48 tz 4i FG OFFSET=42.00 EY .'Y - .36% ELEVATION= 2601.98 ELEVATION= 2601.11 FILE: TC04SCPS.DWG \ FG OFFSET=37.00 I \I "it: ELEVATION 2601.45 s ________ O __'_. _._.._. ___._-_ - --_-___ -_______- _. :. __-__. __ _______ --_. .t$ ..�� r._--__-- __ -_., _ • ___ -___-. --_-_____FG OFFSET=3.48 ___ ,F ?'� ___ _...__. ______ •x XF "` . 2601 2 ELEVATION= 2600.67 °m 2601 2601 -\__ _ 2601 2601 \ _ O o 0.50' _ �,•wk );:�.e.-,+_•��. - i ELEVATION= 2601.75\\ R `wi ' --_--._"-._. 2601 2602 ----.. _._-- ----_-___ FG OFFSET=38.80 ; 2602 ::k�o / \ FG OFFSET=3.07 ELEVATION=i 2601.26 ,43% 1 180°/ 1 k h. r .OFFSET=0.00 i N_____ ________ �r 4` <� ELEVATION= 2601.86 \ i _ - --- -2.36% ELEVATION= 2602.36 SHEET NO.: r•." �•1 ---- ' FG OF \ FG OFFSET=45.00FG OFFSET 20.00 FSET= 4.37 ------- - OFFSET 0.00 ELEVATION= 26 ELEVATION -500OFFSET=0.00 .. ! ELEVATION= 2601.17 3"Z:; j -�; aci ELEVATION= 2601.47)FFSET=3.48 OFFSET=45.00 ELEVATION= 2602.35 ( 14 OFFSET= 5.00 OFFSET=5.00 ELEVATION ! OFFSET=-5.00 FG OFFSET-20.00'. OFFSET=-5.00 0.48 ELEVATION= 2601.41 ! FG OFFSET=45.00 ELEVATION= 2601.97 ELEVATION= 2601.44 ELEVATION= 2600.70 ELEVATION= 2602.35 2600 ELEVATION= 2601.05 2600 2600 ELEVATION= zsol.o3 2600 2600 2600 2601 2601 C5 • -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 Lo ASPHALTIC PAVEMENT, SP-3, 0.5"MIX, PG 58-28 NOTES. • CD m or- 3/4" MINUS CRUSHED AGGREGATE BASE RIM c cl) `n COURSE(MIN. 95% COMPACTED TO O REFER TO PLAN VIEW SHEET FOR MORE INFORMATION. _ cc MODIFIED PROCTOR DENSITY) TOP GRADE RI OB GROUNDWATER WAS NOT ENCOUNTERED (ESTIMATED TO BE GREATER THAN 20.00 FEET DEEP)AND IS NOT CONSIDERED A FACTOR �� m mo IN DESIGN SYSTEMS FOR ON-SITE DISPOSAL OF STORMWATER PER MTI ADDENDUM#1 REPORT B191817g DATED 29-OCTOBER-2019. H a a L TOP ONE 18" MIN O THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3-FEET OF THE 0) - ,-.., ..;. . .,. .: ..• , ;:. .:. BA ILL - cu LL 0 .m Z CKF m INFILTRATION FACILITY. c� BOTTOM DESIGN ELEVATION FOR ANY INFILTRA O � � o 4.0" d = m . . . .. - . . . .. . . .. . . -- - - c14 DO STORM WATER MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ACHD BMP-01 WITH MANHOLE FRAME AND ■m N a 33 TOP OF DRAINAGE BED COVER PER I.S.P.W.C. SD-616 AND SD-617. c 0 3 Oct) of 3 ITTOP OF BASE ° OE SEE PLAN VIEW FOR DRAINAGE BED DIMENSIONS. E M i- 14.0" 5 11 a a a ° 12" MIN. , LN c c cm r 6" MIN w _ ° a ° INSTALL END CAP O SEE DRAINAGE REPORT FOR CALCULATIONS. w " cl a 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 o p�U- a) IN. ° 0 0 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° c - m O Z INSTALL f�00 5 LF 1 CENTERLINE OF PIPE ALL SOLID WALL STORM DRAIN PIPING SHALL BE PVC, ALL PERFORATED STORM DRAIN PIPING SHALL BE HDPE. HDPE PIPE IS ONLY - a) N 8" PVC O 0 120 INSTALL 18", 1/2 PERFORATED PIPE ,6 ALLOWED WITHIN DRAINAGE BEDS.) 08 SEE DETAIL 3 FOR PERFORATION SCHEDULE to 0 1 " INVERT IN -- ° INVERT PIPE O � o COMPACTED SUB-GRADE ° O DESIGN INFILTRATION IS 8-INCHES PER HOUR ALL BASINS. WMM U cn > z 3/4"-2" CLEAN CRUSHED ROCK WITH MINIMUM 95% COMPACTION 2 a a ° MINIMUM 50% FRACTURED FACE O INSTALL STANDARD CONCRETE CATCH MANHOLE PER BMP 04 WITH MANHOLE FRAME AND COVER PER I.S.P.W.C. ACHD a � a ° N F BOTTOM OF DRAINAGE BED SUPPLEMENT SD-616 AND SD-617, LARKEN OR EQUAL. 6" MINUS AGGREGATE SUB-BASE. MINIMUM 95% COMPACTION 0 MAXIMUM PARTICLE SIZE OF MILLED ASPHALT SHALL BE 1-INCH. BOTTOM OF j O ELECTRONIC MARKERS ARE REQUIRED AT EACH CORNER OF AN UNDERGROUND INFILTRATION SYSTEM. CONTRACTOR TO MANHOLE STORM DRAIN MANHOLE Z AS TM.C-33 SAND 18 COORDINATE WITH ACHD THE INSPECTION FOR PLACEMENT OF SAID MARKERS PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. TYPICAL ASPHALTIC PAVEMENT LENGfH — — BOTTOM OF SAND O CONTACT ACHD FOR INSPECTION. SEE GENERAL CONSTRUCTION NOTE 5, SHEET G-1. >49' &INNTERNAL CROSS—SECTION (1W MIN.) NO GROUNDWATER NOT TO SCALE 1- t ENCOUNTERED IN TESTING. ------ ----------------------- SEASONAL HIGH GROUNDWATER= >20.00' BGS TYPICAL STORM DRAINAGE MANHOLE AND DRAINAGE BED DETAIL 3/8-INCH PERFORATION 2 NOT TO SCALE 45°0' 45°0'0" LOCATION (TYPICAL) y S�P`� Q� 45°0'0" 4500'0" 18" PVC STREET RIGHT-OF-WAY WIDTH -47.00' 5' SIDEWALK 8' LANDSCAPING STREET WIDTH BACK OF CURB TO BACK OF CURB (BOC)-33.00' 8' LANDSCAPING 5' SIDEWALK r. '.,: -......._...... c> - ;::;::::1.8:.kiYIN::: 1. '7.00' 00 1.00' 7.00' � �=co - 2 MAINTAIN 6"OF DRAIN ROCK CENTER CROWN BETWEEN CURBS � O z Q 180°0'0" asm-OVER TOP OF PERFORATED ADS 1.75% 2% 2% 1.75% O z O 5 NOTES: _._........_......... ...... — . . .. . ... .. O w 0:5' z � � g m >> wo O 3/8-INCH PERFORATIONS IN EACH VALLEY OF CORRUGATED PIPE-5 18" N-12 1 o m 0 0 PERFORATED G r^ • ¢ 0 w F- EACH DS PIP UJI a 3 a vl O W m W U a CL g000 4 •� UcoQg0z PERFORATION SCHEDULE �1 NOT TO SCALE DRAINAGE BED IS WASHED 2"DRAIN LEGEND 5 /'1 �y F_ () = w �.+y t- U m ROCK. WRAP ENTIRE BED EXCEPT fO O < LL 0 w - 01 2-INCHES CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK w O O m r BOTTOM IN MINIMUM 4 OZ./SQ.YD. (n •�r.^y It z NON-WOVEN FILTER FABRIC O 3-INCH ROLLED CURB AND GUTTER v1 O h Q O LL U. w O3 2.5-INCHES HOT PLANT MIX ASPHALT CONCRETE SURFACE COURSE- SP-3, 0.5"MIX, PG 58-28 •> ¢ O O w 0 ° _ - 4-INCHES CRUSHED AGGREGATE BASE COURSE �•y o _4O SHE •� z < 18"ADS " BASINS"A", "B"AND"C"- 15' 14 INCHES CRUSHED OR 6 INCH MIN NCRUSHED AGGREGATE SUB BASE COURSE Lo a _ STORM DRAIN N-12 OR CATCH O US U =^ MANHOLE SIDE EQUAL, OR BASIN SIDE ,-. utp , N ;, p; r -� V 1 o O z O 18" PVC e �_ ..; :..,�>« r. x, <3� s ` r� = ='"�°s= w �° ` T >�REF.: CAL ROAD SECTIONco °sxr.�;A ..se...�a.:iL'suet...vr.�s. ^ '•��._--"-': � � Q S � + k ` ASTM C 33 SAND" �: k -18 b GROUT ALL .wy; y q yb-=< :p' � �u _ HO STANDARDS FOR PUBLIC WORKS CONSTRUCTION Std. DWg. SD-801 NOT TO SCALE Lu 0 w Z L 44 +Y�'� ?. ti ".M SIDES OF 3r - K .SSKn , . PIPE (TYP) 3'TNT 0 X 0 /� HIGH SEASONAL GROUNDWATER IS EXPECTED GREATER CATCH BASIN & STORM DRAIN THAN 20-FEET FROM GROUND SURFACE 4 MANHOLE CONNECTION DETAIL DRAINAGE BED — SECTION NOT TO SCALE `� N07 TO SCALE ULL . } oZ W Q wz W00 Q CDC U � Z �4J LLI j Q w w F- a- V O cowa w Z U 5' SIDEWALK 4.00' 13.00' 3.00' 2' MIN. VARIES CONSTRUCT 3-FOOT WIDE GRAVEL SHOULDER- 17.00' 10" OF 3/4" MINUS CRUSHED AG. (MINIMUM 95% DATE: 22-SEPTEMBER-2019 COMPACTED TO STANDARD PROCTOR DENSITY). 1.75% HORIZONTAL SCALE: AS NOTED a.- 3"ASPHALTIC CONCRETE -SP-3, 0.5" MIX, VERTICAL SCALE: AS NOTED __:.:- - PG 58-28- PER I.S.P.W.C. SECTION 807. DRAWN BY: C.A.AUTH 4" BASE COURSE OF 3/4" MINUS PER I.S.P.W.C. SECTION 802. CHECKED BY: J.D.CANNING NOTES: SUB-BASE 20"OF 6" MINUS PER I.S.P.W.C. SECTION 801. FILE: TC04SCPS.DWG OA EAST MCMILLAN ROAD SHALL CONSTRUCTED WITH SP-3, 0.50 INCH('M.")MIX, PG-64-28 THREE INCHES(3")THICK,AS A MINIMUM WITH 4"OF 314"BASE AND 20"OF 6"MINUS BED RUN. O CONTRACTOR SHALL COMPLY WITH A.C.H.D. SUPPLEMENTAL SPECIFICATION DRAWINGS SD-303 AND SD-806 AND I.S.P.W.C. SD-301. SHEET NO.: ASPHALTIC PAVEMENT SECTION. FOR A.C.H.D. IMPROVEMENTS 7 NOT TO SCALE C6 . O N p N ^� C (j to t O W N a. M H� N O N U Ift O X N >, N N N W N N U- C > 0 ,=`O v r W �Y co � -�_ EAST MCMILLA_ N ROAD �� — _ _ .@ .� _ W � ®� �� EAST MCMiLLAN ROAD _ _ _ _ - _ _ —_ _ Q _ _ � jt wo—aw— — =_= _Y°e_—. _— _ _ _ _ _� _ /_/ —_®_®— \ OODD' T-- _T— —T— _ — — p 10 ID NN FERTERSEffm 7 O ........ .. . . .. . .. ..:. .. . ... .. _.. ., -. .. ... :, . . . .... to � O INSTALL TYPE 2 ----- ------ LED STREET LIGHT 1 NOTES: W 2 \ O O 6LOCK3 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE BVOC�1 12 " ' - 11 SPECIFICATIONS TO THE CURRENT VERSION OF HSPWC, THE CITY OF SUPPLEMENTALE ISPWC, THE MERIDIAN MERIDIAN DESIGN MANUAL,AND 1 THE NATIONAL ELECTRIC CODE. z 42. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO J I 12 STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT https://citizenportal.meridiancity.org/citizenaccess/TO OPEN A PERMIT AND REQUEST / 13 I O INSPECTIONS. 10 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE 5 ` hy/ c I REINFORCING, BEDDING, BACKFILL,AND FOR THE POLE AND ASSOCIATED Dyb y2 WIRING v / INSTALL TYPE 2 O ' c I 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN, FROM TREES, 5'MIN. FROM LED STREET LIGHT �i FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. O pS I � 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH � 9 A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING / INSTALL TYPE 2 I O ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC INSTALL TYPE 2 LED STREET LIGHT I 13 WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. LED STREET LIGHT / 10 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208) z z 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS 0 z p o 1 14 COMMON I LOCKED METER PEDESTALS. C9 O v w AREA O ) z — Wu- I 5 7. ALL STREET LIGHTS SHALL BE PER THE APPROVED LED FIXTURE LIST FOR r—I w \ w t 4 I I STREET LIGHTING FOR 44'OR LESS(LOCAL), LOW PEDESTRIAN LEVEL. o m O • ¢ mwi- w, gO O I 8O I 14 O moms w Vd � O0 ¢ 51 e�Co�1 >I g1 �+ g0ao � Ul 1 o N wl '""I UL Lu2 I 15 °o W � � xW ¢ h- UI- N a a //1 W O m z 0 K3 3 V 1 •r��/�/��l n v z -'I w 9�OC _ I O�OC� VJ ` O m ¢ O = COMMON o O K3 •� I- W U —a—� z O O O O z� O AREA O z 15 16 17 18 awl �� C 29 W •� ¢ Z � wa O M O 2 Q 16 INSTALL TYPE 2 =o l •r o _a I INSTALL TYPE 2 INSTALL TYPE 2 I r o �-/'� �1 a>LED STREET LIGHT o V J ¢ O LED STREET LIGHT I LED STREET LIGHT I 0 3 o o z O z Z Z m w F v I w = Z S W 0 LLI - � _ _ — _ _ I _ _ - _ — _ _ _ _ _ _ _ - _ _ - - _ _ - _ _ _ _ _ _ O EAST TERRITORY STREET EAST TERRITORY STREET O � �17 O , 777777 -INS ALL TYPE 2 INS ALL TYPE 2 = K1 EDTSTR ET LIGHT �+O R�{r,P EDTSTR ET L GHT CK1 INSTALL TYPE 2� >. I 6LOC�� W I gVOC P g�O LED STREET LIGHT z o � 18 19 20 21 22 23 24 25 26 27 28 29 30 � I 1O O2 O3 O � O I z INSTALL TYPE 2 LED STREET LIGHT I i i i Ili iz} w'1 412 � ! NORTH DATE: 22SEPTEMBER-2019 0 50 100 HORIZONTAL SCALE: AS NOTED LEGEND SCALE: 1-INCH = 50-FEET VERTICAL SCALE: AS NOTED DRAWN BY: C.A.AUTH 0 NEW TYPE 2 STREET LIGHT CHECKED BY: J.D.CANNING EXISTING STREET LIGHT FILE: TC04SCPS.DWG SHEET NO.: C7 9 0