The URL can be used to link to this page

Home My WebLink AboutConstruction Drawings C� z J ZD ZD w w O 0 O z z z LU J 6 ~ o � 2 PoW CONSTRUCTION PLANSC LLAN L 0 LEGEND o o � LU FOR o EXISTING PROPOSED TICK 0 +BM CONTROL POINT LENNON POINTE SUBDIVISION a 9 d GRADING POINT MARKER 2000.00 LERRY GRADING SLOPE ARROW 1% MERIDIAN , ADA COUNTY, IDAHO o_ C= 00-111, 0* 2000 MAJOR CONTOUR 2000 0 0 4 U 2001 MINOR CONTOUR 2001 AUGUST 2023 PROPERTY LINE --- -- -- --- ROADWAY CENTER LINE �� O EP EP CURB AND GUTTER o CD U U O M w w w WATER W W Elz Z 00 �= z 0 ss ss SANITARY SEWER SS SS PROJECT J JULIE RIVERS TETHEROW co a u1 oHE oHE OVERHEAD POWER OFFICE CONDO - CROSSING LOCATION Q z L a � m UGE UGE N uGE uGE UNDERGROUND POWER n Q U Lo PROJECT d z OHT oHr OVERHEAD TELEPHONE LOCATION USTICK ROAD a w , FIBER-OPTIC LINE F-0 F-0 • - _ _ C I- ww CITY OF U) GAS GAS GAS GAS GAS GAS - + MERIDIAN Lu o PRESSURE IRRIGATION LINE IRR IRR W PEBBLESTONE DR SHEET INDEX GRADING LIMITS (DAYLIGHT LINE) milk N � N N ch ch FEMAZONE 'X' � N N w� M CN CN PG SHT DWG N N 1? Q o FEMA FLOODPLAIN ._ CREASON CREEK 1 G-1 .0 TITLE SHEET z U z z z z z - U Y 00 U U m FEMA FLOODWAY SUBDIVISION NO. 1 o ' 2 G-2.0 GENERAL NOTES o 2 o 2 0 ELECTRICAL BOX ao �, rt 3 C-1 .0 SURVEY CONTROL w U) ° � ° U j w `� w TR TELEPHONE BOX 4 C-1 . 1 DEMOLITION PLAN W w w � � � 0JoJ z ss SEWER MANHOLE S w5-21 C-2.0-C-2. 16 GRADING PLANS > > Q Q 0 cn 0 1515 W. USTICK ROAD ;� z 1 22-28 C-3.0-C-3.6 STORM DRAIN PLANS w w E w E �G GAS RISER J PARCEL. S1201223115 1 NW 13TH ST _ _ _ _ w w w w 4+ WATER MARKER - 29 34 C 4. 1 C 4.6 UTILITY PLANS o W - - - - - T_ >- 4 y 3539 C5.005.4 ROADWAY PLAN & PROFILE ww � Q � Q -Wm WATER BLOWOFF CREASON CREEK ,� --- 40-41 C-6. 1 -C-6.2 IRRIGATION PLANS o N TUMBLE CREEK �, SUBDIVISION NO. 2 9yR , M:r N co ti z WATER VALVE H SUBDIVISION NO. 4 _ 42 C-7. 1 PUBLIC STREETLIGHT PLAN - ' 43 C-8. 1 SWPPP PLAN CD WATER METER N FIRE HYDRANT 44 C-9. 1 TRAFFIC CONTROL PLAN N ,.� OVERHEAD POWER POLE _ N ZION PARK AVE 45-55 CD-1 .0-CD-11 .0 CIVIL DETAILS o Y Y '�� ILW 56-61 L-1 .0-L-1 .5 LANDSCAPE PLAN CATCH BASIN - ° z Z o 62-69 L-2.0-L2.7 IRRIGATION PLAN o Q 9 w a E d U Q O 1 ho mqq w plu THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD ci VICINITY MAP 0 POLICY AND STANDARDS IN EFFECT AT THE TIME OF DATUM: cm SCALE : 1 " = 50' PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD LIJ z F_ • HORIZONTAL DATUM: NAD 83, ID STATE PLANES, WEST ZONE, US SURVEY FEET ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE z O W • VERTICAL DATUM: NAVD88 *REFER TO SURVEY CONTROL SHEET (C-1 .0) FOR DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED O — W MORE INFORMATION IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND z > UTILITY CONTACTS . SHORT DESCRIPTION, WERE APPROVED: NONE 00 W J _ UTILITY COMPANY CONTACT NAME PHONE z J OWNER/ zc/) WATER CITY OF MERIDIAN PATRICK COTTEN 208-898-5500 J DEVELOPER : ENGINEER : SEWER CITY OF MERIDIAN PATRICK COTTEN 208-898-5500 U TYSON LANE KURT NORRELL POWER IDAHO POWER VICK STEELMAN 208-388-6320 HILLCREST CONSTRUCTION WESTERN CONSULTING GROUP ID P.O. BOX 608 GAS INTERMOUNTAIN GAS GREG WEGNER 208-377-6840 ❑' or!! 1452 W. BANNOCK ST. EAGLE, ID 83616 SHEET NO: BOISE, ID 83702 COMM CENTURY LINK TBD 208-298-9901 15461 o G-1 .0 (602) 752-1900 208 860-8262 �' '�rE Of\0a� v ( ) TLANE.HILLCREST GMAIL.COM IRRIGATION NMID GREG CURTIS 208-466-0663 Callbefore DATE: L @ KURT.NORRELL@WCGID.COM ❑ 8-24-2023 PAGE NO: 1 OF 69 C� z J V) a z � 00 U � CITY OF MERIDIAN STANDARD NOTES - RESIDENTIAL AND COMMERCIAL DEVELOPMENT w " GENERAL CONSTRUCTION NOTES WATER CONSTRUCTION NOTES ROADWAY CONSTRUCTION NOTES � 1 . ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE O CURRENT EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR 100 CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 00- ACCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1 . ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO THE DISTRICT. ALL OTHER CONSTRUCTION SHALL BE DONE IN ACCORDANCE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. WITH THE CURRENT VERSION OF THE ISPWC (AND ANY ADDENDUMS), AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND MERIDIAN DESIGN STANDARDS, THE MORE STRINGENT OF WHICH SHALL BE THE IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS CONTROLLING STANDARDS OR SPECIFICATIONS. NECESSARY FOR A POTABLE WATER MAINAND NON-POTABLE WATER U MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL PRESSURIZED IRRIGATION CONSTRUCTION NOTES J J 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 430.02 OF THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE WASTEWATER RULES (IDAPA 58.01 .16). CONSTRUCTED. � Cn COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS O Y o RESOLVED. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY (D UO � POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE z z °0 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY I— z CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE D pap LL THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING CITY OF MERIDIAN WATER DEPARTMENT. C 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE 0 O ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) U m AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). Z 0 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS DRAINAGE NOTES 11J z ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE I— ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD W FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE 0 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF VALVES CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. N N N M co N M w 0 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC N o N � c � ~ 0 REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE WORKS INSPECTOR. m 00 m v 6 C° � � L APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH z z z Z Z Z m PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE 0 SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE ENGINEER'S GENERAL CONSTRUCTION NOTES Lu 0 w 0 NO. SEWER CONSTRUCTION NOTES w U) ° 0 ° U 1. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY w w � w 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE o o z 0 0 o APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01 .16) AS WELL AS cn ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL w w z Q } Q } 0 EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES w w g N AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE � � w w [if w [ifu_ CONSTRUCTION NOTE NO. 1. z z w > w > w N OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL w w 2 w 2 w 2 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER UNDERGROUND UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM OF :3 :3 w � w � w CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT AND THEIR 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND U � 0 0 0 0 0 FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF �_ _ } _ } DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION AND VERIFICATION co m U Q Q CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS N NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE z V) N cocoo ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED PRESENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF N CONSTRUCTION PLANS. MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL POTENTIAL CONFLICTS. THE DEPTH OF UTILITIES SHOWN ON THE PLANS ARE NOT CD KNOWN THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. N 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING g .o THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 430.02 OF THE 2. ALL WORK SHALL BE CONFINED TO PROPERTY AT ADDRESS 1515 W USTICK RD N 0- WASTEWATER RULES (IDAPA 58.01 .16). o 0 Y Y 11 . PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL MERIDIAN, IDAHO WITHIN THE PROPERTY LINES AS SHOWN ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING CONSTRUCTION STAGING AREAS o CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED ° z o > DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A TO CONSTRUCT THE PROJECT. � Q 9 w STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE E a 0 0 U Q 0 WRITING FROM THE CITY ENGINEER. WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS 3. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION THE CROSSING FACILITATE THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER J SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH AND Q IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) STRUCTURE EXCAVATION DURING INSTALLATION. CONTRACTOR IS REQUIRED TO o AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). SECURE DEWATERING DISPOSAL SITES AND APPLICABLE AGENCY PERMITS. DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. W W 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS z cn PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER z 0 0 4. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR _ TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). CONSTRUCTED ON THESE PLANS. O O Z cn W 5. FOR GEOTECHNICAL INFORMATION, REFER TO THE GEOTECHNICAL ENGINEERING z > J REPORT PREPARED BY ATLAS NO. B211602G, DATED JUNE 25, 2021 AND O Q Q a ADDENDUM 1, DATED NOVEMBER 8, 2021 . z m Q 6. THE CONTRACTOR SHALL VERIFY THAT NO UNMARKED EXISTING UNDERGROUND Z U) I W c� Z UTILITIES EXIST IN THE CONSTRUCTION AREA & ROAD RIGHT OF WAY PRIOR TO J W STARTING CONSTRUCTION ACTIVITIES. cn0 0 U c g�ONAL FN cy�% ID a SHEET NO: 15461 �o G-2.0 FOFR� DATE: cn 8-24-2023 Q) PAGE NO: 2OF69 z J ZD (!) Ila- z ZD \ - O EP EP U pC SECTION CORNER �1p EP CD 3 1/2" BRASS CAP _ 2 — APT— EP / 1/4 CORNER EP EP Lu CP&F NQ 109699 BASIS OF BEARING 2512 PLS 35 TAN., R.1W., B.M. � � S 88°43'02" E 2662.34' � � � 3.25" BRASS CAP w 1 T.3N., R.1 W., B.M.® / 44/ 6 CP&F No. 5291 \_ 666.54' ° W. USTICK RD. o \ \ \ 1995 80' 1 2017-120066 • \ \ w PLS J1101 mQo' ° s s• M - ,, \ ~J 12087 a1 ° a n __.. X ____—_ • a 101 00— CHISELED X �5 29 1 J \ 102 � q� MiN�, ZpNEk PL Cs2 LLC. ELE .=,2570.71' °e• \ / ��P MAG NAIL �Ek q�cE \ Opp yq 111 81 W.USTICK RD. j PLS ELEV.=2571.52' I \ 2qR� I I 1 ° FP i W FP I\Pp ° \ I U W s'� 0( o is \F, F y� � ° \� I w J a I p't'F �`cy '� ' I 0 I 251� yF\qti\ 2 ° w P\ O CD Y w CO ° / '� Q I Q m ° I a w o • x ° \ _j O a o FP I I 0 coo Y N / I o co ;< \ I A / I � U o ax �� I I : N/O z � 4-0 PS ao w /` CA z \ Q Z � f T �/ O � � � I I PLS �'' W pE66L"ESTONE DR. W � m w I o m ° ��,,'l \ I 1515 W. USTICK ROAD / 1111 \ _ z cn o o . � / \ / \ PARCEL: S1201223115 X �� SS SS ° N °m I � o6 MO � \ qo \2S` F LS CS2 LLC. Z ws __ — ,\ \�q I X 11118 W PEBBLESTONE DR. ° \ xui Lu I IZ M� \�� \�\/ ` I �p �2� I / AARON J.QUEEN / 3111 NW 13TH ST. + �I I I I At\ 1/2" IRON PIN \\\\ \� \ , �Q 9�c� N N N cy)N M co ELEV.=2569.70' \ \\\�\\\\ �\ \ \\ \ \ 11 II ti c� 0 s I'wl �\ ��\ \\ \ \ �� A II I � oo m 4 � (6 r-- 0 x N N w bI N O N CD CO ~ ° f N OII ��\\\\\\\ KIRK DAVID Z a Ir r— — \\` \\�\\ ` \Fp I STEVENS z 0 Z U Z Z Z Z Z W I I I \ \ \ \ �I I ` 3093 NW 13TH ST. L U Y U U U U m ° wowo 1 rl X w 0 o 0 I �\\\� Flo \ x \ � > wwww / I �� T \\ \\\\ \ \p —� \ ' EDER N.SANTANA U W Of Jcl J z 2p \\\\ \\\\\\\\ `\ \ 2S,o \Rp V \ 3075 NW 13TH ST. p w w Z Q Q o w / I /i I �pti \\ \\\\\\ \\ \ \AZOa \\ x U w OfW 3: LLJ w Df a• :< I F�F w w w 2 w Ak \ \\\\ \ FP J J 0� L.L W L.L I I'C I \ \\\ \\\\\\ \ 2569 \ \\ \xI 3JOHN G.055 NW 1631TTLER H ST. Lo o o t c \ \ ♦ \\ ° \ O ~ U H U H c� rn U Q Q U U o / • LSI' 2 PLS \ O N co � m co r- Z N 2 Oo \ \�� \\\\\ \ \ 1 y CONTROL POINT TABLE JORI \ \\ \\\\ \ \ \ \ x� \ b 30339 NNW 13TH ST. o r \ AN LEACH '�\� -� \\\ \\\\ \ \ _ \ I I I \ POINT # DESCRIPTION ELEVATION NORTHING EASTING o \ \� CREASON LATERAL 60'40' \\ \\\ \ -_ \ x I Tp 101 CHISELED X 2570.7100 717557.1620 2449017.7670 N 1\ � \ 1 \ \\ �\\\\\�\ \ \ � � ZZZ RIGHT, 20 LEFT OF 102 MAG NAIL 2571.5200 717570.3520 2449411.5970 0 U Y Y U \ 0�9� I �\ \ CENTERLINE p �p I \\\ \ \ 569 \ \\\��`�` \ -- __ I I Xcn 103 1/2" IRON PIN 2569.3600 716937.4875 2449061.0402 0 o w ° \�� 0 \ \ \ \� ��\= ° -I 104 -F-1/2" IRON PIN 2570.7000 717310.5950 2449016.5520 o Q w a ►n o BRIAN S.DE LA TTE a U / \ / �\ ` / S 3021 NW 13TH ST. SURVEY NOTES ZONE A \ \ 1 3 2 �s 06 Q \\\ \ \ 1/ " IRON PIN s69 00 °� o � ZONE .\ \ \ EL V.-2569.36' \ ^ / o I I I 1. BASIS OF BEARING IS S 88 4302 E BETWEEN FOUND J (n s5 \ I \ \ — \_ I 1 MONUMENTS AT NORTHEAST CORNER OF SECTION 1 AND � � d' STEPHEN A. O p� — O I \ LO l \ ti TAYLOR 3003 NW W I - 1 PLS _ _ J — Np - _ �L% PLS pL� _ — N I I I N 13TH ST. THE CORNER COMMON TO SECTIONS 1 AND 36. .5 wTIE \ p-LS— L4 - - - - CAP - - - �-� 1 \ XI z z LL �I Illllllw \- \�\\ _ W 2. VERTICAL DATUM = NAVD 88 O O ` CREASON CREEK O 1/4 CORNER \ \ \ 57 SUBDIVISION No.2 o Y _ I I 3. COORDINATES AND ELEVATIONS ARE IN U.S. SURVEY FEET. —\ �� 2 1 I I 9� Z MRH HOMES INC. MRH HOMES INC. / O � 3 1/2 I ti CS2 LLC. MRH HOMES INC. a z d W.TUMBLE CREEK DR. I 2984 N.ZION PARK AVE. 1422 W.TUMBLE CREEK 0 U r S UNPLATTED I 9� q 2987 N.ZION PARK AVE. ss DR. 4. TOPOGRAPHIC SURVEY FOR PARCEL 13 LOCATED IN THE 0 J BRASS CAP 0- CP&F No. 1 561 I NORTH 1/2 OF THE WEST 1/2 OF GOVERNMENT LOT 4 OF z ci 108044955 \ I SECTION 1, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE Z LU 0 MERIDIAN, ADA COUNTY, IDAHO. J > Z DC W U c L SURVEY CONTROL & GENERAL NOTES \O sFFNcy SCALE. 1 - 50 Quo D F SHEET NO: 0 50 100 15461 a) IFeet C-1 .0 co qT£OF WP �' G'QT F NRRF�' DATE: L O 8-24-2023 PAGE NO: 3OF69 \ DEMOLITION NOTES z 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCINGZD z a WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY THEIR OO _ EP EP EP FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. z � \\ \ EP EP orf _ E 2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH W P ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3 36 TAN., R.1W., B.M. BASIS OF BEARING / ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION w _ S 88043'02" E 2662.34' T.3N., R.1 W., B.M.0 244/ _ 666.54' 116 AREA. O 1 SECTOR 1 5 \ 12 4 W. USTICK RD. 12 2 5 1995 Rn /-W7 - 3. CONTACT THE APPROPRIATE UTILITY COMPANIES FOR SERVICE DISCONNECTS PRIOR TO BEGINNING WORK. O Box \ w s SHEET SHEET G-1 .0 FOR CONTACT LIST. �1° s' ■ < d --'-.1-----X ---- ......... �. M• ssa°43'o2"E 573.51' ___ 4 AND DISPOSAL SHALL CONFORM WITH ALL APPLICABLE LOCA STAT AND ° s ALL DEM LITI N WA TE HANDLIN L, E, 00-10, VCI68 g 12'c IN\ G" a -'�-•'- - RR FEDERAL LAWS AND REGULATIONS. SECTOR I 6_/EPV VC INV ELEV.=2569.32' \ N/�� M/ ZO /VAULT 1 % Box \ J �P ° 12"CONCRETE INV 6 2pNFXCygN F� ylM\O jD r W.USTICK 5. COORDINATE TEMPORARY AND PERMANENT REMOVAL OF SIGNS WITH ACHD AND/OR PROPERTY OWNER AS ■ \ O GRASS � HEADGAT ELEV.=2569.45' qR 1 � ' ) ,�� h � CONCRETE PA APPLICABLE. ' I SPIG N �S w /FP o O� J 14 �� J / RE T ININGWA L 6. THE CONTRACTOR SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE ° I / CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING, WHICH U ° 7 HEADGATE z INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY J ■ I fY 11 7 1 o 3 C�0 qF 9 ° 'MD ( 12"PVC INV I Y W GROWTH OF GRASS AND/OR WEEDS, FENCES, STRUCTURES, DEBRIS, RUBBISH, AND OTHER MATERIAL NOT J . ELEV. 2570.77' 1 ° t 2 F = 7 GRASS I I I a m o SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER STRUCTURES. ALL MATERIAL NOT SUITABLE FOR Eli GATT FP ° \ 8 W a 0 USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. REFER TO THE GEOTECHNICAL O ■ SPIGOT ° ) o \ I o REPORT FOR A DESCRIPTION OF SUITABLE SOILS. (� N lK V c) 11 a HOUP HOUSE I \ I /- J r2 f , 7. PER CITY OF MERIDIAN STANDARDS, UNUSED WATER SERVICE LINES SHALL BE ABANDONED AT THE MAIN BY (D VD c') w 0 / FA w 10 I I CLOSING THE CORPORATE STOP, REMOVING THE SERVICE LINE, AND INSTALLING A CAP OR COPPER DISK AT z Z °0 � ( : \ 9 � I I 1 X - THE BACK OF THE FITTING. UNUSED EXISTING VALVES AND BLOW-OFFS SHALL BE REMOVED AND BLIND J Q o ■ \ECK I h I �lln 6 VAULT W.PEBBL'ESTONEDR. W FLANGES INSTALLED WHERE APPROPRIATE. CO L�j VAULT I ( rr^^ `^ 1 07 xT / SPIGOT 'A \ I J \ x \ vJ yJ N 11 1515 W.USTICK RD. / / O�� SS SS Z 1 °K / \ \A / \ 383.404±S.F. ( J X O I '� \ 8.802±AC. / < GATE o �" / __ 3 7 �q \ �5�, W.PE BLESTONEDR. O DEMOLITION KEYED NOTES O / ,cli \\ II Tp \ I I \ o � � I- - a I z Z 2 �, I '- \ 12"CONCRETE INV ELEV.=2569.47' I 1. PROTECT EXISTING UTILITY INFRASTRUCTURE AND LINES. w J ( ��\\\\ / III 1 w I p Z o \�\ \ X � 0 2. PROTECT EXISTING STORMDRAIN INLET AND STORMDRAIN LINE. SEE DEMOLITION NOTE 1 . °o• M\\��\\\\ �\/ 7 � p 2� HEADGATE / / � / AARON J.QUEEN I z• ��\\\\ \\ ` J HEADGATE °9 �o 3111 NW 13TH ST. + 12"PVC INV / I 3. REMOVE EXISTING WELDED WIRE WITH SINGLE STRAND ELECTRIC FENCE AND GATES AND DISPOSE OF \\\\\ ELEV.-2570.44' I OFF SITE. I 2 \\\\\ \� \ $ �y\, �Q c� ( I 4. REMOVE EXISTING MAILBOX AND DISPOSE OF OFF-SITE. N N N co co co M w \ \ I � I ■ \\ \� \ \� \ \\ \ o N 6� Lf� N Q 0 ■W R HEADGATE M � � � � s I >>�� \ I ' to KIRKDAVID o 5. PROTECT EXISTING GAS MARKERS AND GAS LINE. SEE DEMOLITION NOTE 1 . N o N o L6 c6 I 1,O ` �- \\\ \ �� \ 12"CONCRETE INV ' \FA 7 STEVENS z \ ELEV.=256947' �� IRRI�jATION I v 3093NW13THST. 6. RELOCATE EXISTING GAS MARKER. PROTECT EXISTING GAS LINE. COORDINATE WITH INTERMOUNTAIN GAS. SEE U Y U U U U m I 11 I \ \\\\\\\I \ \ 8 STRUCTURE c\jo \\ �� +I \ I ? DEMOLITION NOTE 1 . U '��, � I I \ \\\\\ \ � \ \ F ` \\HEADGATE 8 I �' ,-, m A Q I `� I + \\ \\\\\\ \ \ 12"CONCR V \\\ I \ TD€ \ Y 7. REMOVE EXISTING LANDSCAPE VEGETATION AND DISPOSE OF OFF-SITE. w U o 0 o / I ■ I \\ \\\\\\ \ ELEV.-257( 2 \- \ x Lu W w W w of 8 �A '- \ EDER N.SANTANA 8. REMOVE EXISTING IRRIGATION HEADGATES, STRUCTURES AND PIPE. DISPOSE OF OFF-SITE. o _ o _j z o HEADGATE == 3075 NW 13TH ST. p W W z Q Q O I �. � tiFq • \�\�� \ 8 1 W 9. REMOVE EXISTING OUTBUILDINGS TO SUBGRADE AND DISPOSE OF OFF-SITE. SEE DEMOLITION NOTE 4. w w o N / ..... . °O\� \\\ \ \ [D Fps x U W ovFgccgy \ \\\\\\\ \\ s6i9 \ \Fp 8 ETEINV 10. REMOVE EXISTING BUILDING, DECK, AND PATIO TO SUBGRADE AND DISPOSE OF OFF-SITE. SEE DEMOLITION z z w > w - w \ W W W w \ \ \ \ F�LEV.- 70.75' NOTE 4. ANY EXCAVATION SHALL MEET OSHA REQUIREMENTS FOR SLOPE STABILITY. EXCAVATION TO J J w w w 0 3 �. 15 \ I U U O o LL \� \ X \ JOHN G.BITLER SUBGRADE MAY REQUIRE IMPORT AND PLACEMENT OF STRUCTURAL FILL. REFER TO GRADING SHEETS FOR o o o 0 0 0 I I \� `�\\ \ 3 \I \ 3055 NW 13TH ST. FINISHED GRADE ELEVATION. � cn v Q v Q v N 11 . REMOVE THE EXISTING PUMP HOUSE WELL AND SPIGOTS. PER CITY OF MERIDIAN STANDARDS WELLS THAT N o A A :• \ \ \\\ ° \\ \ \ GRASS \ ��A IG e e N � \: ` \\ \\\ \ \ 1 F y WILL NOT CONTINUE TO BE USED MUST BE PROPERLY ABANDONED, DOCUMENTATION OF ABANDONMENT WILL N / ��,° \ \ \ oo\�\� \ \ \ \ I I q c JORDAN LEACH REQUIRED TO BE SUBMITTED TO THE CITY. CONTACT IDAHO DEPARTMENT OF WATER RESOURCES FOR J ° O x F 3039 NW 13TH ST. g " \i.TE '� p��2��\� \\ \ \ II �`� ABANDONMENT. o %� \�• CREASON LATERAL '4 ' \ \\\\% ��-_ \ I I x I \`° 12. WITHIN CONSTRUCTION LIMITS SHOWN REMOVE ALL EXISTING ASPHALT CONCRETE PAVEMENT AND "' o \ �\ \ C; SO 60 0 \ \ \\\ \� �_ N \ �o � � �� `,• RIGHT, 20' LEFT OF 2S \\ \\� � � \ - ___� I I X \q CONCRETE SIDEWALKS TO SUBGRADE ELEVATION. SAWCUT EXISTING PAVEMENT AT CONSTRUCTION LIMITS TO o Y Y U o �,\\\\� • CENTERLINE 6 \ \ \ _ \\ �� 1 �L �� \ \ 9\ \ \��\� �=� - __ I I CLEAN LINES. PAVEMENT SAWCUT WITHIN THE ACHD RIGHT-OF-WAY SHALL BE PER ACHD STANDARDS (24" o o \ \ �� - I x �p MINIMUM FROM CURB AND GUTTER). COORDINATE REMOVAL AND REPLACEMENT OF EXISTING ROADWAY o ° ° A�� ` : 13 \ \\ �_�-�� - �� z z z Y O o \; �, �o\\ \ J _ �� ° 1 \ IMPROVEMENTS WITHIN ACHD RIGHT-OF-WAY WITH GRADING PLANS (C-2.0-C-2.16) AND ROADWAY PLANS o Q ��-, w BRASS ��_�� '- IY Ir w x a o C� S G \ \ \ \ \\\ \ I x 1 •: "IQ �� \�\�- ��° \\\\� \\� � �� BRIAN S.DE LA MOTTE (C-5.0-C-5.4). REPAIR STREET UTILITY SERVICE CUTS PER ACHD STANDARDS. a o o � Q \ o �_p \\\� \\\ \ x 1 1 3021 NW 13TH ST.I `I 1 13. PROTECT AND RETAIN ALL FENCES, HEADGATES, AND VEGETATION WITHIN THE CREASON LATERAL _ 1 J \ 1CRET = \\ �m `�. �\ \ \ =-ate f �x ) RIGHT-OF-WAY. NO EARTH DISTURBING ACTIVITIES SHALL BE ALLOWED WITHIN THE RIGHT-OF-WAY. ( � Q ZONE A C LVERT \ O \� \\\ \\ \ : I \\ \ \ / /� I ■ I u I\•• \ \ �� I 14. PER CITY OF MERIDIAN STANDARDS, EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED Z ZONE .\ s \\ \\� ;• � \ GRA ___ � \- 2569 / 1 x I STEPHENA. IN ACCORDANCE WITH CENTRAL HEALTH DEPARTMENT REQUIREMENTS. SEPTIC TANK AND SEWER DRAINFIELD :3, � � ` • 3 3 C. _ _ I . 1 TAYLOR3003NW COULD NOT BE LOCATED AT TIME OF SURVEY. LOCATION SHOWN IS ESTIMATED. w J _ 13TH ST. TIE_ 1 0 I \ : / I W L4 2569 - ' C. 15. KELLOGG DRAIN TO BE PIPED AND RELOCATED PER NMID APPROVED PLANS. z Z a p � _ N 88°59'01"W 590.78' " O U col �LL I II CREASON CREEKoOf lk' ) RETE I \�� \�� \ SUBDIVISION No.2 / O a ` I L.L N N CULVERT I \\\\\ y / \ \ N Y I O 2 1 I I y CS2 LLC. MRH HOMES INC. z Q MRH HOMES INC. MRH TOMES INC. z W TUMBLE CREEK DR I rz I a 1422 W.TUMBLE CREEK J I UNPLATTF^ I y� mq . 2984 N.ZION PARK AVE.2987 N.ZION PARK AVE. ss DR O J zLLI cn O I W 0 Q 0 U c DEMOLITION PLAN S\ONAL SCALE: 1" = 50' �o��S�,�cENSFCi�,F ID a SHEET NO: U) 0 50 100 15461 0) 1Feet -1 . 1 vOF �oP�� DATE: c T F. NO 8-24-2023 L Q) PAGE NO: 4OF69 7 GRADING NOTES J USTICK ROAD m TR ° a ° M/a N1/a - --------------- O ----- --- EP 1 ALL ELEVATIONS SHOWN ARE FINISH. nnia — nva— tiva — -' ° _° ° � r- C---- EP- --� e: ® ,a ° °a a s GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO U ""N — M'a SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND Z V' / _ I TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w — AREA PRIOR TO STARTING CONSTRUCTION / - - - I - - 1 — _ 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. w PROPOSED III PROPOSED I I 1 SHOWN AT V INTERVALS. COMMERCIAL I 9. FOR EROSION CONTROL DETAILS & NOTES BUILDING I I BUILDING APARTMENT I ; I BUILDING APARTMENT 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. O C ; MAXIMUM UNLESS NOTED OTHERWISE. SHEET C-2. 1 SHEET C-2.2 SHEET C-2.3 I SHEET C-2.4 10. MAINTAIN SLOPE IN THE DIRECTION I I 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE •, INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL 00-10, ------------ _ BUILDING FOUNDATIONS. �_____ _________________________________ ________ 5. THE TOP LAYER OF UNSUITABLE ORGANIC El/ p TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN __________________ I z LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. L LL LL L LL LL LL L LL LL L ,^ i D i `LL L LL LL LL L ---------J DEPTH OF 6" INCHES AND DISPOSED OF / I L LL LL L LL LL LL L LL LL L L L LL LL L L LL LL L LL L \ I I I L LL LL L LL LL LL L LL LL L z i LI L LL LL L LL LL LL L LL L OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER \ L LL LL L LL LL LL—L LL LL L I l , L4 L LL LL L LL LL LL L LL L U \ �; /- ___ -- L L LL LL L LL LL LL L LL L TO THE GEOTECHNICAL REPORT FOR J M \ 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION J __ AND RECOMMENDATIONS ATE, SUBGRADE SHALL BE PROOF — �� — — —— — a ROLLED WITH A LOADED DUMP TRUCK AND ----_-"-------------------------------- s EP - INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR II i W PEBBLESTONE LN ',� W PEBBLESTONE ° EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL c j N T PROPOSED I - DRIVE (PUBLIC) ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. O Y o P - ------ %;" o U ti ; I COMMERCIAL \� I LLLLLL LLLLL \ L 7. ANY STRUCTURAL FILL MATERIAL SHALL O O 00 I I I BUILDING — — — — v "'��__ _ _ COMPLY WITH THE "STRUCTURAL FILL" z z °0 SECTION OF THE GEOTECHNICAL REPORT J Q _ _ DATED AUGUST 18, 2021, AND BE pp W 1 I ---iiii-- ----- 1 I o LL -LLLLL ___ -------_--- , , ;' , , r COMPACTED TO 95/o OF MAXIMUM DRY Cn ��W PEBBLESTONE LN - I z I LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLL ;� - / ,. , , ,/ 1 DENSITY PER ASTM D-1557. O O Im - — — — — — SHEET C-2.6 %' I SHEET C-2.7 - _ I� SHEET C-2.8 U °° boo _ - oo SHEET C-2.5 - - - - -- _ _ PROPC I PROPO`p -' - r 1 '- °' 12 I �mr ' I ; I I I TOWNHOMES w im I , I I I , I I TOWNHOMES - - - - cD I ; ; L I �� - - W i0 ; I — — — — —1 ; I ; PROPOSED I I ; I ESTIMATED QUANTITIES PROPOSED II - - - - m TOWNHOMEE TOWNHOMES I PROPOSED _ _ I I *QUANTITIES LISTED ARE ESTIMATES ONLY. CONTRACTORS TO ;r I I 1 [ 1 TOWNHOMES _ PROPOSED CALCULATE THEIR OWN BID QUANTITIES. ESTIMATES ARE IN BANK _ ;z _ _ _ _ - - 11 I I I TOWNHOMES CUBIC YARDS WITH NO ALLOWANCE FOR SHRINK OR SWELL. N N N co co I I I I I II I ' I QUANTITIES INCLUDE STRUCTURAL FILL BELOW BUILDING co N � � N ui o — — - - — ; � I — - - - — I+ — — _ - - - — - - FOUNDATION. n oc � o � o I I I - - - I Z PROPOSED I l l I Z SITE AREA ................................................................................ 8.626 AC Y m- - - - - �, w I TOWNHOMES PROPOSED _ I N : DISTURBED AREA (TOTAL) ...................................................... 7.755 AC 0 I I ' -. I 1 TOWNHOMES O ' PROPOSED 6" TOPSOIL REMOVAL .............................................................. 6260 CY o o 0 - - ... I _ _ _ _ I I I I — - - - - - - SUBGRADE VOLUME ............................................................... 4065 CY w w _ I ' —I z ' TOWNHOMES � U o U o v z -' �, _ - I GENERAL EARTHWORK (NET FILL) ........................................ 13500 CY w w "> w I STRUCTURAL FILL VOLUME .................................................... 3275 CY w o w w > I J J o z I \F I I I l 7 PROPOSED I I I PROPOSED I i '� ; _ > > Z < < o TOWNHOMES I - - - Q N \ �lj _ _ _ _� —� - - - - - TOWNHOMES > : ABBREVIATIONS w ii I w w w w w a I SHEET C-2.9 I LLLL SHEET C-2. 10 r r SHEET C-2. 11 m ; SHEET C-2. 12 w w w w ° l LLLL'I LLLL I I - - - TBC TOB BACK OF CURB 0 0 0 00 0 0 \ LLLL ; — - - III I I -0 : PROPOSED FG FINISHED GRADE � o >- 0 >- T- >- ° I LLLL 1 I I I I I _ I TOWNHOMES BPE BUILDING PAD ELEVATION � m Q G Q LLLLILr EL ELEVATION NI LLLL I _ PROPOSED I — I - — - - - o \ _ l I n I N NORTHING N Co I� o \ LLLL ; TOWNHOMES \ E EASTING N I LLLL , PROPOSED _ _ ; , \ \ I LLLL I TOWNHOMES \ \ LL LLLLL ; I I I PROPOSED o TOWNHOMES N \ � \66- � 0 \ L L I PROPOSED � � � I � LLL LLLLL i ' — LLLLL I I i iFl �W 0 \ \ \ I LLL ` LLLLL I I I TOWNHOME I ; I ; ° z z y o \ LLLLL PR PJ OSED II ; TOWNHOME o w = a LLLLL TO HOM S Q I•, \ I ` \ ` L LL LL LL L " I LL L 1 • \� W SINDON LN — W o SHEET C-2. 13 ; --_ , s. \ \ SHEET C-2. 14 _ _ _ _-_ SHEET C-2. 15 ,.--"' — SHEET C-2. 16 � w Z cn /�� -/ \ _ � J ss I 1 \ — — _ _ I I PROPOSED PROPOSED PROPOSED l Z - a \ \ _ _ _ J I I TOWNHOME I TOWNHOME TOWNHOME 00 ' I z (� I z � z J � � II o c a C U L GRADING PLAN INDEX (� SCALE: 1" = 40' �SS\�NAL FiyG, 0 40 80 � �,�CENS�p N Feet SHEET NO: 15461 o s� C-2.0 '�(� qTf OF �oP�� DATE: F. No L 8-24-2023 Q) PAGE NO: 5OF69 C� z 2570 Y w (/) z z GRADING NOTES o 0 c� ry W U or-1� w _ OZ) UJ 0O z 1. ALL ELEVATIONS SHOWN ARE FINISH CD w GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO w USTICK ROAD U c° U I SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w EP EP EP AREA PRIOR TO STARTING CONSTRUCTION EP Q L� 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. I Z-A a' SHOWN AT V INTERVALS. O 9. FOR EROSION CONTROL DETAILS & NOTES 0 4 0 4 I 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. MAXIMUM UNLESS NOTED OTHERWISE. 00-10, TR ^� �a - M,a - , - /vm_ _ 10. MAINTAIN SLOPE IN THE DIRECTION A"- M,- M,1 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE / o INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL BUILDING FOUNDATIONS. N N 5. THE TOP LAYER OF UNSUITABLE ORGANIC -2570 06 1 TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN 56 p 9�2 LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. U \ DEPTH OF 6" INCHES AND DISPOSED OF J 2571 1 OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER / TO THE GEOTECHNICAL REPORT FOR w / 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS O `L N o 0 1 ROLLED WITH A LOADED DUMP TRUCK AND � N Lo - - - - - - - INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR (D Y o EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL/ ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. Z OZ 00 / ~ z � 7. ANY STRUCTURAL FILL MATERIAL SHALL m COMPLY WITH THE "STRUCTURAL FILL" Ld CQ Cn a o, SECTION OF THE GEOTECHNICAL REPORT z w / / DATED AUGUST 18, 2021, AND BE o O COMPACTED TO 95% OF MAXIMUM DRY U L m T 2 69.51 /. 0 DENSITY PER ASTM D-1557. z w cf) i 7 w I 1 O C t` 6 M , 6� Lf� N N N co co 0 1 N N N N N N N W C I N I? N (D CD Q° PROPOSED COMMERCIAL BUILDING CV z U z z Z Z Z CN U Y 0101 U U m BPE: 2572.00' o o U 0 Q I I /o 5.0 Lu w U) c/ w w w W w � w � w .� ; _ � 00 0 U Z o 1 wwzQUQU O 0 i > > N (n Q L ~ W � � D � o � o w p N N N 1w F- F- wwwww o I 1 U) KEYED GRADING NOTES KEY MAP � � o � u- � u- ❑'� z _ --_ -- o o T ° T- ° ° 1 - PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. "a ""N Q ~ Q ~ w J - - - - -- � U U No J w ;1 U ;B'i PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. C-2.1 C-2.2 C-2.3 : C-2.4 - N co v U ti Oz N 2 69.2 - -J N TBC EL: 2569.97 Q C PROPOSED 3 REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1.0. - g N: 717466.6075 ` --J`----J - - - o a E: 2449154.3833 ' 1 �J _ - - ------ N o ;D PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, �; _ N L - - 1 I N C-2.8 SHEET CD-1.0. C-2 C-2.6 C-2.7 0 ZU ZY Z Y TBC EL: 2569.69 1 o � i - D o o E PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. I o w ° LLJ N a 4 i G 00 N : 717463.6315 ' z z z Y o I � O Q w a w E: 2449151 .3595 1 FO PROPOSED PEDESTRIAN RAMP PER DETAIL 1, SHEET CD-2.0 WITH I I ilk a o o a - - - L) K -------------- TRUNCATED DOMES PER ACHD SD-712. 2569.46 """""""--- - --- - - -TBC EL: 2569.608 ------ �� 1 C-2.9 C-2.10 r C-2.11 C-2.12 0 0 i a �' N: 717464.0188 0 0. O PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET \ " J I CL EL: 2569.54 � 1 E: 2449102.7749 C) CD-9.0. N: 717451 .0192 �i ° - - E: 2449102.6713 �' ❑ 4 / _ _ _ _ _ H PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. l`� _ Z � I - 0 p C-2.13 C-2.14 C-2.15 C-2.16 W14 w ' +2566.95 0.3% 1 I PROPOSED VALLEY GUTTER PER DETAIL 2 SHEET CD-9.0. -"-J ~ Z o / TBC EL: 2569.55 TBC EL: 2569.65 1 z O J r N: 717437.6398 N: 717434.5980 o O a �� N JO CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. Cn E: 2449097.6852 I E: 2449125.0042 1 ---_ _ w \ \ - ---- -------- TBC EL: 2569.53 1 PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS z - Z N: 717432.1383 C-3.0-C-3.6. O m II z � � Q 5 z �"�" TBC EL: 2569.63 i E: 2449129.7553 C PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, o (n L 1 a \ / R o SHEET CD-2.0. W w w 2 S , ' N: 717435.0300 �� o J 6 0' E: 2449098.6944 �' \ TBC EL: 2569.22 p \ 1 / ; �j 4 I \ 430� TBC EL: 2569.99 N: 717417.8032 1 E: 2449129.6410 ,Q3 N: 717421 .1164 - S\ONAL ------ --------------------------- p 0, E: 2449083.3928 - o��S�,\cENS SHEET NO: MATCH LINE SEE SHEET C-2.5 15461 o C_2. 1 GRADING PLAN - AREA 1 0 10 z0 �rG�TTfOF �R�� DATE: Q) SCALE: 1" = 10' Feet F Np 8-24-2023 PAGE NO: 6OF69 z J cn 2 FT MINIMUM SAW CUT LINE \25�7 GRADING NOTES o ZD PER ISPWC AND ACHD USTICK ROAD Y Y w Z � SUPPLEMENTAL STANDARD U w U Z 1. ALL ELEVATIONS SHOWN ARE FINISH orf EP EL: 2570.00 DRAWINGS SD-301 & SD-303 � J _, GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO Lu TBC EL: 2570.39 N: 717580.8515 TBC EL: 2570.90 U) c ()f SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND Ln N: 717578.8200 EP EL: 2570.51 0 w w TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w E: 2449199.3597 N: 717577.0734 N: 717579.2690 ~ z AREA PRIOR TO STARTING CONSTRUCTION � E: 2449199.2890 _ _ _ _ _ _ _ _ _ _ _ _ E: 2449276.6048 �- w _ w - - - - - - - - - - - - _ _ _ _ _ _ E: 2449276.6334 w co U I 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. _ � U ``' SHOWN AT V INTERVALS. 0 P 9. FOR EROSION CONTROL DETAILS & NOTES MATCH EXISTING _ _ I 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. SIDEWALK a ti w S MATCH E14STTG I MAXIMUM UNLESS NOTED OTHERWISE. 10. MAINTAIN SLOPE IN THE DIRECTION 00-10, - - 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL -€P - �,- BUILDING FOUNDATIONS. BSW EL: 2570.53 ""a �a - � - m. - - nva - � niva N: 717571 .8550 BSW EL: 2571.05 7 5. THE TOP LAYER OF UNSUITABLE ORGANIC E: 2449199.1480 PROPOSED 7' WIDE SIDEWALK N: 717570.1078 I TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN WITH 6" VERTICAL CURB AND E: 2449276.4524 I LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. U Un I DEPTH OF 6" INCHES AND DISPOSED OF J GUTTER PER ACHD SD-709 N REMOVE EXISTING I OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER DRIVEWAY ENTRANCE -- TO THE GEOTECHNICAL REPORT FOR TBC EL: 2570.84 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION N: 717524.9768 AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS O F- ------ E: 2449212.9168 "TBC EL: 2571 .12 I ROLLED WITH A LOADED DUMP TRUCK AND (2 U) N ---- --J --------- N: 717543.1165 INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR (D Y o _ TBC EL: 2570.80 -------- ----- -- TBC EL: 2570.86 E: 2449286.6286 I I ENGINEERED NDFIL FILLED WITH COMPACTED PROPOSEDALIGNMENT AND FINAL PUBLIC AND PRIDE FOR ALL Z 0 � N. 717533.1026 N: 717526.9682 2571 I J Z � -------------------------------------E: 2449201 .8279--- --------------- ----------------- E: 2449240.2127 --- -- - - - _ _______________________________ _ ___________________ _ _ _ __ _ __ - - 7. ANY STRUCTURAL FILL MATERIAL SHALL TBC EL: 2570.79 TBC EL: 2570.93 I COMPLY WITH THE "STRUCTURAL FILL" co W N: 717531 .5106 FL3 I SECTION OF THE GEOTECHNICAL REPORT N: 717533.2374 i DATED AUGUST 18, 2021, AND BE Q N O E: 2449195.8287 E: 2449249.8860 I [-I COMPACTED TO 95% OF MAXIMUM DRY U m TBC EL: 2570.97 I DENSITY PER ASTM D-1557. Z N: 717531 .3789 G I I I w -� I E: 2449255.7443 o c� �> wry• GRADE 2570.57 0 � 5' W �3. o 'O� BREAK TBC EL: 2570.99 I I N � ` o_ �,�`L' N: 717519.4816 0 I TBC EL: 2570.62 E: 2449294.6337 I I N: 717521 .3769 TBC EL: 2570.86 TBC EL: 2570.81 TBC EL: 2570.93 I N N N co co _ N: 717521 .0092 N: 717522.1048 N: 717520.0277 N N N co N N co w E: 2449183.5599 N I E: 2449210.0430 E: 2449242.5295 E: 2449267.4887 I � � � � - - o o i U TBC EL: 2570.86 (7 z z z Z Z Z m N: 717521 .1966 TBC EL: 2570.86 I = o LLI N. 717521 .9337 o o 2 W I E: 2449193.5588 r 0 0o E: 2449257.5748 Lu o w o Q = z w cn cn o\o p oho i I I m > u w w w J J off° I W � cf) W I � 'I 1 `n wwzo } < } o o W " m > > Qac) N � W I 25�0 TBC EL: 2570.47 TBC EL: 2570.41 ILu w w LLJ w � w w .= z TBC EL: 2570.53 N: 717481 .9718 N: 717477.1294 = KEYED GRADING NOTES KEY MAP J J J IE: 2449240.1023 TBC EL: 2571 .75 I m o 0 0 TBC EL. 2570.53 N: 7175.0057 E: 2449213.1143 N: 717482.9883 m oTBC EL: 2570.45 0 0 0 0 � �; PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. "a "^� � � Q ~ Q ~ = I N: 717485.1989 E. 244��2,010.1485 ; 2449317.1551 I - - - , U N: 717476.9367 i E I C ) �� i ; ; o E: 2449193.1496 N I TBC EL: 2570.34 E: 2449257.0633 o Q ,� N B PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. C-2.1 _ / C-2.2 C-2.3 I I C-2.4 N z N N: 717474.1296 N --- N `� E: 2449237.0682 2.0% Q- I 'C PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1.0. - h L- ---- -J TBC EL: 2570.11 _ -------- N [, o o I N: 717469.4000 TBC EL: 2570.50 ; ; I D, PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, �; J _ N L � i - ---�- _- � i N U Z Z Z E: 2449182.9694 �2570.09 o N: 717474.7088 I ; I SHEET CD 1.0. C-2.5 C-2.6 C-2.7 C-2.8 0 Y Y c� o III v � mod,• �j E: 2449267.1274 R TBC EL: 2571.01 I I LLJ ° wC; , . . o o z N: 717456.9686 ° 3: L ° E: 2449319.5702 ° Q � w TBC EL: 2570.40 I FO PROPOSED PEDESTRIAN RAMP PER DETAIL 1, SHEET CD-2.0 WITH I I "�� a o o 0 Q 0 o�°I° �- N: 717467.2498 TBC EL: 2571 .01 TRUNCATED DOMES PER ACHD SD-712. TBC EL: 2570.11 TBC EL: 2570.39 TBC EL: 2570.28 E: 2449264.4512 N: 717457.0386 I C-2.9 C-2.10 r C-2.11 C-2.12 E: 2449316.6189� : 717463.3210 o N: 717475.0994 N: 717462.8534 TBC EL: 2570.30 i C; PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET E \\ 9 88.9 0� E: 2449213.0361 E: 2449248.9434 N: 717462.8049 I I CD-9.0. U o I a E: 2449255.0321 TBC EL: 2570.16 5 I f OH PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. :�' Z r - N. 717463.2362 - - ° - - c, Lu C-2.13 C 2.14 C 2.15 C 2.16 Q E: 2449200.9412 CL EL: 2569.93 S� ,�\° I ID PROPOSED VALLEY GUTTER PER DETAIL 2, SHEET CD-9.0. rf J z z J N: 717449.7738 \ p• ; TBC EL: 2570.52 I _ a N TBC EL: 2569.76 TBC EL: 2569.77 E: 2449258.8761 N. 717447.3828 O CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. O Cn N: 717437.3481 N: 717437.3242 TBC EL: 2569.95 o R30 p� E: 2449294.0589 I > �1 Q E: 2449186.7986 E: 2449189.7985 N: 717436.7741 0\ CL EL: 2570.01 O PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS z - Z W U I E: 2449258.7963 - p, �� N: 717432.9927 I J 0' C-3.0-C-3.6. o0000 E: 2449283.4532°°°°°a m Q °°°°° PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, z TBC EL: 2569.69 TBC EL: 2569.85 I I I L.l o TBC EL. 2569.67 C (n Q o I o N: 717434.3722 �1 j N: 717434.3004 N: 717433.7982 4- i F W I SHEET CD-2.0. o E: 2449183.7748 E: 2449192.7745 o E: 2449255.7725 ,�� TBC EL: 2570.03 J ILL N TBC EL: 2569.40 N: 717428.7145 °°° TBC EL. 2569.35 1 1 E: 2449271 .1773 - - - L I N: 717417.3727 N: 717417.3009 TBC EL: 2569.53 °°° ' E: 2449192.6390 N: 717416.7987 p TBC EL: 2570.06 TBC EL: 2570.18 SS�pNAL FN ------------- 244 ------ --- -- 6 ------------------------------------------------------------- E: 2449255.6370 --- I I �5 �s� , N: 717416.6276 N: 717417.4824 �o��, ��cENS E: 2449277.1030 E: 2449319.5622 a ELM ' � � 0 moms - '° SHEET NO: 15461 MATCH LINE SEE SHEET C-2.6 s� �o C-2'2 OF �oP�� DATE: cn GRADING PLAN - AREA 2 0 10 20 �T F N�R� 8-24-2023 v> Feet PAGE NO: SCALE: 1" = 10' 70F69 O M � O J RIGHT-IN RIGHT- OUT a Y w I DRIVEWAY ACCESS GRADING NOTES o ZD z U w CONTROLLED BY 0 U cn z EP EL. 2571.41 EXISTING CANDLES ON 1. ALL ELEVATIONS SHOWN ARE FINISH z CD 0 c~n ry N: 717576.3375 MAINTAIN EXISTING USTICK ROAD GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO w �- z w E: 2449409.3804 SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND w VALLEY GUTTER WHERE z CL EL: 2571 .59 TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w w TBC EL: 2571 .88 FEASIBLE CONSTRUCT VALLEY AREA PRIOR TO STARTING CONSTRUCTION 3: ' coy, U USTICK ROAD N: 717574.1927 N: 449451.2836 GUTTER PER ACHD ' 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. E: 2449408.2414 E: 2449451.2836 SHOWN AT 1' INTERVALS. SD-708 WHERE NONE O EP - EXISTS ' 9. FOR EROSION CONTROL DETAILS & NOTES EP _ 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. 100 ' ------- MAXIMUM UNLESS NOTED OTHERWISE. 4 00- ---------------------- 10. MAINTAIN SLOPE IN THE DIRECTION Q Q r\ 0 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE ________________j ,,.........0. INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL °°° ti ° ° BUILDING FOUNDATIONS. M/a M/ ° 0.5% I M/2{ M21 M/a RJ M/a M/?J M/ Mi21 ``\\ r r ° TBC EL: 2571 .76 � M - - M'a '�/a - 5. THE TOP LAYER OF UNSUITABLE ORGANIC \ "�� - """ M'a T o0000 TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN ' N: 717574.4648 LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. U E: 2449396.3420 F CL EL: 2571 .60 DEPTH OF 6" INCHES AND DISPOSED OF J pp N. 717571 .3447 I ' OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER BSW EL: 2571 .78 �3 E: 2449451 .1940 I I TO THE GEOTECHNICAL REPORT FOR - - N: 717567.4419 ------------- A F ' 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION E: 2449396.2930 A AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS O 1 -- I ROLLED WITH A LOADED DUMP TRUCK AND ------ ------ - TBC EL: 2571 .91 � N ------ TBC EL: 2571.91 R INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR (D Y o _ ---------- N: 717543.5285 3�.0' O U � E: : 717543.5285 N: 717542.8327 I ' EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL O E: 2449463.5640 ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. z z 00 ' TBC EL: 2571 .67 ��E� E I ' 7. ANY STRUCTURAL FILL MATERIAL SHALL J Q N: 717538.5261 �; �" ' � m _ � COMPLY WITH THE STRUCTURAL FILL" w ' E: 2449437.4549 �� ' G Z _ _ SECTION OF THE GEOTECHNICAL REPORT TBC EL: 2571 .67 DATED AUGUST 18, 2021, AND BE Q O ' B N: 717537.8425 I ' COMPACTED TO 95% OF MAXIMUM DRY U Lo N m ' - E: 2449463.4518 i I ' DENSITY PER ASTM D-1557. Z B W ' DRIVEW Y WIDTH I ~ 26' 5' � W N I ; I I I I N I I 2.0% I � I 2.0% co co L N N N N ' PROPOSED APARTMENT BUILDING D ' N N N M N N co w f�� I � � M N 6� F- N I? NI? -.J° N BPE: 2571 .75' I o ^ m � m � � � � L � ; ' J ; ; ' lJ U Y 51 U U U U m `J -I / 2 I I 0 ~ I r o o LLJ I _ w o w o v u z Lu U) cc Ln v m w � www cn cn Cn ' TBC EL: 2571.45 p I ' (n w w z Q } Q } o o Lu N: 717486.3631 m > > Q U U v, LLJ I TBC EL: 2571 .45 m w w 0 o "' o > ' E: 2449436.2878 ; E E E 3 - � w (n N: 717485.7810 � � w w w Lu I E: 2449462.2813 = KEYED GRADING NOTES w w w 2 w 2 z_ ' TBC EL: 2571 .65 I ' m KEY MAP � � o o LL tY LL o J N: 717480.4979 F I L m _ ^^� - - �a - - �, o U o U o E: 2449430.1988 I F ' Ai PROPOSED 6 VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD 1 .0. � m 0 Q C, NO 0op° 1 ` , ogo0° ' IV B;, PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. C-2.1 C-2.2 i C-2.3 C-2.4 N ° 1 N --------------------(V --------------- I C PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1.0. , I I TBC EL: 2571 .66 - D PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, [J - - - ------ q 0 I � N I a ; N: 717479.6482 -- - r� ; I N z z z ' 12 0% 2.0/o ' SHEET CD-1.0. I C-2.5 -- -- C-2.6 _ C-2.7 ; C-2.8 0 U Y Y TBC EL: 2571 .18 L of E: 2449468.1454 I I I N: 717454.5664 ' ' ' Cl PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. I o ° o o E: 2449424.4755 I I TBC EL: 2571.21 ' z y ° 2571 1 o N: 717450.3973 N TBC EL: 2571.20 E: 2449475.2609 ' O PROPOSED PEDESTRIAN RAMP PER DETAIL 1 SHEET CD-2.0 WITH 0 ' TBC EL: 2570.96 N: 717451 .6336 I ' TRUNCATED DOMES PER ACHD SD-712. ^ C-2.9 -I C-2.10 r C-2.11 C-2.12 N: 717453.9022 -___E: 2449421.4765 TBC EL: 2571 .26 j E: 2449322.5023 - N: 717453.4443 O PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET ' � II II ,, - --- --- - TBC EL: 2571 .28 E: 2449471 .9178--- - , CD-9.0. N: 717442.3741 0 E: 2449435.3028 H PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. J i� Z - - �"�o• TBC EL: 2571 .30 o O p C-2.13 C-2.14 - - C-2.15 C-2.16 L o\� N: 717441 .7921 I PROPOSED VALLEY GUTTER PER DETAIL 2 SHEET CD-9.0. ��J ~ z ' TBC EL: 2570.80 100000 E: 2449461.2963 ?p, - a M E - - - JO CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. Cn ' N: 717436.9065 F > 11 Q V ' L E_ 2449322.1217_ D OK PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS z - Z W UI a ----------- TBC EL: 2571.29 1 R30.0 C-3.0-C-3.6. O m ' TBC EL: 2570.01 TBC EL: 2571 .05- / 0 N: 717440.0704 ' z D Q TBC EL. 2571 .05 L.; PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, Q N: 717424.0459 N: 717434.6902 �0 E: 2449461 .2577 L ' - _ _ E: 2449421 .0971 I N: 717433.4858 ' SHEET CD-2.0. J - _E. 2449325.4116 - - - D _ TBC EL. 2571 .29 E: 2449474.8822 -TBC EL: 2570.50 = - -N: 717440.6660 ` 1 000 Y F , o `�' N: 717422.5012 E: 2449435.2645 000 000 ' N ° ° ° ° --- - E: 2449394.3944 gy _ _ °0° '� o0,- - ----- ---------- --------------- --- - ---- - - TBC EL: 2570.11 5-1� �------------ ---------------------------- �Q� -TBC EL: 2570.91 -�, \ SS\ONAL N N: 717419.0037 2 F ��, L N: 717417.4967 0�`� \cENs�� >, E: 2449322.6410 E: 2449466.9828 SHEET NO: 15461 MATCH LINE SEE SHEET C-2.7 s� �° C-2.3 OF \oP�� DATE: GRADING PLAN - AREA 3 0 10 20 �T F NoR� 8-24-2023 � I Feet SCALE: 1" = 10' PAGE NO: 80F69 C� z V) a GRADING NOTES o 0 oc Y 1. ALL ELEVATIONS SHOWN ARE FINISH = CD U w GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO w w SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND Ln EP EL: 2571 .86 D z TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w N- 717574.3258 O U AREA PRIOR TO STARTING CONSTRUCTION ' E: 2449494.2033 F- Z D w 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. TBC EL: 2572.27 [n o 0 w BSW EL: 2572.87 SHOWN AT V INTERVALS. 0 ' USTICK ROAD 9. FOR EROSION CONTROL DETAILS & NOTES N: 717572.1551 co U N: 717564.2518 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. E: 2449494.1550 EP EP E: 2449607.5644 MAXIMUM UNLESS NOTED OTHERWISE. EP 10. MAINTAIN SLOPE IN THE DIRECTION BSW EL: 2572.97 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE 4 4 N: 717564.3486 INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL �° 4 E: 2449602.5652 BUILDING FOUNDATIONS. 00-10, 4 5. THE TOP LAYER OF UNSUITABLE ORGANIC - - ,� - WN- _ _ _ TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN ' "� - ""a - "a - "�- ^^� - ^� LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. U 1 - - - M/a - M/a - �a �a - "a DEPTH OF 6" INCHES AND DISPOSED OF J ' - OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER 7 TO THE GEOTECHNICAL REPORT FOR 1 2572 / 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION � ----------- -- AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS O � 5' ' / ROLLED WITH A LOADED DUMP TRUCK AND � U) G INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR (D U o - - / EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. Z_ z 00 o SIDEWALK - \ I � z o F I 7. ANY STRUCTURAL FILL MATERIAL SHALL CO LLj N COMPLY WITH THE "STRUCTURAL FILL" / SECTION OF THE GEOTECHNICAL REPORT z DATED AUGUST 18 2021 AND BE Q N 0 COMPACTED TO 95% OF MAXIMUM DRY U L m ' o / DENSITY PER ASTM D-1557. Z ' G W P O D N A i 5, N 1 C N N Nco co 0 N N N M IN N M LLJ (� 1 Lf) 00 d� 4 L6 CO I-- 0 N O N (D CD Q CN ' PROPOSED APARTMENT BUILDING L (� BPE: 2571 .75' � � Y � u � � I m 0 ' / o o wQ cy)ow oo W w w J J cn2. o Qn / I Z < < cn O o W I w w < U N U ii � ui ' I I w w w LU KEYED GRADING NOTES w w z KEY MAP � � owowo J J � LY LL � LL 0 I - __\ I \ o M/il - - o o >- _ >- _ >- J PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. "a ""N "`' co m U Q Q I ^ I I o CD ' I B C-2.1 i PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. C-2..21 i C-2.3 : C-2.4 N COCO f� z N I N C PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1.0. -- I -------------------------------------------------------------------------------------------- - --------- a) - ---- N D PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, �; 4 o ' TBC EL: 2571.0CN 2 I N _ - - , N: 717476.6552 SHEET CD-1.0. I C-2.5 -- --- C-2.6 C-2.7 C-2.8 0 Y Y o E: 2449601.8078 N o ' N PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. i I o z ° ° o N I .' I I O Q co w d E - FO PROPOSED PEDESTRIAN RAMP PER DETAIL 1, SHEET CD-2.0 WITH I I "�� a o o Q 0 ' TBC EL: 2570.78 TRUNCATED DOMES PER ACHD SD-712. " o ------------------------------------------------ I 2571 N: 717451 .1973 I C-2.9 C-2.10 r C-2.11 C-2.12 E: 2449577.3044 TBC EL: 2570.89 COE N: 717450.6617 C' PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET Q E: 2449601 .2261 I N CD-9.0. U o TBC EL: 2570.75 - ------------------ I ' _______________ I N: 717448.2653 OH PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. ` U U ,cm L Z 1 - - - l- E: 2449574.2380 ------ - C-2.13 �C-2v14 G2.15 C-2.16 Q _ _ _ L �_ i 'A� I I I� PROPOSED VALLEY GUTTER PER DETAIL 2, SHEET CD-9.0. rf I �, z z J � .01 - L- L L L L L L L- cl L L L L L I I JO CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. 0 Cn TBC EL: 2570.75 / OK PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS z - Z W - L LLL- LL LLLL LL L L N: 717431.2695 CL _ C-3.0-C-3.6. 0 m Q a - E: 24.4_9_573.8574 zD a / C PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, Q c� I / SHEET CD-2.0. J �N G U c ----------------- - - - - - - - - - D ASS\ONAL�Nc/ - / \,\CENSfO SHEET NO: 15461 C-2.4 0 MATCH LINE SEE SHEET C-2.8 `r -4)- OP��V cn GRADING PLAN - AREA 4 '° 20 �T F NOR�� DAT8-24-2023 E: V) Feet SCALE: 1" = 10' PAGE NO: 90F69 C� z MATCH LINE SEE SHEET C-2. 1 1111 � � z a 7 / G o GRADING NOTES o 0 w 1 R30.0, o D 1 U I TBC EL: 2569.69 1 / 1 ! 1 3 \ TBC EL: 2570.14_ _ � N - 1 1. ALL ELEVATIONS SHOWN ARE FINISH � N: 717409.2751 � - - GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO w E: 2449046.3425 N: 717407.7988 SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND I ` E: 2449095.5024 TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w ' TBC EL: 2569.38 ----------------------- -2569.25 AREA PRIOR TO STARTING CONSTRUCTION L:I CL E 2569.37 N: 717407.4070 / / 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. I � I EN24490059.3393 E: 2449072.3072 � TBC EL: 2569 K 1 SHOWN AT 1 INTERVALS. 0 .91 9. FOR EROSION CONTROL DETAILS & NOTES I w I T TBC EL: 2569.45' N: 717403.9600 ° D 1 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. 100 I i00- N: E. 2449092.2350 2.0/o I I 1 MAXIMUM UNLESS NOTED OTHERWISE. L I 717404.3406 I 10. MAINTAIN SLOPE IN THE DIRECTION I E: 2449075.2393: 1 5' 1 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE 2.0% I I N _ INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL I I ti 1 BUILDING FOUNDATIONS. Lo +2566.75 I 00 N 5. THE TOP LAYER OF UNSUITABLE ORGANIC I TBC EL: 2569.36 ! I L 1 TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN N: 717374.4152 I N I LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. U `----------------------J I I 1 DEPTH OF 6" INCHES AND DISPOSED OF J E: 2449071 .5685 N OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER w I I '� TBC EL: 2569.81 (0I 1 TO THE GEOTECHNICAL REPORT FOR I I / v'0, N: 717376.9668 I I N 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION � 4 I I I I E: 2449091 .6306 - - - I AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS O F- ROLLED WITH A LOADED DUMP TRUCK AND � N H I i TBC EL: 2569.44 INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR ( U o I N: 717377.3473 EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL CD 10 TBC EL: 2569.36 �`L� E: 2449074.6349 / ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. Z 00 2. o N: 717369.1895 �' L571 - Z 0 / I6 E: 2449071 .4514 7. ANY STRUCTURAL FILL MATERIAL SHALL I 1 COMPLY WITH THE "STRUCTURAL FILL" CQ 00 W - - - - - SECTION OF THE GEOTECHNICAL REPORT zO DATED AUGUST 18, 2021, AND BE Q N CL EL. 2569.31 TBC EL. 2569.36 C I_ COMPACTED TO 95% OF MAXIMUM DRY U � m N: 717346.9131 I N: 717356.9209:�fE �� W PEBBLESTON LN L I L � L L L L L Ll DENSITY PER ASTM D-1557. Z E: 2449057.9494 E: 2449083.4522 L; Lu TBCEL: 2569.36 LLLL o LLLLL 1.2% LLLLL LLLLLL 1 W N N: 49082.4918 LLL LLLLLL � C � � CV w � � I E: 2449082.4918 1 V v 1.1% 1.3%� -- _� W o°oPLN�: 717325.1892 N N co o°oD � W NNNMNNM w N O N (D � � Cfl Q : 2569.40 'A� U) m 0o 6 4 L6 `° '' 0 ° r' 2570 W;' , o I E: 2449070.4662 5' __ W Y m - - - - - - - - --------- O a l C I 2571 W o 0 0 0 o w i I FG EL: 2569.43 N 1 I 4 I I i I M U) U Z w U v N: 717325.3923 5;LLJ w w s° - 2572J U zE: 2449071 .1589 o° -1 -1 o cn w w z Q } Q O J I to 1 m U w w Q U N U co > F � � � � � w Q w w w w w 1 KEYED GRADING NOTES KEY MAP w w w w.... I O I ' I J J W w W w w° I rn i I U V O p O p 0 ' r ' 1 - - ---_ -- o o >- _ } _ } w 2.0% z j I PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. "a ""N � MD E5 Q Q b-' - - - 11 - 5 0 ---- o ' ° 'B i PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. C-2.1 I C-2.2 i C-2.3 C-2.4 z N c� v co ti z O I 2I - - CJ - - �- I I 1 N FG EL: 2569.79 C i PROPOSED 3 REVERSE PAN ROLLED CURB PER DETAIL 3 SHEET CD-1.0. - ---- - - - - N: 717291 .3924 - ; � `- �- H E: 2449071 .1317 - - _ - ------- o I PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, _ y N z z z -1 SHEET CD-1.0. C-2.5 - -- -- C-2.6 C-2.7 C-2.8 0 -0) 0 2 2 . I w N j 0.3% 2.0% °� E PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. o z ° o I PROPOSED TOWNHOMES o Q L w I� BPE: 2572.00' FO PROPOSED PEDESTRIAN RAMP PER DETAIL 1, SHEET CD-2.0 WITH I I a o o Q o I I N 2.0% 7 5/ TRUNCATED DOMES PER ACHD SD-712. C-2.9 -! C-2.10 C-2.11 � C-2.12 CL EL: 2569.62 I , 5' r N: 717265.3401 TBC EL: 2569.64 , O PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET \ ' E: 2449056.1227 N: 717265.0490 FG EL: 2569.95 E: 2449069.1195 N: 717263.3924 CD-9.0. - TBC EL: 2569.84 ' E: 2449071 .1093 --- w N: 717265.6311 I l OH PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. _ I W Z E: 2449043.1260 C-2.13 �C-2.14 C-2.15 C-2.16cn z Q Lo ti I _ o N I I� PROPOSED VALLEY GUTTER PER DETAIL 2, SHEET CD-9.0. �� j z O J TBC EL: 2569.85 I Lo 1.5% j JO CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. Cn a cn N: 717250.7578 I \ Q � I I \ W E: 2449038.7920 I R2� I O PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS z Z EXISTING F I s C-3.0-C-3.6. m 0 QPEDESTRIAN RAMPL R4 , I 7.5/ D Q o w TO BE RETAINED I l 0 RS L PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, w 6.0� SHEET CD-2.0. J ILL 1111 Ims /sm. 1111 1111 sm( 1111 1111 1111 ism ism ism ism ism ism ism ism ism ism ism ism ism ism ma cn U MATCH LINE SEE SHEET C-2.9 c GRADING PLAN - AREA 5 ��S \O s�o"�% SCALE. 1 - 10 �o F 0 10 20 SHEET NO: Feet 15461 C_2■ C vOF �oP�� DATE: c T F. NO 8-24-2023 L Q) D PAGE NO: 10OF69 C� z MATCH LINE SEE SHEET C-2.2 J GRADING NOTES o 0 CD L N ' 1. ALL ELEVATIONS SHOWN ARE FINISH B TBC EL: 2570.16 GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO w ' - 2 N: 717397.4445 ' SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND E: 2449298.2510 TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w AREA PRIOR TO STARTING CONSTRUCTION 1 E TBC EL: 2570.16 I 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES.' N: 717394.8719 SHOWN AT V INTERVALS.R OS °°°°° \ E: 2449301 .4067 9. FOR EROSION CONTROL DETAILS & NOTES O °°°°° PA °°°°° 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. 100 MAXIMUM UNLESS NOTED OTHERWISE. ' F 10 MAINTAIN 00- 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHAL SLOPE INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL ' PROPOSED COMMERCIAL BUILDING I I BUILDING FOUNDATIONS. 5. THE TOP LAYER OF UNSUITABLE ORGANIC TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN A LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. U DEPTH OF 6" INCHES AND DISPOSED OF J OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER R28.0' TO THE GEOTECHNICAL REPORT FOR 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION ' 5' AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS 0 �ROLLED WITH A LOADED DUMP TRUCK AND (2 N ' o INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR (D U o TBC EL: 2571.03 I;' EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL ' N: 717356.9533 o F TBC EL: 2571 .26 6' G F ,,�� r ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. Z 00 E: 2449189.7706 °' N: 717351 .3710 - - - - - _ _ _ _ z � M 42 E: 2449207.8388 - I � 7. ANY STRUCTURAL FILL MATERIAL SHALL � m W --- --- -- � CL EL: 2570.47 COMPLY WITH THE "STRUCTURAL FILL" - - - - - - - - - - - - - - - - - - - - - - TBC EL: 2571 .01 - - ' SECTION OF THE GEOTECHNICAL REPORT � -TBC EL: 2571.32- - - N: 717369.9760 °o°° �i N: 717349.2256 �' °o°o°° DATED AUGUST 18, 2021, AND BE z0 O 3 - - ° N: 717349.2776 E: 2449279.6338 �`'- ,-� E: 2449319.9974 COMPACTED TO 95% OF MAXIMUM DRY U L m o ° E: 2449214.6011 E ' DENSITY PER ASTM D-1557. z P BE ESTO E L N '' / � x - W c� N CL EL: 2570.76 CL EL: 2571 .22 B L ' W : . . 2S� TBC EL: 2570.76 N o N 7173469533 N: 7173400353 CL EL: 2571.31 � 1 0 C7 U 1 E- 2449189.7737 E: 2449205.7971 N: 717336.0884 o_ N: 717335.2240 2 .11 j /y L E: 2449247.3403 _ E. 2449313.6063 W D \ °°O°° \ O.9% N N N co co m _ ° CLEL: 2571 .01 �'' m ti � MNrn � N w 1 ' o°o 0 � N i 1 N: 717336.2256 m o W TBC EL: 2571 .03:� FG EL: 2571.46 o N o N c0 ' i c� �l N E: 2449279.6344 ' ao o N: 717325.2879 CL EL. 2571 .50 25 ""- m z z z z z z L W N. 717336.9533 N: 717324.2132 / --_"- U Y U U U U m � ' E: 2449189.7767E: 2449201 .7220 0 W o - - DF -/ - - E: 2449220.4996 --------------- ------------------------------------------------- -- - = o 2i 0 2i I z ' I R12.p� l \ m o / cr � cwn �Ucwn �U v J % TBC EL: 2571.51 p w u w w w _ N: 717319.1753 � � � o � o � z cn TBC EL: 2571.31 TBC EL: 2571.04 C� o 0 ° � iQS 0 E: 2449200.2978 i w w z Q } Q } 0 N: 717323.2484 N: 717323.2256 ' N LU LU o o o Q I-Fo / FG EL: 2571 .51 E: 2449251 .1572 E: 2449279.6240 �I ui w w w w w TBC EL: 2571 .49 �� N: 717316.7610 z z > > ' o o N: 717305.6642 `?�� E: 2449235.3486 KEYED GRADING NOTES KEY MAP J J u- � u- � u- 1.2 /o 2.0 ' 51 E: 2449194.9517 ° G PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. "a ""N - co FG EL: 2571 .47 m Q ~ Q ~ , ' N: 717291 .2964 CL EL: 2571 .40 ' - ---- - - -- I I I N: 717291 .2484 o E: 2449191.1317 TBC EL: 2571 .43 B PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. C-2.1 C-2.2 i C-2.3 C-2.4 N coI z N 1 N: 717291 .2950 E: 2449206.1316 N TBC EL: 0.00 C' PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1.0. I I E: 2449193.1317 - `- ---- o ' i N. 717291 .2127 5.0% ' i --J J N l FG EL: 2571 .45 - - ---- L) E: 2449219.1316 �� _ _ _ - '' ------- .a> ' N: 717285.7724 ' PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, �; _________ _ N ° - z z z E: 2449221 .1273 SHEET CD-1.0. I C-2.5 -- -- C-2.6 C 2.7 C-2.8 0 U Y Y PROPOSED TOWNHOMES E PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. j o ° ° w > - - - - - - - - - - - - z z z Y 0 1 BPE: 2572.00' ° 3: LD w Lu E FO PROPOSED PEDESTRIAN RAMP PER DETAIL 1 SHEET CD-2.0 WITH I I �I 0 13 13 TRUNCATED DOMES PER ACHD SD-712. 0 z C-2.9 C-2.10 r C-2.11 C-2.12 ' FG EL: 2571 .33 1 9/° 1 •, " N: 717263.2964 O PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET Q ' E: 2449191 .1093 5i 2.5% 5.0% ' CD-9.0. z FG EL: 2571 .33 OH PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. I.l J _ Z c ' N: 717258.7724 ' H p C-2.13 C-2.14 C-2.15 C-2.16 W E: 2449221 .1057 I PROPOSED VALLEY GUTTER PER DETAIL 2 SHEET CD-9.0. �- z O I-- z Q , OI U L ; a E JO CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. O Cn Q --- - 1 .1% �`n � - - - ----------------- 2.0% O 3 Z W 2.0% . 2571 .27 . C-3.0-C-3.6. O m z � � Q a_ 2 - I � I I PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, zW Q SHEETCD-2.0. J 0 ° MATCH LINE SEE SHEET C-2. 10 U c GRADING PLAN - AREA 6 ��S \O s�o"�% SCALE. 1 - 10 ID �o F c 0 10 20 SHEET NO: Feet 15461 s� �o C-2.6 OF �oP�� DATE: �T F. NO L 8-24-2023 0 PAGE NO: 11 OF 69 C� z r� MATCH LINE SEE SHEET C-2.3 J CL EL: 2571 .08 GRADING NOTES o 0 !CL EL: 2570.17 '-__ _______ ____TBC EL: 2570.75 U TBC EL: 2570.70 N: 717399.2384 �. N: 717402.0247 N: 717413.2792 O 1. ALL ELEVATIONS SHOWN ARE FINISH z 1 N: 717415.0511 E: 2449450.2098 O' 1 oC E: 2449325.7821 o N E: 2449407.2712 �`� GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO w E: 2449399.7493 `� �. 1 0 SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND W PEBBLESTONE LN N Ng 1E413 86483 N: 7E7399 30027 TBC EL: 09.75 8 -` TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w N: 717409.7588 E: 2449401 .5750 E: 2449447.3416. 1 AREA PRIOR TO STARTING CONSTRUCTION TBC EL: 2570.33 - o - - _ E: 2449475.5298 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. TBC EL: 2570.34 0.8/o TBC EL: 2571.03 - TBC EL: 2571.25 SHOWN AT V INTERVALS. O 1 I N: 717386.9283 E: 2449351 .4235 N: 717386.0224 N: 717386.5527 TBC EL: 2571 .08 N: 717407.1000 9. FOR EROSION CONTROL DETAILS & NOTES 1 E: 2449354,6393 o E: 2449436.0316 N: 717386.3551 E: 2449479.8858 / 1 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. �o TBC EL: 2570.26 N MAXIMUM UNLESS NOTED OTHERWISE. 00- N: 717379.3140 TBC EL: 2570.97 E: 2449444.8554 10. MAINTAIN SLOPE IN THE DIRECTION q 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE ---'� E: 2449360.3547 N: 717384.9573 " ________________ ______ CL EL: 2571 .27 E: 2449433.1040 -- N: 717391.6576 INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL 1 / BUILDING FOUNDATIONS. LLLLLLL22°/o A o E B B E E: 2449474.4952/ 5. THE TOP LAYER OF UNSUITABLE ORGANIC ' C15E / TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN TBC EL. 2570.45 - - --_ - - LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. C) DEPTH OF 6" INCHES AND DISPOSED OF J N. 717371 .2130 77' ' / OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS REFER E: 2449334.3323% �� o 5�_ N � 7� TO THE GEOTECHNICAL REPORT FOR - - - - - 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION 0 / D _ ---------------- § 1 AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS ---- TBC EL: 2570.82 - ------ 2571 ----------------------- G 798 °oo00 79 ROLLED WITH A LOADED DUMP TRUCK AND N / N: 717377.7693 1 INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR (D U o E: 2449429.3374 800 799 7 EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL Q c TBC EL: 2570.55 -- -- / _ _ _ _ _ _ _ _ _ I ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. z zz 00 N: 717367.1617 - - i1� 1 1--- z lE: 2449336.2680 E ' FG EL: 2571 .34 1 7. ANY STRUCTURAL FILL MATERIAL SHALL m -- - I/ N: 717363.0471 COMPLY WITH THE "STRUCTURAL FILL" 1 Ld B - ---- R39-0 1 SECTION OF THE GEOTECHNICAL REPORT O E: 2449468.5013 I DATED AUGUST 18, 2021, AND BE Q 1 I N TBC EL: 2570.87 m l COMPACTED TO 95% OF MAXIMUM DRY C) � N: 717362.5874 FG EL: 2571 .28 1 DENSITY PER ASTM D-1557. z E: 2449352.2050 N: 717363.1330 TBC EL: 2571.45 1 W 0 E: 2449361 .1892 � Nr �/)� N: 717350.2937 B 1 RAMP POINT TABLE W .p0 E: 2449474.1789 N POINT # NORTHING EASTING ELEVATION DESCRIPTION r " ' ~ FG EL: 2571.71 0 `" W TBC EL: 2571 .46 -5�% p 5.0/o FG EL: 2571 .42 .4/o (7 N: 717330.0482 1 = 794 717376.2570 2449466.6386 2571 .24 TBC AT FLARE �, W N: 717321 .2950 N: 717330.1330 E: 2449467.1628 E: 2449325.8548 E: 2449361 .1628 r N N N co co o �� 1 - 795 717373.2957 2449468.9479 2571 .00 TBC AT RAMP N N N co N N co Lu Q TBC EL. 2571 .32 PROPOSED TOWNHOMES o m 4 L6 c6 � o o LLI N: 717321 .1530 -� - - - 1 m 796 717369.5528 2449471.1291 2571 .04 TBC AT RAMP W BPE: 2572.25' (/) z U z z z z z E: 2449327.9566 z N m 797 717366.7378 2449472.3332 2571 .31 TBC AT FLARE Y U U U U m m 0 LLI p o o 0 z 1 �' / �2570.90 z 1 798 717369.5135 2449466.0347 2571 .26 BACK OF RAMP U) o U) o i /J i c"' r- _ K 2 2% m 799 717366.9362 2449469.0937 2571 .22 BACK OF RAMP o J o J 1 m w w z 0 0 0 0 z (� 5.0 /o � Q Q FG EL: 2571 .94 < o Q 1 \ FG EL: 2571.35 D 1 800 717366.4545 2449463.4574 2571 .32 BSW N U > FG EL: 2571 .38 I i N: 717303.0482 m ui - w r o o > \ N: 717316.6860 + N: 717303.1330 1 .8% 1 N 801 717363.9061 2449466.5408 2571 .28 BSW w_ w_ 2 w w 0 1 E: 2449329.1520 2570a_ I .15 E: 2449361.1412 E: 2449467.1412 D KEY MAPLL J J 0 0 0 tY 0 1 1 KEYED GRADING NOTES - - - Na - o ° ° 5 1 co rn U Q U Q U 5 2571.62 _ _ ------- 1 o + A; PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. ' ° N 0.9 /0 2572 1.0 /0 2572.25 C-2.1 C-2.2 C-2.3 C-2.4 N v n co ti z LO N ii PROPOSED 3 ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .o. 1 FG EL: 2571 .07 1 `----J CD CD N °' N: 717285.6860 I © PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1.0. J ------ N 0 1 L -E: 2449329.1272 \ C-2.5 - C-2.6 C-2.7 C-2.8 0 Y Y 1 I 1 O PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, / 1 ol C) j SHEET CD-1.0. o > /o I 5.0 FG EL. 2571 .43 I I z z z Y o 3:N: 717276.1330 FG EL: 2572.11 1 - � o LD w E: 2449361 .1196 N: 717276.0482 Ci PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .o. I I ;II [If Of o = Q 0 1 E: 2449467.1196 PROPOSED PEDESTRIAN RAMP PER DETAIL 1, SHEET CD-2.0 WITH _--_ C-2.9 C-2.10 r C-2.11 C-2.12 PROPOSED TOWNHOMES J I 2S>09 K 1 TRUNCATED DOMES PER ACHD SD-712. w 1 4\ BPE: 2572.25' 1 v o C K ; PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET ®� I \ 1 I I 1 CD-9.0. ,�, _ �IM W Z + I 2571 .05, C-2.13 �C-2.14 C-2.15 C-2.16 Q 2570.20 I 0� 1 C PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. rj I �� Z Z J 12.0°�° I � If - O a I` ) 1 � 5.0 /o FG EL. 2571.27 1 10 PROPOSED VALLEY GUTTER PER DETAIL 2, SHEET CD-9.o. O (n 2 FG EL: 2571.07 I N: 717249.1330 FG EL: 2572.08 I - Q N: 717258.6860 I I E: 2449361 .0980 N: 717249.0482 1 J CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. Z W E: 2449329.1056 I 25 0 E: 2449467.0980 O Z _ a I I I I + I 'K,' PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS z m Q 57 2572.13 1 C-3.0-C-3.6. Z Q ----------------------------------------- - (� W o� M M M M ! M M M M M �p Wig% M MON L.' PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, J SHEET CD-2.0. 0 U MATCH LINE SEE SHEET C-2. 11 c GRADING PLAN - AREA 7 \ONAL s�o"�% SCALE. 1 - 10 �o F ID 0 10 20 -m Feet SHEET NO: 15461 C_2■7 v OF DATE: cn T F• NO 8-24-2023 L Q) D PAGE NO: 12OF69 C� z MATCH LINE SEE SHEET C-2.4 J ----------------- GRADING NOTES ZD ----------------------- _ 792 CAo --- -------------- - _ --------------- ----- EP - U 790 793 _,--- - TBC EL: 2571 .94 TBC EL: 2573.27 1. ALL ELEVATIONS SHOWN ARE FINISH � z 1 786 D N: 717413.8255 - N: 717412.9801 w GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO w 0000°° 9 �, E: 2449541 .4629 \ E: 2449607.811 4 LU SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND °°° > TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w TBC EL: 2571 .66 CL EL: 2573.58 W PEBBLESTONE DRIVE c\i AREA PRIOR TO STARTING CONSTRUCTION 1 7 - ` 789 N: 717406.1311 N: 717396.3076 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. w / 788 o E: 2449509.5602 - E: 2449621 .2417 4 z SHOWN AT 1' INTERVALS. N - - - rt - - 9. FOR EROSION CONTROL DETAILS & NOTES 1.9%1 �'�� w 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0.CL EL. 2572.04 J MAXIMUM UNLESS NOTED OTHERWISE. F I 00- N: 717397.3268 _ a m 10. MAINTAIN SLOPE IN THE DIRECTION QZ E: 2449541 .2527 `o c�i w w 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE SST TBC EL: 2571 .99 (_6 �'TBC EL: 2573.29 INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL 1 O�� N: 717380.8281 BUILDING FOUNDATIONS. <� � E: 2449541 0425 N: 717379.9765 5. THE TOP LAYER OF UNSUITABLE ORGANIC ____________ __________________________ __________________ ________________________ E_-2449607.8839 TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN O, CL EL: 2571 .52 --------------- --------------------- --------------------- LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. U \ /-N: 717375.3574 _ DEPTH OF 6" INCHES AND DISPOSED OF J \ E. 2449499.2090 - - - - OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER TO THE GEOTECHNICAL REPORT FOR - j - - - - - - - - 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION 1 / AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS O F- 0 ROLLED WITH A LOADED DUMP TRUCK AND N o INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C 5.0 C 5.4 FOR C� Y o EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL (D U o ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. z zz 00 z 7. ANY STRUCTURAL FILL MATERIAL SHALL m TBC EL: 2571 .44 / LLj o o COMPLY WITH THE "STRUCTURAL FILL" N: 717349.3809 o o SECTION OF THE GEOTECHNICAL REPORT z 1 E: 2449507.1782 N cV DATED AUGUST 18, 2021, AND BE Q N O +2572.40 COMPACTED TO 95% OF MAXIMUM DRY U L m DENSITY PER ASTM D-1557. z 1 � � W FG EL: 2571 .62 2.0% 1 1 N: 717360.1896 N KEYED GRADING NOTES w N CL EL: 2571.501 ^ E: 2449516.7037 U 1 \ OA PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. N N: 717347.3572 cv v W 1 I E: 2449490.6157 3.4 /o FG EL: 2571.79 © PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. co co �' W N: 717328.4916 NNN co NNco w o U) 1 E: 2449514.1615 O PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1 .0. N o N co - - co ~ 1 un oo & v L6 co � o o W PROPOSED TOWNHOMES W - - - - - - - - - - - - - - O PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709 DETAIL 4 z z z z z z co 1 I z BPE: 2572.50' U Y U U U U m SHEET CD-1 .0. o W Q z 1 z LANDSCAPE WALL, PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. w U o U o U J D SEE DETAIL 6, >UJ � w � w °' = I I SHEET CD-3.0 CF) PROPOSED PEDESTRIAN RAMP PER DETAIL 1 , SHEET CD-2.0 WITH v v z o 3� TRUNCATED DOMES PER ACHD SD-712. > > o Q 0 N o w w - - Q m ° FG EL: 2572.01 w o w w F w 1 p ' N: 717299.7916 G. PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET w w � w w E: 2449514.1386 U U o 2.0% 1 .0% - - o ow � w � w_ CD-9.o. KEY MAP ° 51 PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. o -71PROPOSED FENCE I N o o 1 .7 /° coPPROPOSED VALLEY GUTTER PER DETAIL 2, SHEET CD-9.0. C-2.1 C-2.2 C-2.3 1 I C-2.4 0 1 + o PER LANDSCAPE --- 2572.40 PLANS I N I 0.1% 2572.04 -0.5% 0 1 2.0% _ I J CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. N 2.0% � i - - - - - o K PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS [J dl N 1 �- N c� 2.0% 1 .0% C-3.0-C-3.6. I z z z C-2.5 - C-2.6 C-2.7 C-2.8 0 U Y Y 1 U - - I o L_. : PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, ; j o ° ° > 1 SHEET CD-2.0. - � o Q ��-, w 1 9 RAMP POINT TABLE I I I a o o Q FG EL: 2572.14 I 0 1 N: 717271.0916 POINT # NORTHING EASTING ELEVATION DESCRIPTION C-2.12 E: 2449514.1156 C-2.9 f C-2.10 r C-2.11 J 1 786 717405.5003 2449482.8864 2571.30 TBC AT FLARE o PROPOSED TOWNHOMES 787 717403.8990 2449487.1696 2571 .09 TBC AT RAMP 1 BPE: 2572.50' p�� W Z 788 717402.9815 2449491 .4490 2571.14 TBC AT RAMP C-2.13 �C-2.14 C-2.15 C-2.16 Q 0 1 789 717402.7169 2449494.7211 2571.46 TBC AT FLARE If I `� z J a co 790 717407.6951 2449489.7318 2571 .38 BACK OF RAMP 0 C/) Q � 1 I � 1� z Z W 791 717405.4893 2449493.1517 2571.33 BACK OF RAMP 1 o m - oc 2.0% 1 .0% 792 717411 .0528 2449491 .9057 2571.44 BSW Z 0 Q z 1 793 717408.8456 2449495.3281 2571 .39 BSW W Cf) 0 ° MATCH LINE SEE SHEET C-2. 12 U c GRADING PLAN - AREA 8 ��S \O s�o"�% SCALE. 1 - 10 ID �o F c 0 10 20 SHEET NO: Feet 15461�� .�.� C-2.VQ '�(� qTf OF �oP�� DATE: F. NOR� L 8-24-2023 ° PAGE NO: 13OF69 C� z V) a MATCH LINE SEE SHEET C-2.5 GRADING NOTES o 0 oc 1. ALL ELEVATIONS SHOWN ARE FINISH = CD TBC EL: 2570.18T GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO w I N: 717238.5248 -' �'� ' SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND \ E: 2449012.7972 % 2 0% TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w AREA PRIOR TO STARTING CONSTRUCTION 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. SHOWN AT 1' INTERVALS. w RETAIN EXISTI G E B � '� 9. FOR EROSION CONTROL DETAILS & NOTES ' PEDESTRIAN AM EP EL: 2569.98 '' 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. 100 N: 717236.3030 '' MAXIMUM UNLESS NOTED OTHERWISE. 00- w (SHEET C-2.5) ' 10. MAINTAIN SLOPE IN THE DIRECTION E: 2449013.1115 O FG EL: 2570.29 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE ° N: 717235.3924 INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL 6% L ° ° E: 2449071 .0869 ' BUILDING FOUNDATIONS. -1�4AFN TA If�� ' 5. THE TOP LAYER OF UNSUITABLE ORGANIC E . EXISTING VALLEY TBC EL: 2570.00 ' N: 7172105736 , -' - TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN GUTTER 2.0 /o LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. U E: 2449018.6349' c5`6, �s ' DEPTH OF 6" INCHES AND DISPOSED OF J w CL EL: 2570.00 � - O, �p I PROPOSED TOWNHOMES OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER N: 717224.1301 0000000000 6'° oo 7.5/ BPE: 2572.00' ' TO THE GEOTECHNICAL REPORT FOR E: 2449013.0897 w- _T - °°°°° I 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION \\ E B - =� - - ' AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS O F A \ \ _ _ _ _ _ _ ROLLED WITH A LOADED DUMP TRUCK AND Y N F FG EL. 2570.10 ' INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C 5.0 C 5.4 FOR (D U o `\ EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL \ \ 10' i I -N: 074 ' ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. O Z O cZ 00 / H �,� \ I ^\� E: 2449449071 .061 .0645 J z 0 7. ANY STRUCTURAL FILL MATERIAL SHALL Q - w / COMPLY WITH THE "STRUCTURAL FILL" co w F I 4 63 5 o ' SECTION OF THE GEOTECHNICAL REPORT cQ 1 ' DATED AUGUST 18, 2021, AND BE Q O COMPACTED TO 95% OF MAXIMUM DRY U � m / I DENSITY PER ASTM D-1557. z RECONSTRUCT EXISTING ' 1 w rURB AND GUTTER FOR \ FG EL: 2568.96 I 7 5/ CD j APPROACH N: 717173.3924 ' w N - - - E: 2449071.0373 I I CV w TBC EL. 2570.16 � \ �\ \� I ° 2572 U N N: 717186.4456 Q E: 2448992.7520 \ '`� \ \ °�o o ' O A \ � � w N co co EP EL: 2569.75 °�° - - - - - - - - - - - 2571 ' 2 M w N: 717181.7589 H ° N O N CNa Q 0 \ \ m oo a) v L6 co � o z E: 2448990.2962 \ ° 2570 ' w z U z z Z Z Z -i \ 9y N ' w U Y U U U U CD Q w \ \ 256� W ui o 0 0 0 Q I \ � ' Z wcU) 0i) v w (]f w c/) J J Z cn A = w w z Q } Q O w w o CD > > Q � N > ui N PROPOSED ■ Q z z ui > w > w PLAYGROUND, SEE ■ KEYED GRADING NOTES KEY MAP w w w 2 w 2 ° \ I LANDSCAPE SHEETS / U v U 0 0 0 0 w - - ---_ -- o o _ PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. �a ""N I i Q Q No \ I \ B PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. C-2.1 C-2.2 C-2.3 C-2.4 N co v V) co r-- z I \ \ C PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1.0. - / L'---J L'----J _ _ I \ PROPOSED NMID DRAIN D ' PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, N[J dl \ PIPE; SEE APPROVED NMID 'a I \ \ I N SHEET CD-1.0. C-2.5 C-2 C2.7PLANS FOR EXACT C-2.8 zU z PROPOSED TRAIL SURFACE z Y Y U w \ LOCATION AND ELEVATION o I AT EXISTING GRADE (TYP) \ E PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. i I �; o ° ° LLJ \ \ ' z z z Y o \ \ O Q in w a PROPOSED PEDESTRIAN RAMP PER DETAIL 1, SHEET CD-2.0 WITH �� a o o Q o I I \ \ TRUNCATED DOMES PER ACHD SD 712. C-2.9 C-2.10 r C-2.11 j C-2.12 ULJ C PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET � a \ CD-9.0. L H / w I y \ \ I \ I H PROPOSED CONCRETE PATHWAY PER DETAIL 4Lu , SHEET CD-9.0. l`� �IM Z h \ \ I \ C-2.13 �C-2.14 C-2.15 C-2.16 Q PROPOSED VALLEY GUTTER PER DETAIL 2, SHEET CD-9.0. rf I �, j z z J CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. O Cn 3: m 1 \ \ �\ OK PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS Z Q Z W I 1 \ > \ \ \ C-3.0-6-3.6. O m Q C a I I +2567.39 w \ \ \ z I \ ^ \ \ I 0 PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, � Q �, SHEET CD-2.0. J L L NAL MATCH LINE SEE SHEET C-2. 13 o��SS\OE SID �o��iy GRADING PLAN - AREA 9 15461 SHEET NO: o SCALE: 1" = 10' C-2.9 U o 10 20 Feet (iiQ if OF ��' DATE: L T F NCR 8-24-2023 Q) PAGE NO: 14OF69 C� z MATCH LINE SEE SHEET C-2.6 J m GRADING NOTESZD FG EL: 2571 .20 U O 1 FG EL: 2571 .19 N: 717231 .7724 1 1. ALL ELEVATIONS SHOWN ARE FINISH z CD 1 N: 717235.2964 3.5/o E: 2449221 .0841 5 0% 1 GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO w E: 2449191 .0869 -� SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND cli TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w 1 1 1 AREA PRIOR TO STARTING CONSTRUCTION 1 PROPOSED TOWNHOMES 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. SHOWN AT V INTERVALS. 1 D i i N i BPE: 2572.00 1 9. FOR EROSION CONTROL DETAILS & NOTES 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. MAXIMUM UNLESS NOTED OTHERWISE. 1 1.8�/o 1 1 10. MAINTAIN SLOPE IN THE DIRECTION o 1 2� 51 5.0% 1 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE 1 /o FG EL: 2571 .08 INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2 AWAY FROM ALL 3 g BUILDING FOUNDATIONS.N: 717204.7724 1 5. THE TOP LAYER OF UNSUITABLE ORGANIC 00-10, E: 2449221 .0625 TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN FG EL: 2571.05 I LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. 1 N: 717207.2964 i i 1 DEPTH OFF SITE.OF 6 INCHES AND DISPOSED OF E: 2449191 .0645 12. FOR DESIGNATED TRAFFIC AREAS, REFER � ___---- - TO THE GEOTECHNICAL REPORT FOR 1 1 2572.00--- ti 1 .1% 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION 0 ,;�l AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS --------------------------------------- 2571 .30 ROLLED WITH A LOADED DUMP TRUCK ANDLo U) N INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0 C 5.4 FOR CD o 1 I I 1 EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL (D 0U 4� I _ 2.0% _ ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. z z 00 1 2.0% 1 � z 0 7. ANY STRUCTURAL FILL MATERIAL SHALL J Q - 1 I FG EL: 2570.96 1 COMPLY WITH THE "STRUCTURAL FILL" zco LLj SECTION OF THE GEOTECHNICAL REPORT 1 i 13' 13' i 4.6// N. 717177.7724 1 DATED AUGUST 18, 2021, AND BE 0 N 0 E: 2449221 .0409 0 o m FG EL: 2570.87 i I 5� COMPACTED TO 95/o OF MAXIMUM DRY U Lr) 1 N: 717173.2964 5 1 DENSITY PER ASTM D-1557. z E: 2449191.0373LLJ TBC EL: 2570.83 _ _ PROPOSED TOWNHOMES CV o N: 717172.1501 ' � 1 � BPE: 2572.00 1 N (j 6, E: 2449193.0364 N 1 0 W 2571 n W , = co co 2570 'A r-- � i � r N N N co N N co W U) 1 5' O, 1 4.8% 5.0% 1 z N C?c NI?' � cN9 Q L � 12.0% � I m m o0 0� v � co � 0 o W TBC EL: 2570.81 ; FG EL: 2570.84 W 1 TBC EL: 2570.81 N: 717169.1525 N: 717150.7724 1 m Y m N: 717169.1662 E: 2449190.0434 E: 2449221 .0193 m 0 10 W 1 E: 2449173.0340 1 1 o o 0 1 1 U) U U U 1 = w U) c/) U 1 L L i o - W W J w � ti 1.1% m � 0J0 J z � - - I'Tl � � o 0 0 - o I ; I 5.2% 2572.00 0`? 2571 .30 co > > Q Q v N v o ~ 10. 1 � w � w � ui 0 0 I I i I� z z I`I - w - w 1- I 1 KEYED GRADING NOTES � � o � LL � LL KEY MAP oo � 0000 I Z i �� a - - �a nna ---_ -- - nNa O ~ U H U H PROPOSED 6 VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. �, Q - Q U U �, FG EL: 2570.70 1 'B'i PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. C-2.1 C2 2 C-2.3 ' � ' C-2.4 N co v � co ti oz CD = 1 i 5.7/o N: 717123.7724 4.7% N I E: 2449220.9977 N 1 �I 5' L L L z 1 C PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1.0. - -_ ---- -J ' ---- - 0 2.0% L L L L L 1 - �� _ - ------- °' PROPOSED TOWNHOMES D ' PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, dl N o II 1 ---------- r� "' - - - - - - - - - - - - - SHEET CD-1.0. , - - � U z z z 1 BPE: 2572.00' I C-2.5 - C-2.6 C-2.7 i i C-2.8 0 U Y Y U I ° I E PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. i I �; ° w ti I 2.0% _ o w ° w o ; z z z Y O c cv - LL 2.0 /o c� Ir E 1 I 1 FO PROPOSED PEDESTRIAN RAMP PER DETAIL 1, SHEET CD-2.0 WITH I � a o o Q 0° 1 I 4.6% 1 TRUNCATED DOMES PER ACHD SD-712. C-2.9 C-2.10 C-2.11 C-2.12 U L TBC EL: 2570.46 5.9% - - r 1 N FG EL: 2570.47 1 C PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET TBC EL: 2570.40 N: 717097.1525 - -N: 717097.1661 E: 2449189.9779 N: 717092.7724 1 1 LIE:E: 2449172.9764 � E: 2449220.9729 1 - � 1\ �---i Z TBC EL: 2570.45 1 OH PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD 9.0. W L L L I �� N: 717094.1501 C-2.13 �C 2.114 G2.15 C-2.16 a Q' FG EL. 2571 .02 o FG EL. 2571 .12 0 I PROPOSED VALLEY GUTTER PER DETAIL 2 SHEET CD-9.0. 1 E: 2449192.9740 FG EL: 2571 .20 C- 1 ` z O J O 0 I F N: 717087.2508 c`? N: 717087.2276 � N: 717087.2044 0 - TBC EL: 2570.42 co a r 1 N: 717089.1501 E: 2449247.9685 E: 2449276.9685 E: 2449305.9684 JO CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. Cn F - - - - - - - - 00 ' E: 2449192.9700TBC EL: 2570.41 _ TBC EL. 2570.38 �`{' 0 1 OK PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS z Z W N: 717086.1661 I ' C-3.0-C-3.6. O a LE: 2449172.9676 TBC EL: 2570.41 -N: 717082.2756 ----- N z m 0 L E. 2449218.9645 0 o 717086.1525 30 1 I � 8-0- N: , M C PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, z Q Q E: 2449189.9676 A 00 ti 1 SHEET CD-2.0. W U MATCH LINE SEE SHEET C-2. 14 c GRADING PLAN - AREA 10 \ONAL s�o"�% SCALE. 1 - 10 �o F 0 10 zo a �° SHEET NO: Feet 15461 s� �o C-2. 10 OF �oP�� DATE: �T F. NR� L F � 8-24-2023 0 PAGE NO: 15OF69 C� z MATCH LINE SEE SHEET C-2.7 J I= m mmmI 0" m m m m m mmm � � � m m m mm m m m m m m m m m m � ■� z � 2570.2o r 3.6/ r GRADING NOTES o 0 1 + I I +25 0 1 °C \ I 1. ALL ELEVATIONS SHOWN ARE FINISH = CD GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO � SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w _ 01 AREA PRIOR TO STARTING CONSTRUCTION 2.0% FG EL 2571 .02 I ; ' 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. N: 717231 .6860 j FG EL: 2572.01 SHOWN AT 1 INTERVALS. \ 9. FOR EROSION CONTROL DETAILS & NOTES ' _(E: 2449329.0840 H N: 717222.0482 ' 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. E: 2449467.0764 ' MAXIMUM UNLESS NOTED OTHERWISE. ' i \ 5.0% PROPOSED TOWNHOMES 10. MAINTAIN SLOPE IN THE DIRECTION 00-10, / 2570.80� 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE 1 5' BPE: 2572.00' N INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL \ O BUILDING FOUNDATIONS. K FG EL: 2571.19 ' 5. THE TOP LAYER OF UNSUITABLE ORGANIC N: 717222.1330 � ' LIMITSOIL SHALL BEAL WITHIN THE GRADING STRIPPED TO A MINIMUM 11. REMOVE APPROVED NOFDEBRIS AND LOCATION.DISPOSE AT AN U +2570.05 I E: 2449361.0764 0 0.1 /o D DEPTH OF 6" INCHES AND DISPOSED OF J ' i I K 5.0// FG EL: 2571 .16 < ' OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER I I I I N: 717195.1330 m TO THE GEOTECHNICAL REPORT FOR FG EL. 2571.02 o E: 2449361 .0548 FG EL. 2571.88 ' 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION N: 717204.6860 I I I N: 717195.0390 AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS 0 F- ' Ei 2449329.0624 NINSPECTED.E: 2449467.0548 ROLLED WITH A LOADED DUMP TRUCK AND (2 ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR 0 Y o I2572 ---------- ' EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL CD U � l2.0% I _ ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. z zz 00 2.0% I I0 81 - - - - - � 1 � z � �I I 1 .0°°/ 2571 .35 1.0% �02 $ 7. ANY STRUCTURAL FILL MATERIAL SHALL �I 2572.00 I m w 1 - - 1 _ J N I I ; COMPLY WITH THE "STRUCTURAL FILL" N I I , 04 SECTION OF THE GEOTECHNICAL REPORT 000 DATED AUGUST 18, 2021, AND BE Q N O I I I r � COMPACTED TO 95% OF MAXIMUM DRY U � m FG EL: 2571 .19 � ' DENSITY PER ASTM D-1557. Z � I I + N: 717168.1330 1 .0% ; LJ O ' FG EL: 2570.94 I 2570.57 5.0 /o 1 ' RAMP POINT TABLE � N: 717177.6860 I E: 2449361 .0332 ; � W N CV 1 E: 71717 . 8408 i ' POINT # NORTHING EASTING ELEVATION DESCRIPTION FG EL: 2571.77 U N: 717168.0482 j ' ,2570.90 K E: 2449467.0332 ' = 802 717195.0120 2449469.0353 2571 .87 BSW AT FLARE PROPOSED TOWNHOMES LLI ' r 803 717195.0127 2449474.0353 2571 .78 TBC AT FLARE N N N co co N N N co N N co BPE: 2572.00' z ti Lo co N m �, N � o U I + K 804 717191 .0120 2449469.0331 2571 .58 BSW AT RAMP cv cq cv c? cfl Q o W 2570.1� noornvnco � p LI cn 805 717191 .0127 2449474.0331 2571 .49 TBC AT RAMP Z Y Z z z z m p m o W FG EL:�2570.90 FG EL: 2571.16 1~ m� ' � ' 806 717187.0120 2449469.0310 2571 .56 BSW AT RAMP Q z N: 717150.6860 I 5.0% N: 717141 .1330 i = w U) O U o U J ' E: 2449329.0192 I E: 2449361 .0116 ' m 807 717187.0127 2449474.0312 2571 .47 TBC AT RAMP > w w oo i FG EL: 2571 .63 w w w °' _ N: 717141.0482 ' m � � p p z o E: 2449467.0116 808 717183.0120 2449469.0289 2571.81 BSW AT FLARE > > Q Q Q o Q 1 I I N i 1 809 717183.0127 2449474.0593 2571.71 TBC AT FLARE w_ of w_ oLu I H , O N z z 2j � w � w + ° N - - - - - - - - - - - - - � "' KEYED GRADING NOTES KEY MAP o o 0 0 0 U U O p O p 0 w 1 .0/ 2571 .3 1.0% 2572.00 ° I 1.8% 2570.50 ;° I CAA),, PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. ---- - j j 0 1 5' f- - i 1 C-2.1 C-2.2 i C-2.3 I C-2.4 N oo ItLn co r-- PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. N � ___� o ' I 2.0% 1'8% ' \C\ PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1.0. �, -J - _ o N ° FG EL: 2571.14 � , FG EL. 2571 .19 5' N: 717123.6860 5.0// N: 717114.1330 FG EL: 2571.51 D ' OD PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, C-2.5 - C-2.6 C-2.7 C-2.8 0 Y Y E: 2449328.9976\ E: 2449360.9900 N: 717114.0448 SHEET CD-1.0. o 1 ' I o ° > K E: 2449466.9900 \E\ PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. ,� ° E ' �\ PROPOSED TOWNHOMES Q o I \ BPE: 2572.00' Ci PROPOSED PEDESTRIAN RAMP PER DETAIL 1, SHEET CD-2.0 WITH - - - ' o K ' TRUNCATED DOMES PER ACHD SD-712. C 2.9 C-2.10 C 2.11 C 2.12 CD ' I .0 0- i ' G PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3 SHEET U I o ; CD-9.0. ' +25 25 I FG EL: 2571 .19 2.2�o ' ---; Z W ' I +2570.25 5.0% N: 717087.1331 FG EL: 2571 .39 ' O PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. C-2.13 \C-2.14 C-2.15 C-2.16 Q I E: 2449360.9684 Z Z J v ' ) 2.0% l N: 717087.0483 ' I\ PROPOSED VALLEY GUTTER PER DETAIL 2, SHEET CD-9.0. Z O a V E: 2449466.9684 O U r JO CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. � ' Z W 2572 C PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS O m a FG EL: 2571 .29 _ c o 0.9/0 2571 .35 1 .0/0 2572.00 ' C-3.o-C-3.6. Z N. 717087.1812 - ----------- Z o (n ' c5 E: 2449334.9684 ' ' PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, J � � nowSHEET CD-2.0. U MATCH LINE SEE SHEET C-2. 15 c GRADING PLAN - AREA 11 \ONAL s�o"�% SCALE. 1 - 10 �o F 0 10 zo a �° SHEET NO: Feet 15461 C-2. 11 co (��if OF �oP�� DATE: c T F• NO 8-24-2023 L Q) PAGE NO: 16OF69 C� z MATCH LINE SEE SHEET C-2.8 J T� o GRADING NOTES oZD 0 00 2572.40 U + - - o T o 1. ALL ELEVATIONS SHOWN ARE FINISH z 0.1% 257208 0.1 /0 2572.15 DC GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO Lu SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w AREA PRIOR TO STARTING CONSTRUCTION FG EL: 2572.06 2.0% 1.0% 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. N: 717242.3916 SHOWN AT V INTERVALS. O E: 2449514.0926 9. FOR EROSION CONTROL DETAILS & NOTES 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. MAXIMUM UNLESS NOTED OTHERWISE. 00-10, ... 1~ 10. MAINTAIN SLOPE IN THE DIRECTION 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE FG EL: 2572.00 INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL N: 717213.6916 BUILDING FOUNDATIONS. 1 o E: 2449514.0697 5. THE TOP LAYER OF UNSUITABLE ORGANIC PROPOSED TOWNHOMES TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN o BPE: 2572.25' _ LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. U DEPTH OF 6" INCHES AND DISPOSED OF J 2.0% ; OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER 2.0/ I TO THE GEOTECHNICAL REPORT FOR 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION 1~ AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS O F- j ROLLED WITH A LOADED DUMP TRUCK AND � INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR (D U o FG EL: 2571 .90 EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL c N: 717184.9916 ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. z zz 00 % E: 2449514.0467 2.0% 1.0 - 7. ANY STRUCTURAL FILL MATERIAL SHALL Q LANDSCAPE WALL, � 00 W SEE DETAIL 6, COMPLY WITH THE "STRUCTURAL FILL" Li 2572.15 SECTION OF THE GEOTECHNICAL REPORT + SHEET CD-3.0 O DATED AUGUST 18, 2021, AND BE Q _ _ _ ti_ COMPACTED TO 95% OF MAXIMUM DRY U m + ---- -------- ---o DENSITY PER ASTM D-1557. z 1 0� 2571.92 ti ------------------- 0.1 /0 2572.00 z ---- �, N PROPOSEDFENCE WETLIGHT ER PER LANDSCAPE RAMP POINT TABLE � N I yLu - PLANS � 2.0% 1.0%- POINT # NORTHING EASTING ELEVATION DESCRIPTION N 0cn Lu < 810 717190.9953 2449507.0331 2571 .76 TBC AT FLARE I I"I I I m FG EL: 2571 .72 N N N co N N coo i co co 1 .2% 811 717190.9927 2449512.0331 2571.85 BSW AT FLARE-N: 717156 ti 6 A N a; 6 N �.2916 N O N (D - - CD E: 2449514.0238 m 0o m 4 L6 c6 � o o W 812 717186.9953 2449507.0310 2571 .47 TBC AT RAMP L � I U � T U U U U m 813 717186.9927 2449512.0388 2572.00 BSW AT RAMP o LLJ I PROPOSED TOWNHOMES p p z ` BPE: 2572.00' 814 717182.9953 2449507.0289 2571.45 TBC AT RAMP U o 0 o J w U) cn U L w w cn U I 815 717182.9927 2449512.0389 2572.00 BSW AT RAMP p v p v z w w z Q } Q O Q I I 816 717178.9953 2449507.0268 2571 .70 TBC AT FLARE uJ uJ o o o w w [if [ifw 7 1~ 817 717178.9927 2449512.0268 2571 .79 BSW AT FLARE w w w 2 w KEY MAP :3 :3 LL u- u- FG EL: 2571.55 - - o o _ } _ } U U p O p 0 I : 7 7 7.5 KEYED GRADING NOTES - Na - -�- co rn U Q U Q U E: 2449514.0008 i CDOA PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1, SHEET CD-1.0. C-2.1 C-2.2 C-2.3 I C-2.4 N N M � � CO f� C PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1.0. -_J L----J - - - O I I _ -------- N r r l CD 1 .8% 0.4/ 2571 .63 0.3% 2571 .90 C PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1.0. LJ - - - ------ q N 5 c� D C-2.5 - C-2.6 C-2.7 C-2.8 01 01 Zi Y Y � C- PROPOSED SIDEWALK WITH 3 ROLLED CURB PER ACHD SD-709, DETAIL 4, � 0 O w > SHEET CD-1.0. ° ° } I z z v ° � w = a OE PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. I I a o o Q 0 C-2.12 / 0 ; FG EL: 2571 .43 2.0% 1.0% �- N: 717098.8916 FO PROPOSED PEDESTRIAN RAMP PER DETAIL 1, SHEET CD-2.0 WITH C-2.9 C-2.10 r C-2.11 oo 2 4// E: 2449513.9779 TRUNCATED DOMES PER ACHD SD-712. \ ' 0 1 C PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET ! CD-9.0. �,�., --- Z PROPOSED TOWNHOMES NW C-2.13 �C-2.14 C-2.15 C-2.16 � Q - - - - - OH PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. J z z J U 1 BPE: 2572.00' If I `- _ a (V 10 PROPOSED VALLEY GUTTER PER DETAIL 2, SHEET CD-9.0. 0 U) J , CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. Z Lu 1 C Z w J I O m �/ 0 \ a_ I ° C, PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS z 1 CL F I D 2.0% 1.0% C3.0C3.6. W Q m mEwm m m m m m m m m m m m m m m m m m m m mm E6m © PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, J SHEET CD-2.0. MATCH LINE SEE SHEET C-2. 16 U c GRADING PLAN - AREA 12 \ONAL s�o"�% SCALE. 1 - 10 �o F 0 10 20 SHEET NO: Feet 15461 s� �o C-2. 12 OF �oP�� DATE: �T F. NR� L F � 8-24-2023 Q) D PAGE NO: 17OF69 C� z V) a MATCH LINE SEE SHEET C-2.9 GRADING NOTES 00 m m m m m �\ T �� 1. ALL ELEVATIONS SHOWN ARE FINISH CD \ ' \ 2568 GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO w MATCH E�ISTIN6 \ ' 1 SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND a SIDEWAL i i / \ +2567.77 \ TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w K w I \ \ H I AREA PRIOR TO STARTING CONSTRUCTION BSW EL: 2570.60 \ \ \\ 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. La \ 1 SHOWN AT V INTERVALS. O I N: 717071 .4781 9. FOR EROSION CONTROL DETAILS & NOTES 42 TO I E: 2448999.2147 \ \ +2567.56 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. 100 � � I MAXIMUM UNLESS NOTED OTHERWISE. CINDER \ \ \ '`� 00- 10. MAINTAIN SLOPE IN THE DIRECTION CENTERLINE TRAN ITION FROM 7 FT \\ \� \ I 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE WIDE SIDEWALK TO 5 FT INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL WIDE�SIDEWALK � � \\ \\ \ � � I 0 5. THE TOP LAYER OF UNSUITABLE ORGANIC BUILDING FOUNDATIONS. TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. U \ \ \\ \ I \ \ DEPTH OF 6 INCHES AND DISPOSED OF J OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER +2567.89 I TO THE GEOTECHNICAL REPORT FOR 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION w \ \\ \\ AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS 0 F-: ROLLED WITH A LOADED DUMP TRUCK AND Cn INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR (D Y o EXCENGINEERED FID FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE PROPOSED PUBL C AND PRIVATE ROADS. Z O � � zo J z - °° 7. ANY STRUCTURAL FILL MATERIAL SHALL � Q I COMPLY WITH THE STRUCTURAL FILL D m W cn SECTION OF THE GEOTECHNICAL REPORT z - �, DATED AUGUST 18, 2021, AND BE Q N m COMPACTED TO 95% OF MAXIMUM DRY U Lo \ \ I I I I DENSITY PER ASTM D-1557. z H ()� LLJ 1 � w N ° \ \ \ +2567.75 / \ \ \ \ w \ Iw A \ 2568 (n N N w r \ \ \ \ I w ti � M i 6� Lf� Q p N N N M N N M O d \ \ \ \ / / / Lu I U \ \ \ \ \ / U) Z 0 Z Z Z Z Z � L \I \ U � Y U U U U m \ \ \ wU � � r- � U A \ I \ \ > p U p U Z a a \ \ w w z Q } Q O \ \ \ p\ \ 1Q ww U U � � N PROPOSED 5 FT \ \ i \ \ z z w w w w ui ui DETACHED SIDEWALK PER \ \ \\ KEYED GRADING NOTES KEY MAP w w LL w w 0 DETAIL 3, SHEET CD-9.0 \ \�\ \ \ \ _ C) C) o 0 " 0 II p o g o , ---_ -- o o _ } _ } \ \ \ \ \ PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. "a ""N <lGl Q G \ \ O o N \ \ \ \ 1 2.1 O ti A � B;� PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. C- C-2.2 i C-2.3 i � C-2.4 N co It a BSW EL: 2570.45 I \ \ \ \ \ C; PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1.0. / / N. 716969.6146 \ \ I - - ---- - o E: 2448998.1672 \ \ \ \ I D PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, r, N C-2.5 -- C-2.6 C-2.7 C-2.8 0 U Y Y \ \ \ \ \ \ SHEET CD-1.0. i Z z z C° SS \ \ \ \ \ \ \\ PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. ° w w C / O / \ \ I i i i• z z Y O O Q co W d _° - - ' \ \ \ \ \ \ FO PROPOSED PEDESTRIAN RAMP PER DETAIL 1, SHEET CD-2.0 WITH I I �� a o o 0 Q o /� /i-= _�\ \ \ \ \ \ I TRUNCATED DOMES PER ACHD SD-712. EXISTING PROPE Y C-2.9 C 2.10 r C-2.11 C- 2.12 BOUNDARY I C PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET \ " Q o BSW EL: 2570.29 I \�� _ _ _ _ _ _ CD-9.0. o 0o\°o N: 716946.5579 A c� E: 2448992.1246 I \ i \ \ \ \ ao I OH PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. _ Z W C-2.13 C-2.14 C-2.15 C-2.16 Q ` \ �- _ - - - - - I 10 PROPOSED VALLEY GUTTER PER DETAIL 2, SHEET CD-9.0. �� j ~ z J 1: \ _ � z M BSW EL: 2570.60 \ \ \ - - � a � N: 716936.0611 O\ \ - \ \ \ \ \ JO CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. 0 Cn E: 2448992.1278 > Q PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS z Z W C-3.0-C-3.6. O z m 0 OC o \\\\\ \ \ \ \ \ \ \ \ \ I L PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, z c Q SHEET CD-2.0. W o U c SS\0 NA L�N ��p��' \,\CENS�� GRADING PLAN - AREA 13 SHEET NO: SCALE: 1" = 10' 15461 C-2 13 o 10 20 U Feet �G,Q4 OF DATE: OR�F�� L N 8-24-2023 Q) PAGE NO: 18OF69 C� z MATCH LINE SEE SHEET C-2. 10 J GRADING NOTES o ZD 0 77m7 � TBC EL: 2570.38 � , � ' 0.0 0 i I L � N: 717079.2732 I 1. ALL ELEVATIONS SHOWN ARE FINISH I GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO w ' I �L X L L L L� E: 2449221.9621 I ' SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND I I li ' TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w ' I I '' TBC EL: 2570.28 L L L L L L ' AREA PRIOR TO STARTING CONSTRUCTION TBC EL: 9.16627 0.3 o 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. ' I N: 717059.1662 N: 717059.1526 � �� L L ' 0 E: 2449172.9460 E: 2449189.9460 0 0�/� 2 0% i SHOWN AT V INTERVALS. �� 9. FOR EROSION CONTROL DETAILS & NOTES ' CL EL: 2570.20 y ' 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. LLL MAXIMUM UNLESS NOTED OTHERWISE. N: 717049.7844 D ' 10. MAINTAIN SLOPE IN THE DIRECTION N I00-10, o E: 24492059385 l _ 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE - I I PROPOSED TOWNHOMES INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL 0.7% _ L LTBC EL: 2570.37 �' 5 ' BUILDING FOUNDATIONS. /TBC EL: 2570.26 2.0% BPE: 2572.00 5. THE TOP LAYER OF UNSUITABLE ORGANIC N: 717056.1502 I N: 717043.2565 i I ' TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN E: 2449192.9436 , E: 2449240.9333 J I LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. U ' , TBC EL. 2570.37 ' DEPTH OF 6" INCHES AND DISPOSED OF J \ N: 717043.2702 I OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER ' \ I E: 2449223.8086 1 .Q TO THE GEOTECHNICAL REPORT FOR ' t \ .0t , i , ' 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION I FG EL. 2569.90 I FG EL: 2569.83 I AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS \ \\ 1 .2% N: 717010.5809 I ROLLED WITH A LOADED DUMP TRUCK AND (2 U) N ' p 9 I N: 717010.5577 I , I ' INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR CD Y o EL: 2570.37 q� E: 2449247.9071 E: 2449276.9071 U ti N: 717039.1324 � ' ' EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL CD O � \ z o0 ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. z E: 2449221 .0303 FLo z p � o �NO ' ao TBC EL: 2570.18 ' 7. ANY STRUCTURAL FILL MATERIAL SHALL Q - o0000 00 ti ti COMPLY WITH THE "STRUCTURAL FILL" m w ' \ TBC EL: 2570.33 °°°°° N: 716992.7043 SECTION OF THE GEOTECHNICAL REPORT z PROPOSED NMID DRAIN �� N: 717021.7517 ------_ _____ _ E: 2449315.1243 DATED AUGUST 18 2021 AND BE Q N m l ' PIPE; SEE APPROVED NMID \ E: 2449246.9161 - FG EL: 2570.01 COMPACTED TO 95% OF MAXIMUM DRY U LANS FOR EXACT o DENSITY PER ASTM D-1557. z - - ' CL EL: 2569.88 � N: 717010.5345 ' LOCATION AND ELEVATION � E: 2449305.9071 o W N: 717008.7517 E: 2449246.9057 ' cf) LLJ c' (� 1 \ /� / N TBC EL. 2570.15 1.6 0 N _ TBC EL: 2569.92 N: 716995.4395 LLJ 1 \ / N: 716995.7480 �, TBC EL: 2569.87 E: 2449313.3459 1 C7 LLJ \ ��'� X E_ 2449251 .4445 N: 716995.7355 2 E: 2449267.1267 TBC EL: 2570.04 ' r N N N co N N M '^ \ TBC EL: 2570.00 ------------------- ---- ------------------- N: 716995.4395 ,------ ti 6 M N c6 6 N � 0 V) - - z N O N (D CD Q 0 LLJ ' \ N: 717001 .7727 \ -` _ E: 2449307.8972 ' m o LLJ ` 1 H E: 2449222.1591 °ogag° ` - ---- --- 1 - - - - - (n z z z z z z °°° I TBC EL: 2570.00 1 U Y U U U U m U) F �o O TBC EL: 2569.88 1 O m h �`� -0 N: 716992.7043 `0• o LLJ 1 // TBC EL: 2570.03, ---- N: 716992.7331 � I m o o o �/ :Z N: 716986.7662 E: 2449270.1243 o E: 2449306.1243 � Lu 0 w 0 2 v J ' 10' �� \ E: 2449259.3375 b� ' m w w w J O J z cf) _ /�/ \ i TBC EL: 2569.98 TBC EL: 2570.10 m w w z } m } o - - - U Q Q o I / s, -FoN: 716975.7331 N: 716975.7043 i i w w U "' U \ o 2 w Q y \ 6, r,__E: 244927 0.1107__ E. 2449306.1107_� �___ w w L w - w - w _ / / KEYED GRADING NOTES KEY MAP J J LL w u- w u- ---- - - w w H TBC EL: 2570.35� - D oN "' TBC EL: 2570.25 - - , o o o ° o ° ' � N: 716974.8702 - + N: 716975.6971 PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. co m U Q G Q / E: 2449245.8006� E: 2449315.1107 i o - - B PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. C-2.1 C-2.2 i C-2.3 ; I C-2.4 N CO � LO (0 � z _ - - N / --CJ ' -------------------- \ K ------- ----- CJ PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1.0. �;' - `-_ ---- -J ' ' _____ -----------------_- I - __ - ---- - N CD - - - - -_--------------------------- I PROPOSED SIDEWALK WITH 3 ROLLED CURB PER ACHD SD-709, DETAIL 4, �; J dl N // I-I � N / - - - SHEET CD-1.0. -- - z z z C-2.5 -- -- C-2.6 C-2.7 C-2.8 0 U Y Y +2566.50 ' PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. ° ° w 0 w = a ' FO PROPOSED PEDESTRIAN RAMP PER DETAIL 1 SHEET CD-2.0 WITH I I �� a ° ° 0 Q 0 / TRUNCATED DOMES PER ACHD SD-712. - C-2.9 C-2.10 r C-2.11 C-2.12 - - O PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET \\ L H _ _ - 2570 - 2570.00 ' CD-9.0. U �_ � - - \ OH PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. W z C-2.13 C-2.14 G2.15 C-2.16 Q \ I� PROPOSED VALLEY GUTTER PER DETAIL 2, SHEET CD-9.0. r1 I J Z o Z J E \ JO CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. Cn > � Q PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS z z Z W p J z m �, !1 PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, Z Q Q SHEET CD-2.0. J 0 U c GRADING PLAN - AREA 14 \ONAL s�o"�% SCALE. 1 - 10 �o F 0 10 20 SHEET NO: Feet 15461 s� �o C-2. 14 OF �oP�� DATE: �T F. NR� L F � 8-24-2023 Q) PAGE NO: 19OF69 C� z MATCH LINE SEE SHEET C-2. 11 J GRADING NOTES o 0 o I7 ° ' K ' ' V 1. ALL ELEVATIONS SHOWN ARE FINISH 7cr-1 1.8% _ GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO w PROPOSED TOWNHOME O I SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND 3.1% 5' Z' TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION w + I 5 BPE: 2572.00' i -0 ' AREA PRIOR TO STARTING CONSTRUCTION I I 2570.15 I TBC EL: 2571 .15 11 � 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. H ' SHOWN AT 1 INTERVALS. N: 717068.7396 < 9. FOR EROSION CONTROL DETAILS & NOTES E: 2449473.9686 m ' 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. 5' I-- I MAXIMUM UNLESS NOTED OTHERWISE. ' 2'001( I I FG EL: 2571.06 FG EL: 2571 .16 / 10. MAINTAIN SLOPE IN THE DIRECTION N: 717045.1331 8-0 ti N: 717045.0598 / S 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE ' J c� INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2 /° AWAY FROM ALL \\2570.90 / E: 2449360.9348 "' c.0 E: 2449452.4914 / / BUILDING FOUNDATIONS. Zl 5. THE TOP LAYER OF UNSUITABLE ORGANIC ' I TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN ' i _�fcl:45 LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. U DEPTH OF 6" INCHES AND DISPOSED OF J �- - - OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER ----- ------- - - ---------- ------- ----------------- TO THE GEOTECHNICAL REPORT FOR 18.;3 I - G TBC EL: 2571 .07 'Q � ° TBC EL: 2570.71 TBC EL: 2571 .49 S 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION 00-10, ' N: 717042.1725 LI N: 717042.1365 N: 717040.0888 �' / 1 AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS 0 � E: 2449457.7927 ROLLED WITH A LOADED DUMP TRUCK AND � co �E: 2449345.9331 � L_E: 2449390.9324_ N I I 5' - INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR CD, _ / EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL U ~ ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. Z Oz co 5 F CL EL: 2571.11 z 0 N: 717025.9638 1 7. ANY STRUCTURAL FILL MATERIAL SHALL J Q ~ °°°°° E: 2449466.3283 COMPLY WITH THE "STRUCTURAL FILL" co W 0000 TBC EL: 2570.64 / / ' SECTION OF THE GEOTECHNICAL REPORT O z - ______ N: 717024.6725 TBC EL: 2571 .49 00000° - _ /TBC EL: 2571 .07 DATED AUGUST 18,°2021, AND BE O N ' E: 2449345.9184 °° COMPACTED TO 95/° OF MAXIMUM DRY U Lo N: 717026.2587 N: 717011.8420 DENSITY PER ASTM D-1557. Z ' F TBC EL. 2570.61� E: 2449390.9197 0 / E: 2449474.8619 N: 717021 .6749 c' CONCRETE Lu C / / O° ' E: 2449342.9184 PROP ID D1� , ''' -a- 1.11 DRIVEWAY WITH , TBC EL: 2571 .83 - / (n PIPE' A ROVED'F1 RAMPED SIDEWAL / W � CV �- PL O EXACT \'�> N: 717013.4238 / ° � N - PER ACHD SD-71 0 U CL EL. 2570.83 L AN �LEVATrO E: 2449413.6736 0° olo ° 1 > c� ' FG EL: 2570.46 ZN: 717008.6715 /N CL EL: 2571 .89- W N. 717010.5113 TBC EL: 2570.98 E: 2449347.1659 ; ' , '' N: 716998.3171 / 2 _ ' E: 2449334.9071 N: 716995.6654 E: 2449420.5773 G�3ol° r N N N coN co M o E: 2449354.7837 ws/N TBC EL: 2571 .87 / z � [, A N N CD N co c; � � � \ , `� ' --- ------ o W �'' - -- '' _ �pR/�O�/� � L ' ;' N: 716984.2148 ' fTl un oo rn 46 co � o W - -- - TBC EL: 2570.79 - . _ ��9TF Al �' E: 2449429.1434 �, / (n z z z z z z m Cn N: 716992.6647 �, J \ o / ' U Y U U U U m 2i 0 W o E: 2449351.1242 O, F °0° CL EL: 2572.36 \ m 0 0 2i z °°° v N: 716985.9126 / J / ' Cn o 0 v J o / °q ;E: 2449406.7735 �-P = Lu w w 1�80 R PQ'\01 / m Lu o w 0 w cn cn U TBC EL. 2570.89 SOp, �e �� / \ ` w w z Q } Q } 0 0 1 N. 716975.6683 \Jll � � QNQ E: 2449351.110 / �� I wI ' Z Z w w W w W;� - - - - - - -- °�. /� G � TBC EL: 2572.95 ,�' ' N: 716969.8917 ;;' - - - I SIDEWALK LOCATION - 8 KEYED GRADING NOTES KEY MAP J J LL W 2 W 2 0 ' D / E: 2449380.2618 I o ' m 0 0 0 0 0 0 0 N I PER ARCHITECTURE - - , __ _ o - > _ - T- o r R�/ DRAWINGS ' PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. -- �a ""N co m 0 Q Q J K ; ; N ---- -----2570.16 3S, B PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1 .0. C-2.1 C-2 i C-2.3 C-2.4 N CO � LO o - CL EL: 2573.16 - - -- --------- N: 716955.9810 / ' FG EL: 2571 .98 � N ------------------------------ ' I C PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3 SHEET CD-1.0. N: 716975.9447 - `- ---- -J � LJ LJ o ' � I E: 2449396.6135� � - ---- - ------- ------------- E: 2449432.4281 [, _ o j ----------- ------- �� N D PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, �; d/ r, N L _ - - ------------------ 2.0% _ ` 1 8% D SHEET CD-1.0. C-2.5 - C-2.6 C-2.7 C-2.8 0 Y Y 0 ' - - � ° � : TBC EL: 2573.12 � � I ' I - +2566.50 _ _ I I i i Cl PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1 .0. j I ; �; o ° ° > U � � � N: 716955.8370 i PROPOSED TOWNHOME ° E: 2449413.1129 BPE: 2572.00' ' � o Q °�-, w 5 16.5 16.5 5 I I F PROPOSED PEDESTRIAN RAMP PER DETAIL 1, SHEET CD-2.0 WITH I I "� a o o � Q ' I 0 / i i , I TRUNCATED DOMES PER ACHD SD-712. 2.0% C-2.9 C-2.10 r C-2.11 C-2.12 J ------ 777771---- 2.0% I I ' C PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET J I \� A CD-9.0. l� o \ I TBC EL: 2573.56 TBC EL: 2573.50 I I V/ 0 ' I N: 716929.8688 N. 716929.3990 I ' OH PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. ' r W C-2.13 C-2.14 C-2.15 C-2.16 E: 2449379.8323 E: 2449412.8292 ' p � _ � cn j 10 PROPOSED VALLEY GUTTER PER DETAIL 2, SHEET CD-9.0. rf I �, z z J o If - O_ ' CL EL: 2573.61 _ J CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. O U) a cn ' N: 716929.5761 U ' E: 2449396.3301 PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS z Z W O N ZION PARK AVENUE I O C-3.0-C-3.6. O m 0 w J z Q J PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, z Q Q SHEET CD-2.0. J cn C 0 U c GRADING PLAN - AREA 15 ��S \O s�o"�% SCALE. 1 - 10 �o F 0 10 20 a �° SHEET NO: Feet 15461 s� �o C-2. 15 OF DATE: �T F. NR� L F � 8-24-2023 Q) PAGE NO: 20 OF 69 GRADING NOTES z MATCH LINE SEE SHEET C-2. 12 1. ALL ELEVATIONS SHOWN ARE FINISH GRADE ELEVATIONS. SUBTRACT FINISH 8. THE CONTRACTOR SHALL VERIFY THAT NO SURFACE MATERIAL AND BASE MATERIAL UNMARKED EXISTING UNDERGROUND Z ZD TO OBTAIN TOP OF SUBGRADE. UTILITIES EXIST IN THE CONSTRUCTION O O 1 2.0% _ TBC EL: 2571 .15 AREA PRIOR TO STARTING CONSTRUCTION z � z N: 717068.7222 0 2. EXISTING AND PROPOSED CONTOURS ARE ACTIVITIES. N j o SHOWN AT V INTERVALS. Lu 1 E: 2449506.9686 O + o _ 9. FOR EROSION CONTROL DETAILS & NOTES 1 Ln z `o 0.6 2571.40 `V 0.6% 2571 .90 3. ALL CUT & FILL SLOPES SHALL BE AT 3:1 SEE SHEETS C-8.1 AND CD-3.0. w - MAXIMUM UNLESS NOTED OTHERWISE. 10. MAINTAIN SLOPE IN THE DIRECTION 1 D N I 4. COORDINATE UNDERGROUND UTILITY SHOWN. GROUND SURFACES SHALL SLOPE O 1 m i FG EL: 2571 .25 INSTALLATION WITH CIVIL WORK SHOWN. A MINIMUM OF 2% AWAY FROM ALL CL EL: 2571.20 I i 2.0% 1.0% BUILDING FOUNDATIONS. 100 N: 717068.7309 N: 717070.1917 5. THE TOP LAYER OF UNSUITABLE ORGANIC 00- iE: 2449490.4686 I I E: 2449513.9549 TOPSOIL MATERIAL WITHIN THE GRADING 11. REMOVE ANY DEBRIS AND DISPOSE AT AN LIMITS SHALL BE STRIPPED TO A MINIMUM APPROVED OFFSITE LOCATION. 3.2% PROPOSED TOWNHOME DEPTH OF 6" INCHES AND DISPOSED OF OFF SITE. 12. FOR DESIGNATED TRAFFIC AREAS, REFER BPE: 2572.00' rl TO THE GEOTECHNICAL REPORT FOR 6. AFTER SITE STRIPPING, PRIOR TO PLACING ADDITIONAL SUBGRADE PREPARATION j AGGREGATE, SUBGRADE SHALL BE PROOF AND RECOMMENDATIONS U ROLLED WITH A LOADED DUMP TRUCK AND J LANDSCAPE WALL, INSPECTED. ANY SOFT AREAS SHALL BE 13. SEE ROADWAY SHEETS C-5.0-C-5.4 FOR -(go� D SEE DETAIL 6, EXCAVATED AND FILLED WITH COMPACTED ALIGNMENT AND FINAL GRADE FOR ALL SHEET CD-3.0 ENGINEERED FILL. PROPOSED PUBLIC AND PRIVATE ROADS. O 7. ANY STRUCTURAL FILL MATERIAL SHALL Cn �66S, PROPOSED FENCE COMPLY WITH THE "STRUCTURAL FILL" (D Y o 1 -2' SECTION OF THE GEOTECHNICAL REPORT Q U � PER LANDSCAPE O PLANS DATED AUGUST 18, 2021, AND BE z z 00 1 FG EL: 2571.16 COMPACTED TO 95% OF MAXIMUM DRY z p N: 717032.0049 ~o ~0 1.0% DENSITY PER ASTM D-1557. m LLj V / E: 2449504.1201 z �/ KEYED GRADING NOTES ° N m a\o FG EL. 2571 .17 m N j N: 717009.8153 � A,; PROPOSED 6" VERTICAL CURB AND GUTTER PER DETAIL 1 , SHEET CD-1 .0. c E: 2449484.3786 Lu m :: bl PROPOSED 3" ROLLED CURB AND GUTTER PER DETAIL 2, SHEET CD-1.0. W CV U NC"; PROPOSED 3" REVERSE PAN ROLLED CURB PER DETAIL 3, SHEET CD-1 .0. r 1 N U W 1 D 1 PROPOSED SIDEWALK WITH 3" ROLLED CURB PER ACHD SD-709, DETAIL 4, W _ SHEET CD-1 .0. N N N co co L PROPOSED NMID DRAIN ti �, �; N � �, N [-- 0 N N N M N O N (D CD Q PIPE; SEE APPROVED NMID �E i PROPOSED VERTICAL CURB TRANSITION PER DETAIL 6, SHEET CD-1.0. 00 �' �' C° '` 0 o W PLA OR EXACT W SHARED DRIVEWAY SIDEWALK LOCATION z U z z z z z >- PRIVATE LOCATIO AND ELEVATION F PROPOSED PEDESTRIAN RAMP PER DETAIL 1 , SHEET CD-2.0 WITH Y U U U U m ( ) PER ARCHITECTURE o W TRUNCATED DOMES PER ACHD SD-712. o o DRAWINGS o z_ 1 wU) 000 v J G PROPOSED DETACHED CONCRETE SIDEWALK PER DETAIL 3, SHEET > uJ w 2 \ CD-9.0. � � 0 � z o - FG EL: 2572.06 > > Q - � N _ Q Q ~ / / N: 716972.7705 H PROPOSED CONCRETE PATHWAY PER DETAIL 4, SHEET CD-9.0. uJ � o o o > Q \ �. w w � w � ' \ ` E: 2449610.9037 z z 2 > w > w .o o _ _ o ID PROPOSED VALLEY GUTTER PER DETAIL 2, SHEET CD-9.0. KEY MAP J J LL � u- � u- w 1 I r� - - - _ _ U UO D O D O c SIDEWALK LO ATION N I d .- �a ---_ -- �� o L C) P- C) P- 1 I I PER ARCHITECTURE CJ CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. --- I i --� co M U Q - Q - U U DRAWINGS co O o ti OK PROPOSED STORMWATER FACILITY. REFER TO STORMWATER SHEETS C-2.1 C-2.2 C-2.3 C-2.4 N co v Ln co r� z N -- N C-3.0-C-3.6. h , --- - N ' FG EL- 2571 .66 , - c, - _ ; ' J CD N: 716974.9189L.' PROPOSED STAMPED CONCRETE PEDESTRIAN CROSSING PER DETAIL 5, o rFG EL: 2571 .82 r'E: 2449490.4190 SHEET CD-2.0.o I I . 716973.8868 �' -- --- - '-' N z z z ' E: 2449548.4098 ` C-2.5 ---- -- C-2.6 C-2.7 C-2.8 0 U Y Y U I 5.0% I o LLJ o w i I I I i I i z z z y > PROPOSED TOWNHOME I � � � 0 °' II I PROPOSED TOWNHOME I I I °BPE: 2572.00' E Q BPE: 2572.00' Hill U i I C-2.9 C-2.10 r C-2.11 C-2.12 0 p 1 Q O LANDSCAPE WALL, "' `�' L6 , p C-2.13 C-2.14 J C12.15 C-2.16 / W Z 1 SEE DETAIL 6, cn SHEET CD-3.0 O J O � a r 0 1 + O p Z W a I I z m 0 DC z a Q 1 i J � 0 U c GRADING PLAN - AREA 16 ��S \O s�o"�% SCALE. 1 - 10 �o F 0 10 20 SHEET NO: Feet 15461 s� �o C-2. 16 OF �oP�� DATE: �T F. NR� L F � 8-24-2023 Q) PAGE NO: 21 OF 69 C� z I J ° W. USTICK RD I V m Tt CITY OF MERIDIAN STANDARD NOTES - DRAINAGE z — — ° ° ° a e --- EP- --� °a ° a 0 O/ — ° LL 1 FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD = `J _ SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE Lu I --------------------------------- FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR w I INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF Lu DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE PROPOSED COMMERCIAL PROPOSED I PROPOSED MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. s BUILDING APARTMENT C BUILDING I � i APARTMENT I BUILDING00-10, L3 in ENGINEER'S NOTES ------------------------ _� i Z I II-- - I ________________________ r 1 . INLETS OF STORMWATER FACILITIES SHALL BE LOCATED AT ALL RELATIVE LOW — --------------------- ' ' POINTS. NOTIFY ENGINEER IMMEDIATELY IF RELATIVE LOW POINT DOES NOT , L LL HAVE STORMWATER COLLECTION OR INFILTRATION AT THIS LOCATION. 0 r k r�L� — — — — — I L LL LL L LL LL LL L LL LL L I I `LL L LL LL LL L ' ---- E--� L LL LL L LL LL LL L LL LL L LL L LL LL L L LL LL L LL L L LL LL L LL LL LL L LL LL L z LL L LL LL L L LL LL L LL L - \ I L LL LL L LL LL LL L LL LL L I LL L LL LL L LL LL LL L LL L U \ � � ; ---- --- ;-- �, i ; LL L LL LL L LL LL LL L LL L \ 2. STORMWATER FACILITIES ARE PRIVATE UNLESS DENOTED AS PUBLIC. J / - I , J � r + + + + + + + + + + m I r �r , al / SHEET C-3. 1 `., ' - ------- ------- — -_�---------------- -- EP — � — - — W PEBBLESTOIVE LN STORM WATER LEGEND --- _ - W PEBBLESTONE co DRIVE PUBLIC ° — — — (D N SHEET MATCHLINE CD Y o z4- --1—--1- PROPOSED + LLLLLL LLL L - SHEET C-3.2 ___ I I I �z�r��r + L UI U c ° ----J r4 r�r�r COMMERCIAL BUILDING + I + + - — — — — "�- ----------- c� DRAINAGE BASIN BOUNDARY z O a0 r- I + + / — — — — z rzrr \ + + + + + , \ - - � - LLLLLLLLLLIQ - 0 /, LLLLLLLLLL PERVIOUS INTERLOCKING CONCRETE PAVERS pp LL m d I :' LLLLLLLLLL — T LL- PEBBLE STONE LN -LLLLLL �� I, i �LLLLLLLLL L ACHD BMP 34 z N �----------------------------'' , , / I 1 LLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLL ' / I I � LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL \ "' , I i O O I m ; + BIO RETENTION PLANTER U m — — — — — — + + + + pp I I ,_-----------------' PROPOSED ++++++++ PROPOSED + ACHD BMP 31 z o a I r TOWNHOMES TOWNHOMES w I mI E I W / I BIO RETENTION SWALE / / , I ° \ \ ACHD BMP 30 O7 in I �O I I W 1 / , I I I I z m PROPOSED PROPOSED CURB OPENING INLET 0 I i TOWNHOMES TOWNHOMES I R@#"@ED DI ISPWC SD-716 I �, I ,z I TOWNHOMES ItOPOSED TOWNHOMES N N N co co L SHALLOW INLET ATTACHED TO WALK N N M co N " N ui ACHD SD-715A NON (D — — Cfl Q o z i � 00 a� It co Q Pip. Z GROUNDWATER OBSERVATION WELL Y m TOWNHOMES ON� : I ACHD SD-627 o OR96�9 TOWNHOMES PROPOSED 0000 w 0 UEDIMENT MANHOLE U TOWNHOMES � Luw wISPWC SD-611 J n Q } p } zcf) z wQ -1p zQN 0� 1000 GAL SAND & GREASE TRAP, 20" BAFFLE SPACING w w � � � > SD SD p Q Q W �� ! TOWNHOMES I LLLL ROBED ISPWC SD-624 z z w > w > w I m ; ww � w2w2 ° LLLL _ TOWNHOMES I PROPOSED o M LL � LL-j -j LLLL Q O Q O LLLL r I CV TOWNHOMES CD 0 0 I ° �\ LLLL i I I co : CO m U Q U Q U LLLLI _1 -LLLL CD \ \ LLLLL RC�.p$�D I , (�; 0 N TOWNHOMES N � � � � � z N a \ SHEET C-3.3 I �R6�P6$ED \ TOWNHOMES N; colI \ LLLL LLLL I PROPOSED N o I TOWNHOMES N U z z z i r \� ^ \ / Iq LLLL I SHEET C-3.4 U _ o U Y Y \ �� \ \ LLL LLLLL PROPOSED ° U L L LLLLL TOWNHOME ° ° w \ \r LLL LLLLL I I i zz z z Y O \ L PI � LLLLL / 9 \ LLLLL PROPOSED PROPOSED ° co = \ I LLLLL I �— — TOWNHOME a " Q o \ \ ; \ TOWNHOMES / p I• 1 I L LL LL LL L ` L LL LL LL L ' L IL LL RLL VLL L r r r r r r r r r \ ` ------------------------------ -------- I / Z l \` �W SINDON LN % J a. o S I o 1� /\ — U 0 �/ U)l ss 1 \� r_ �� T -f�� PROPOSED PROPOSED PROPOSED W TOWNHOME TOWNHOME TOWNHOME O D Q a - - - l� I z m Z zI - LLI O F— U E STORMWATER PLAN INDEX SCALE: 1" = 40' o�C�'SS\OCENSLID ��cGL 0 40 80 SHEET NO: � Feet 15461 s� �o C-3.0 OF �oP�� DATE: �T F. NO L 8-24-2023 Q) D PAGE NO: 22 OF 69 i W. USTICK RD EP Fp EP EP J ° ° a EP EP ■ ° � EP EP �Q s TR — � ° 4 - _ �< ° — d3 — — w ° CITY OF MERIDIAN STANDARD NOTES - DRAINAGE o ZD _ v O - - _ — or-1 IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR 1 . cD 1 . FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD or- 4 / SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE w FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FORLU c� i INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF \o- - I I DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE ° X ------------------------------------------------ -----_-____--__-_-__, MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. of ENGINEER'S NOTES 100 I , I , I 00- I P FPS FP I 1 . INLETS OF STORMWATER FACILITIES SHALL BE LOCATED AT ALL RELATIVE LOW I POINTS. NOTIFY ENGINEER IMMEDIATELY IF RELATIVE LOW POINT DOES NOT HAVE STORMWATER COLLECTION OR INFILTRATION AT THIS LOCATION. O I I I I I I I I PROPOSED COMMERCIAL BUILDING 2. STORMWATER FACILITIES ARE PRIVATE UNLESS DENOTED AS PUBLIC. I I I I ' J 3. GROUNDWATER MONITORING WELLS FOR PUBLIC SEEPAGE BEDS (FACILITY 11, a - ' 22, AND 28) SHALL BE CONSTRUCTED IN THE OPPOSITE SIDEWALK A MINIMUM OF ' 50 FEET FROM THE SEEPAGE BED. n c-3.s N: 717480.3567 ' O F- E: 2449019.7938 � N _ Y STORM WATER FACILITY 1 ss - KEYED DRAINAGE NOTES (D o 0 ACHD BMP 30 BIORETENTION BASIN ;� z z 00 826 SF MIN. BASIN TOP AREA — FA — — Ep ;' OA CONSTRUCT SHALLOW INLET, ATTACHED WALK PER ISPWC ACHD Q _______ __ SUPPLEMENTAL SD-715A (SEE DETAIL 4, SHEET CD-4.0) WITH CATCH BASIN GRATE co Lu ---------- ------ I I EP r= a ss TYPE III PER ISPWC ACHD SUPPLEMENTAL SD-610A (SEE DETAIL 2, SHEET CD-4.0). z a_ 2 _ _ _ _ O Fp W W W W W � ° r % r r — — _ �Q Os _ _ _ _ B CONSTRUCT STANDARD CONCRETE MANHOLE PER ISPWC SD-611 (SEE DETAIL 3, OU ;U N: 717452.5096 A- r i SHEET CD-4.0). REFER TO STORMWATER PROFILES SHEET C-3.5 FOR o � E: 2449036.3418 1 r ;'�� S ss ss— ss ss ss— ss ss S O ' ELEVATIONS. W L / -- ------ ---------------- j --�� u, r,� r ,,-------------- pn- , .sCN C CONSTRUCT CONCRETE CURB OPENING INLET PER ISPWC ACHD SUPPLEMENTALW\ r r `� SD-716 SEE DETAIL 5, SHEET CD-4.0 . PLACE AT RELATIVE LOW POINT WITH J 2 CONNECTION TO ADJACENT STORMWATER FACILITY. \ , , , , II `` `� U n .'" - ------ -- -' L- -- ----------- --- ------------ --- J ' ' LU D CONSTRUCT CURB EDGE/RESTRAINT WITH CURB CUTS WHERE SIDWALK IS ' LU O - �.o ' � N N N co cc'j co LU o ADJACENT TO BIORETENTION PLANTER PER ISPWC SD 701A (SEE DETAIL 5, N o N � c' �' � ~ Ur^) SHEET CD-8.0). CURB EDGE/RESTRAINT TO RUN THE LENGTH OF THE SIDEWALK. u-, oo m 4 L, c6 ,- o v J I , I �________ N: 717417.7861 �p LU E SLEEVE WATER SERVICE LINES THROUGH SEEPAGE BEDS WITH C900 WATER 0 Y u 0 m r r E: 2449131 .7743 �t-,, LU O c 7Ii I - r r r r r H J` Cn CLASS PIPE PER DETAIL 6, SHEET CD-10.0. 2i 2i ° , T ! I r r r�- N: 717394.8270 ■ LU w o w o o E: 2449131.1862 Z FO CONSTRUCT INLET CATCH BASIN TYPE IV FOR ROLLED CURB PER ISPWC ACHD U) U W v STORM WATER FACILITY 2 r -� r r 2 STORM WATER FACILITY 4 C ' _ > w w ACHD BMP 30 BIORETENTION BASIN r r r C-3.5 J PROPOSED COMMERCIAL BUILDING ACHD BMP 31 BIORETENTION PLANTER J SUPPLEMENTAL SD-604A (SEE DETAIL 1 , SHEET CD-4.0). o - o -i z °cn Q 1 457 SF MIN. BASIN TOP AREA i t - + w> > Q w z o } Q o } 0 rJ rrrrr v cn r r r r ri r U © CONSTRUCT CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. w w o oU �' o > ii a �� D I w w � L" I I �I— ■ I HO STORMWATER PLANTER PROFILE. SEE DETAIL 1 , SHEET C-3.6. w_ w_ w w r r r r r r + C ' J JLL LL a- LL U U 0 00 Q 0 o I I 128.3 \�° 10 STORMWATER PERMEABLE PAVER PROFILE. SEE DETAIL 2, SHEET C-3.6. o I , co m — — U Q U Q U LLLLLLL�'-LLLLLLLLLLL�� Q -""'�' J BIORETENTION BASIN PROFILE. SEE DETAIL 3, SHEET C-3.6. o - O ILW PEBBLESTONE LN - ------ --------------- 1vt- -nor - --- 'M i i N v Ln co ti z C� L L L L L L L-L-�L L L L L L L L L L L I , O ^ I " SS /SS A SS _ STORM WATER LEGEND N O I i ,' IRR IRR IRR IRR IRR IRR IRR IRR IRR'\ ___IRR_ _ IRR_____ IRR ____ IRR ____ IRR __ __IR L'�'__ R _ N Z z z ------------------------------------ - \ o U Y Y 0 SHEET MATCHLINE U I Tp T�1I LLJ 0 Q M O ■ Q Z LLJ Z � >Y Q m I STORM WATER FACILITY 3 DRAINAGE BASIN BOUNDARY —�—� 00 1 I ACHD BMP34 PERMEABLE PAVERS � % a o o 0 Q o m � I ;� ss LLLLLLLLLLL LLLLLLLLL PERVIOUS INTERLOCKING CONCRETE PAVERS 0 I I � -' I I I , , LLLLLLLLLL -�I I LLLLLLLLLL ACHD BMP 34 I I , J O I � J I Z I SS Z + + + + BIO RETENTION PLANTER Z ACHD BMP31 Q z PROPOSED TOWNHOMES i � i PROPOSED TOWNHOMES LLI j I T I ' BIO RETENTION SWALE z a Z I I 2 I cn c ACHD BMP 30 z Q Cn <I ' O Z z ' I I I E I I CURB OPENING INLET Cn Q n 1 11: \ x W ' ISPWC SD-716 > SHALLOW INLET ATTACHED TO WALK O J a I I � � � � SS I SS ° I 1 ACHD SD-715A z Omni z GROUNDWATER OBSERVATION WELL J MATCH LINE SEE SHEET C-3.3 ACHD SD-627 0Z 0 PRIVATE STORM DRAINAGE PLA sD SEDIMENT MANHOLE ~ U E SCALE: 1" = 20' ISPWC SD-611 SS\0 NA L�N o zo 40 O O 1000 GAL SAND & GREASE TRAP, 20" BAFFLE SPACING o�� ,\cENs�p /.yF ID Feet SD SD ISPWC SD-624 a� SHEET NO: 15461 s� �o C-3. 1 OF \oP�� DATE: �T F. NO L 8-24-2023 Q) PAGE NO: 23 OF 69 C� z r r EP- i a EP a EP - EP iEP CITY OF MERIDIAN STANDARD NOTES - DRAINAGE p 0 ° a -Ef} a U or-1 a ° 1 . FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD z CD - -�- -�- -� SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE Lu FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR w INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF Lu DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. O I ENGINEERS NOTES00-10, I I I 1 . INLETS OF STORMWATER FACILITIES SHALL BE LOCATED AT ALL RELATIVE LOW I I I I POINTS. NOTIFY ENGINEER IMMEDIATELY IF RELATIVE LOW POINT DOES NOT I EEI HAVE STORMWATER COLLECTION OR INFILTRATION AT THIS LOCATION. Ea PROPOSED APARTMENT BUILDING I I ) PROPOSED APARTMENT BUILDING 2. STORMWATER FACILITIES ARE PRIVATE UNLESS DENOTED AS PUBLIC. I I I 3. GROUNDWATER MONITORING WELLS FOR PUBLIC SEEPAGE BEDS (FACILITY 11, 22, AND 28) SHALL BE CONSTRUCTED IN THE OPPOSITE SIDEWALK A MINIMUM OF 50 FEET FROM THE SEEPAGE BED. I �STORM WATER FACILITY 10 OU) - I ; ACHD BMP 34 PERMEABLE PAVER Y o -- ------------------- --- C1 -� i --- ----------- - ------- KEYED DRAINAGE NOTES z o S - -- - PROPOSED IRRIGATION -_ --------- - SS SR ' SS I gs 3S , z co ss S PUMP STATION (SEE I- Z p I , STORM WATER FACILITY 5 SHEETS C-6.1 & C-6.2) � � A ! CONSTRUCT SHALLOW INLET ATTACHED WALK PER ISPWC ACHD ACHD BMP 34 PERMEABLE PAVERS �i ; SUPPLEMENTAL SD-715A (SEE DETAIL 4, SHEET CD-4.0) WITH CATCH BASIN GRATE � co u1 95 FT 95 FT TYPE III PER ISPWC ACHD SUPPLEMENTAL SD-610A (SEE DETAIL 2, SHEET CD-4.0). ZO O `\ -----J o L L LL _ L L L --- -L I - ---- I U CV m c� Lo L �L LL LLLL LL LL LL L L I I LL-L LL �L �I LL �� B ' CONSTRUCT STANDARD CONCRETE MANHOLE PER ISPWC SD-611 (SEE DETAIL 3, Z () I L LL LL LL LL LL LL lu_L L ; LL-L LL LL LLLL LL LL L LL L �� SHEET CD-4.0). REFER TO STORMWATER PROFILES SHEET C-3.5 FOR o LL LL L LL LL LL L LL LL L `� LLLL LL LL LLLL LL LL -L LL L u- ELEVATIONS. W E W 3 LL LL L LL LL LL L LL CL L � LLLL LL LL LLLL LL LL L LL L oo ° N: 717428.3219 LL LL LL L LL LL LL L LL L W \ C-3.5 4 I'C CONSTRUCT CONCRETE CURB OPENING INLET PER ISPWC ACHD SUPPLEMENTAL ILL] (� = I + 1 1 E: 2449419.6682 5 1 + + + + + C-3.5 , + SD-716 (SEE DETAIL 5, SHEET CD-4.0). PLACE AT RELATIVE LOW POINT WITH - - - - _ N: 717420.5683 C-3.5 + + 4- + + + + + + CONNECTION TO ADJACENT STORMWATER FACILITY. N: 717430.6912 D E: 2449426.1170 RPa" Lu I ---E: 2449327.3658 - -- ----_-_-_ , A N: 717426.9835 �' E: 2449476.3406 / D CONSTRUCT CURB EDGE/RESTRAINT WITH CURB CUTS WHERE SIDWALK IS N N N co co 3 A STORM WATER FACILITY 6 4 5 N: 717419.5312 ADJACENT TO BIORETENTION PLANTER PER ISPWC SD-701A SEE DETAIL 5, M N N ui LLI C-3.5 N: 717423.9303 H ACHD BMP 31 C-3.5 I C-3.5 � STORM WATER FACILITY 9 _ ( N o N co � m Q o E: 2449465.6870 ---� z I E: 2449327.2199 - H ACHD BMP 31 BIORETENTION PLANTER �i�i w SHEET CD-8.0). CURB EDGE/RESTRAINT TO RUN THE LENGTH OF THE SIDEWALK. m co m v cn co r` o BIORETENTION PLANTER g J Vv _ W I-� W PEBBLESTONE LN v q w Y m _ � ----,� � W PEBBLESTONE DRIVE C! SLEEVE WATER SERVICE LINES THROUGH SEEPAGE BEDS WITH C900 WATER - ' ' ° CLASS PIPE PER DETAIL 6, SHEET CD-10.0. o C I S ss s - - ss S ss GROUNDWATER MONITORING WELL - - - �� wow o U PER ACHD SD 627 FOR FACILITY 11 -� � v C, - 67 FT -- _----__ �/ ' i C CONSTRUCT INLET CATCH BASIN TYPE IV FOR ROLLED CURB PER ISPWC ACHD > w w ss s N: 717363.0132 s ss � w � w W + LL LLL LLLLLL '��,\ , SUPPLEMENTAL SD-604A (SEE DETAIL 1 , SHEET CD-4.0). ui o J 0 J o7 _ LLLL - --E: 2449534.0740 --- SEEPAGE BED __, �_ cn 0 0 U U z H + + EO N: 717363.0182 V 100 = 1265 C U FT - - w w o Q O N 0 o + + I - IRR IRR CONSTRUCT CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD 4.0. _ o � 0 > _ E: 2449538.0739 _ _ - �, w w w � o STORM WATER FACILITY 8 - R-- w w 2 w w c ; + D iRR_�_ F , ,L 8 C; STORMWATER PLANTER PROFILE. SEE DETAIL 1 , SHEET C-3.6. ,� -- -- ACHD BMP 34 PERMEABLE PAVER _ - - F o � C-3.5 I C) C) 0 0 0 0 0 o ,' 8 250 STORMWATER PERMEABLE PAVER PROFILE. SEE DETAIL 2, SHEET C-3.6. � CD L Q C-3.5 U U GROUNDWATER MONITORING N I WELL PER ACHD SD-627 C BIORETENTION BASIN PROFILE. SEE DETAIL 3, SHEET C-3.6. N o o �.' STORM WATER FACILITY 7 FACILIY 11 INLET (W) s - SS' FACILITY 11 INLET (E) ' 11 - N ACHD BMP 31 BIORETENTION PLANTER N: 717357.9742 `n N: 717359,1540 PUBLIC STORM WATER FACILITY 11 CD E: 2449474.9310 ACHD BMP 20 SEEPAGE BED WITH E: 2449508.7945 7 CHAMBERS o I 1,; Q25=0.22 CFS I i Q25=0.46 CFS STORM WATER LEGEND N o PROPOSED TOWNHOMES Q100=0.30 CFS , Q100=0.64 CFS U z z z L I ,� i w w w - I ccn 1IV 0 U Y Y r J I Z �_ I SHEET MATCHLINE ° N o ° > � r r STORM WATER FACILITY 12 OI PROPOSED TOWNHOMES z z z Y 0 i� Z DRAINAGE BASIN BOUNDARY o Q co w ° 397 SF MIN. BASIN TOP AREA I � � w x a \ Ir r r ACHD BMP 30 BIORETENTION BASIN c a ° ° " Q o r r -ss s ' I LLLLLLLLLL PERVIOUS INTERLOCKING CONCRETE PAVERS r r I I ss LLLLLLLLLL s D- s ACHD BMP 34 LLLLLLLLLL I \ A I Q r � sm S$ I + + + + + BIO RETENTION PLANTER Z I L r STORM WATER FACILITY 13 _ i 1 +++++++++ ACHD BMP 31 Q o "� A 414 SF MIN. BASIN TOP AREA w J :tfI ACHD BMP 30 BIORETENTION BASIN I BIO RETENTION SWALE J GROUNDWATER MONITORING - ACHD BMP 30 z z a Z w o I V WELL PER ACHD SD-627 FOR O Z r A J PROPOSED TOWNHOMESIV FACILITY 22 O I I . ....,.,10MES CURB OPENING INLET - Q r r STORM WATER FACILITY 14D1 ISPWC SD-716 r r I 264 SF MIN. BASIN TOP AREA z > Q r r I r ACHD BMP 30 BIORETENTION BASIN ° SHALLOW INLET ATTACHED TO WALK 0 m a r �i i _ ss z ACHD SD-715A MATCH LINE SEE SHEET C-3.4 GROUNDWATER OBSERVATION WELL J W := ACHD SD-627 O Z 0 STORM DRAINAGE PLAN SEDIMENT MANHOLE (n E SCALE: 1" = 20' So ISPWC SD-611 SS\0 NA L�N 1000 GAL SAND & GREASE TRAP, 20" BAFFLE SPACING o� �,\cENs�o �iyF ID So So ISPWC SD-624 �� '° SHEET NO: Un�_ o zo ao 15461 _3■ p Feet OF \oP�� DATE: �T F. NR� L F � 8-24-2023 ° PAGE NO: 24OF69 C� z CITY OF MERIDIAN STANDARD NOTES - DRAINAGE 1 . FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD O ZD MATCH LINE SEE SHEET C-3.1 SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE U O I � FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR T i INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF w ss 1 DRAINAGE AND PIPING T THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE G G O G C S � 1561 ss �� MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. w PROPOSED TOWNHOMES rl", 1 ENGINEER'S NOTES O 1 . INLETS OF STORMWATER FACILITIES SHALL BE LOCATED AT ALL RELATIVE LOW �Fw - 00-10, 1 POINTS. NOTIFY ENGINEER IMMEDIATELY IF RELATIVE LOW POINT DOES NOT / PROPOSED HAVE STORMWATER COLLECTION OR INFILTRATION AT THIS LOCATION. TOWNHOMES w Y SS SS— a� 2. STORMWATER FACILITIES ARE PRIVATE UNLESS DENOTED AS PUBLIC. \ SS ss 1 I 3. GROUNDWATER MONITORING WELLS FOR PUBLIC SEEPAGE BEDS (FACILITY 11, 0 I 1 22, AND 28) SHALL BE CONSTRUCTED IN THE OPPOSITE SIDEWALK A MINIMUM OF U \ \ III 50 FEET FROM THE SEEPAGE BED. J I— PROPOSED TOWNHOMES 1 I � F 4. SLEEVE WATER MAIN IN HDPE PIPE A MINIMUM OF 10 FEET PAST THE PERMEABLE � Icn PAVERS EXTENT. HDPE PIPE JOINTS TO BE FUSED. FOLLOW ALL OTHER O 1 SPECIFICATIONS OF CITY OF MERIDIAN STANDARD DETAIL SW1 AND SW2. U) IN \�� KEYED DRAINAGE NOTES I Lo \ �� a ' LLLL � z z 00 \ LLLL ss s C; CONSTRUCT SHALLOW INLET, ATTACHED WALK PER ISPWC ACHD z 0 -L-L- t'll LLLL SUPPLEMENTAL SD-715A (SEE DETAIL 4, SHEET CD-4.0) WITH CATCH BASIN GRATE m w \ LLLL 0O SS ; ss — 1 TYPE III PER ISPWC ACHD SUPPLEMENTAL SD-610A (SEE DETAIL 2, SHEET CD-4.0). Cn Cn LLLL � �, z p � �� LLLL w I CONSTRUCT STANDARD CONCRETE MANHOLE PER ISPWC SD-611 (SEE DETAIL 3, OU N m \ LLLL 1 SHEET CD-4.0). REFER TO STORMWATER PROFILES SHEET C-3.5 FOR z z PROPOSED TOWNHOMES ELEVATIONS. W I 0 -- �� ■ o I LLLL Cn ;C i CONSTRUCT CONCRETE CURB OPENING INLET PER ISPWC ACHD SUPPLEMENTAL cf) C I STORM WATER FACILITY 23 LLLL = 1 SD-716 (SEE DETAIL 5, SHEET CD-4.0). PLACE AT RELATIVE LOW POINT WITH W "' ° - - ACHD BMP 34 PERMEABLE PAVERS I CONNECTION TO ADJACENT STORMWATER FACILITY. r _. LLLL z C? / LLLL / / \ LLLL `� s D i CONSTRUCT CURB EDGE/RESTRAINT WITH CURB CUTS WHERE SIDWALK IS LLLL _ r_ _ I 1 ADJACENT TO BIORETENTION PLANTER PER ISPWC SD-701A (SEE DETAIL 5, N NN N N co co co M M O / r r r \ �� SHEET CD-8.0 . CURB EDGE/RESTRAINT TO RUN THE LENGTH OF THE SIDEWALK. ti � M N � � c r r r �/ ; S ss ; ss — ss sNot- 1 ) �Nn ono aN'� 4 L6 co co @—,F,O-LLLLL SLEEVE WATER SERVICE LINES THROUGH SEEPAGE BEDS WITH C900 WATER z zZZ Z ZmAA 22 FT CLASS PIPE PER DETAIL 6, SHEET CD-10.0. oe, LLL u- LLLLL W F CONSTRUCT INLET CATCH BASIN TYPE IV FOR ROLLED CURB PER ISPWC ACHD w U)ui o 0 o z r r r r r r r U d \ \ \ r r r r r r r r \ L LL co 1 = SUPPLEMENTAL SD-604A SEE DETAIL 1 SHEET CD-4.0 . > w w w cn \ r r r r STORM WATER FACILITY 23 LLL LL LL H I w w w z o } o } O O dACHD BMP 34 PERMEABLE PAVERS L Lu G i CONSTRUCT CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. > > Q - U Q U U � ° CV N s rrrrrrr r LLLLL co C� � � w w ° \ r r - - - - r \ LLLLL PROPOSED TOWNHOMES I uj w � w � w 11 \ r r r r r r r r r ; L W LH ± STORMWATER PLANTER PROFILE. SEE DETAIL 1, SHEET C-3.6. z z w > w > w z_ O I I rrrrrrrrr \� / I '' I z w_ w_ O w 2 w 2 U' Ip it rrrrrrrrrr LLLL 1 J Jw � w � w Z w r r r r r r r r r HDPE PIPE SLEEVE, J 10 STORMWATER PERMEABLE PAVER PROFILE. SEE DETAIL 2, SHEET C-3.6. ) o 0 0 O o O w \ \ r r r �r r r r r r SEE ENGINEER'S NOTE 4 � o v �_ T- o �_ I 01 � T 1 = d STORM WATER FACILITY 24 U BIORETENTION BASIN PROFILE. SEE DETAIL 3, SHEET C-3.6. o ACHD BMP 1 Q NM v Ln co I-- coz d ` v N 1 ;�,---- -----------w--- W ---w------ 1 STORM WATER LEGEND Z z z ° 1 r � � � � r �` WSINDONLANE _�/ 1 \ r r r r SHEET MATCHLINE U C-3.5 F o o \ \ _ � DRAINAGE BASIN BOUNDARY z z z Y o c \ _----------- --- � E d �- 1 ----- _ N: 716996.3376 1 ° � w = 0 1 ° \ STORM WATER FACILITY 25 �\'` E: 2449265.8509 1 LLLLLLLLLL LLLLLLLLLL PERVIOUS INTERLOCKING CONCRETE PAVERS a ° ° " Q o / ; LLLLLLLLLL �LLLLLLLLLL ACHD BMP 34 ° d - ACHD BMP 30 BIORETENTION BASIN , + BIO RETENTION PLANTER Z + + + I ACHD BMP31 � /d % KK IRR IRR I R� IRR \ IRR IRR IRR I I I I R 7 IRR F- :� ° \ BIO RETENTION SWALE W r � 'N: 716957.8180 r r z a Z ACHD BMP 30 -E: 2449269.7677- r r O SS I r r r z r—r— .�_�r r r 1 O U OO r =-� J � rrrrrrr� CURB OPENING INLET — Z r r , r r r r r 1 D1 ISPWC S D-716 W C a Q cn r C-3.5 rrrrrrrr � > � � SHALLOW 7 INLET ATTACHED TO WALK a ACHD 5A m � � — � 1 z � CJ a \ GROUNDWATER OBSERVATION WELL W Cf) \ ACHD SD-627 J STORM WATER FACILITY 26 1 O ACHD BMP 30 BIORETENTION BASIN J SEDIMENT MANHOLE s= \ So ISPWC SD-611 (n S\ONAL PRIVATE STORM DRAINAGE PLAN So So 1000 GAL SAND & GREASE TRAP, 20" BAFFLE SPACING o��S�,\CENS��cti >, O O ISPWC SD-624 �� SCALE: 1" = 20' `n SHEET NO: 15461 s� �o C-3.3 co o zo ao '�(� q OF U Feet iQ� DATE: L 8-24-2023 Q) D PAGE NO: 25 OF 69 C� z MATCH LINE SEE SHEET C-3.2 J 17 r _� o O CITY OF MERIDIAN STANDARD NOTES - DRAINAGE z Ti , o � 9 WELL PER ACHD SD-627 U r PROPOSED TOWNHOMES C 3.5 : z � r s - - 1 . FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD STORM WATER FACILITY 15 E I Lu SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE ACHD BMP 30 BIORETENTION BASIN 1- FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR c� _ 327 SF MIN. BASIN TOP AREA W INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF w DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE r r J I N PROPOSED TOWNHOMES MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. STORM WATER FACILITY 16 Fp 14 LF OF 18" NON r I r ACHD BMP 30 BIORETENTION BASIN \ I PERFORATED HDPP PIPE ENGINEERS NOTES Fp r I r 287 SF MIN. BASIN TOP AREA FOR SEWER UTILITY CONFLICT 1 . INLETS OF STORMWATER FACILITIES SHALL BE LOCATED AT ALL RELATIVE LOW r r 41' POINTS. NOTIFY ENGINEER IMMEDIATELY IF RELATIVE LOW POINT DOES NOT PUBLIC STORM WATER FACILITY 22 HAVE STORMWATER COLLECTION OR INFILTRATION AT THIS LOCATION. PROPOSED TOWNHOMES V100 = 1289 CU ACHD BMP 20 SEEPAGE BED WITH STORM WATER FACILITY 17 E 8 CHAMBERS 2. STORMWATER FACILITIES ARE PRIVATE UNLESS DENOTED AS PUBLIC. UACHD BMP 30 BIORETENTION BASINIs cJ288 SF MIN. BASIN TOP AREA � p I 3. GROUNDWATER MONITORING WELLS FOR PUBLIC SEEPAGE BEDS (FACILITY 11, J r N: 717151 .7734 ;; r`f W W - r J E: 2449470.6561 � 22, AND 28) SHALL BE CONSTRUCTED IN THE OPPOSITE SIDEWALK A MINIMUM OF � I STORM WATER FACILITY 18 \'gyp I 50 FEET FROM THE SEEPAGE BED.------------ O ACHD BMP 30 BIORETENTION BASIN cn �� _ PROPOSED TOWNHOMESJ 0 F- r r 310 SF MIN. BASIN TOP AREA N: 717143.6487 �__________ ______ F KEYED DRAINAGE NOTES Y o N E: 2449470.6326- 55 F CD U � r r GROUNDWATER MONITORING _ D - 9 OA CONSTRUCT SHALLOW INLET, ATTACHED WALK PER ISPWC ACHD Z OZ00 WELL PER ACHD SD-627 - C-3.5 I SUPPLEMENTAL SD-715A (SEE DETAIL 4, SHEET CD-4.0) WITH CATCH BASIN GRATE Z I �� - B z TYPE III PER ISPWC ACHD SUPPLEMENTAL SD-610A (SEE DETAIL 2, SHEET CD-4.0). co w 3: r r \ I - N ss ss I r ROPOSED TOWNHOME` � FACILITY 22 INLET (E) Z - r STORM WATER FACILITY 19 FACILITY 22 INLET (W) �I�z ASS' N: 717143.643811 C,; CONSTRUCT STANDARD CONCRETE MANHOLE PER ISPWC SD-611 (SEE DETAIL 3, N m N: 717143.6330 y ; �_ SHEET CD-4.0). REFER TO STORMWATER PROFILES SHEET C-3.5 FOR U ACHD BMP 30 BIORETENTION BASIN E: 2449507.0244 J 140 SF MIN. BASIN TOP AREA E: 2449474.0483 `o i ELEVATIONS. Z AD 0 Q25=0.18 CFS , _ ,� ,W D W - Q25=0.51 CFS M Q100=0.71 CFSLu o I I J STORM WATER FACILITY 20 Q100=0.25CFS m C! CONSTRUCT CONCRETE CURB OPENING INLET PER ISPWC ACHD SUPPLEMENTAL r I r ACHD BMP 30 BIORETENTION BASINF I SD-716 (SEE DETAIL 5, SHEET CD-4.0). PLACE AT RELATIVE LOW POINT WITH W r I r r 169 SF MIN. BASIN TOP AREA 12 LF OF 18" NON CONNECTION TO ADJACENT STORMWATER FACILITY. "' Lu I r I r - PERFORATED HDPP PIPE PROPOSED TOWNHOMES U = I r SEEPAGE BED FOR SEWER UTILITY ��p C? CONSTRUCT CURB EDGE/RESTRAINT WITH CURB CUTS WHERE SIDWALK IS �V`100 = 1541 CU FT I CONFLICT (n p ADJACENT TO BIORETENTION PLANTER PER ISPWC SD-701A (SEE DETAIL 5, _ ____� PUBLIC STORM WATER FACILITY 28 \ SHEET CD-8.0). CURB EDGE/RESTRAINT TO RUN THE LENGTH OF THE SIDEWALK. N N N co co co co Lu 7F ti 6 ch , am o - F I M ACHD BMP 20 SEEPAGE BED WITH p � N 1 N Q N O N Cq � � CD s W I I J PROPOSED TOWNHOME - 7 CHAMBERS C,; SLEEVE WATER SERVICE LINES THROUGH SEEPAGE BEDS WITH C900 WATER �' 00 �' It �' C° r I _1 CLASS PIPE PER DETAIL 6, SHEET CD-10.0. z z z z z z z I r STORM WATER FACILITY 21 -- T U Y U U U U m _ , 4 FACILITY 28 INLET (E) o J r ACHD BMP 30 BIORETENTION BASIN N: 717069.0870 I ; �� ss S` N: 717041.9688 (F CONSTRUCT INLET CATCH BASIN TYPE IV FOR ROLLED CURB PER ISPWC ACHD 0 w0w0 0 2 I I r 297 SF MIN. BASIN TOP AREA E: 2449472.4850 SD E: 2449501 .3421 SUPPLEMENTAL SD-604A (SEE DETAIL 1 , SHEET CD-4.0). w U � v U SD `S I Q25=0.57 CFS I > w w w w o < FACILITY 28 INLET (W) Q100=0.80 CFS CONSTRUCT CONCRETE CURB CHANNEL PER DETAIL 6, SHEET CD-4.0. > > Z Q U Q U 0 N: 717055.4466 x5 PROPOSED TOWNHOME w w o o N o > 40 FT E: 2449471.4134 STORMWATER PLANTER PROFILE. SEE DETAIL 1 , SHEET C-3.6. w w w ui L� L� �L L Q25=0.25 CFS \ 10 z z > w > w C-3.5 �� Q100=0.35 CFS ��/ ui 11 STORMWATER PERMEABLE PAVER PROFILE. SEE DETAIL 2, SHEET C-3.6. � � o � w � w GROUNDWATER MONITORING U U 0 0 0 0 LL LL LL " -' S / WELL PER ACHD SD-627 FOR - o L 0 0 af I S / ,' �� J ? BIORETENTION BASIN PROFILE. SEE DETAIL 3, SHEET C-3.6. U Q Q FACILITY 28 _J f W -V1F W N `,�`,� STORM WATER FACILITY 27 s�. 6 o I_ - I ACHD BMP 34 PERMEABLE PAVERS ;�; ,--' C-3.5 N - STORM WATER LEGEND ` N: 717010.2359 q ,�`�___ �� = SHEET MATCHLINE 0 z z z N N o " E: 2449485.9281 o " 24 LF OF 6"W X 4"D o w ° > U � DRAINAGE BASIN BOUNDARY \ SD L 0 r TRENCH DRAIN WITH 8" ASS \ �_ A LLLLLLLLLL o Q L w a / ` , , , W -w W _ LLLLLLLLLL PERVIOUS INTERLOCKING CONCRETE PAVERS a o o Q �,' W -W -� = I UNDER DRAIN � � � , , LLLLLLLLLL o -- --- �' �LLLLLLIACHD BMP 34 ___ __________ \ I LLL 0 � I W W - N: 716997.5370 ' L �� E: 2449465.5630 I � y' _ __ A + + + + + BIO RETENTION PLANTER J IRR IRR IRR IR -- -- r r r r r ------ -IRR-- R - ACHD BMP31 Z Q r r r r r r r i pr r r r r r r r r BIO RETENTION SWALE w J H r r 6 PROPOSED TOWNHOME ACHD BMP 30 r r I PROPOSED TOWNHOME PROPOSED TOWNHOME z a. Z r r r C-3.5 r -N: 716952.9584 r r r r CURB OPENING INLET z O Q � -E: 2449347.9768 � - ISPWC SD-716 0 W I \ / ' IRR IRR IRR IRR I R IRR IRR IRR I IRR IRR IRR IRR � SHALLOW INLET ATTACHED TO WALK zQ 1 ACHD SD-715A Q J STORM WATER FACILITY 26 + + z m o I ACHD BMP 30 BIORETENTION BASIN GROUNDWATER OBSERVATION WELL z ACHD SD-627 LLI W O cf) SEDIMENT MANHOLE cn STORM DRAINAGE PLAN SD ISPWC SD-611 L SCALE: 1" = 20' 1000 GAL SAND & GREASE TRAP, 20" BAFFLE SPACING \pNqL SD SD ISPWC SD-624 o�`�S �cENs�o��tiF SHEET NO: Un�_ o zo ao 15461 _3■ 0 Feet OF �oP�� DATE: �T F. No L 8-24-2023 Q) D PAGE NO: 26 OF 69 C� 2575 2575 z cn a PRIVATE STORMWATER FACILITIES Lu w o 0 FINISHED GRADE J � z o U 2570 - - 2570 2575 ~ 2575 2575 J � 2575 2575 z C) 2575 2575 2575 Z `o oi ro N N FI ISHED RADE LLJ HED GRADE GRADE co ui 06 EIN G GRADE w EXIS ING GRADE EXISTI G GRADE W LEV: 2 66.95 > EXISTING RADE w w STA +15.06 Lu 0o vi ACILI BO = J FI !ISHED GRADE TA 0+0 .34 - - - ELEV 2569.88 `° (n w - - 9.03 STA 0+12.74 + uj o N - - - - ELEV 2 69.62 0 2565 'k w 2565 2570 2570 2570 2570 2570 2570 2570 2570 Co J c'i E EV: 2568.99r. FI FVI 2569.45 : 2569.69/j, 00-10, o STA 0+27.57 F CILITY BO FACI ITY BO FAC LITY BO ° 2566.92 LF OF "C900 PVC PIPE 12 LF F 8" C 00 PVC PIPE 6.55 SLOPE- � 15 LF OF 8" G,900 PVC PIPE V: 2566.75 0 STA +04.63 FACILITY BO ELEV 256 " C 00 PVC PIPE 2560 2560 2565 ° 2565 2565 ELEV 25 9.04 2565 2565 LEV 2569.67 2565 2565 LEV 2169.57 2565 -0+20 0+00 0+50 -0+10 0+00 0+40 -0+10 0+00 0+30 -0+10 0+00 0+30 -0+10 0+00 0+30 U J J 1 FACILITY 1 INLET PROFILE 2 FACILITY 2 INLET PROFILE 3 FACILITY 6, INLET 1 PROFILE 4 FACILITY 6, INLET 2 PROFILE 5 FACILITY 9 PROFILE C-3.5 C-3.5 C-3.5 C-3.5 C-3.5 HORIZ SCALE: 1" =20' HORIZ SCALE: 1" = 20' HORIZ SCALE: 1" =20' HORIZ SCALE: 1"=20' HORIZ SCALE: 1" =20' � VERT SCALE: 1" =4' VERT SCALE: 1" =4' VERT SCALE: 1" =4' VERT SCALE: 1" =4' VERT SCALE: 1" =4' O PRIVATE FACILITY NOTES ( o 2575 2575 2575 2575 1 . ALL DRAIN PIPE SHALL 8" C900 PIPE UNLESS OTHERWISE NOTED. O O � FP 1INLET CATCH ASIN S -604A 24 LF OF 0.7% PRE-SLOPED _ Z z 00 RIM EL: 569.61 - - 6"W X 4"D TRENCH DRAIN WITH 4A z SUMP EL. 1566.38 ZIRI EL: 2 69.61 m W CLASS D RATED CAST IRON PUBLIC FACILITY NOTES �, / \ GRATE INSTALLED OPPOSING SUMP EL: 2566.3 Z � o SLOPE OF FINISHED GRADE 1 F NISHE GRADE STING GRADE 1 . ALL DRAIN PIPE SHALL 12 HDPP PIPE OR APPROVED EQUAL UNLESS OTHERWISE O O a 2570 EXI IN DE N LOP \ 2570 2570 2570 NOTED. (� m 2. STORMWATER CHAMBERS SHALL BE ADS STORMTECH SC-740 CHAMBERS AND Z - - DULE 80 PVC PIPE CONNECTED Z p TO BO TOM OUTLET OF EACH TRENCH STA 0+41.09 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES W E STA 1+55.35 SECTI NAND 8" UNDERDRAIN PIPE (6 o ELEV 2566.65 CTIONS) ELEV 2566.72 AND ACHD DETAIL BMP 20 SEEPAGE BED. ELEV: 2566.50 4 LF OF " C900 PVC PI:'E ELEV: 2566.50 3. ACHD STAFF MUST VERIFY INFILTRATION RATE AFTER FACILITIES ARE FULLY W ° 0.40/ SLOP FACILITY BOTTO EXCAVATED. FACILITY BOTTOM �n °? � -4 15% SLOPE o 2565 - 2565 2565 2565 + N O+OONOR 0+42 4. SEEPAGE BEDS SHALL USE US670 WOVEN GEOTEXTILE FABRIC OR APPROVED a w ELE : 2563 34 o Lo co EQUAL MEETING THE SPECIFICATIONS OF BMP 20 BETWEEN THE DRAIN ROCK AND H w I Q W CHIPS PER BMP 20. N N N M co co M w o cf) w 5. MINIMUM COVER FOR SEEPAGE BEDS (BMP 20) IN THE PUBLIC RIGHT-OF-WAY SHALL N o N � c' � Q 0 EE BE A MINIMUM OF 1 .0 FT FROM THE TOP OF SEEPAGE BED TO SUBGRADE. FOR � 06 & 4 6 `6 � o 0 2560 2560 SEEPAGE BEDS OUTSIDE OF THE RIGHT-OF-WAY, A MINIMUM OF 1.5 FT OF COVER IS z z z Z z z m 1+571+50 1+00 0+50 0+00 REQUIRED. 5.1 . FACILITY 11 IS OUTSIDE OF THE PUBLIC RIGHT-OF-WAY WITHIN A STORMWATER w o w o 6 FACILITY 26, EAST INLET PROFILE 7 FACILITY 26, NORTH INLET PROFILE EASEMENT AND IS IN A GRASSED LANDSCAPE AREArl- . THE MINIMUM COVER w w m w i C-3.5 C-3.5 REQUIREMENT IS 1.5 FT TO FINISHED GRADE. w o v o v z HORIZ SCALE: 1" = 20' HORIZ SCALE: 1" =20' 0 VERT SCALE: 1" =4' VERT SCALE: 1" =4' 5.2. FACILITY 22 IS WITHIN THE PUBLIC RIGHT-OF-WAY AND UNDER SIDEWALK. THE > ; z a a MINIMUM COVER REQUIREMENT IS 1 .0 FT TO THE SIDEWALK SUBGRADE. E E o o w PUBLIC STORMWATER FACILITIES 5.3. FACILITY 28 IS WITHIN THE PUBLIC RIGHT-OF-WAY AND EXTENDS UNDER THE w w 2 w w CURB AND GUTTER. THE MINIMUM COVER REQUIREMENT IS 1 .0 FT TO THE CURB _ _ 1j- w u- w u- J J � LL � LL o AND GUTTER SUBGRADE. o ° T o U o c co m U a U a U c GROUNDWATER O STANDARD CONCRETE MANHOLE INLET CATCH BASIN ACHD SD-604A N v co Lo c° r__ z o INLET CATCH BASIN SD-604A OBSERVATION WELL PER INLET CATCH BASIN SD-604A RIM EL:2570.79 SD-611 (ISPWC ACHD SUPPLEMENT) ACHD SD-627 AND BMP 20 RIM EL: 2571.27 INLET CATCH BASIN SD-604A EXISTING INLET CATCH BASIN ACHD SDD=604A N RIM EL: 2571.20 M EL: 2572.17 2575 - SUM L 2567.74 2575 2575 SU P EL: 567., RIM EL 2571.27 2575 2575 MP EL:2567.56 RIM L:257 .79 2575 o FINISHED SUMP EL: 565.19 FINIS ED G DE " FINISHED GRADE c" INLET CATCH BASIN SD-6 4A E ISTIN GFADE LA DSCA ED AR A ST NDAR CONC ETE M NHOL SUBGRA OF SI EWAL o m BSERVATION GROUNDWATER OBSERVATION o RIM EL: 2571.19 GRAD MIN 1. TO S EPAG BED - - N � � WELL PER ACHD D-627 AND HDPP PIPE AT 0 o SLOPE WELL PER ACHD SD-627 AND N U z z z SUMP EL: 2567. - - - - - - - - - - - - - - RM ECH S 740 - P 20 0.4% LOPE BMP 20 0 U Y Y UIvi" X'p _ r= -=- -- EXISTING GRADE � STOR TECH M0- _ - 4 S MTEC SC74 CHAM ERS (3) � 2570 2570 2570 - - - - - - - _ - 2570 2570 - ---- -- -- 2570 z � ; ° -- -- o w w > UNAMb a ELEV: 2570.10 LEV: 2 69.3 _ _ E -- --- ------ ------ I i i i OCK TO - 1 - a ° ° a E ELEV: 2568.80 w = a U I I I I I I I I I I I 0 -- ------------- V: 2567.0 0 I I I I I I I I I I I CH MBER INV. ELEV 2566.2 i I I I I U : 2566.60 Li I I I I I I CHAMBERTNN . J J v D IN R CK BOT. 2 8 I I I I IIr ELEV: 2565.6 w w w N coo CHAMBER INV. > oo N r` o RAIN OCK B T. ry ° 2565 _ >_ z Z �, 2565 2565 00 2565 2565 N 2565 o co o ELEV: 2564.3 + � �'' ° - - N ELEV: 2565.10 + `I' SAND B o N + ELEV: 2564.30 U o •pp P50 SAND BO a > 0 14 L OF 18" NON-P RFO TED � w a DRAIN ROCK BOT. 32 F OF 1 " 0. /o SL PE w a u) J ~ EV: 2562.80 HDPP PI RE V10 =2.9 PS - HIP ELEV: 2563.60 c� w DPP PI EAT .00 o PE S.E. w 3„ „ LU 0. o M C WELL BOT. 31 LF OF 12" '� 4 LF OF 12" HDPP PIP -q -2 CHI S SAND BOT. Z z U 4 LF 18 H PP PI E, 0% LOPE o 3�� WEL BOT. F AST C33 • W.S.E. 2561.30 z O V100 = 2.1 FPS SANDFILTE o A 0% SLOPE -2 CHIPS V100 = 1 FP W MANHOLE OUTL T INV L: 2566 49 1.5'O ASTM 33 SA D FILTER CATCH BASIN OUTLET NV EL: 567.8 O Q 2560 S EPAG BED I V EL: 2 67.02 2560 25601 0 = 2.o PS SEEPAG 2560 2560 _ �_12 LF OF 8" NO -PERF RATE 2560 J HDPP PIPE AT 0.00% SL PE -0+10 0+00 0+50 1+00 1+30 0+00 0+50 1+00 1+50 0+00 0+50L 1+00 1+20 z _ U. 5 LF OF 12" HDPP PIPE AT 0.4% SLOPE ELEV: 2561.30 O U 1000 GAL SAND & GREASE (S&G)TRAP PER STORMTECH SC740 a V100 = 2.9 FPS ISPWC SD-624 WITH 20" BAFFLE SPACING CHAMBERS (7) WELL BOT. O m Q CATCHBASIN OUTLET INV EL: 2567.50 RIM EL: 2571.13 z o MANHOLE INLET INV EL: 2566.25 INV. EL IN: 2567.83 z O L INFILTRATION RATE SHALL BE A MINIMUM OF INFILTRATION RATE SHALL BE A MINIMUM OF OUTLET BAFFLE EL: 2567.54 INFILTRATION RATE SHALL BE A MINIMUM OF w a. 0.6 IN/HR. SEE PUBLIC FACILITY NOTE 3. 0.6 IN/HR. SEE PUBLIC FACILITY NOTE 3. INV. EL OUT: 2565.72 0.65 IN/HR. SEE PUBLIC FACILITY NOTE 3. J c 0 FACILITY s 11 INLET PROFILE 9 FACILITY 22 INLET PROFILE 10 �,,. FACILITY 28 INLET PROFILE U E C-3.5 HORIZ SCALE: 1" = 20' C-3.5 HORIZ SCALE: 1" = 20' C-3.5 HORIZ SCALE: 1" = 20' VERT SCALE: 1" =4' VERT SCALE: 1" =4' VERT SCALE: 1" =4' SS\ONAL�N ENS SEEPAGE SEEPAGE BED (BMP 20) DRAIN ROCK DIMENSION TABLE SHEET NO: 15461 FACILITY DEPTH (FT) WIDTH (FT) LENGTH (FT) C-3.5 11 3.5 10.0 51.0 OF \�P�� ,QT F NOR�F, DATE: cn 22 3.5 6.5 75.0 8-24-2023 j PAGE N O: 28 4.5 9.0 62.0 27 OF 69 C� z V) a z ZD 00 SIDEWALK ELEVATION U z � oc Lu A (MIN) � � w INTERLOCKING CONCRETE ' 9 B PAVERS A O 2FT 2FT BASIN FINISHED GRADE �„ 1� BIORETENTION SOIL MEDIA 98 00- #8 AGGREGATE BEDDING a a Ba s a a a BIORETENTION SOIL MEDIA as a o #57 AGGREGATE BASE a a a a a a a ODODODO o o a a a a a a o a a C O O O O B a o a a a a a a a a a o oOoOoOoO AVEL LAYER ° � #2 AGGREGATE SUBBASE a o 0 0 o GR U D o 0 0 o GRAVEL LAYER C a BASIN FINISHED GRADE FACILITY BOTTOM D - - - - 7 GROUNDWATER ELEVATION E - GROUNDWATER ELEVATION D - GROUNDWATER ELEVATION (D Y o 0 U Z � Z O00 Z NOTES: NOTES: NOTES: pap LL 1 . SEE DETAIL 5, ON SHEET CD-8.0 FOR 1 . SEE DETAIL 1 , ON SHEET CD-9.0 FOR 1 . SEE DETAIL 4, ON SHEET CD-8.0 FOR Z a_ CONSTRUCTION AND MATERIAL SPECIFICATIONS. CONSTRUCTION AND MATERIAL SPECIFICATIONS. CONSTRUCTION AND MATERIAL SPECIFICATIONS. Q N O U � m Z L E STORMWATER PLANTER PROFILE 2 PERMEABLE PAVERS PROFILE 3 BIORETENTION BASIN PROFILE w , C-3.6 SCALE: NTS C-3.6 SCALE: NTS C-3.6 SCALE: NTS Lu I r U STORMWATER PLANTER KEY TABLE STORMWATER PERMEABLE PAVER KEY TABLE BIORETENTION BASIN KEY TABLE N N N co co N N N M N N M w (L6 f� 6 M N � 6 N � KEY ELEVATIONS AND DIMENSIONS KEY ELEVATIONS AND DIMENSIONS o m 4 6 c6 � 0 s KEY ELEVATIONS AND DIMENSIONS FACILITY NO. A B C D E FACILITY NO. A B C D Y o u 0 0 zzzz m FACILITY NO. A B C D 0 4 8 IN 2569.5 0.5 FT 2567.0 2563.9 1 2569.45 0 FT 2567.0 2563.0 0 0 0 3 2569.02 2 2566.26 2563.1 U o 0 o U 6 6 I N 2569.0 0.0 FT 2567.0 2564.3 > w w Q 2 2569.25 0 FT 2566.8 2563.2 U M W �, 5 2570.53 1 .33 2568.44 2563.9 w � u w � cn 7 8 I N 2569.6 0.5 FT 2567.1 2564.1 w w z Q } Q } o 12 2569.90 0.75 FT 2567.4 2564.2 U U z 0 8 2569.99 1.75 2567.48 2564.4 > > g � 13 2570.95 1.25 FT 2567.0 2563.9 w w 0 o o > 9 6IN 2569.3 0.0 FT 2867.4 2566.9 -� � w u- 10 2570.47 1.75 2567.96 2564.6 z z w > w > w 2 14 2570.05 1.25 FT 2567.1 2563.8 w w � w 2 w 2 0 23 2569.73 1.75 2567.22 2563.5 15 2570.80 0.50 FT 2567.E 2563.8 ° = o = o w 24 2569.44 2.20 2566.48 2563.5 `o �' ~U Q U~ 16 2571 .10 0.50 FT 2567.9 2563.5 0 0 27 2570.40 1.25 2568.39 2563.5 17 2579.90 1.00 FT 2567.2 2563.2 N COz N N 0 18 2571 .00 1.00 FT 2567.3 2563.0 c., o 0 19 2571 .00 1.75 FT 2566.5 2563.0 N o � U Y Y 20 2571 .00 0.75 FT 2567.5 2563.0 0 0 21 2570.20 1.00 FT 2566.5 2563.0 ° z z y o O < in w a E [If Of 25 2569.00 0 FT 2567.4 5263.0 a 0 ° 0 Q U O 26 2570.10 0 FT 2566.5 2563.0 U J J w Q 7 O ccm w C OO C Lu O U) zo � LL J J Q z DC 0 (j) 0 w a O U c SS\0 NA L�N \,\CENSID �� SHEET NO: 15461 s� �p C-3.6 OF \oP�� DATE: �T F. NR� L F � 8-24-2023 Q) PAGE NO: 28 OF 69 - - EP EP 1 GENERAL UTILITY NOTES EP U 1. REFER TO CITY OF MERIDIAN STANDARD NOTES - GENERAL CONSTRUCTION NOTES ON SHEET t G-2.0. o z ZD O w 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE O O W. USTICK RD. I CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO z W COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL oc I DAMAGES WHICH MIGHT BE OCCASIONED BY THEIR FAILURE TO EXACTLY LOCATE AND Lu FP m ° ° ° ' s FID E EP I PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM 1 ° Lu aRJa ° EP °\(z IRR - IRR IRR IRR IRR - - IRR- ° ° OF FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION AND VERIFICATION SHALL BE AN (rA tee Er _ I ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR O f, � SHALL NOTIFY THE ENGINEER IMMEDIATELY OF POTENTIAL CONFLICTS. THE DEPTH OF UTILITIES SHOWN ON THE PLANS ARE NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES i - _ _ SHEET C-4 .2 PROPOSED COMMERCIAL I PROPOSE I `-� ONLY. I � w � BUILDING I -gP�TM �PO ED t 3. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL SEWER CONSTRUCTION SHALL BE BY BUILDING BUILD IN NT I THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS I I I SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK a * I I I IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION I I I - - - - - - � - - I I PLANS. J L I S ss ss ss S ss ss ss ss S I J I- -I I 4. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO � ° / s w w I L LL LL L L LL L (A) BACKFILLING TRENCHES FOR PIPE- (B) PLACING OF AGGREGATE BASE. I _ I L LL LL LLLL LL LL-L LL LL L LL L LL LL LL L LL 6 r r I I LL LL LL LL LL LL LL L U LL L LL LL L LL LL L LL L _ Ir,r s ss ss SS s� I I L LL LL L LL LL LL LL LL L I L LLLLL LLLL LL L LL LL L LL L a 5. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO FACILITATE O �F LL LL \�2 R I L LL LL L LL LL LL LL LL L LL L LL LL L LL LL LL L LL L I (n / - - - - - I THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER LEVELS SHALL BE MAINTAINED N \ \ +++ + + + + + + + + + + I + + + +-+ + + +-+ + + + + BELOW THE BOTTOM OF THE TRENCH AND STRUCTURE EXCAVATION DURING INSTALLATION. ( U o s rt - � I CONTRACTOR IS REQUIRED TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE O co Z 00 1 I I w w w w I w „ s EP AGENCY PERMITS. DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. z z p _ w w W Z Ll T A!t7` s ss ss 1 ss - �s w, - - - I I 6. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF m Lj PROPOSED � I - - s ss ss s>N 88 ss ��ss ss �s THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) THE CITY OF MERIDIAN Z (n r4- -Ir _LOLL L LPL LLLL ' -, SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS O O � COMMERCIAL BUILDING + - ° ___________ _______ ___________ _ OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESEN co Ln I �� I +' I - - ' �� -�' TANDARD HALL BE THE NTR LLIN TANDARD AND PE IFI ATI N . -_ I - 2 S S S CO O G S S S C C O S 0 S - - LLJ s LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL " ' 7. ALL TRENCHING AND PIPE INSTALLATION SHALL BE PER DETAIL 3 SHEET CD-2.0. W LLLLLLLLLLLLLLL LLLLL LLLLLLLLLLLLLL s e Q LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLL M M I LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLL �� I I o Z I I - - - - 8. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN PROPOSED W° 7 J I I -IRR IRR IRR F i _- _ter_= - P OPOSED- - - -I �I" I- - PROPOSED r_ NON-POTABLE WATER LINES AND ALL POTABLE WATER LINES. r z I I _ I % T WNHOMES I TOWNHOMES 'IT ° I I I A I r� 9. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN POTABLE WATERLINE c -I--, I AI Li `I I ____ - - _---___ _ -� AND BOTTOM OF INFILTRATION SWALE AND BIOINFILTRATION BASINS. --- --------- c1li co co ° I I it I I i �S r- --1 10. MAINTAIN MINIMUM OF 6 FEET HORIZONTAL SEPARATION BETWEEN HYDRANT LATERAL AND M N LU N o I I A PROPO D I �I I - I I I I SERVICE LINES. c� R c� co Q o I I I PROPOTOWNH MES I i ROPOSED - i I i I Lo ao m `T Lo co ti p I r TOWNHOMES - - I 11. COORDINATE EXACT UTILITY SERVICE LOCATIONS WITH ARCHITECT, MEP, AND CIVIL ENGINEER. r ' I ' - - PROPOSED - z U z z Z Z Z T WNHOMES I - U Y U U Cl Cl co s - s s = cn I TOWNHOMES SEWER NOTES �_� _ > p p p ° I I ---- ----- - I� > co Lu O co Lu O L I --- r- --J 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - SEWER CONSTRUCTION w_ v v v / I I l I r �l I I i r-- - -- - NOTES SHEET G-2.0. > w w w w s w P - I PROPOSED _ I � p -, p z I I I I U U z a W ��;, _ -li� I� I TOWNHOMES I `n . _ ; 2. SEWER SERVICE SHALL BE INSTALLED PER SD-511A OF THE ISPWC. SERVICE PIPE SHALL HAVE A w w z Q Q > o p Fw , I � T PROPOSED - - '°' " -Fo \ I PROPOSEDI I �I I I T WNHOMES I- - ROPgSED - I� MINIMUM OF 2% SLOPE TO PROPERTY LINE. � o o w TOWNHOMES --------- --- - I LLI � Lu � r a, LL I g =________ - _____ r I I i TOWNHOMES I 3. SEWER SERVICE CLEANOUTS SHALL BE INSTALLED PER SECTION 503 OF THE CITY OF MERIDIAN w w 2E w w w Lu i� I w � II ' I I I - _______ _ ' I SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND STANDARD DETAIL S1. J J o C) 0 0 0 _ � U U O O p 0 I - - � I __ 4. SEWER PIPE SHALL BE BELL AND SPIGOT PVC, SDR-21 OR SDR-35 AS NOTED ON THE PLANS PER L, o PROPOSED _ - i r- co rn U Q U Q U TOWNHOMES - -, I I 1 SECTION 501 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. 0 nl ° \ I I LLLL T P OPOSED I i I� 5. RESIDENTIAL SEWER SERVICE LINES SHALL BE 4" DIAMETER. COMMERCIAL SEWER SERVICE � � N M � � co ti Z \\ I \\\ I LLLL --- I TOWNHOMES cn� L,,,,. I- - PROPOSED LINES SHALL BE 6" DIAMETER. ---- N \ \\ \ J LLLL �' -------- ----- r _ L- I TOWNHOMES o ° V \ ,� \ LLLL - - - --_------ I i 6. COORDINATE ALL SEWER CONSTRUCTION WITH THE CITY OF MERIDIAN. o LLLL I I I cV U Z Z Z o LLLL I I ' PROPOSED I �-r=- - -- WATER NOTES \ \\i ` LLLL I I v p�'� `\� LLLL � i TOWNHOMES P OPOSED o U Y Y \ \ I I 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES WATER CONSTRUCTION, o LLLLL I T WNHOMES ; ' Io Z LuLu col 0I - - PROPOSED I I SHEET G-2.0. Z � ° r� _ � I - °' \ s ---- --------- ` � i TOWNHOMES I 2. COORDINATE WATER SERVICE INSTALLATION WITH THE CITY OF MERIDIAN. 0- o o 0 Q - - - - c , y �_�_ - -------- _0 IM o \ r� V I LLLL LLLLL I I I AO/��P�O�S/-�ED s r_ 3. WATER SERVICE SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAILS W1, W2, W3, L LLL I I �IVI�M� s - -- �_ LL W4, W6, W7, AND W9. SEE SHEET CD-10.0 & CD-11.0. L-LLL s i PROPOSED 4. WATER SERVICE PIPE SHALL POLYETHYLENE SIDR-7 ANSI/AWAA 901 PER SECTION 404 THE CITY 1 I -r--r-�---- I L PROPOSED ,�'\ ` ' \ LULL I I ----_ - J TOWNHOME I� OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. J o \ �_r � r \ , TOWNHOMES �� / 1 r�r ---- 0. - O _ - - - R LL1L LL LL L r - - - - _i L --- - ---- --- -- 5. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAIL W8, SHEET cm L LL LL LL L - - - - __ s S CD-11.0 AND SECTION 403 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE z �� w w w w w I� ISPWC. z y \ �� s S I _ o w - - - - - � i, O - w 6. PIPE JOINT DEFLECTION SHOULD NOT EXCEED 2 THE PIPE MANUFACTURERS ALLOWABLE DEFLECTION. CONTRACTOR IS REQUIRED TO VERIFY ALLOWABLE DEFLECTION ANGLE. > W R � S w S SS •f l \ I I / �► W W W W W W I 7. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL OTHER AREAS COVER O 0 a s I��' �� - - RR - - - - - -- -- - - - - - - - SHALL BE 4 FEET. z m W Q \ IRR IRR _RR __1B$____ IRR - I --______ I I od w �'� �� -\ f 8. ALL HORIZONTAL PIPE FITTINGS AND VALVES SHALL HAVE THRUST BLOCKS PER DETAIL 2, SHEET z (�W _ � PROPOSED W� ram_ I PROPOSED PROPOSED CD-9.0. w �� «� I I , TOWNHOME ' TOWNHOME ' TOWNHOME 9. WATER PIPE DIAMETER 4" AND LARGER SHALL BE ANSI/AWWA C-900 DR18 PER SECTION 401 OF J W _ AL C �^ �- I IRR IRR IRR IRR IRR - THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. U VJ \ W _ U) SS\0 NA L FN \ ui \LENS ID �, ss 15461 SHEET NO: .0 L - F- - - � C-4. 1 a �G�j£OF \�P�� DATE: L WATER & SEWER PLAN OVERVIEW ° ° 80 Feet F NOR 8-24-2023 j SCALE: 1" = 40' PAGE NO: 29 OF 69 KEYNOTES GENERAL UTILITY NOTES z O POTABLE WATER CROSSING NON-POTABLE J WATER. MAINTAIN HORIZONTAL AND VERTICAL 1. REFER TO CITY OF MERIDIAN STANDARD NOTES - GENERAL CONSTRUCTIONZD SEPARATION OF THE POTABLE WATER AND NOTES ON SHEET G-2.0. z ZD ZD NON-POTABLE PIPELINES (SEWER, 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY OU O SEWER SERVICE STORMDRAIN, IRRIGATION, ETC.), SEE WATER ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL z C�7 STA: 6+26.82 NOTES 2 & 3, SHEET G-2.0 FOR MORE EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES oC 9 LF F 6 Lu INFORMATION TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE 11 HYDRANT LATERAL OCCASIONED BY THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND w g75 OF 8" REMOVE EXISTING BLOW OFF ANDR MAIN VALVE. TIE IN TO EXISTING WATER ALL UNDERGROUND UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM OF 9 LINE WITH RESTRAINED COUPLING FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF 14 OF 8" SDR-21 PVC N:717404.58 UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION AND VERIFICATION 0 12 ER PIPE @ 0.60% E:2449640.10 SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE 10 3 I � � ss 65 LF OF 8" 11 PRESENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF Fp 00-111, 1 15 w �` 4 LF OF 6" HYDRANT REMOVE EXISTING POTENTIAL CONFLICTS. THE DEPTH OF UTILITIES SHOWN ON THE PLANS ARE WATER MAIN LL L LL LL LL LL LATERAL 3 LF OF 8" WATER MAIN j'L_ r -1 ""° SEWER CLEANOUT AND L��LL LL L LL „ NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. S SS+ sS 'ss 5s S I� L _L LL y��+ T - -L LL 60 LF OF 8 TIE IN TO EXISTING SSMH 141. ° y 1 LF OF 8" -L L� 12 LLI 1 31 LF OF 8" L LL " l SSMH 6 I 901° +0 134.2° \ I i WATER MAIN 26 LF OF 8" 15 WATER MAIN L LL 41 LF OF 8 \_ WATER MAIN EXISTING 8" WATER MAIN 3. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL SEWER (ISPWC SD-5-5I) 10 i s� 3 + + WATER MAIN �+ WATER MAIN 9 CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR STA 6+26.82 SSMH 5 _�- - 13 - - , + + DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE RIM 2569.60' I 9 14 STA 5+42.94 - - �- - 5 1 - 13 - - - 1 14 CONNECT TO CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN J N:717443.91 A RIM 2569.83' ss 3+00 - - - 1 S 10 EXISTING SSMH as - J E:2449178.92 - N:717443.24 5 2+00, 0 „ s + ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED W - `� --�"�-� 1 w XN STA 0+00.00 CONSTRUCTION PLANS. E:2449262.80 I 13.7° - - - 5 - -90. °- 1 1.3° _ °' EXISTING SEWER RIM 2574.86' SEWER SERVICE S ss -t ss S 5 " a CLEANOUT 4. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE O 140 LF OF 8 13 167.5° 90. ° 89.2° 4+0 ss, 5 LF OF 8 , APPROVED PRIOR TO A BACKFILLING TRENCHES FOR PIPE B PLACING OF STA: 6+26.82 WATER MAIN ( ) ° ( ) LPL LL Lam____ S - WATER MAIN 3s ss I ss 1 , s l ss ss - ss� ss s$ O Y CVO SSMH 4 SSMH 3 � � - AGGREGATE BASE. PROPOSED COMMERCIAL 64 LF OF 8 SDR-21 PVC - LLL SSMH 2 +0 9° 5 _ 33 LF OF 8" 0 0 O U BUILDING SEWER PIPE 0.40% STA 4+79.15 STA 4+57.73 - oo SSMH 1 -I� - " -�- WATER MAIN 5. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO z O op @ � - STA 3+44.66 , __- �K�� - - 8" EXISTING SEWER ---------------------------------- ----- _ __ RIM 2569.98 I RIM 2570.16 - - RIM 2570.93' STA 3+04.53 n =_;- 298 LF OF 8" SDR-35 PVC FACILITATE THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER I- z 0 - - _ N:717397.15 �/ N:717396.81 a- N:717395.25 RIM 2571.32' = ° ALIGNMENT LEVELS SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH AND J Q - -�� - E:2449306.90I / E:2449328.32 -- - SEWER PIPE @ 0.40/o � pp W - E:2449441 .38 N:717386.53 8 LF OF 8" EXISTING SEWER STRUCTURE EXCAVATION DURING INSTALLATION. CONTRACTOR IS REQUIRED z E:2449480.56 WATER MAIN MANHOLE TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE AGENCY PERMITS. O O 21 LF OF 8 SDR-35 PVC DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. U CN m Lo SEWER PIPE @ 0.40% 46 LF OF 8" SDR-35 PVC W PEBBLESTONE LN & W PEBBLE STONE DR UTILITIES o 30 60 6. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE w 113 LF OF 8 SDR-35 PVC SEWER PIPE @ 0.40% WATER LINE STATION 0+00 - 4+69 Feet CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS Lu SEWER PIPE @ 0.40% SEWER LINE STATION 0+00 - 6+30 CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL Cn o SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS OF W THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF r THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS AND 6 2580 2580cn SPECIFICATIONS. cm co co co 7. ALL TRENCHING AND PIPE INSTALLATION SHALL BE PER DETAIL 3, SHEET CD-2.0. IN I M N CN CNN o LU 8. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN Lo o m � Lo co r ti o ° - PROPOSED NON-POTABLE WATER LINES AND ALL POTABLE WATER LINES. U 2575 0 3 FI ISH D G AD _ _ - - 2575 U Y U U U U U m SSMH - SMH 5SSWH RIM ST + AA IIZIKA STA 3,E04 53 _ 9. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN POTABLE RIM TA +42. 4 SS H 4 1.32 2 2 0 RIM E _ RI EL 569. 3 - 131 ST 4+7 .15 - - - - - - - - - -RIM EL 2 = - - - - - - - - - - - ,/ WATERLINE AND BOTTOM OF INFILTRATION SWALE AND BIOINFILTRATION 0 o 0 o Q 2570 IM E 2569.98 EXIS ING G DE 2570 BASINS. w J) U co U rl- U 2" IRRIG LINE- 18" MIN. j w �' w E CrELEV: 2568.5 -----WATER 10. MAINTAIN MINIMUM OF 6 FEET HORIZONTAL SEPARATION BETWEEN HYDRANT o o z o LATERAL AND SERVICE LINES. > > Q ¢ N >_ o V ELEV: 2565 1 2565 11. COORDINATE EXACT UTILITY SERVICE LOCATIONS WITH ARCHITECT, MEP, AND E E w 84 LF F 8" DR- 1 CIVIL ENGINEER. 2i w W w uj uj > w w w w w P CPI E A 0.60/0 1 113 L OF "SDR- U U w w w Lu ao VC IPE 0. ° 5 L " o � w� - V� SEWER NOTES � o >- U >- U oLu 2560 N _ 'IT �' �� w `�' °' m cli Lq cl, "' 2560 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - SEWER co °' v Q v Q 5 . OUT (E) J > �� I N z N - N ~ N � � � � � coL CONSTRUCTION NOTES, SHEET G-2.0. o o - w _ Z > > ii Z j ii ii ii N u 2562.11 N c� Co. ti co z N w ao _ J J w _ w _ Z w > > N N > _ . IN (S) 2. SEWER SERVICE SHALL BE INSTALLED PER SD-511A OF THE ISPWC. SERVICE N - - ' w w J bow J w - J w w J > ii 62.21 PIPE SHALL HAVE A MINIMUM OF 2% SLOPE TO PROPERTY LINE. 0 2555 w w w _ 2555 N 6+30 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 co w 0+00 -0+20 3. SEWER SERVICE CLEANOUTS SHALL BE INSTALLED PER SECTION 503 OF o o w THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND N Y Y W PEBBLESTONE LN & W PEBBLESTONE DR SEWER PROFILE STANDARD DETAIL S1. � z Z Z o U HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' o 4. SEWER PIPE SHALL BE BELL AND SPIGOT PVC, SDR-21 OR SDR-35 AS NOTED o w o ON THE PLANS PER SECTION 501 OF THE CITY OF MERIDIAN SUPPLEMENTAL Z � 9 ° E SPECIFICATIONS TO THE ISPWC. ¢ w a d � � U Q 0 2575 2575 5. RESIDENTIAL SEWER SERVICE LINES SHALL BE 4" DIAMETER. COMMERCIAL FINISHED GRADE 5° OR BEND SEWER SERVICE LINES SHALL BE 6 DIAMETER. J 66.4 1 w _ _ _ _ - - - - - - - - NVE LEV: 2567 33 A 6. COORDINATE ALL SEWER CONSTRUCTION WITH THE CITY OF MERIDIAN. Z 2570 - - 257o WATER NOTES Q 2' IRRI LI E I V E EV: 568. 8 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - WATER LLI a CONSTRUCTION, SHEET G-2.0. z Z 0 2565 1 11. BE D 2565 2. COORDINATE WATER SERVICE INSTALLATION WITH THE CITY OF MERIDIAN. z O J E B ANGE 450 HOPRZ BE qD 450 HO Z BE D 3. WATER SERVICE SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAILS NV LEV: 2565.01 NV LEV: 2565.16 Z 6 2 W1, W2, W3, W4, W6, W7, AND W9. SEE SHEET CD-1 & CD-11.0. z J 2560 - - 2560 4. WATER SERVICE PIPE SHALL POLYETHYLENE SIDR-7, ANSI/AWAA 901 PER SECTION O 0 W O op cj) a 5+30 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+20 404 THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. z Q W PEBBLESTONE LN & W PEBBLESTONE DR WATER PROFILE 5. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAIL W8, W Cn Od W SHEET CD-1 1.0 AND SECTION 403 OF THE CITY OF MERIDIAN SUPPLEMENTAL J J HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' SPECIFICATIONS TO THE ISPWC. W 0 0 FITTING & APPURTENANCE LEGEND PROFILE NOTE 6. PIPE JOINT DEFLECTION SHOULD NOT EXCEED 2 THE PIPE MANUFACTURER'S U O1 11.25° FITTING W/ THRUST BLOCK 7 3" DOUBLE WATER METER ASSEMBLY 13 8"x8"x8" TEE W/ THRUST BLOCK ALLOWABLE DEFLECTION. CONTRACTOR IS REQUIRED TO VERIFY ALLOWABLE Q W O 4 O 1Q FOR POTABLE WATER MAINS OR SERVICES DEFLECTION ANGLE. S�OHAL a 0 WITH 1 SETTER (SD W1 & W2) S N CROSSING NON-POTABLE MAINS OR O2 22.5° FITTING W/ THRUST BLOCK 14 12" BALL VALVE CURB STOP oak, Gy Os 1 WATER SERVICE LINE (SD W11 SERVICES, PROVIDE A MINIMUM OF 18 7. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL OTHER AREAS �� <"� 0 ° FITTING W/ THRUST BLOCK ) 45 SEPARATION AND INSTALL PER IDAPA COVER SHALL BE 4 FEET. SHEET NO: 0 1 2" WATER METER ASSEMBLY WITH 1 2" 15 8"x6" TEE W/ THRUST BLOCK 58.01 .16 WASTEWATER RULES. SEE CITY 15461 ��■� 0 900 FITTING W/ THRUST BLOCK SETTER (SD W4) OF MERIDIAN WATER NOTES 2 & 3, SHEET 8. ALL HORIZONTAL PIPE FITTINGS AND VALVES SHALL HAVE THRUST BLOCKS PER ° 0 8" GATE VALVE (SD W1 1) 10 1 2" WATER SERVICE LINE G-2.0 FOR MORE INFORMATION. DETAIL 2, SHEET CD-9.0. '�rE Of\OP��.v DATE: cn 0 4" 0SINGLE WATER METER ASSEMBLY FIRE HYDRANT ASSEMBLY (SD W8) 9. WATER PIPE DIAMETER 4" AND LARGER SHALL BE ANSI/AWWA C-900 DR18 PER F• ERR 8-24-2023 WITH 1" SETTER (SD W1 & W2) 12 6" GATE VALVE ASSEMBLY (SD W8) SECTION 401 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE PAGE NO: 0 ISPWC. 30 OF 69 IRRIGATION PUMP GENERAL UTILITY NOTES z STATION, REFER TO SHEET C-6.2 1 . REFER TO CITY OF MERIDIAN STANDARD NOTES - GENERAL CONSTRUCTION NOTES ON SHEET w IRRIGATION AND POTABLE G-2.0. can WATER CROSS CONNECTION, / 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE O ZD O SEE DETAIL 4, SHEET CD-2.0 FQ U KELLOGG DRAIN CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO z � U _ COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND lc i 2i2iI ba - aai bbi - az�i r�i -b ai - -jai-=x - �bbr ai = Xaar �p 3BIX �X oaf _ KR 1 ,R _= x iF_ + ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THEIR FAILURE TO EXACTLY LOCATE AND --T --- -� - --- Lu 33 LF OF 8" I PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM i WATER MAIN I I OF FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF 9 14 ' 1 60LFOF8" ; II UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION AND VERIFICATION SHALL BE AN 10 WATER MAIN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR O 41 LFI 4 I I SHALL NOTIFY THE ENGINEER IMMEDIATELY OF POTENTIAL CONFLICTS. THE DEPTH OF � I I WATER MAIN / WI I UTILITIES SHOWN ON THE PLANS ARE NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY. JJJJ + I 5 LF OF 8" ' ' ' 7 LF OF 8" I STA: 13+ 00-110, 6 .8 JJJJ + WATER MAIN I 3. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL SEWER CONSTRUCTION SHALL BE BY JJJJ � I WATER MAIN 325 LF OF 8" I I J J J J + I i TA: 10+83.08 i i i A: 11+38.17 WATER MAIN 12 LF OF 6" , , S STA: 13+20.90 _-_ THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS S STA: 10+38.11 + I I ' I S STA: 10+94.57 I ' S STA: 11+51.76 STA: 11+98.55 HYDRANT LATERAL 12 LF OF 8" -- SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE + 1 I _ _ i S STA: 12+08.96 S STA: 12+54.11 11 WATER MAIN I WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED STA: 12 9.71 1 / I CONSTRUCTION PLANS. U J J J J J rrtl �\ 7 i i i i 7 i i i 7 i i i 7 i 1 S STA: 1 08.89 i 2 30 LF OF 8" I S STA: 13+69.�2� J L ______ _______ J L ______ ____ __ L _---f- -_ ___ J L __ _ --- --_ _ 6 , 1 I 4. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR J��JJ 1 7 WATER MAIN 8 8 N TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE. �� - N 8 12 8 II 1 16 LF OF 8" 5. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO FACILITATE 1+0 12+00 1 +0 WATER MAIN O7 „ 13 5 w L- w L_ w w w wN w ,,,� I THE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER LEVELS SHALL BE MAINTAINED 8LFOF8 I � I N I N 1 \ Y 1 0* N WATER MAIN , �� I - - N N - N _ 15 1 \. K L G DRAIN I BELOW THE BOTTOM OF THE TRENCH AND STRUCTURE EXCAVATION DURING INSTALLATION. O U o - - - - - - � ss.9° „ 1+pp � 12 00- � � - I ,, 3 -- CONTRACTOR IS REQUIRED TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE O � FLrj 31 LF OF 8" 1 1 Our - SLEEVE WATER LINE IN Z Z 00 + 167.5°� S + - - I ;; 141.7° 1 AGENCY PERMITS. DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. z 0 WATER MAIN 3 I 1 I I STEEL CASING (SD SW 1 & 2) J - 1 1 3 I I 6. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF Q 11 5 SSMH 1 ' _ C 9a1° S STA: 1 69.i2 m W 8 - 8 8 - as.7° _ 59 LF OF 8" THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN z (_n 12 STA 10+00 - 7 _- I r 7 _ - 7 _--� 8 7 r 8 8 I cn S '',\ I WATER MAIN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS O co RIM2571 .34 i i i i i ii1 7 , 1 7 7 15 5 5 STA. 10+33.11 i S STA. 11+32.09 i S STA. 11+88.55 , , , , , I \ OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE U m c 1 1.3° S STA: 11+43.171 S STA: 11+93.55 I ' ' iS 9T : 12+96.2 6 11 LF OF 8" STANDARDS SHALL BE THE CONTROLLING STANDARDS AND SPECIFICATIONS. Z 13 2 LF OF 8 S STA: 10+78.08 , + 1 i I 7 WATER MAIN W 26 LF OF 8" ss SLEEVE WATER SERVICE LINES a_ � WATER MAIN S STA: 10+88. �i , , , , , �� SSMH 8 SSMH 7 1 I 5 J 7. ALL TRENCHING AND PIPE INSTALLATION SHALL BE PER DETAIL 3, SHEET CD-2.0. WATER MAIN 90.5° , , , THROUGH SEEPAGE BEDS WITH , 0, A: 12+38.2p i STA 13+69.72 , SCHEDULE 80 PVC PER CITY OF ' ' STA 13+28.62 ' - Lu o J I i I i i i � i RIM 2571.12' � � N: 716930.5812 8. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN PROPOSED W c MERIDIAN SD W7 (TYP) , , RIM 2571 .08 i 8 - + E: 2449407.5862 NON-POTABLE WATER LINES AND ALL POTABLE WATER LINES. 1 cn - 328 LF OF 8" SDR-35 PVC �13 = J J J J J i S f�A: 13+50.69 i� I � I 7 + ' I J I SEWER PIPE 0.40% REFER CITY OF MERIDIAN 5 I 3 � 9. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN POTABLE WATERLINE v JJJJ + I I 1 � i } -1 I @ 41 LF OF 8 SDR-35 i I w AND BOTTOM OF INFILTRATION SWALE AND BIOINFILTRATION BASINS. JJJJ SD W7 FOR METER VAULT I m `� I PVC SEWER PIPE ' SEE SHEET C-4.5 PLACEMENT ADJACENT TO ' ,0' :I! N N N co co co JJJJ 140 LF OF 8" @ 0.60% i I 10. MAINTAIN MINIMUM OF 6 FEET HORIZONTAL SEPARATION BETWEEN HYDRANT LATERAL AND N N N M N N M N w L + I I SEEPAGE BED (TYP) 3 8 LF OF 8 FOR INFORMATION � In M N 6 L N co o JJJJ WATER MAIN I I I Q SERVICE LINES. N o N co r r co + I , J�J XO I WATER MAIN I Lo co m u) co r-- d o 11. COORDINATE EXACT UTILITY SERVICE LOCATIONS WITH ARCHITECT MEP AND CIVIL ENGINEER. I I �� 44 LF OF 8 z U z z z z z z � + r r SLEEVE SEWER SERVICE LINES SLEEVE WATER LINE IN U Y 00 m i i i T 147 LF OF 8" WATER MAIN =SEWER NOTES�J��J + � J , , , , THROUGH SEEPAGE BEDS WITH STEEL CASING (SD SW 1 & 2) 2 O I � J i i i FQ r i WATER MAIN _ ' - 1 1 o2 o 2 0 + I � I , r AWWA C-900 DR18 PVC PER CITY OF i 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - SEWER CONSTRUCTION w O w O o ��J - - - - - - _ ,T��^-_-� - - - �� 49 LF OF 8 WATER � cn O cn O Q I _ i- MERIDIAN SD W7 AND ACHD �I _ w co cn U 0 30 6o N ZION PARK AVE UTILITIES STORMWATER DESIGN GUIDELINES NOTES, SHEET G-2.0. w w o w KEYNOTES Feet MATCH LINE SEE SHEET C-4.4 co cn STANDARD DETAIL 07 (TYP) 2. SEWER SERVICE SHALL BE INSTALLED PER SD-511A OF THE ISPWC. SERVICE PIPE SHALL HAVE w w 01 o O o O z 0 POTABLE WATER CROSSING WATER LINE STATION 10+00 - 15+00 z Q >- Q >- O o A MINIMUM OF 2% SLOPE TO PROPERTY LINE. > > Q ONO � NON-POTABLE WATER. MAINTAIN SEWER LINE STATION 10+00 - 14+53 w w o 0 0 > i_ HORIZONTAL AND VERTICAL 3. SEWER SERVICE CLEANOUTS SHALL BE INSTALLED PER SECTION 503 OF THE CITY OF z z w w w w 2575 2575 > SEPARATION OF THE POTABLE SS H 1 SS H 8 MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND STANDARD DETAIL S1. w w w w w w .0 RI STA 10+ 0.00 INIS ED GRADE RI STA 13+ 9.72 w WATER AND NON-POTABLE O o 0 0 o w RI EL 571. 4 RI EL 571. 2 4. SEWER PIPE SHALL BE BELL AND SPIGOT PVC, SDR-21 OR SDR-35 AS NOTED ON THE PLANS - _ >- _ w 0 PIPELINES (SEWER, STORMDRAIN, - - - - - _ - _ - - _ - - - - Ln o u � c) � J IRRIGATION, ETC.), SEE WATER PER SECTION 501 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. co O Q Q c� N NOTES 2 & 3, SHEET G-2.0 FOR MORE 2570 STOR . - - - - - TO M D AI 2570 5. RESIDENTIAL SEWER SERVICE LINES SHALL BE 4" DIAMETER. COMMERCIAL SEWER SERVICE N M o ti o o INFORMATION - WV ELEV: 25C7.98 LINES SHALL BE 6" DIAMETER. N 41 LF O 8" DR- 5 32 LF F 8" - P PPE 0.60 6. COORDINATE ALL SEWER CONSTRUCTION WITH THE CITY OF MERIDIAN. CD PVC PI E@0. o No PROFILE NOTE 2565 2565 WATER NOTES 0 1Q FOR POTABLE WATER MAINS OR N U Z Z Z w SERVICES CROSSING - w m 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - WATER CONSTRUCTION, SHEET G-2.0. o 0 Y Y 0 NON-POTABLE MAINS OR z 0 z N � SERVICES, PROVIDE A MINIMUM 2560 ~ ~ c2 2560 2. COORDINATE WATER SERVICE INSTALLATION WITH THE CITY OF MERIDIAN. o o OF 18" SEPARATION AND z cco � "' z N Z � 9 0 ° _ Ln O �n Z rr rr 3. WATER SERVICE SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAILS W1, W2, W3, W4, W6, W7, o Q w a INSTALL PER IDAPA 58.01.16 N N � of w = rZ o WASTEWATER RULES. SEE CITY z > z > z J - W AND W9. SEE SHEET CD-10.0 & CD-11.0. a 0 OF MERIDIAN WATER NOTES 2 & e° w 00 w - 4. WATER SERVICE PIPE SHALL POLYETHYLENE SIDR-7, ANSI/AWAA 901 PER SECTION 404 THE CITY OF 6 3, SHEET G-2.0 FOR MORE 2555 00 J 2555 MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. J INFORMATION. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 Z w 5. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAIL W8, SHEET CD-11.0 AND Q N ZION PARK AVE DRIVE SEWER PROFILE o SECTION 403 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. J W 0 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' Ll.l a o SEWER SERVICE 6. PIPE JOINT DEFLECTION SHOULD NOT EXCEED 2 THE PIPE MANUFACTURER'S ALLOWABLE DEFLECTION. INV ELEV: 2565.90 2575 BEND 2575 CONTRACTOR IS REQUIRED TO VERIFY ALLOWABLE DEFLECTION ANGLE. z Z �/ Q o SEWER SERVICE EWERS RVI E : 2563.E G DRAIN 7. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL OTHER AREAS COVER SHALL BE 4 W U 2" IR IG LINE S OR DRAIN IN EL V: 2 65.1 INV ELEV: 565. 7 - - INV. ELEV: 2563.12 O �? INVELEV: 256 .51 I V E EV: 568.138 EWER S RVI E EWER SERVICINN)E Lo FEET. Roo - - - - - - - - - - - - 1 V EL V: 2565.82 2570 RT E TI -v L L=V: 4566.13 11\11v r_li_r_lv: Zo,),3,III,` L.L.L.- - - - KE-E DR 2570 8. ALL HORIZONTAL PIPE FITTINGS AND VALVES SHALL HAVE THRUST BLOCKS PER DETAIL 2, SHEET CD-9.0. z > W Q v , 670 - - - - - - J 45° HORZ BEND U 9. WATER PIPE DIAMETER 4" AND LARGER SHALL BE ANSI/AWWA C-900 DR18 PER SECTION 401 OF THE CITY OF mcn a a_ SEWER SER ICE ELEV: 2565.81 W MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. QL 45° RT BEND z D � Z 0 1 1 1 1 1 1 1 ir INV ELE : 25 5.4E 1 1 1 I EV: 2565.81 = FITTING & APPURTENANCE LEGEND L1J O 1 SE ER SER ICE 1 1 / 2565 J 2565 EW R RVI E 1 1 INV ELE : 25 5.47 (n SE SEWER ERV CE INV ELE INV ELEV: 2564.51 I V E EV: 4. 2 LLI 0 11.25° FITTING W/ THRUST BLOCK O8 1" WATER SERVICE LINE o SER 5 ERT BE RT BEND LJJ 2 22.5° FITTING W/ THRUST BLOCK 9 1 1" WATER METER ASSEMBLY WITH 1 1" ~ Z U : 2 I V E EV: 562. 9 ° E25609 39 Cn O O SETTER (SD W4) 2 Q E 2560 LIJ 0 45° FITTING W/ THRUST BLOCK 10 1 "' WATER SERVICE LINE \ONAL SEWER ER ICE z O 2 SS F,y INV ELEV: 2564.97 ° - 0 90° FITTING W/ THRUST BLOCK o�CF' �,�cENSF� Cif, VERT RE D J 11 FIRE HYDRANT ASSEMBLY (SD W8) F� 1 ° HORZ BEND 9.39 2 5 8" GATE VALVE (SD W11) SHEET NO: 2555 - - IN V. E INV ELEV: 2564.99 2555 (� 3 12 6" GATE VALVE ASSEMBLY (SD W8) 15461 9+85 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+20 0 4 SINGLE WATER METER ASSEMBLY 13 8"x8"x8" TEE W/ THRUST BLOCK ,r 1,z) `�'-4'3 0 22.5 HORZ BEND 8" TEE Q WITH 1 SETTER (SD W1 & W2) �q P j£OF �� co INV. ELEV: 2563.33 45° VERT BEND INV ELEV: 2564.93 O 4" DOUBLE WATER METER ASSEMBLY 14 12" BALL VALVE CURB STOP G�f'j F NOR�� DATE: 45° VERT BEND 45° VERT BEND WITH 1" SETTER SD W1 & W2 8-24-2023 N ZION PARK AVE WATER PROFILE INV ELEV: 2559.54 INV ELEV: 2559.57 INV ELEV: 2565.04 ( ) (SD W11) S 8"x6" TEE W/ THRUST BLOCK PAGE NO: 0 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' 31 OF 69 MATCH LINE SEE SHEET C-4.3 cD Ix i GENERAL UTILITY NOTES J- I J 5 I I „, , , , , , , a 1. REFER TO CITY OF MERIDIAN STANDARD NOTES - GENERAL CONSTRUCTION NOTES ON SHEET G-2.0. 2. SSMH 3 i i i i i i i i i J J - 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR Z ZD �' 61 LF OF 8 SDR-35 PVC �Q _ i - - - i i _ - i i- - i i _ _ i Ji�_ I I I O SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. O STA 19+99.98 - SEWER PIPE @ 0.40% JI p U pC RIM 2570.16' �� - �� l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l , 1111 J J l l l I THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE Z (D \ 20 LF OF 8" =� -_= l LLL111111 ! �/11111 11111 LLU I, 111 l l l l l OCCASIONED BY THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND Lu + + \ WATER MAIN ��' T-� - - �� _a�� ' }�� - �� _ = 1 �I 111 l l �l l l I UTILITIES. CALL DIGLINE AT 1-800-342-1585 A MINIMUM OF FORTY-EIGHT (48) HOURS PRIOR TO + 11111 - - _ -_ - - - llllJllll 5 89.2'�0 11111111111111 111111111 l l l l l l - tut EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION w13 ss ss 1 lil 11 AND VERIFICATION SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, I I I I I I I I I 114 111 l l I THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF POTENTIAL CONFLICTS. THE DEPTH 3 �•909°_ - 3 900� SSMH10 i i i i i i I 155 LF OF 8" 11l l;l l l WATER MAIN 1 lil ll l l I OF UTILITIES SHOWN ON THE PLANS ARE NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL 134.7- 21+0 STA20+61.53 i i i i i I �_y lli11111 PURPOSES ONLY. 1._ _ + + + __J RIM 2570.60' ' 1 i ' I l 1141 bl l l I 3. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL SEWER CONSTRUCTION SHALL BE BY THE 2LFOF8 _ _ - _ _ I I 114l �lll T o 1111 l y l l l I PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT WATER MAIN � , 3 � � I o f � 5 , 124 LF OF 8 SDR-35 PVC + I l l l l l l RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN SEWER PIPE @ 0.40% I t l l 11 l l l l I „ II S STA: 24+29. 5 1 I ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 45 LF OF 8 1 I : , I 111 l � lll I , I I l 111 l l l l I 4. WORKSUBJECT T APPR APPROVAL BY ANY GOVERNMENTAL AGENCY M T BE APPROVED PRIOR T A WATER MAIN , � II , , O O O GOUS O O O ( ) ll 111 �` �` �` � v v � I � � N I I - l l l � l l l I BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE. U 60 LF OF 8 ,Q III 5. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO FACILITATE THE J WATER MAIN � I I 37 LF OF 8 � " � ' � � � � � � FW 222LFOF8 , I I lull I/ W WATER MAIN WATER MAIN i i i S STA: 24+17.21 N _ _ _ 14 �, CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER LEVELS SHALL BE MAINTAINED BELOW THE i STA: +12.5 STA: 2 .60 i ' A: 23+ 5 54 9 I BOTTOM OF THE TRENCH AND STRUCTURE EXCAVATION DURING INSTALLATION. CONTRACTOR IS i I S STA: +66.60 S STA: +20.36 S STA: +74.60 O F- I , , , , � � , I � � REQUIRED TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE AGENCY PERMITS. � g Ox \; I 7 7 7 -N 5 LF OF 6" DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. Y N 8-- 11 -- -- HYDRANT f i >N O U oCD 12 LATERAL 10 I i 3 -I 6. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE z O � Q i 'I 1 I dp w w N N w w 0�-o- w w �� ____ v,✓ __ - IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN - z 1 +00 1 +0 15 17 00 \ I I SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND ANY ADDENDUMS THE REQUIREMENTS OF THE J Z 1 s ss s I ss ss ss ss ss cn I 21 LF OF 8" - ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL U) co Lu 23+00� - - - - 24+00 _ SSMH 12 I - -' WATER MAIN BE THE CONTROLLING STANDARDS AND SPECIFICATIONS. Z - SSMH 11 I r N _ - - -N N -I- - - -N J �J JJ J J� �J JJJJ ( ) - I \ \ O ISPWC SD-505 64 LF OF 8" 7. ALL TRENCHING AND PIPE INSTALLATION SHALL BE PER DETAIL 3 SHEET CD-2.0. N o0 1 8 8 8 J JJ JJ J JJ JJ JJJJ z I Lo KEYNOTES STA 21+85.03 _ _ _. _ ______ __ __ _ _ __I__ _ __ _ J JJ JJ J JJ JJ JJJJ STA 24+29.25 WATER MAIN / Z s RIM 2571.23' �� - 6 - 7 7 ; LJ JJ JJ J JJ JJ JJJJ i I\ 8. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN PROPOSED NON-POTABLE O POTABLE WATER CROSSING , RIM 2570.39 SLEEVE WATER MAIN IN HDPE CASING WITH Lu ��J ,l I WATER LINES AND ALL POTABLE WATER LINES. W NON-POTABLE WATER. MAINTAIN JJUJ TA: 2 +23.70 S STA: 22+79.70 S STA: 23+40.16 Ly - - - FUSED JOINTS EXTENDED 10 FEET PAST JJJJ TA 22+28.70 S TA 22+84.70 I o HORIZONTAL AND VERTICAL I J J J I I PERMEABLE PAVERS. FOLLOW ALL OTHER 9. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN POTABLE WATERLINE AND W SEPARATION OF THE POTABLE WATER JJJJ ' i SPECIFICATIONS OF CITY OF MERIDIAN BOTTOM OF INFILTRATION SWALE AND BIOINFILTRATION BASINS. JJJJ 243 LF OF 8 SDR-21 PVC i AND NON-POTABLE PIPELINES (SEWER, I i J J I SEWER PIPE @ 0.40% ,/ STANDARD DETAIL SW1 AND SW2. 10. MAINTAIN MINIMUM OF 6 FEET HORIZONTAL SEPARATION BETWEEN HYDRANT LATERAL AND SERVICE 'ITSTORMDRAIN, IRRIGATION, ETC.), SEE ' JJJJ , �i cn WATER NOTES 2 & 3, SHEET G-2.0 FOR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �,JJJ , Icm , , LINES. i� MORE INFORMATION NW 15TH LN & W SINDON LN UTILITIES o 3o so 11. COORDINATE EXACT UTILITY SERVICE LOCATIONS WITH ARCHITECT MEP AND CIVIL ENGINEER. N N M co � C Feet N N N N N N N N W WATER LINE STATION 15+00 - 21+60 SEWER NOTES " o " � r SEWER LINE STATION 20+00 - 25+18 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - SEWER CONSTRUCTION NOTES, Y m SHEET G-2.0. 0 2575 2575 0 0 0 0 M 2. SEWER SERVICE SHALL BE INSTALLED PER SD-511A OF THE ISPWC. SERVICE PIPE SHALL HAVE A W o W o 0+ 10 (ISPWC SM TA + MINIMUM OF 2% SLOPE TO PROPERTY LINE. w w w U RIM STA + RIM STA 20+6 .58 85.03 INISHE GR D RIME 57 RIM E 257 .60 - - - RI EL o -j o 3. SEWER SERVICE CLEANOUTS SHALL BE INSTALLED PER SECTION 503 OF THE CITY OF MERIDIAN w w 0 U 0 U z 0 2 1 RIG INE - - - EXISTINGGRADE z Q o Q 0 O 0 2570 _ 2570 SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND STANDARD DETAIL S1 . INV ELEV: 25611.61 - - w w p � U U � - - 2 3 LF OF 8' SD - 1 - - - -LL 4. SEWER PIPE SHALL BE BELL AND SPIGOT PVC, SDR-21 OR SDR-35 AS NOTED ON THE PLANS PER w w w w Zl-ff OF _ O 8 DR- 5 PIPE 0.6 /o - zz � � w � w � Py I E 400% SECTION 501 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. w_ W_ W 2i W 2i W o VC PIP o J J � L.L � LL � 2565 2565 5. RESIDENTIAL SEWER SERVICE LINES SHALL BE 4" DIAMETER. COMMERCIAL SEWER SERVICE LINES 0 0 o 0 0 w c 1 SHALL BE 6" DIAMETER. co � Q ~ Q ~ a WA ER AIN \ / z U U INV ELEV: 2562.72 e BIDN ~ � 6. COORDINATE ALL SEWER CONSTRUCTION WITH THE CITY OF MERIDIAN. o 0 N co Ur> co I-- co Z N 2560-,-S-o Z o N z > 2560 WATER NOTES >CD > II > = Lu J N L) J - J z > ? - W 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - WATER CONSTRUCTION SHEET G-2.0. R DO W 00 =co -pJ CID pa0 W N 2555 2555 2. COORDINATE WATER SERVICE INSTALLATION WITH THE CITY OF MERIDIAN. o Z z z 0 19+80 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 3. WATER SERVICE SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAILS W1, W2, W3, W4, W6, W7, o 0 0 AND W9. SEE SHEET CD-10.0 & CD-11 .0. o w w > FITTING & APPURTENANCE LEGEND NW 15TH LN & W SINDON LN SEWER PROFILE o Q U) w E 4. WATER SERVICE PIPE SHALL POLYETHYLENE SIDR-7 ANSI/AWAA 901 PER SECTION 404 THE CITY OF MERIDIAN w = a = HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. a 0 0 11.25 FITTING W/ THRUST BLOCK Os 1 WATER SERVICE LINE 5. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAIL W8, SHEET CD-1 AND J O2 22.5° FITTING W/ THRUST BLOCK 0 1 2" WATER METER ASSEMBLY WITH 1 2" Z Z J SETTER (SD W4) SECTION 403 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. J Q 0 45o FITTING W/ THRUST BLOCK 10 1 2" WATER SERVICE LINE PROFILE NOTE 6. PIPE JOINT DEFLECTION SHOULD NOT EXCEED 2 THE PIPE MANUFACTURER'S ALLOWABLE DEFLECTION. Z 0 90 FITTING W/ THRUST BLOCK 11 FIRE HYDRANT ASSEMBLY SD W8 CONTRACTOR IS REQUIRED TO VERIFY ALLOWABLE DEFLECTION ANGLE. Q Z 0 ( ) 1Q FOR POTABLE WATER MAINS OR SERVICES W J 0 �' O 8" GATE VALVE (SD W11) 12 6" GATE VALVE ASSEMBLY (SD W8) CROSSING NON-POTABLE MAINS OR 7. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL OTHER AREAS COVER SHALL BE 4 FEET. z 0 0 3„ SERVICES, PROVIDE A MINIMUM OF 18" a 0 4 SINGLE WATER METER ASSEMBLY 13 8"x8"x8" TEE W/ THRUST BLOCK SEPARATION AND INSTALL PER IDAPA 8. ALL HORIZONTAL PIPE FITTINGS AND VALVES SHALL HAVE THRUST BLOCKS PER DETAIL 2, SHEET CD-9.0. z O U WITH 1 SETTER (SD W1 & W2) � Z 58.01.16 WASTEWATER RULES. SEE CITY O c, 0 4" DOUBLE WATER METER ASSEMBLY 14 12" BALL VALVE CURB STOP OF MERIDIAN WATER NOTES 2 & 3, SHEET 9. WATER PIPE DIAMETER 4" AND LARGER SHALL BE ANSI/AWWA C-900 DR18 PER SECTION 401 OF THE CITY OF 0 _ W WITH 1" SETTER (SD W1 & W2) (SD W1 1) G-2.0 FOR MORE INFORMATION. MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. z U 0 o' 2575 45 VE T BEND 45° OR BEND ' IR IG LINE SEWER SERVICE2575 0 m W Q INV ELEV: 25 5.17 INV LE : 256 .51 I V E EV: 568. 5 INV ELEV: 2566.5 06 ° N SER E ISTI G GRAD - - w U) - - : 25 6 J 2570 _ - - v: 2 2570 J " INV LE : 2568. 1 - SEWER SERVICE - - - - - HQ Z BEND - - - - c ' - - - - - / - - - - �V ELE 25 6.80 IN ELEV: 2564.72W o L U �; 4 ° HO Z B ND 2565 IN EL V: 2565.7 1 1 2565 ENSID V ELEV: 2566.31 IINV Q 00-110, VERT 6 "X6' TEE 5 HO ZBEN SHEET NO: 2560 LEV: 25 I V E EV: 564. 4 2560 15461 ■ s� �o 0 21+80 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+10 '��, qj£OF \aP �, �j 45° VERT BEND 45° VERT BEND 45° HORZ BEND NW 15TH LN & W SINDON DON LN WATER PROFILE �T P. NOR�� DATE: Q) INV ELEV: 2562.16 INV ELEV: 2562.63 INV ELEV: 2563.19 8-24-2023 HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' PAGE NO: 32 OF 69 CD z J REMOVE EXISTING BLOWOFF �I I I I + I 11 Fn o o ASSEMBLY AND GATE VALVE (SD z � + W W12). CONNECT TO EXISTING 8" O p 139 LF OF 8" I 6 , DIAMETER MAIN WITH RESTRAINED U oC WATER MAIN Z ; Z L7 0 I COUPLING. (APPROXIMATE cl�_, cn r� I l w +� I I LOCATION, CONTRACTOR TO i f I o 26 LF OF 8" VERIFY LOCATION) cn MAIN I 93 LF OF 8" ' LU JWATER WATER MAIN L } I + SSMH 13 � ►� 8LFOF8 17 � I I , 9 x1 O 1 5 WATER MAIN I 1 STA 30+79.30 - - 14 D`` \ _ _ SSMH 2 RIM 2571 .27' I _ _ �I _ 10 � 0 90.5° � 15 12 90.0° I � 3 ...,- �� \ 13 ail N: 716930.5812 EXISTING 8" STA 30+00.01 30 79 , i EXISTING 8" PROPOSED I o PROPOSED APARTMENT0* + E: 2449407.58 WATER MAIN RIM 2570.94' ' � 13 ss APARTMENT BUILDING O BUILDING 5 3 �0t.3 5 o _ _ _ WATER MAIN SSMH 14 SSMH 1 I1 + (I - I I 4 0 90.0° +0 41+00 n STA 40+00.00 SS 3 ---- STA 30+79.30 SSMH 15 46 LF OF 8" /� m nn r I ° RIM 2571 .31' I STA 41+92.80 WATER MAIN _ REMOVE EXISTING BLOWOFF ' 11 _ _ _ 10 3 �, 1 , 4 RIM 2571 .27' RIM 2571 .33' 41+ J j ASSEMBLY AND GATE VALVE (SD ,�, J 5 g - 14 51 LF OF 8 - rn - - _ _ -- - -4 U I + 7777� 1 '� - WATER MAIN W12). CONNECT TO EXISTING 8" (A 167.5° + 1 79 LF OF 8" SDR-35 PVC 1 C) S AL - - m co DIAMETER WATER MAIN WITH �� $ 7° 4 + 31 LF OF 8" SEWER PIPE @ 0.40% ' - -- - _ - - 90.0°y--"900° 1 00-111, RESTRAINED COUPLING + WATER MAIN , L LL L� LLLL L I p co 44 LF OF 8 8 LF OF 8" 4 LF OF 6 L LL LL L LL LL 90 LF OF 8 SDR-35 LL LL U) 8 LF OF 8" L 103 LF OF 8 SDR-35 CV WATER MAIN 325 LF OF 8 13 HYDRANT LATERAL I L LL LL L LL LL SEWER PIPE 0.60°/ - LL L LL (D Y o \ L LL LL L LL LL @ LL L LL LL SEWER PIPE @ 0.60% U f` WATER MAIN . � l l i �It 5 � , WATER MAIN I ° WATER MAIN - % 5 + F�� + �� - - I 1 I I LLLL LL LL CD O co 5 LF OF 8" \ I ��L z z 00 l l l l lil l l WATER MAIN �i + ��' 1 79 LF OF 8" SDR-35 PVC 93 LF OF 8" � z 1 41 LF OF 8" z SEWER PIPE @ WATER MAIN m r I I WATER MAINUJI l z N Z I O N PARK AVE ENTRANCE WATER 30 60 Feet 30 60 Feet APARTMENT SEWER 30 60 Feet N m USTICK ENTRANCE SEWER & WATER U Lo SEWER LINE STATION 40+00 - 41+93 z � WATER LINE STATION 30+00 - 30+86 SEWER LINE STATION 30+00 - 30+79 0� w WATER LINE STATION 40+00 - 42+16 W CD W _o IT cn 2575 EX D SSMH 1 2575 2575 Ss H 1 SS OH 1 2575 U 2575 idtsH 2575 RIM STA 0 0-0.01 RtMTA RI ST 40+ 0.00 RI STA40+ 9.96 RIM STA41+ 2.80 N �N,� cN N CN,� N,� CO C4 LU EX STI G G ADE RIME 257 .94 - - - RI - - _ RI EL 571. 1 RI EL 571. 7 - - IM L 25 1.33 7 Q W N O N cO r r O 2570 2570 � � 6 4 6 co ~ ~ 0 L W ST RM DRA N 2570 2570 U Y U U U U m � 2570 IN EL : 25 7.3 EMOVE E ISTI G 2570 WATER MAIN U - - INV ELE : 25 5.98 0 0 o 0 0 W NV ELEV: U) o co o v W 8„ TE 2565 1 2565 E 0.60% w w w INV ELEV: 2564.93 2565 2565 > 1 79 LEOE " SD -35 � � � ov v o z cn W 2565 2565 0. 0% w w z Q Q o _ Tr -FoJ ° HOR 2560 °� `�°� _ 2560 - �' w w w = V LE 0 o z o N 2560 w `� 2560 w w LL] LILI w w w - w - - W z Z I z o o _ _ c- c Q w -- w > = z - = w �o o - U O U O 29+70 30+00 30+50 31+00 _ � J � 2555 - w w - 2555 = `° °' U Q v Q v o 73 co 5 L 0 N Z I O N PARK AVENUE ENTRANCE WATER PROFILE 29+80 30+00 30+50 30+89 25540+00 40+50 41+00 41+50 41+93555 N co � co ti 00 CD ° N HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' USTICK ENTRANCE SEWER PROFILE APARTMENT SEWER PROFILE g L HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' o o O N o U Y Y 0 2575 2575 U o XIS ING GRADE o Z o LU > O Y O O Q U w a EM VE EXIST NG a 0 2570 AT R BL WO F A D 2570 CONN ECT TO E<ISTING �ATE R ST JB J w ci D 2565 1 2565 J o o W �' „ RVIC 4 ° HO Z B ND W (n 64 INVELEV: 2566.74 z z - O W LU 0 2560 - - 2560 O - V E 39+80 40+00 40+50 41+00 41+50 42+00 42+40 Z - W Q USTICK ENTRANCE WATER PROFILE p coa HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' Z pd z 0 FITTING & APPURTENANCE LEGEND W W Z 0 11.25° FITTING W/ THRUST BLOCK 0 1" WATER SERVICE LINE W W KEYNOTES PROFILE NOTE 0 22.5° FITTING W/ THRUST BLOCK 0 1 2" WATER METER ASSEMBLY WITH 1 2" Q O POTABLE WATER CROSSING 0 45° FITTING W/ THRUST BLOCK SETTER (SD W4) 1Q FOR POTABLE WATER MAINS OR SERVICES �„10 1 2 WATER SERVICE LINE S\ONAL F NON-POTABLE WATER. MAINTAIN CROSSING NON-POTABLE MAINS OR 0 90° FITTING W/ THRUST BLOCK F,S 'vc HORIZONTAL AND VERTICAL SERVICES, PROVIDE A MINIMUM OF 18" FIRE HYDRANT ASSEMBLY (SD W8) O� \,\CENSF� 11 SEPARATION OF THE POTABLE WATER SEPARATION AND INSTALL PER IDAPA O 8" GATE VALVE (SD W11) Q� 58.01.16 WASTEWATER RULES. SEE CITY 3„ 12 6" GATE VALVE ASSEMBLY (SD W8) 15461 SHEET NO: AND NON-POTABLE PIPELINES (SEWER, O SINGLE WATER METER ASSEMBLY �+�/� �� STORMDRAIN, IRRIGATION, ETC.), SEE OF MERIDIAN WATER NOTES 2 & 3, SHEET WITH 1" SETTER (SD W1 & W2) 13 8"x8"x8" TEE W/ THRUST BLOCK o C+ `* o G-2.0 FOR MORE INFORMATION. O ��T P� WATER NOTES 2 & 3, SHEET G-2.0 FOR 7 4" DOUBLE WATER METER ASSEMBLY 14 12" BALL VALVE CURB STOP 'G £OF \� O ��. DATE: cn MORE INFORMATION WITH 1" SETTER (SD W1 & W2) (SD W11) F NOR 8-24-2023 j 15 8"x6" TEE W/ THRUST BLOCK PAGE NO: 33 OF 69 C� z Lr) � o 5 0 1 GAS NOTES o ZD 0 W. USTICK RD. oc I 1. INSTALL GAS SERVICE LINE. COORDINATE INSTALLATION WORKS WITH NW = (D FP Fp P NATURAL GAS AND BUILDING MECHANICAL CONTRACTOR. w m ° ° d , ° '1dm �° > �1 ° � d °° ° > EP EP 41 ' ° d d ° ° EP ° - - POWER NOTES "' IRR _ _ s ° d° ° ° s Lu �Q- IRR IRR IRR IRR IRR IRR IRR�-I- u E — - - - - _ _ \ ` \ _ I 1. REFER TO STREET LIGHT PLAN (SHEETC-7.1) FOR STREETLIGHT INSTALLATION. O ' — �-- 2. COORDINATE CONDUIT INSTALLATION AND TRANSFORMER INSTALLATION WITH \ FP 3 T I I — �` IDAHO POWER. PROPOSED COMMERCIAL I I i PROPOSED w I E � BUILDING ; APARTMENT - PROPOSED I� � BUILDING r APARTMENT ° I BUILDING I I I s SS SS SS s ^ I LL L g 7 _ - Cps _ _ _ �_ I I �� LL �� L LL �� L LL L LL LL LL L P`� [:ac F�� ErAR � vj II I L LL LL LL LL LL L LL L LL L LL LL L L LL LL L LL L - \ �� ss ss I L LL LL L LL LL LL L LL LL L I L LL L LL LL L LL LL LL L LL L L LL LL L LL LL LL L LL LL L LL L LL LL L LL LL L11 L LL L � r ILLLLLLLLLLLLCN LLLLLL 9 � I + + + + + + + + + + + + + I + \ / LL (DUf` 1 I I w w w w w W w w W W W V z z 00 w w I I z p �r �� s ss — —s ss - - - - S / J Al PROPOSED Icn + -L L LL LL \_s ss ss s- N � s � s — sSS +CO IRR+ zMMERCIAL BUILDING + p m O - — (Wn+ _ V L m � -F��r�� - - - - R In � i /�/ F- F-O F- F-O F-C — F-O F-O F-O F-- F-O F-O F-O _F-O gc G� A A S— x �GE �E S UGE (0 W d X LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL II L Lll_ __LLLL LLLLLLLL S W p LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL Al \ I w 7 I I LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL / L R ��I I�S R (. , w oJ d I IRR IRR IRR r lI - - _--_ _--- - - - PROPOSED z °� I i ' — - - - - TOWNHOMES i i I_ TOWNHOMES I I U `1 I , - --/ Tp -- FO `5F_�� GE 5-O AS F- UG b ""CIGE _� 1 L iI I I I I cn �s I° I I 1 ,PROPOSED ROR@S E D I I N N N N) 6N N6 ch W�TOWNHOMES I _' r r r 1 r TOWNHOMES +RO-POSED - I� Lo 00 m 'T Lo co s ' ' _ i , r , i - -cn PROPOSED— - 0 - _ 1 1j ::1 ____----- --_ I I TOWNHOMES i i TOWNHOMES v Y v v v v m - _ _____ �� I� r I ; I cc cc O ° I / I i Cn ---- F_O AS F- S6 I c GG 1 , --- -- UG�----- GE U I LI OA F WQWQ Q / I I I Y I 1 s $ --- 'AGE - - - -- _ W_ (co o U co(o U U i a l 1 _ ROPOSED I i i > w w a -1 ' i TOWNHOMES ' „� ' _ i I � 0 v v z .sp ' I I U) T _ I -PROPOSED 1 I I� w w z Q O Q o 0 Fw , w 1 TOWNHOMES ; - - ROP@S-ED > > Q U N U � TOWNHOMES I w r — _ w w w --FoF_ ' W W W 2 W 2 L LL G A _- GE - - -- U U u p o p o o I \ - - - J I - PROPOSED - i P S ' 1 Lo o � v �_ v � Fp 1 c0 rn U Q U Q U\\ �� ' T TOWNHOMES 13 -PROPOSED - -'- 1 \ \ I LLLL I 1 L b TOWNHOMES 1 ' F C14d AV �A LLLL LLL s (fin ww ROPO-S-ED tY N M Lf) CO I� Z ' A LLLL - ------ ----- �� L-- i TOWNHOMES N d \v \ LLLL I ---- --------- ------- 1 \ �, �\ LL LL - 1 \\ 1 \\\CD �� I , - ' - - ROR SEQ �� cn A r— °� -- N cn J \ LLLL i TOWNHOME `'' U z z z LLLL `n i PROPOSED - -i — i I o U Y Y C) \� LLLL I TOWNHOMES co, !J / V� Fred— E i - - PROPOSED o z I ( > \ I Lu s s —s� - I I ---- ------- TOWNHOMES i TOWNHOMES I Z 2 w ° �r� \ \ \ LLLL ---- -- UGE-----1 GE I 0 < W = d E IAd � „ I I I s I d o o U Q U O � �r� \\ LLLL LLLLL I I I PROPOSED , F- F- -_ - - - -- A o �� _�� LLLL 1 TOWNHOME - -- - � \ _ \ LLL � LLLLL II � , / S l U \ -I \ I LLLLL / S I I I J \ r I �_ PR POSED I ------_ --- -��~ /I I TOWNHOME I� \ � LLLLL PROPOSED � r \ L / Q \ \ ~_ \ I LLLL TOWNHOMES ; - � 1 ' / � LL LL LL L C U' W rI L LL LL LL L - - - --- - _- � --- --- — - — s s W r� A w w —� W W s _ tf O — — — �.— —f� O �I \ �\ I �i� \ - O oil SS, `SS U •!I I \ \ I �1 / W W- W W W W \ p O J IRR I --- I I � in W �.� �RF� IRR IRR --ERR — I I o PROPOSED Z �.� �� PROPOSED PROPOSED ,� z � c� + , I , - TOWNHOME LLI TOWNHOME ' TOWNHOME '� Q I J IRR IRR IRR IRR IRR IRR � v O 1 + w + U (n \ � SS\ONAL FN . SHEET NO: 00-110, 15461 V) DRY UTILITY PLAN o o SCALE. 1 - 40 _4 U o ao so �j£OF �R�� DATE: � Feet �� F ND 8-24-2023 D PAGE NO: 34OF69 EP V' z CITY OF MERIDIAN STANDARD NOTES - ROADWAY O ® I 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE p ZD WEST USTICK ROAD REQUIRED TO SECURE ARIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR z � I ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. I ILu m ° d a d O G ------ -- --------- - -- --_ - �s - ------- - - --- ° d a 2. PUBLIC RIGHTS-OF-WAY TO ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE P � - - - -T - --_ _--- —.. .-. Lu INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. -- -- — ENGINEER'S NOTES 0 / I , 1 SHEET V I - C-5.4 I 1. ROAD CROSS SECTION PER DETAIL 2, SHEET CD-2.0. PROPOSED COMMERCIAL I PROPOSED s SED BUILDING I I APARTMENT III C APARTMENT BUILDING -� BUILDING I 0 i I I i T� i ill I 1 1 ^ , -------- , ' ` I V -- I m ; i-- ----------------------------- Z -------------------- CL '"-- SHEET �_ —_ I ' __ T 1 I I I ' 1 �J 1 -_______ L V I �ILL _ C-5.3 ' ' — ---- - �m I I , \1 (� Y ----- - < I I I , , r --- -------� ,�* — —— ——: _ - — U o ---- ------------------ ----- s EP (D 0 � — z Z \ - -W PEBBLESTONE LN ? ,- W PEBBLESTONE z o Z __ ; ,' DRIVE PUBLIC _ � mw � 1 PROPOSED � ► — -� - -----_ � (PUBLIC) o � I , COMMERCIAL BU z ; I _ _ II — - --_ _- -- LL CLo; v III / i� _ , -- -- — �� "' N m , - — —�_ _-_ � i (Y co W PE LN - SHEET --- ui < , , I U) 'o C 5.4 I �; " I I ; / _ __ TOWNHOMES I TOWNHOMES `,,- r ; I�I L ��; i i I I I — u II lorno , ; II - \ SHEET co I __ __ 1 7 1 I \ I I N N N M co L N N N M N N M I I — T ° II 'r I PROPOSED - Rp�gf_p - - C-5. � I I N N w ; I I �I I I ti 6A I rn Ln o u I ;m TOWNHOMES I _ I N o N 4 Q �� , I I ; TOWNHOMES r 11 /I Lo Co Ln I� o TOWNHOMES ; ; -- fZflP$S�fl z v ' � I I I I U z Z Z Z Z � OI TOWNHOMES I U Y U U 0101 m I ' m -- 0 \ �r i I I ; ZI ; �, I , ; �I� ; -- --- -- U) 0 � Z i —— —— ; ; 1 i �ii w u) (n v - ; - P.QPlasEa Z � � u' "' u' r` __� - ; ; TOWNHOMES N ; A I w o o _j U) U U z \ - II li I i - -- I o ; I wwzQ } Q } O TOWNHOMES i ; -- f�F}P8r' fl > > a U U co Z wwo � "' I � - � I o o > SHEET -- -- -- I � ; TOV�IHOMES I w w w ILLw w _� II T I _ _ I z z ; I ; w w w2 w2 , N _ J J � � L.L � L.L _ I F�1 I I I I I I I __ __ U U O Q O Q O PRQEMEa TOWNHOMES I I I co \ - -- ' � ' I o U Q ~ Q ~ M J a \\ i \ I -----I 1 i TOWNHOMES I __ D��+L o p ° \ j I 1 I ; Re r D�JL� N M Ln Cfl f� Z I \ \ N I I c ; TOWNHOMES 1 WTI I N \ it I __ RQ�EQ l -- -- -- N \ \ \ I ; i \ I �i ; N \ ; I TOWNHOMES _ __ ; I U z z z ' C' U Y Y \ I TOWNHOMES co, ___ ` I l I I i -- !n I �Z I I I — 1 I z z Z TOWNHOMES I ° \ -- ' ' I o Q Lu w a � a'1 \\`� r- - � I I � � w 2 d o \ \\ I'`- PROPOSED I -- -- -- a o o Q o \ I I I I TOWNHOME ; I __ ' \ J\ L II J r i \ \ I PROPOSEDI PROPOSED I Z T V�/NH M S TOWNHOME I W -------- ----, \ \ I — / —— —— __ __ Lu c \ \ �Cr) LLI z W SINDON LN ' W —� / I z O U __ SHARED DRIVEWAY a Z j / • I I I I , ,- z w /�/ z Q I ROPOSEL PROPOSED I PROPOSED , Z (� J W a c� �� — — J I � ; I � TOWNHOME TOWNHOME I TOWNHOME I J I I Q 7 d 73 I I I O \ I + O�SS�ONAL FHc ?E� SHEET NO: ROADWAY IMPROVEMENT PLAN INDEX 15461 o C-5.0 SCALE: 1 " = 40' TE OF��P�.�' DATE: L 0 40 80 F 8-24-2023 Feet fn PAGE NO: 35 OF 69 z I- J ZD 5 0&5 w CITY OF MERIDIAN STANDARD NOTES - ROADWAY o 0 � b af w �U � L7 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE Lu REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR F- a - ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. Lu 2.0% , 2.0% I + 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. ' I I ENGINEER'S NOTES h I I 1 I I I I O C) ' o i Un (n (n (n U) I I W - I I w w w w w w I U) O I 1. ROAD CROSS SECTION PER DETAIL 2, SHEET CD-2.0. � � I lo2i I � � � I I o � I O = -----; I U) m I o I Iwo o o o w o I a Z = I I0 = I = I = I = 1 0 = O � J ; PC 1+07.23 Z a- Z Z Z Z a- Z I i � O I U m w o I (ELEV=2572.04 I to 3 I 3 I 3 I 3 I O I J I i O ,� O O O O � O I r2 I I I I 0 I I I STREETLIGHT PER I I I W w _LP 1+69.15 , HP 2+74 97 SHEET C-7.1 R1-5L 36" X 36" SIGN PC 4+65.01 wLu I ELEV=2571.45 O O ~ \ ° ELEV=2572.08 P E R AC H D TS-1113.06 , O = I Y o `\ ELEV=2571.20 Q - �ti�l PT 1+86.38 _ I I W Z U ti ELEV=2571.50- = - I 0 I I O I O M ��h - ------ --- I z z 00 5 1.42571. ; �O U o LP 4+99.20 / 2+QQ ------ ------- 3+00 -0.5% 4+00 Ci -0.5% ELEV=2571.06 ' I I m LL / _ ' N ZION PARK-AVE- o �` z0 O I / l ` 2571.18 2571 19 ~ N i `�\ I I m (PUBLIC) ---------------- c) ----------------- -------------- ° Lu co IL L0 _ T7 / - -------o ----- ' `1�' R1-5L 36" X 36" SIGN ' I `6 20� 26 2 / I _ , 2572 I I I I I PT 5+16.34 / I �° _N _ I J� / I I % , , PER ACHD TS-1113.06 I I I CROSSING STRIPING I I \\ kELEV-2571.11 �� \ ` I W o I I I I PER ACHD TS-1112.03 I 11 ELEV FIT �2 60.1 ; --- -- AND TS-1113.06 °Io, \ - 5 3 6 ' \ , U `+ z -- ' w I I I I I I __ + N N N M M --� 1 , Un Un Un (n (n W PC 5+69.80 O hO` N N N N N N N W O z I I I W I W I Iw I I w I Iw I o I m I I p I p l I m I I I ELEV=2571.89 Cp I -- a �' N o N C° C° Q o I I o I I - --------- -- In °o m 4 � co r- 0+ O wO W0 0 w0 cO I 2�71. �"� 6X M " I I = I lo = I 0I= I = I ol= I � z mob° 6+74 � � Y � � � � m I w I 3: I 1 0- > I BIZ I Q >Z I a- I p > i . - - --� O > I I O > I O I� I O > I ,� , 2572.0 - J I 5% o I I m I O _ _ _ 2572.4 2572.82 o O o O o i 1 m i O I O 10 O a to I ' --- -- --------- -- w cy)U U � co > LU Q i I �- cn co L I LLI W Of cn ' I i I I I l i I , N 1//i �� ------ -- / W W z O 0 W W a ¢ U N U Un c � � w iL W W tY W tY NZIONPARKAVEPLAN wwu- � u- W u- o U U p p 0 p 0 SCALE: 1" = 30' o a _ N _ N �_ 0 30 60 C° °� U Q Q c a) Feet J p o N c co Z q CURVE LEN.=89.87 CURVE LEN.=25.21 N K=29.95 K=14.10 g LP 4+99.20 HP 6+48.99 N LP 2571.06 HP 2573.65 o CURVE LEN.=95.00 CURVE LEN.=80.00 N 0- 2575 K=32.62 _ K=53.87 2575 Y Y v LP 1+69.15 H P 2+74.97 7_10 0.71°o LP 2571.45 HP 2572.08 .5 /o _ _ o 0 0 Z Z o Q co w a \ STA 1 57. 3 AT H E IS ING 1jeL. IV ELEV_2571.49 0.99% _ / \ a U - / E EV 2573.67 ' MATCH E ISTI IG T - - 1 - U S Oil 9. 7 MATC Q 2570 _ N to M 2570 W o P IN E DRIVE - / c� j rn ti W L GRAD CX N - - - - � N ZLL o O T7 � 04 N N 1 wLIJ J � w 7 O L O CL LIJ N >111 w J N 1 I + r'd� p > > O > � > Q � n � W w a 1 Qw > Z 2565 > a a > \ w 2565 0 a ol; 06 d > > U - O m Q > > > z D Z Z o U) O p w ' J N J 0 Z a U 2560 2560 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+90 SS�ONA�FN CyF% SHEET NO: 00,10, 15461 N ZION PARK AVE PROFILE C�5' TfOF��P v 0 HORZ SCALE: 1" = 30' VERT SCALE: 1" = 3' F. NU DATE: L 8-24-2023 0 PAGE NO: 36 OF 69 z I ZD PER --------------r -------- _ ''`�I •II 1 I I I I I I I I I. � I o AND TS-1113.06 CITY OF MERIDIAN STANDARD NOTES - ROADWAY 0 Z Ur J ------ W I ' I I I I I I I I I I �� \ �,,� _ 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE w 1 , � , , ,� , , � , ,� , w I REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR o Z w w w w w w o 1 ++ O m 1 0 2 1 o Ig 1 m g 1 p 12 1 w I I ---- --------- ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. N ' ~ O w o w o o LL1 0 cn o 1 2 71. ►�`'� s`b ' I I I l o = I � I= 11 UJ1= I z I I I o _-- 6+7z W I w z , , w z , a- ,z , Il z , a lz , I i ` 257 0- - __ _ 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO I J m 1 I p O 1 1 p O I O O ' � O 1 O O I � O I i _ 2572.4 I INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. • 2572.82 -- -------- II- ENGINEER'S NOTES EJ E] Lj 1. ROAD CROSS SECTION PER DETAIL 2 SHEET CD-2.0. I , - - I 0 /I PC 7+32.57 V p ; i =- _- - -- --I _ PC 12+95.02 ELEV=2570.8 3' ELEV=2570.47- 12.0% N 7+00 � ------- I I II J w Z O I ; J 1 I ,gyp , � =_Ea z I � Zr� h - - - 7/- �-- I Zit LP12+19.615 I 0 IN ----------------- ----' �� FZ��95 PT 7+89.70 I 1 1 1 1 1 p I i 0I ELE II 21569.79I II -- ' LLJ ELEV=2571.0I 1 � I n I U) : LP 12+06.83 I I jZa 0 w w w w � > - 0 H �II, p�I, I1, p�1, II, p�, OI ; -E-L-E-V=I 256�9.�8 2 N w 2 1 2 1 I I iItII zz L-mL nO WLLJ O O nl O U nO n n O = = OI=rn O -2.0° PC 0Z 0 z � Z IPT 11+94. O 8+18.17 O 0 N � =2571. O ELEV=2569.88 U �ELEV27 �I O I �1 O �1 O o ;� CD+ T Z!, I HP 8+59.57 104co II ' j ELEV=2571.43 w x Ico ------------- O Q c) t I I + I I I I I ; ; / I ; ; �'� Cn o F PT 8 88.89 j I 1 w + ►� ELEV=2571.40 I i i ❑ II , ------------- --------------- ------- ------------------------------------------------------------ g I g+00 0.50% ?571 m 10+00 11+00 I � -�- _ c _ -0.5% cir) - - - -- --- �I ' \ Nn N N-----_ N � M - co Ww m MN f 15TH LN N------------ II cRcT �_ ------__------- --------------- U PC 11+30.36 � I z z z z z z w T 0 I / ELEV=2570.20 i w \ I L------------------------------- L -------- 0 I i (n iU) :14 ; / I II t] U L i z i I i / I W O W O o ---+ -- W 5; LLI cl) �O I I I I I JLu __ _ __ 1 �' + / Ill J J cn ,N , I I ". I I I I a . .// Iu WwzQ >- Q >- O 0 W W a U N U (n c NW 15TH LN & W SINDON LN PLAN w w w 2 w 2 SCALE: 1" = 30' U U O 0 W 0 W c o 30 60 Lo b U O U O c o c > _ _ c Q U Q U O Feet J O N O N CO � O N N O NO N CURVE LEN.=91.77 CURVE LEN.=50.00 K=27.27 z z z 0- 2575 K=34.87 LP 12+19.65- 2575 O U Y Y U HP 8+59.57 LP 2569.79 o o W Y HP 2571.51 O PEBB ESTONE o Q Fn w a E _ PEBBLES ON a o o Q o LN G AD DRIVE VALLEY 0 2 GUTTER RIM z J QLu- - - If0 2570 \ / 2570 J ui- - - LL u z Fn LL N 7 - w � SA700. 0 I` ti cq+ N O - E EV 257 .17 + N + I� > °° o � J 0 a 2565 04 a a a N � 2565 O 00 J Z > > ¢ w > Z U = Q w J > J a Lc) � z 2560 - 2560 S\ONA�F 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+70 �oc��C`'� �NcyF z a SHEET NO. 15461 NW 15TH LN & W SINDON LN PROFILE ,�. �o 00-110,C-5.2 TfOF��P v 0 HORZ SCALE: 1" = 30' VERT SCALE: 1" = 3' F. �' DATE: L 8-24-2023 PAGE NO: 37 OF 69 z I- I ZD PC 18+28.21 PT 16+72.00 __- _ _ _ ELEv=2569.93 -----�--------------------------=------ ' z ' ; _______________________________________ CITY OF MERIDIAN STANDARD NOTES - ROADWAY o _ -� , , oc ELEV-2569.54- T C.7 70 ---- I I I /�/ � -I I I I I _____ ______ ____ __ - - 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE II570 PRC 18+60.07 L ----- LL.I V - --------' - - -- -- - ------- ,- - o ELEV=2570.01 _ _ - - - - - _- _- J REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR )� 17+00 0 0.25% 18+00 , o - m i - ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. Lu , I N I PT 19+15.31 ------ - I 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO '- - ----------- PC I20+39.76 �_________________________ _ INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. \ I `- / \ \ ELEV-2570.17 I PC 16+05.08 / 8\° ------ ``� \ ELEV=2571.08 1 ® II ELEV=2569.37 it - ------------------ --------------------- - - -- ------ _ EL 20+65.1 27 - - - ENGINEERS NOTES PT 54 1 1 I I 9 57� EV 257 . I - - - - - '� ` 0 71. - ------ W PEBBLEST� ______ ° I 1 o - o -0.75/° - 20+00 d _ 2571�' 4- - � 70 co l PROPOSED COMMERCIAL N' N DRIVE (PUBLI 1. ROAD CROSS SECTION PER DETAIL 2 SHEET CD-2.0. Z IIT I� ; ! + �� W PEBBLESTONE LN �`� '' ,/ +o BUILDING 7 00 0 - rI 2.o°i°I I I I ---- / p ------------- :-0.9z 2 ( J fll II I LP 15+58.65 I I ----- J ; � ° ELEV=2569.33- �� - III / ,��,-_� -- -- -- -- 257 �18 W --------' -- -- ---------------------- ---------- --------------_ - O � LL O � 22 00 23+0 � 71 ,, , ; � - s __ , , I - - - - - - ' -------------------- - ----------- - - I -1.1% ------------ / , '', '' I ti i 2571.1 U ti I ---------------------------------------- - I c - �ROP�EB- -- - I I o fl�$ROSrE _ ' z � C 2.0%� ,� -/ -_ - --- -- ' , \ TOWNHOMES N TOWNHOME ~ Q J h7 III , I I I / ,'� � I I R I -- -- --- O N co � 00�- v1 L7 t O r_ I - � c //m/��l l ; 28 z VJI I , i I i 1 i� i co V I ESMT -- -- -- -- _ I �l W III I PROPOSED I ' o > �„ D o 26' I; TOWNHOMES I + - I -- -- -- C) Z7,� Cn TBC-TBC ! PROPOSED r W - PROPOSED p __ , I TOWNHOMES I >II PROPOSE TOWNHOMES X II I I IL-i I II _ i TOWNHOM � U 2.0 ja PT 14+61.40 w O ELEV=2569.62 n I I I w V / '' I ' - \ O ' I ' __- N N N M N N M w ° I I I ^ J I I I z H P 2+74.97 N N I I I I I � r / I i i i O N O N CD CO o ELEV=2572.08 I I I I Q �I /' -- -- - I N ' O L. corn 4 � O r- 0 1j�+CIO `�� __ PROPOSED -- I + - { TOWNHOMES I% `� ; z Y z z z m - 00 I I I PROPOSED ; \I v L I I o I I ( I TOWNHOMES -- -- ; IU w - , , I / I , w p w p o •-- - - -- -- -- ' TOWI�IOM U U I w can co � � I ............... ----------- ; > Ofw � w ' ' I cn Z Q Q O� 0 w w Q \.J N \.J U) 70-0- 9 3 w i� � � wwofw ()f z z w w W PEBBLESTONE LN DRIVE PLAN -i -i o M 0 o SCALE: 1" = 30' o > v - v cD m U Q U Q U _j 0 30 60 N O Feet N c� 'T � co � Z 0 N N I O NO O U I CURVE LEN.=125.00 CURVE LEN.=50.00 0 C) Z z z 2575 K=147.23 K=99.98 2575 LP 15+59.11 0 0 P 2569.30 Zz °AT H z a o QE M TC MATCH STI K NTNEo IND N AN RI E GRAE E 1 _ 7 to- 2570 - - ° - - - - - - - - - - - - ° \ / 2570 J W�� - - / l EL V 2 71. 9 LLJ W J \ z z LL TA 13+ 4.7 O 0 0 LE 2570.02 � � I Mo `"? oo - o o > (n a Oai I + L + mN Z W I` cfl I co N 2565 0 > I / c`n�l `r'Lu w H 2565 m J � w I ¢ w UW - Z L fn 1 � � U a as w a s I d > > J L J >> a O U c L 2560 1 1 1 2560 SS�OHAL FN 13+60 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 20+94 4�0�� vICENSfp % SHEET NO: 00-110, owl" �, 15461 W PEBBLESTONE LN DRIVE PROFILE ,�. �o C'5.3 LTfOF��P v 0 HORZ SCALE: 1" = 30' VERT SCALE: 1" = 3' F. �' DATE: L 8-24-2023 PAGE NO: 38 OF 69 z F— I ZD z ZD O O U oC CITY OF MERIDIAN STANDARD NOTES — ROADWAY (' W ¢ \ 2-570 `� 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE w u — — — — ________________________________' -25M — Y I `�' REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR 17+00 18+00 ° I z i ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. OUI I 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO I ' I INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. I I ,I W II , --------7 I I , `` . I I I I I ® a 11 z -- — , II m I , ENGINEER'S NOTES _--------------------� �- I II w I i W I O \ -------------------- O waILL r + 1 ! o 1. ROAD CROSS SECTION PER DETAIL 2, SHEET CD-2.0. I ______ ,0 co � r � PROPOSED COMMERCIAL IIII Q I; � � �T ! BUILDING a o J z IUj J V O — I I � I z G II I ; L------J I U d — 5 1.4 \o)h ------ 0 a I I ! L o � PC 23+31.82 J I I I I ; `� m ELEV=2570.76 0�0 ; 2571. 4 cy� 2+ U) _ _ - I I__ - ELEV+49.12 -- - 2571.20 U' O I ` ' '------------------------------ --- ------ --- ----- = ti -257 2 I , O 122 0o W PEBBLESTONE LN_ 3+o N _ 0M0 I D I r----------- ------------- I . -- 25---- O _ 51 �..� --, . �, 257 z O Q I ' 0.87% - - - 3.02% N (n o \`` '-� ---- ------ I ~ W O z _____________________—__ - ` �/� o LLj 24+00 ----- --- — L VJ �. m 25+00 0.42% o I �; I = 257 z O LP 22+43.12" I—- - - m 26 2 O e I HP23+64.82 __ __ ___ -� N m--+—USTICK ENTRANCE — — - - U L 00 �' I ELEV=2569.02 z � O I I I ELEV=2571.44 /I N I I I \� �I I 1 0 --------------------------- > + ' ' w r I i- -- - LL.I I I I r �- ------ - '�. z p mII d I! I I I -- -- -- I I a / -- I ` W ' I W , ` O I i I O i -- -- -- O T I i -------� ``� O z L; I I I I PROPOSED I o N O I I I I LL I 1 I TOWNHOMES I + o l 0 t °' I — PROPOSED Y ; ; N j ' I I � I I I I u I I i I I TOWNHOMES V ° z W L w I I I J I I M M �' I ; I N N N M N N PM W H M N N I M �/ i ; , W i 00 O� Lp CO p C W I ,r , Auj VJ I Q i i I i I i Z U Z z U U U } i I W ; I I I U Y U m U, / I N PROPOSED I ; _ w I I o +GO -- -- -- II cn _1 I TOWNHOMES a ' O z I I I -' 0 0 p I i i IF- J 0_ i ; I �\\ ; �� W P M C) U I i I i J i — I I r > W W O I I I I I I I \ W N N Z --'' — — — I I ELEV=2 7 W W z p p O �_ w �" � I I p I d m I ; PC 7+3 55 0 U p v cn Q Q > > Q_ U N U co I I C L , L i i v II I i I l _ W of W � .-------� I . \o�` �_ - Z Z > W > W W W W 2 W 2 J J of W (L' W U U O p 0 p 0 2 c o a _ � I- W PEBBLESTONE LN PLAN USTICK ENTRANCE ROAD PLAN " Q Q o SCALE: 1" = 30' SCALE: 1" = 30' N � � Lo (D r- O 0 30 60 0 30 60 N Feet Feet N O NO O O N U Z z z CURVE LEN.=80.00 CURVE LEN.=30.00 U Y Y U K=20.57 K=14.35 0 w 2575 LP 22+43.12 HP 23+64.82 2575 2575 2575 Z z z U ° 2569.01 HP 2971.44 a o o Q E MATCH MATCH W 0 0.93% PEBBLESTONE- 6 MATCH NW 15TH — — _ C:v LN GRADE MATCH E ISTI G R DE LN GRADE — — — _ _ =0. 2% _ _ _ _ _ Z Q J o EXISTING RO O ED DE — — — _ W uj L 2570 2570 2570 2570 Z -0 87° — — �`? "' RO O ED DE L u � z � LL O Z - + - o � O U M '^ O H + O /1, OLLJ O + N N I� > a O a w > p 0 J od ILL Lf ILL 2565 `� N ~ J 2565 2565 w 2565 z m Z Q a s W U) m Q W J N ~ J a. LL a O U > c L SS\ONAL FN 2560 2560 2560 2560cyF% 22+00 22+50 23+00 23+50 23+80 24+00 24+50 25+00 25+50 26+00 26+30 SHEET NO: 00-110, 15461 C-5.4 co W PEBBLESTONE LN PROFILE USTICK ENTRANCE PROFILE gTfOF��Pv DATE: cn F. NORM L 8-24-2023 HORZ SCALE: 1" = 30' VERT SCALE: 1" = 3' HORZ SCALE: 1" = 30' VERT SCALE: 1" = 3' PAGE NO: U 39 OF 69 C� z J CITY OF MERIDIAN STANDARD NOTES - PRESSURIZED IRRIGATION oZD W. USTICK RD I 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE U 0 POINT OF DIVERSION, I REPLACE EXISTING IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. Z CD I _ — —� � QQ IRR IRR IRR IRR IRR IRR IRR IRR - - - - - - _ _ IRRIGATION BOX Lu 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE / 5.33' I I ❑ I POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVISE MUST BE w 10+00 � CONSTRUCT 57 LF OF _ � — �I APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY 2" SCHEDULE 80 PVC 1 I I I - - - - _ _ � PROPOSED I � � 12.91 OF MERIDIAN WATER DEPARTMENT. CONSTRUCT 240 LF OF I I C CONSTRUCT 113 LF OF O A PROPOSED COMMERCIAL 2" SCHEDULE 80 PVC I I APARTMENT we 2" SCHEDULE 80 PVC - I SUPPLEMENTAL PRESSURE IRRIGATION NOTES BUILDING I I BUILDING n P POSED Rb I � CONSTRUCT 229 LF OF 2" � m A RTMENT I PUMP STATION 1. PRESSURE IRRIGATION MAINS SHOWN FOR UTILITY COORDINATION ONLY. SEE LANDSCAPE 4 781 SCHEDULE 80 PVC z I BULDING DETAIL SEE SHEET DRAWINGS BY RODNEY EVANS + PARTNERS, LLC FOR ALL LINE SIZES, FITTINGS, AND - I I APPURTENANCES. 1 00-111, oo C-6.2 AND DETAILS _ E I I + ON SHEET CD-2.0 & z I I CD-3.0 2. THE PRESSURE IRRIGATION SYSTEM WILL BE OWNED BY THE LENNON POINTE HOA. U w w _ I II i I m � I I CONSTRUCT 15 LF OF J - I I 05' I I I I I I I 3. THE PRIMARY WATER SOURCE FOR THE PRESSURE IRRIGATION SYSTEM SHALL BE SURFACE I 2 SCHEDULE 80 PVC I n-T� I � WATER CANAL OWNED AND OPERATED BY NMID. THE THE BACK UP WATER SOURCE FOR SEE SUPPLEMENTAL — — — - �; CONSTRUCT 59 LF OF THE PRESSURE IRRIGATION SYSTEM WILL BE CITY OF MERIDIAN WATER. A REDUCED I I CONSTRUCT 73 LF OF - _ .I ACHD SD-611 PRESSURE IRRIGATION 2 SCHEDULE 80 PVC, PRESSURE BACK-FLOW ASSEMBLY (RPBA) SHALL BE INSTALLED PER DETAIL 4 SHEET CD-2.0. O �� IRRIGATION MANHOLE - , I 2 SCHEDULE 80 PVC RPBA MUST BE APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL Y o _ NOTE 4 SEE NOTE 4 N 1 CONSTRUCT 179 LF OF I W W PEBBLESTONE LNAl - � w w w w �� 7.43' QUALITY AND MERIDIAN WATER DEPARTMENT. O U F- CONSTRUCT 77 LF OF I O 2" SCHEDULE 80 PVC PROPOSED R I I T I I �� z Z 00 I I CONSTRUCT 107 LF OF 2 SCHEDULE 80 PVC 1 2 WATER METER & 1 2 4. ALL PRESSURE IRRIGATION MAIN CROSSINGS OF PUBLIC RIGHTS OF WAY, PRIVATE I— Z 0 Z I COMMERCIAL BUILDING I 2" SCHEDULE 80 PVC - WATER SETTER PER J Q - r CONSTRUCT 52 LF OF — R ROADWAYS, AND TRAVEL WAYS SHALL BE SLEEVED WITH C-900 PIPE AND HAVE VALVES __ 2" SCHEDULE 80 PVC ___________ _________________� IRR IR + STANDARD DETAIL W4 PLACED 10 FEET OUTSIDE OF THE RIGHT OF WAY OR TRAVEL WAY. Cn m � I Z — IRR- I R IRR 1.00, + (SHEET CD-10.0) z - 0 I _ _ SEE SUPPLEMENTAL56 0.50' ' �� - O _ O f11 I W PEBBLESTONE LN _ PRESSURE IRRIGATION nn II i" I SEE SUPPLEMENTAL C) m NOTE 4 PROPOSED PRESSURE IRRIGATION Z � �I- I IRRIGATION LEGEND 4.03 TOWNHOMES i I I ; NOTE 4 IRR O I 0 �I IRR IRR IRR IR R - �_ --_- ---- _- - -- R _ - - W PROPOSED _ Lu I + 1i�P Jf P - - - - - - ■ ® IRRIGATION VALVE �, I Icy m F- — 13.16'- i TOWNHOMES I _ ACHD SD-611 (j L I N - i _ _ _ I CONSTRUCT 36 LF OF 60' IRRIGATION MANHOLE (ACHD SD-611) W pip I i IA I I li ' �_ 2" SCHEDULE 80 PVC SEE SUPPLEMENTAL IRRIGATION MANHOLE I r I I I I _ = I PRESSURE IRRIGATION __�� I cn I CONSTRUCT 207 LF OF I CONSTRUCT 49 LF OF 1 NOTE 4 -- ' I (n I ' I CONSTRUCT 9 LF OF 1 � I I I � 2" SCHEDULE 80 PVC � I 2" SCHEDULE 80 PVC I ,� - �, - 2 SCHEDULE 80 PVC z i i PROPOSED W _ I I ' PROPOSED I� I N N N co N N co ' I'Tl I PROPOSED I I I TOWNHOMES I I i - - - - o o I I I w PROPOSED I I I TOWNHOMES I D N co I N Q ' 16.05' 16.02' I I _ M I N oN c� cfl ~ �o r I TOWNHOMES ; _________ - - - _ -- I II TO A/NIHOMES • I I O z � I g --------- ----- �_ I I � �n oo a� v � co � o + I I __ - -_ ---------- I I PUMP STATION OVERFLOW Y 0 m b I I I I ---- ---------- �- ' ' I � I � � TO KELLOGG DRAIN. SEE 2 U , PROPOSED _ - i Z I SHEET C-6.2 FOR wow o TOWNHOMES I N I U U 0 U Q I i I i CONSTRUCT 306 LF OF .....••..W - I I OVERFLOW PIPING PLAN. w U) cq CONSTRUCT 192 LF OF i -JI I i i i 2" SCHEDULE 80 PVC O I_ PROPOSED _I� ■ w � J � w � ' 2 SCHEDULE 80 PVC 1 w ' Z - - In I - - - I _ - i =_-----__ - _ _ --- - I I I TOWNHOMES I CONSTRUCT 443 LF OF w w z < } < } o r--=�----- --------__� m i 2" SCHEDULE 80 PVC w w o a v N v v� - - I _ o o > ILLI I I I I Lu I ' ' ' �L— — - - - - —__— ' H H w w w w w \ I I I PROPOSED _ I � i - i I r- ww � w2w2 CD ZI i TOWNHOMES I _ PROPOSED _ _i I CD I 000000 w w 10� w I \ \ I TOWNHOMES ' �. I I� mo o ~ U U O PROPOSED I � M U Q Q \ �"O \ \ \ �j ______________ __ III= PRESSURE IRRIGATION MAIN, I C TOWNHOMES -� o \ I I �- II i I � NcvLoco <` z o I v CONSTRUCT 36 LF OF SEE SUPPLEMENTAL PRESSURE r N ' = I ' III IRRIGATION NOTE 1 I � \ 2 SCHEDULE 80 PVC � I � n I L_ \ I � r I I _ _ PROPOSED CD I i \ \ I \ \ I z ; TOWNHOMES I� i I I I \ I \ r I I I� i - - - - - - -II II o N TOWNHOMES PROPOSED � 0- zU zY z Y ( � > — - I I I TOWNHOMES I o PROPOSED I I L- o z Y ° n \ \ i PRO�OSED i i a TOWNHOME TOWI HOMEF' , o , •� , \ , �\ � , I� I IRRIGATION BOX PER _ __-_ ---- , PROPOSED/ ' TOWNHOME 7.00� ' I ACHD SD-619 CONSTRUCT 136 LF OF IRRIGATION BOX PER J ' I•. _ - - _ _ - R - L_-- 2" SCHEDULE 80 PVC � I � - ACHD SD-619 � - � ---------- o4- ---- ---------- / kuj \�\ "I SEE SUPPLEMENTAL '� W NDON LN � _.' I ) - w I I I / \ PRESSURE IRRIGATION I I Z / \ + NOTE 4 �� C] ~ o I \ \ \ 2( 00 _- - - - - % 18 � + I z O s I \ Ifi 1 �� R SEE SUPPLEMENTAL 16 00 I — Z W CONSTRUCT 53 LF OF PRESSURE IRRIGATION (n vl —w W - _ 1 I ,�, �� I — 2" SCHEDULE 80 PVC . ' - _ /'� NOTE 4 I W O > �7 IRR IRR IRR IRR IRR IRR IRR:--____ R- , z I I I 7.47 KELLOGG DRAIN O � Q W ' N, PROPOSED I PROPOSED I PROPOSED m a i ' CONSTRUCT 245 LF OF I ti\ �, TOWNHOME TOWNHOME z Q I r CONSTRUCT 61 LF OF TOWNHOME o i rsr 2 SCHEDULE 80 PVC 2 SCHEDULE 80 PVC ' `�' gT---- ----- ----- 5 21' W U) O U' IKK IRR I R IRR IRR IRR J Z� 7 o CONSTRUCT 35 LF OF CONSTRUCT 190 LF OF 2" SCHEDULE 80 PVC 2" SCHEDULE 80 PVC L NAL FN ID IRRIGATION PLAN a SHEET NO: u) SCALE: 1" = 40' 15461 �o C-6. 1 U 0 40 $O Feet F O�R��'� DATE: ME:JL 8-24-2023 Q) PAGE NO: 40 OF 69 C� z � z a O ZD U O U) PROPOSED IRRIGATION MANHOLE � REPLACE EXISTING IRRIGATION ACHD SD-611 STRUCTURE WITH 4' x 4' STANDARD 18" PVC INV. IN (N) = 2567.33' Lu IRRIGATION BOX 18" PVC INV. OUT (S) = 2567.23' Lu 18" PVC INV. IN (E) - 2570.50' PROPOSED CLEARWATER RIM = 2572.61' 18" PVC INV. OUT (W) - 2570.30' SCREEN AND WET WELL STRUCTURE, KELLOGG DRAIN STRUCTURE EXISTING 18" PVC DETAIL 1 , SHEET CD-6.0 PROPOSED IRRIGATION PROPOSED 4'x4' STANDARD 0 EASEMENT, SEE NOTE 3 359 LF OF 18" PVC OVERFLOW PIPE IRRIGATION BOX, ACHD SD-619 IRRIGATION PIPE PROPOSED PUMP STATION, o 18 INV. IN 2565.44' DETAILS, SHEET CD-7.0 AT 0.5/o SLOPE TO KELLOGG DRAIN ( ) 24" INV. IN (E) =2563.82' (ESTIMATED) 11 FT OF 18" PVC PIPE o 24" INV. OUT (W) = 2563.82' AT 2.0% SLOPE o r... --- ------=i +00 13+00 `ter' 14+00 15+00 11 00 00-10, 0 I I d2jI lc�I bl 1 bbl b2il b2tl bbl bbl 2i di ll 2ibl b2tl M& lc2 l b2il bJ& Hdil IRR IRR IRR + 2572 ai a 72 U — -- p l a I J w - I I 60 LF OF 18" PVC OVERFLOW PIPE o �I PROPOSED WEIR BOX, AT 0.5% SLOPE TO KELLOGG DRAIN 2 IRRIGATION MAIN LINE, +co DETAILS, SHEET CD-5.0 I III REFER TO LANDSCAPE PROPOSED 4'x4' IRRIGATION I I PROPOSED IRRIGATION MANHOLE I PLANS DETAIL FURTHER i WI Y N BOX, ACHD SD-619 SEE INSET, THIS SHEET 3 I ACHD SD-611 KELLOGG DRAIN I O oU c) 18" PVC INV. IN (E) = 2570.11' I I I 18" PVC INV. IN (N) = 2567.73' 24" CMP PIPE I I (D O c') 18" PVC INV. OUT (S) = 2568.89' 18" PVC INV. OUT (S) = 2567.63' l I I I I i - - ---- �_ z Z 00 I— ----� � I RIM =25\�581 i i i � -L- J Z � II I ! I I I IIIco Ld zoo IRRIGATION DIVERSION PLAN m a SCALE: 1" = 30' o so so Z Feet 10� T_ C c0 w PUMP STATION NOTES cf) REPLACE EXISTING STANDARD W 2580 IRRIGATION BOX PROPOSED W IR BOX 2580 P E B 1. COORDINATE OVERFLOW TIE IN WITH KELLOGG DRAIN ARD ARDIlIKKIUA ND RELOCATION CONSTRUCTION. TU ER C D S -611 I ISP N N N N co N N N M N N M w ISP C D- 19 0 2575 — — — — — — — — _ — — _ 2575 2 GRAVITY IRRIGATION PIPE TO BE SDR-35 PVC. N o Co °' ( ~ p — — — — — _ — — — _ o — _ _ _ un oo a� v � co � o L 4 F 3. PROPOSED IRRIGATION EASEMENT SHALL BE IN FAVOR OF THE Y 0 m C PIP o 257091 ° 2570 LENNON POINTE HOME OWNER'S ASSOCIATION. 0. 0% 4" KELLOGG o o Q E EV 7 .� 8 T 0 18' ±/— RAIN PIPE w w U �'' w � VC PIPE0 ' o� o 0 0 z° 2565 � 2565 Z QQ >- Oo U ww � — N cy) co + IV c W N + + � w uj w IL CV CV Co Z Z w W W (n Q � 0 2560 w w + C° ti M 2560 � o w o w j- J J LL LL p O p O c W O 0 0 } } dt FT �� W co rn U Q U Q U o �n o — U H U H o O 0 2555 ° M N OL PE A HD SD 6114 . . . . . . . W CD J 2555 N co v un co `' z 0 N 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 O N O IRRIGATION DIVERSION PROFILE N U Z Z Z HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 6' o U Y Y o o w o w z z z CLEARWATER SCREEN AND o Q c w O I a 0 0 U Q _ WET WELL STRUCTURE, U o DETAIL 1 , SHEET CD-6.0 18" OVERFLOW TO KELLOGG J DRAIN Z Q p Lu 0) LLI J 11+00 L,L 0 a O — O O L > O U) Z Z 3.3 FT / a J � _ � o J 2ibl bbl Ibbl I 2i?JI 2ibl bbl 2i2i1 b W O od CITY WATER METER WITH z Z o \�� CURB STOP PER STANDARD W (n / DETAIL W4 J Q J PROPOSED WEIR BOX, REDUCED PRESSURE 0 SEE DETAILS SHEET o \ BACK-FLOW ASSEMBLY, SEE — — — CD-5.0 / DETAIL 4, SHEET CD-2.0 I S\ONAL ENS a� PRE FABRICATED PUMP � SHEET NO: N bbl bbl b2tl bbl bbl 21b1 bbl 2tbl bbl H2J 2tl b2il bbl bbl b2il bbl bbl bbl bbl 15461 HOUSE . SEE D� AILS �� _ _ _ (� 0: 1-3, SHEET CD-7.0 IRRIGATION MAINLINE PROPOSED EASEMENT IRRIGATION VALVE BOX, M W W W W s� o `�-6•2 co SEE DETAIL 4, SHEET �rG�4Tt,OF DATE: L CD-2.0 F. NQ SHEET INSET 8-24-2023 j SCALE: 1" = 3' PAGE NO: 41 OF 69 CD z i PROPOSED STREETLIGHT 56368C, TYPE 1 PER STANDARD DRAWING T1 J EXISTING STREETLIGHT, TYPE 1 PROPOSED STREETLIGHT 56369C, CITY OF MERIDIAN STANDARD NOTES - STREET LIGHTING WEST USTICK ROAD TYPE 1 PER STANDARD DRAWING T1 z0 ZD 1 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT U 0 pp -r _ _ VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPW ° °° s AN E NATIONAL ELECTRIC CODE ° ° \iIR \' R R \i IRR R IRR + + - �` _ --_iil _u - + a- ° uj ° D THE NA AL LEC '�% - .-6 ----g - a --- - 1� I� I �% \i �: ,•� 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE w ©� - 1 DO ' S • •°•° ' ° OOb e. . .°000 ; ;® I o I THE ONLINE CITIZEN PORTAL AT https://citizenporta1.meridiancity.org/citizenaccess/TO ° o 0 . w .q OPEN A PERMIT AND REQUEST INSPECTIONS. O PROPOSED COMMERCIAL o PROPOSED w Q + PROPOSED o I 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, LL -4 APARTMENT O BUILDING . ° p APARTMENT o BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 0 0 ' 00 BUILDING Z 000 o w BUILDING o0 00 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE o U I HYDRANTS AND 2' MIN. FROM WATER METERS. 0• rp^ �\ \• 0 I — SS Z) ss Ss ss— ' ° , ;oSS ' 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS Z / _ __ �s PROPOSED STREETLIGHT 56370C, TYPE 2 BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR I O \, i f r s w w LLLLLLLLLLLLL J I e rrr� - - - - - - - • LLLLLLLLLLL LL LLLL LLLLL �� LLLLLL LLLLLLL I SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO /res� ce �� • LLLLLLLLyLLL'L�LLLLLyLLLLL W I LLLLLL LLLLLL a° REQUESTING FINAL INSPECTION. J - \ f r�r / �5 ss ss— ss ` L LLLL LLLLL • g LL LLLLLLLLLLLLLLLLLLLL ° -L �G ° LLLL LL LLLL LLL LLLL 0 LL LLLL LLLLLLLLLLLLL • r �� EF,r / R 0 LLLL LLLL L LLLL L Z e \ rr 00 0.0. I I I o•. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR S III "o a o 0 0 0 0°0°0 O QUESTIONS REGARDING UTILITY CONFLIGHTS, OR TO ACCESS LOCKED METER PEDESTALS. � CIO N rrr + + + . . w w 193' w w w W PEBBLESTONE w II U' U o (Dpm D 1'� ., yrr I • ROPOSED ss — — w DRIVE (PUBLIC) I I M 00 rrrr f W-PEBBLESTONE LN z I I rzrrr�r I nnnnn�r�rinl BUILDING �/ 'D� ss s I — ss ss ss z ��rlr I ' t ��i t` LLLLLL LLLL L �� STREET CLASSIFICATIONS J m Lu PROPOSED STREETLIGHT 56371 C, TYPE 2 i �� Q — I I I _ / +, STREET FROM - TO PEDESTRIAN CLASS Cn I ®' �m ®�® oU� �•De Q•O 00 O ' J �' �aeJ -AbnooOo�R -en - I z (� F F-O F- - F-O� - F -o °-o °-o h `_ LINDER CHINDEN - CLOVERDALE LOW O y I •EOOOoo - ° n - - O LLLLLLLLLLLLLLLLLLLL 1'LLLLLLLLLL u C I I I // — SS m "^ �S PROPOSED STORMWATER LISTICK STAR- CLOVERDALE LOW `J L = I L'W PEBBLESTONE LN =LLLL LL II OPOSED STREETLIGHT 56372C, TYPE 2 z ° I I 99 hl;!S�� oo INFRASTRUCTUyRE RR toTIRR - IRR - IRR RR _ _- __ -_ PROPOSED U) 1 1 PROPO` - �' 11 I- + 1 TOWNHOMES I TOWNHO FIXTURE LIST w ° ° � I � A _ MES ®® + + ° GAS° v GE I� 7 ; M , I �' _ U; AS + + C ®® _ N TYPE 1 AND DAVIT POLE LIGHTING U I ° + . i Cn PROPOSED STREETLIGHT 56373C, YPE 2 1� PROPOSED ; ? m ARTERIAL ROAD LIGHTING SHALL BE AMERICAN ELECTRIC ATBO, 15000-18000 LUMEN, 125+ WATT, N BLACK FIXTURE OR CITY OF MERIDIAN APPROVED EQUAL. N N N Co Co fOWNHOMES TOWNHOMES PROPOSED ---- a N N N M N N M W 26 ch I 0 PROPOSED + - N o N °' ~ o I I ,II m r TOWNHOMES Q TOWNHOMES TYPE 2 LIGHTING � oo rn v Ln co I-- o g i z EnI GHQ®® — INTERIOR LIGHTING SHALL BE COOP USSL, 4000-6000 LUMEN, 115+ WATT, z U z z z z z LI ° � ,- - - I - - - + + °�° - - - - U � YUUUU Co I� a ; A + + ®® _ BRONZE FIXTURE OR CITY OF MERIDIAN APPROVED EQUAL. 0 - : 8' PROPOSED 1nf, Z ' o o 0 i—FW I - En U U O w o7 0 v TOWNHOME ILL `F I I Cn I PROPOSED STORMWATER "'�"' -N +i > w w �Fw PROPOSED STREETLIGHT 56367C, - P w 1 _ I INFRASTRUCTURE Z ° ' -- PROPOSED + v v z o �LL TYPE DAVIT POLE PER STANDARD S + + ®® ' J TOWNHOMES W w z Q >- Q + DRAWING T4 I —' As ° W W N w lJi ' + + of w of 2 W W � ' ' � Z Z W � W W W 2 W 2 — .\ \\ ��I . . . . . . . ° °E) 000 . . . ° PROPOSED - - ----- ----------- r I \J� �.... Z TOWNHOMES -- ' o C) LL I L LL 1 PROPOSED -- �� PROPOSED STREETLIGHT 56377C, TYPE 2 0 0 >- o 0 0 0 ° + . PROPOSED STREETLIGHT 56374C, LLL �� 1 TOWNHOMES �3 Q ~ Q ~ U U a> I I �0 I LLLL : N ;LL I TYPE 2 LLLL + + — TOWNHOMES - N o .� ° o I ° v pop + + � Id I I I LLLL I = 1 I r N ' LLLL Viz; PROPOSED + + 4 \\ AS \ LLLL TOWNHOMES 1 ° cClDi PROPOSED " '• z z z o I 1 \ / \ LLLL ' TOWNHOMES I I N LLLL o0o I N PROPOSED + v Y Y U / I r Er I s °O O 04 + rrr \ \I — 00000 + + ° °� �AS ° �E TOWNHOMESOL o 0 0 I \ r LLLL i D 1 ° ° n \ LL LLL LL + PROPOSED F- S �r o w I r L L LLL + + O < w = tl U E I \fffffffr LLLLL TOWNHOME 1 T1�/hILJ �AC Oo0000 0000° / a a LLLL U PROPOSED LLLLL PROPOSED LLLLL rrrrrrrrr U I _ � rrrrrrrrrr �_ �t1 JW iI I• I \ r rrrrrr rrrrrr rrrrrr rrrrrr rr r \\I y PROPOSED STREETLIGHT 56375C, TYPE 2IoI TOWNHOME -NI I --- -j 1 Q I w 1 I rf f r PROPOSED STREETLIGHT 56376C, TYPE 2 LL I _ - Z ' I / w w 212 ✓ w�E s ---- - J );tom- S =CAS '� s W s' W �SINDON LIN s -- I Z- o� ss O v- 1 L O 1 \ W W W• •, -W W r IRR I IRR IRR —TRR _ RR I -- 33' - R + I z Q U I r �rfr�r�r~r�r�r� J I • rr--� ��rF rrr I I#• # # _ Om � J _ � ,o PROPOSED PROPOSED o PROPOSED Z a Q i s + + rr 0 TOWNHOME 0 TOWNHOME 0 TOWNHOME Z W o i PROPOSED STREETLIGHT 56366C, + \ 1 TYPE DAVIT POLE PER STANDARD + + - �•�- �'� 1 �•� _ UJI J - _ _ _ PROPOSED STORMWATER - IRR IRR J DRAWING T4 I INFRASTRUCTURECn - U ` U) L Z ' SS\0 NA L�N ENS PUBLIC c�LF PUBLIC STREETLIGHT PLAN SHEET NO: u) SCALE- 1" = 40' 15461 C_7■ 1 0 40 80 UFeet OFOR�F�� DATE: L N 8-24-2023 Q) PAGE NO: 42 OF 69 GENERAL INFORMATION (D z THE PROPOSED PROJECT SHALL DISTURB APPROXIMATELY 7.75 ACRES OF A 8.63 J ACRE PARCEL AND USTICK RIGHT OF WAY LOCATED IN THE CITY OF MERIDIAN IN THE ZD I/ NW '/o, OF THE NW '/4 OF SECTION 01, TOWNSHIP 3 NORTH, RANGE 1 WEST. THE ANTICIPATED SCHEDULE 2022 2023 z � 7 W. USTICK RD V PROJECT CONSISTS OF CONSTRUCTING WITH ASSOCIATED UTILITIES. WORK THAT O IP I WILL BE PERFORMED FOR THIS PROJECT WILL CONSIST OF STRIPPING THE EXISTING WORK ACTIVITY S O N D J F M A M J J A S O U � ° s m 1° 4. ° PRE-CONSTRUCTION MEETING X z (D ° t •f' L a° s UPPER LAYER OF SOIL; EXCAVATION WORKS FOR BURIED UTILITIES, FOUNDATIONS oC Q>1 F SF SF SF S SF SF ° SF _ SF � SF SF SF SF SF SF SF •S6f•-.SF SF SF � SF SF SF SF ° N INSTALL TEMPORARY BMPS X Lu � 6 AND PARKING AREA; BACKFILLING; SURFACE RESTORATION AND LANDSCAPING. _ I CONSTRUCTION ACTIVITIES X X X X X X X X X X C w ~ /5 OVERALL WORK IS EXPECTED TO BE COMPLETED WITHIN TWELVE (12) MONTHS FROM I 0 I PROPOSED '. : . I 1 — THE START OF CONSTRUCTION. THE ANTICIPATED SCHEDULING OF CONSTRUCTION REMOVE TEMPORARY BMPs X T PROPOSED APARTMENT PROPOSED I AND INSTALLATION OF BMPS IS SHOWN BELOW. A MORE DETAILED CONSTRUCTION COMMERCIAL BUILDING APARTMENT SCHEDULE WILL BE ESTABLISHED DURING THE PRECONSTRUCTION MEETING. s , I BUILDING BUILDING a RECEIVING WATERS DEWATERING 00-111, 5 _ m THERE IS ONE WATERWAY IN THE PROJECT AREA, FIVE MILE CREEK. BASED ON THE SITE GEOTECHNICAL INVESTIGATION, IT IS ANTICIPATED THAT TRENCH — - Z C SENSITIVE AREAS DEWATERING ACTIVITIES MAY BE REQUIRED ON THIS PROJECT AT DEPTHS OF OVER 5 N ---- --j (n FT BELOW EXISTING GROUND SURFACE. IF DEWATERING IS NECESSARY THEN ALL TREES TO BE RETAINED OR PROTECTED ARE SHOWN ON THE LANDSCAPE PLAN. NO PROPOSED DEWATERING ACTIVITIES SHALL BE APPROVED BY THE CITY OF MERIDIAN T \\ `u I Z ADDITIONAL UNIQUE OR SENSITIVE AREAS EXIST ONSITE TO BE PRESERVED. PRIOR TO STARTING DEWATERING ACTIVITIES. SEDIMENT WILL BE REMOVED FROM iJ— mI WATER BY SEDIMENT BASIN OR OTHER APPLICABLE STORM WATER BMP PRIOR TO U Ll — CONSTRUCTION ACTIVITIES J — _ DISCHARGING THE WATER INTO ANY STORM DRAIN SYSTEM OR WATERWAY. J --- — - Q :;;XAI=PPn N ° THE PROJECT CONSISTS OF DISTURBING APPROXIMATELY 7.75 ACRES OF THE DEWATERING ACTIVITIES WILL COMPLY WITH DEQ SHORT TERM ACTIVITY EXEMPTION. PROPOSED W PEBBLESTONE LN EXISTING PARCEL CURRENTLY COMPOSED OF DIRT AND A CREEK IN THE CORNER OF PERMISSION SHALL BE OBTAINED FROM ACHD PRIOR TO DISCHARGING TO ANY STORM COMMERCIAL DRIVE (PUBLIC) I OUR SITE. THE PROJECT INVOLVES CONSTRUCTING WITH MAJOR ACTIVITIES z I I I , — — WATER SYSTEM. BUILDING — = N INCLUDING STRIPPING THE EXISTING UPPER LAYER OF SOIL; EXCAVATION WORKS U) — / FOUNDATIONS AND PARKING AREA- BACKFILLING SURFACE MATERIALS AND WASTE MANAGEMENT BMPS CD Y No z d I I ^ FOR BURIED UTILITIES, U � (v= RESTORATION AND LANDSCAPING. OVERALL WORK IS EXPECTED TO BE COMPLETED MATERIALS STORED ON THE PROJECT SITE WILL CONSIST OF PIPING, SAND, GRAVEL, (D 0 m N W PEBBLESTONE LN WITHIN TWELVE (12) MONTHS FROM THE START OF CONSTRUCTION. THE ANTICIPATED AND PORTA-POTS. GRAVEL AND SAND WILL BE STOCK PILED AT LOCATIONS OUT OF z z 0 T — PROPOSED PROPOSED SCHEDULING OF CONSTRUCTION AND INSTALLATION OF BMPS IS SHOWN BELOW. A THE WAY OF CONSTRUCTION ACTIVITIES AND AWAY FROM THE RIGHT-OF-WAY AND AT J Q — T I m --�� TOWNHOMES TOWNHOMES MORE DETAILED CONSTRUCTION SCHEDULE WILL BE ESTABLISHED DURING THE LEAST 50' AWAY FROM STORMWATER CONVEYANCES. ANY EXTRA MATERIALS SHALL m W ° I PRECONSTRUCTION MEETING. BE REMOVED FROM THE PROJECT SITE. PORTA-POTS SHALL BE LOCATED AT LEAST 50, Z s I r— p T m �� i POTENTIAL SOURCES OF SEDIMENT POLLUTION INCLUDE SPOILS FROM EXCAVATION AWAY FROM STORM WATER CONVEYANCES AND IRRIGATION FACILITIES AND LOCATED N m cn PROPOSED `.! OF EXISTING PAVEMENT, SPOILS FROM TRENCH EXCAVATION, PAVING OPERATIONS, SO THAT, IN THE EVENT OF A SPILL, CONTAMINATION WILL BE CONTAINED AND NOT z � TOWNHOMES PROPOSED PROPOSED VEHICLE TRACKING, AND STOCKPILES. ENTER THE STORM DRAIN SYSTEM OR IRRIGATION FACILITIES. PORTA-POTS SHALL BE a I I I z 8 i i i TOWNHOMES LOCATED ON A TRAILER OR STAKED. PORTA-POTS WILL BE CLEANED ACCORDING TO w w �-� I , � TOWNHOMES w I L I fll i I I'I OTHER POTENTIAL SOURCES OF POLLUTION INCLUDE CONCRETE WASHOUT AND w T , SUPPLIERS SCHEDULE AND REMOVED FROM THE SITE AFTER COMPLETION OF Cn z PROPOSED ;``� ; WASTE, SOLID WASTE FROM PAVING OPERATIONS, ON-SITE STORAGE OF W CONSTRUCTION. OTHER BMPS FOR MATERIAL AND WASTE MANAGEMENT INCLUDE: o T TOWNHOME -� PROPOSED z CONSTRUCTION MATERIALS, FUEL TANKS, PORTA-POTTYS, CHEMICAL STORAGE Fw _ TOWNHOMES I AREAS, AND GENERAL SITE LITTER. CONTRACTOR SHALL ESTABLISH A STAGING AREA ON SITE AND ALL MATERIAL p PC ' N PROPOSED STORAGE AREAS SHALL BE LOCATED AT LEAST 50' AWAY FROM STORMWATER O BEST MANAGEMENT PRACTICES (BMPS) �, I �\ OPOSED i i ;^i Z TOWNHOMES CONVEYANCES AND IRRIGATION FACILITIES OR AS NECESSARY TO PREVENT N N N <o <o TOWNHOME 1 i I II i BEST MANAGEMENT PRACTICES SHALL BE USED THROUGHOUT THE SITE DURING MATERIALS FROM ENTERING SAID FACILITIES. N o cc. c' � M w Q o I T Z , 1 1 1 CONSTRUCTION TO PREVENT SEDIMENT AND OTHER CONTAMINANTS FROM ENTERING THE CONTRACTOR SHALL MAINTAIN APPROPRIATE MATERIALS ON SITE TO MANAGE LO 00 m 'T � co � o PROPOSED i_�i iU LL / PROPOSED THE STORM WATER FACILITIES AND DRAINAGES. THE BMPS SHALL BE INSTALLED N I TOWNHOMES SPILLS FROM STORED MATERIALS AND CONSTRUCTION EQUIPMENT INCLUDING FUEL Y m �� TOWNHOMES D PROPOSED PRIOR TO CONSTRUCTION ACTIVITIES AND REMOVED UPON PROJECT COMPLETION. AND OIL. o I i < TOWNHOMES \ J = i �I I , , INLET PROTECTION BMPS SHALL BE PLACED AT ALL STORM WATER INLET LOCATIONS o 2 0 2 v \ i i i fll OIL, GASOLINE, AND ANY HAZARDOUS SUBSTANCE SHALL BE STORED IN DRUMS AND w p w p 0 _ r- WITHIN AND IMMEDIATELY DOWNSTREAM OF THIS PROJECT. INLET PROTECTION BMPS W p � p Q s SB k! , BAGS ON PALLETS UNDER COVER AND IN SECONDARY CONTAINMENT. MATERIALS > co coco � v I \ \ \ z PROPOSED l � i SHALL CONSIST OF INSTALLING AND MAINTAINING A STORMGUARD BRAND (OR EQUIV.) w w C SHALL BE STORED IN THEIR ORIGINAL CONTAINERS WITH THEIR ORIGINAL PRODUCT w 0� w 0� w °' ° SF Se v�F TOWNHOMES PROPOSED SEDIMENT CATCH BASIN INSERT IN EACH STORM DRAIN INLET AS INDICATED ON THIS � 3 o 0 o 0 z i LABELS. w w z >- O o �� pF \ ,��, TOWNHOMES r PLAN PER DEQ BMP #31 OR PLACING SAND OR ROCK FILLED BAGS AROUND SLOTTED > > Q ¢ p p W _ 5 i i i i PROPOSED w w o M cc, C5 A MATERIAL INVENTORY MATERIAL SAFETY SHEETS AND EMERGENCY CONTACT � � - � o ` MANHOLE COVERS. w \ TOWNHOMES w w E '� � /\ \ I INFORMATION WILL BE KEPT IN THE ON-SITE TRAILER. z z > w > w DISTURBED AREAS AND STOCKPILES LEFT INACTIVE FOR MORE THAN 14 w w w 2 w 2 NT PROPOSED J J M w � w ° \ m \ ; CONSECUTIVE DAYS SHALL BE PROTECTED WITH A TEMPORARY PERIMETER NO SEWAGE CONTAMINATED MATERIAL REMOVED FROM A TRENCH SHALL BE STORED U 00 o p o p c a , TOWNHOME OR STOCKPILED IN THE RIGHT-OF-WAY. o o _ } _ >- 0 II \ PROPOSE \_�, PROPOSED SEDIMENT BARRIER SUCH AS SAND BAGS, SILT FENCES, BERMS, DIKES, FIBER ROLLS, Ln o � Q F Q F J I \ \ TOWNHOM S _ TOWNHOME OR GRAVEL BAGS. STOCKPILES SHALL ALSO BE PROTECTED PRIOR TO ANY RAIN ALL MAJOR EQUIPMENT/VEHICLE FUELING AND MAINTENANCE WILL BE PERFORMED EVENT. OFF-SITE. ALL EQUIPMENT FLUIDS GENERATED FROM MAINTENANCE ACTIVITIES WILL N CO � � CO ti zz 0 BE DISPOSED OF INTO DESIGNATED DRUMS STORED ON SPILL PALLETS. N I �� \ \ N THE CONTRACTOR SHALL SWEEP_UP, SHOVEL, OR OTHERWISE CLEAN MUD OR DIRT CD l \� / \W SINDON LN FROM PUBLIC RIGHT-OF-WAYS AND OTHER PAVED AREAS IMPACTED DURING ABSORBENT, SPILL CLEANUP MATERIALS AND SPILL KITS SHALL BE AVAILABLE AT THE o SHARED DRIVEWAY I CONSTRUCTION EACH DAY OR AS NEEDED, ESPECIALLY DURING WET WEATHER. COMBINED STAGING AND MATERIALS STORAGE AREA. DRIP PANS WILL BE PLACED .o w I UNDER ALL EQUIPMENT RECEIVING MAINTENANCE AND VEHICLES AND EQUIPMENT N L f THE CONTRACTOR SHALL KEEP THE SITE WATERED WITH A WATER TRUCK DURING c p z z z 0- �/ /� \ / I THE HOT-DRY MONTHS TO PREVENT EXCESSIVE DUST. PARKED OVERNIGHT. LEAKS SHALL BE REPAIRED IMMEDIATELY OR PROBLEM o v Y Y p \ ------- / EQUIPMENT/VEHICLE SHALL BE REMOVED FROM PROJECT SITE. o I i ------ - i PROPOSED PROPOSED PROPOSED PAVED STREETS AND OTHER PAVED AREAS SHALL BE SWEPT ROUTINELY WHEN Z Z o \ �� __ __ ,� I TOWNHOM TOWNHOM EXCESSIVE DUST OR DIRT BUILD-UP IS PRESENT. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AND AN AMPLE AMOUNT OF CLEANUP o Q w a TOWNHOM E — �— —m _ SF �SF ----- I MATERIALS SHALL BE KEPT ON SITE. � o o � Q — S��SF SF- SF SF SF SF SF SF SF SF F SF SF SF SF SF SF SF BMPS SHALL BE INSPECTED AND MAINTAINED WEEKLY AND AFTER STORM EVENTS BY 0 ° THE RESPONSIBLE PERSON TO VERIFY THEY ARE IN WORKING ORDER. INSPECTION ALL ON SITE PERSONNEL SHALL BE TRAINED IN THE CORRECT PROCEDURES FOR ida 6 m REPORTS WILL BE LOGGED WEEKLY AND KEPT AT JOB SITE. SPILL PREVENTION AND CONTROL. NOTIFICATION PROCEDURES AND CONTACT O n �ONNECT m TO FIVEMILE CREEK INFORMATION FACILITY POLICE SEWAGE Z SHALL POSTED NEAR MATERIAL STORAGE AREA, TREATMENT o 0SWPPP PLAN o 50 goo THE CONTRACTOR SHALL DISPOSE OF EXCESS CONSTRUCTION MATERIALS AND ui SCALE: 1" = 50' Feet DEBRIS IN WATERTIGHT DUMPSTERS. z J J Z A TEMPORARY WASHOUT AREA FOR HAZARDOUS WASTE (INCLUDING CONCRETE _ 0 O 0 ESC PLAN LEGEND END OF PROJECT KEYED NOTES WASH WATER) SHALL BE EXCAVATED OR THE WASTE SHALL BE PLACED IN O a Z FINAL SITE STABILIZATION WILL INCLUDE SURFACE 1. STABILIZED CONSTRUCTION ENTRANCE OFF OF PRIVATE CONTAINERS PROVIDED ON SITE. WASHOUT AREAS SHALL BE LOCATED A MINIMUM OF O EXISTING MAJOR CONTOUR RESTORATION OF PAVED, GRAVEL, AND ACCESS ROAD IS REQUIRED. STABILIZED 50 FEET FROM STORM DRAIN INLETS OR WATER COURSES AND BE CONSTRUCTED z — EXISTING MINOR CONTOUR LANDSCAPED AREAS DISTURBED DURING CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PER ITD STANDARD DRAWING P-3-E, OR APPROVED EQUIVALENT. MATERIAL SHALL BE O 0 W a CONSTRUCTION. TEMPORARY BMPS WILL BE ELIMINATE TRACKING OF MATERIAL ON TO USTICK ROAD. ALLOWED TO DRY AND THEN DISPOSED OF AS A SOLID WASTE. z m Z o -- -- -- PROPERTY LINE REMOVED WHEN SURFACE RESTORATION IS 2. INSTALL EROSION CONTROL FENCING AS REQUIRED TO Z D Q W COMPLETE, THE WORK AREA HAS BEEN CLEANED, W PROVIDE ADEQUATE CONTROL OF SEDIMENT LADEN W SB SB SB SB 50FT STREAM BUFFER AND ALL EQUIPMENT AND MATERIALS HAVE BEEN J STORMWATER RUNOFF OUTSIDE THE PROJECT AREA. W PROJECT AREA REMOVED FROM SITE. 3. CONCRETE WASHOUT AREA (10' x 10') FOR TRUCK SHUTE a SF — SF— SF — SF EROSION CONTROL FENCING AND OTHER CONCRETE TOOLS WASH WATER. O PLAN DESIGNER 4. SOLID WASTE DUMPSTER. S N S\ONAL F Q��`` �,\CF� Ci�,F� KEYED NOTE WESTERN CONSULTING GROUP ENS 5. MATERIAL STORAGE AREA. U) °' KURT NORRELL 6. PORTABLE RESTROOM. SHEET NO: DC DUST CONTROL 7. CONSTRUCTION SITE ACCESS SHALL BE LOCATED AT 15461 s� X C-8. 1 0 RESPONSIBLE PERSON 1515 W. USTICK ROAD. �rG �j£OF ��P��' DATE: cn IP TO BE PROVIDED BY CONTRACTOR 8. PROVIDE DUST CONTROL OVER EXTENTS SHOWN. F NORM 8-24-2023 L_J INLET PROTECTION PAGE NO: FOLLOWING BIDDING 43 OF 69 C� Y H a O w � � w (�Q Q 0Jw a 70' 41' 144' 350' W. USTICK RD TRAFFIC CONTROL PLAN wY zoc cD�C - EP a "g TRAFFIC CONTROL PLAN PROVIDED IF WATER CONNECTION TO MAINLINE IN �W USTICK RD - USTICK ROAD IS REQUIRED. O o p A. PHASE ONE �, y • 00-110, THE NORTHERN EASTBOUND LANE, SOUTHERN WESTBOUND LANE, AND 0* CENTRAL TURNING LANE SHALL BE CLOSED TO ALLOW FOR �s m TR ° °— A AM —fie 228' _ _ ° �_ d° °°f ° 145'° ° 41' `m' FP 138' CONNECTION OF THE PROPOSED WATER MAIN TO THE EXISTING WATER MAIN. THE OUTER MOST LANE AND BICYCLE LANE IN EACH TRAFFIC DIRECTION SHALL REMAIN OPEN FOR THRU TRAFFIC. APPROXIMATELY J 28 LF OF WATER MAIN SHALL BE CONSTRUCTED. J B. PHASE TWO 0 • THE FURTHEST SOUTH EASTBOUND LANE, EASTBOUND BICYCLE LANE, 0 � = 00 0 z AND THE CENTER TURN LANE SHALL BE CLOSED TO CONSTRUCT U) CV o o 0 APPROXIMATELY 29 LF OF PROPOSED WATER MAIN EXTENDING SOUTH. 0 U CD THE SOUTH SIDEWALK WILL ALSO BE CLOSED. THE NORTHERN MOST z z oo 00 EAST BOUND LAND AND BICYCLE LANE WILL BE DIVERTED AROUND THE z p TRAFFIC CONTROL PLAN - PHASE 1 0 40 80 CONSTRUCTION AREA AND INTO THE CLOSED CENTER TURN LANE. THE m Lu SCALE: 1 40' Feet TWO WESTBOUND LANES WILL REMAIN OPEN FOR THRU TRAFFIC. " = z �_ 0 � 0 TRAFFIC CONTROL GENERAL NOTES z L m 0 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE IDT 0 Lu 0 IDAHO SUPPLEMENTARY GUIDANCE TO THE MUTCD (APRIL 2020) U o Y o AND THE M UTCD. U) O < ft Q LLJ Z O O w 1::o � ~ w o Q 2. PER MUTCD AND IDT IDAHO SUPPLEMENTARY GUIDANCE, 0 TRAFFIC TAPER SHALL BE 145 FEET EAST AND WEST OF cn CONSTRUCTION ZONE. N N N m N N cy) w ' ' ' N N c�6 rr a N O N CO - r am ~ . - EP EP 3. ALL SIGNS SHALL BE CLASS A BLACK ON ORANGE. Lo 00 m `T � co ti o 0 L a a 6T 65' 171' 350' U Y U U U U m ♦ 4. THIS PLAN MAY BE MODIFIED IN THE FIELD BY THE ENGINEER. W USTICK RD ~ 5. ALL WARNING FLAGS AND FLASHERS SHALL BE CONSIDERED AS � o � o o wcMin 0 - INCIDENTAL TO THE TRAFFIC CONTROL BID ITEMS. w � w � w z Q) wwz < >- < >- O_ - �► ~ 6. THE CONTRACTOR SHALL INSTALL PUBLIC INFORMATIONAL SIGNS w w Q ¢ U N U "� o o > 0 o ~ AS DETAILED. z z � j m ° y w w w w c m ° ° — _ L u- ° ° E - - ° 7. CONTRACTOR SHALL USE FLAGGERS ONLY UNDER DIRECTION OF ° 0 0 0 0 LL 0 _ _ s THE ENGINEER. � o co m 0 277' 62' 140' - - 0 0 0 Q U J & / co � Lf) CO I� Z CD A KEYED NOTESCD o L) =moo o z 10 WORK ZONE AREA ® TRAFFIC CONE (TYP.) N o 0 �2 "ROAD WORK AHEAD" SIGNS ED U z z z o U Y Y U U 05 PORTABLE CHANGEABLE MESSAGE SIGN o uJ 0 uw © FLAGGER Z 9 Y ° ROAD o Q w a E WORK Q o AHEAD o TRAFFIC CONTROL PLAN - PHASE 2 40 $0 SCALE: 1" = 40' Feet Q Q J 03 "LANES CLOSED" SIGNS 0 U cm w J TWO ILANES LANES LANE z Z O 0 CLOSED — 0 CLOSED CLOSED E AHEAD AHEAD AHEAD 0 '^ z _ Z 00 0 J Q zj V 0 w cl) LL C� J LL U ROADWAY GENERAL NOTES Q E 1. EXISTING SPEED LIMIT ON W. USTICK ROAD IS 40 MPH AND IS CHARACTERIZED AS URBAN (HIGH SPEED) BY SECTION 6C.04 OF o�`�S�\oENSEaN�i,� THE IDT TRAFFIC MANUAL. IDAHO SUPPLEMENTARY GUIDANCE F� TO THE MUTCD. SHEET NO: U) 2. THE RECOMMENDED ADVANCE WARNING SIGN MINIMUM 15461 C-9■0 0 SPACING DISTANCE IS 350 FT FOR URBAN (HIGH SPEED) ROAD co ��,�,�F O DATE: F O �� TYPES. N L 8-24-2023 Q) D PAGE NO: 44OF69 PLACE CONCRETE & CURSHED BASE CD 2' - 0" z PER SD-709 REQUIREMENTS (WHEN APPLICABLE) 2'-0" J 10" 1' - 2" 10" 1'-2" 1" BATTER V) cl- 2'-0" R 1/2" z ZD R1/2 6" 1'-6" U R1 PLACE CONCRETE _ _ Z ce AND CRUSHED BASE PLACE CONCRETE PER SD-709 R1/4" AND CRUSHED BASE H 1 BATTER _ (WHEN APPLICABLE) PER SD - 709 �� cc R3 1/2" 4 R1/2" (WHEN APPLICABLE) Rn Lo ± 1/2" o, N +i FLOWLINE o +i R 1/2" _ NT �� O _c 1-4 T 11 Lo Lo 00 p D CO co 7. OCID _ _ O - p D D co p - ° 00- > 6 4" AGGREGATE BASE p ° iv �. ° D D ° ° 0 J 4" AGGREGATE BASE NOTES: � 6" � 6„ 4" AGGREGATE BASE 0 1. GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE PUBLIC AGENCY HAVING � Y O JURISDICTION. NOTES: 2. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL. PLACE AS SPECIFIED AND NOTES z 0 co PAID UNDER SECTION-802 ISPWC. COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. 1. GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND THE PUBLIC AGENCY HAVING Z 3. SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH JURISDICTION. 1. THIS CURB TYPE IS FOR USE WITH BMP 34 PERMEABLE INTERLOCKING CONCRETE PAVERS (PICP) ONLY. Z 0 PER PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC.; COMPACTION SHALL MEET REQUIREMENTS OF J 2. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL. PLACE AS SPECIFIED AND 2. BASE: 4 - INCH COMPACTED DEPTH OF 4- INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACED � m LU SECTION 801-ISPWC. PAID UNDER SECTION-802 ISPWC. COMPACTED TO EXCEED 95% OF STANDARD PROCTOR. AS SPECIFIED AND PAID UNDER SECTION - 802 ISPWC: COMPACTED TO EXCEED 95% OF STANDARD U) C) 4. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING (OR CONSISTENT WITH 2X 3. SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. PLACEMENT DEPTH PROCTOR. Z > 0 SIDEWALK WIDTH FOR SCORE SPACING). PER PLAN OR AS DIRECTED AND PAID UNDER SECTION-801 ISPWC.; COMPACTION SHALL MEET REQUIREMENTS OF 3. SUBBASE: PLACE TO LENGTH BEHIND CURB AS SHOWN IN ABOVE FOR AGGREGATE BASE MATERIAL. 0 `cV 00 5_Ln . MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. SECTION 801-ISPWC. PLACEMENT DEPTH PER PLAN OR AS DIRECTED AND PAID UNDER SECTION - 801 ISPWC; COMPACTION Z Lo 6. BACKFILL AS PER SECTION-706. 4. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING (OR CONSISTENT WITH 2X SHALL MEET REQUIREMENTS OF SECTION 801 - ISPWC. 0 7. SECURE RIGHT-OF WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. SIDEWALK WIDTH FOR SCORE SPACING). 4. CONTINUOUS PLACEMENT REQUIRED UNLESS APPROVED IN WRITING BY ACHD. SCORE INTERVALS AT 10 LU 2> 8. STANDARD CURB TO BE USED ON: 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. - FEET MAXIMUM SPACING OR 2X SIDEWALK WIDTH PER ISPWC SECT 703. 0 1. COLLECTOR AND ARTERIAL STREETS, UNLESS OTHERWISE INDICATED 6. BACKFILL AS PER SECTION-706. 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. U) 2. ALL RADII PLUS 5-FEET EACH END WITH 2-FEET TRANSITION TO ROLLED CURB. 7. SECURE RIGHT-OF WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. 6. BACKFILL AS PER ISPWC SECTION - 706. 0 3. TO MATCH EXISTING CURBS. 8. USE ROLLED CURB IN RESIDENTIAL AREAS WHEN LOCAL JURISDICTION REQUIRES VERTICAL CURB AT INTERSECTION. 7. SECURE RIGHT - OF - WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT - OF - WAY. 6 4. SEE SD-709 FOR CURB CONSTRUCTION WHEN SIDEWALK IS INCLUDED. VERTICAL CURB LENGTH TO BE FULL RADIUS PLUS 5 FEET AT EACH END. TRANSITION LENGTH FROM ROLLED CURB TO cn VERTICAL CURB 2 FEET. N N N co co N N N M N N co � 6 ; N d 6 N W L N O N O - - Q C Lf> � m 4 Lf) CO I� � 1 SD-701 6" VERTICAL CURB AND GUTTER DETAIL %_2 SD-702 3" ROLLED CURB AND GUTTER DETAIL 3 SD-702R 3" REVERSE PAN ROLLED CURB z 0 z z L oCD-1.0 (2017 ACHD SUPPLEMENT) CD-1.0 (2017 ACHD SUPPLEMENT) CD-1.o (2017 ACHD SUPPLEMENT) U SCALE: NTS SCALE: NTS SCALE: NTS Lu O 0 O U > w c� w r• �, VETE:RTICAL CURB & GUTTER TO BE USED AT ALL CURB w o w o w NOTES: w_ w_ z Q Q o o RETURNS WITH Y4" EXPANSION JOINT AT BOTH ENDS > > Q U N U 1. TO THE MAXIMUM EXTENT POSSIBLE, THE TWS UNITS SHALL BE ORIENTATED OF CURB RETURN AND EDGES OF WHEEL CHAIR 0� o w SUCH THAT THE ROWS OF IN-LINE TRUNCATED DOMES ARE PARALLEL WITH - z RAMP. P�SI�I z z uj w > w a? THE DIRECTION OF THE RAMP SURFACE. THE TWS SHALL BE 24" IN THE N TR w w w w o DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP, 5'-� U U O p LL o p o o LANDING OR BLENDED TRANSITION. PERPENDICULAR RAMP TOR m 0 Q Q � 5" THICK CONCRETE Ln o - U � U � U U N 6" STANDARD CURB 12„ Gv� 2. TWS UNITS SHALL BE TAMPED OR VIBRATED INTO FRESH CONRETE TO O 0o AND GUTTER T I1.75% ± 0.25% ENSURE THAT THERE ARE NO VOIDS OR AIR POCKETS, AND THE FIELD LEVEL N r� Lo cfl � z N 3. F` OF THE TWS UNIT IS FLUSH TO THE ADJACENT CONCRETE SURFACE. THE N IONS AND e . � � TWS UNIT MUST BE PRE MANUFACTURED AND MEET THE DIMENSIONS X p. a ..�° SPACING SHOWN. INSTALLATION IS TO BE PER MANUFACTURES � 4 SPECIFICATIONS. SURFACE IS TO BE A STANDARD COLOR OF YELLOW. q 4" OF 3/4" MINUS CRUSHED BASE N N MATERIAL AS PER SECTION-800 a U z z z w 3. THE TWS UNIT SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB o U Y Y LINE IS 6" MINIMUM AND 8" MAXIMUM FROM THE CURB FACE. THE TWS MUST U EXTEND SUBGRADE & BASE ARI o � SPAN THE FULL WIDTH OF THE RAMP OPENING. E 6" BEYOND CURB SKEWED RAMP S z z z Y 'o 3" ROLLED CURB 5" THICK CONCRETE ( a o ° � W = a AND GUTTER o 0 12" 1 GO 4. DETECTABLE WARNING SHALL HAVE A DIAMETER OF 50/o TO 65/o OF THE A a o o Q 0 1.75/o ± 0.25/0 3. BASE DIAMETER OF DOME. 3-7 <) ERTICAL CURB TO HORIZONTAL TRANSITION >. NOTE B \ 6 4" OF 3/4" MINUS CRUSHED BASE MIN. MAX. I I CD-1.0 SCALE: NTS p MATERIAL AS PER SECTION-800 A 1 %" 2 %" @ @ @ r 0 - EXTEND SUBGRADE & BASE B � 1 �6�� Q I B I w NOTES: 6" BEYOND CURB @ @ @ Z J cn DOME SECTION Z 0 o 1. LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER. �� DOME SPACING TURNING � �_ SPACE 2. BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY.. Z Q W ULU ' i SS M 3. SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1.75% ± 0.25% UNLESS OTHERWISE SPECIFIED BY THE OWNER. tt 0" TO 2" �5 �P�' ��i Oco 0 C o 4. SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. Lij MP� �' Z J ° J 5. 1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE AND WHERE SIDEWALK IS ��. °°° G PLACED BETWEEN TWO PERMANENT FOUNDATIONS. PLACE 1/2" EXPANSION JOINT MATERIAL ALONG THE BACK OF WALK cn __ -� v > o THE FULL LENGTH. ':"°' ° CLEAR SPACE U \ ° 6. DRIVEWAY APPROACH ACROSS PLANTER STRIP TO BE 5" MINIMUM CONCRETE OVER 4" OF 3/4" MINUS CRUSHED BASE. SECTION C-C RAMP RAMP WITH VERTICAL CURB �COCENSFFNG��L Quo �- D Ftr` SHEET NO: 15461 SD-712 TACTILE WARNING SURFACE Cp_1 ,0 4 SD-709 CURB AND SIDEWALK DETAIL (TWS) FOR PEDESTRIAN ACCESS OF ��P�tc�IN' DATE: c CD-1.0 CD-1. l F NCR 8-24-2023 (2017 ACHD SUPPLEMENT) (2017 ACHD SUPPLEMENT) SCALE: NTS _ SCALE: NTS PAGE NO: 45 OF 69 CD z 5' CONCRETE SIDEWALK 5' CONCRETE SIDEWALK H A RIGHT - OF - WAY WIDTH = 47FT J ZD 5' WIDTH 5' WIDTH z cl- SIDEWALK STREET WIDTH BACK OF CURB TO BACK OF CURB = 33FT SIDEWALK @ ZD Z (.D 2 CENTER CROWN BETWEEN CURBS p[ 2% MAX 2o�a 2% 2% MAX w w z E Q o -- -� 0 1O o 0 0 o z o cn 0 0 o..=..o o..e..o e o o.o..o 0 o J w A LEGEND 4 3 \f < 1.5% ± 0.5% (2% MAX. SLOPE) MIDBLOCK O \ D <�= 7.3% ± 1.0% (8.3% MAX. SLOPE) N.T.S. 5 ROADWAY PUBLIC ROAD SECTION 00- 611 O I 5' MINIMUM 6 SCALE: NTS FLUSH F VARIES INSTALL CURB OH GUTTER PIAN 5" CONCRETE � a � RIGHT - OF - WAY WIDTH = 30FT RADIUS I 5' WIDTH 5' WIDTH U N.T.S. SIDEWALK STREET WIDTH BACK OF CURB TO BACK OF CURB = 26FT SIDEWALK J e a 0_ NON DIRECTIONAL RAMPS 4" OF 3/4" MINUS NOTES: CRUSHED AGG. BASE 2% MAX 2 2% 2% 2 ° MAX CENTER CROWN BETWEEN CURBS 0_ w SECTION A-A w — z 0 RAMPS FOR CORNERS WITH A MIN. 15' RADII. z o_.. -a o 0 0. o .- o e o e`o`�0 0 0 0 0 0 00 0 0 0 0: 0 N.T.S. o 0 °.o.--.o o o -o o o o -o o:o 9.Oo°oo _qo `c � o J J o ..eo 0 0 0 o N @ RAMPS ARE CONTAINED WITHIN THE CURB RADIUS. 0 � 4 3 z0c'o © RAMP DIMENSIONS, MINIMUM DIMENSION INDICATED MUST ALSO MEET SLOPE CRITERIA IDENTIFIED ABOVE. 1 5 z Z 0 CURB TYPE = STANDARD 6" VERTICAL PER ISPWC SD-701 J Q — THROAT DEPTH = 5.5' FROM FACE OF CURB PRIVATE ROAD SECTION f� °° w � — THROAT WIDTH = 4" MIN. C? WING = 6' TRAVERSABLE O - Z SCALE: NTS @ CN m Lo @ RAMPS REQUIRE A MINIMUM 4'X4' LANDING IN SIDEWALK @ 1.5% ± 0.5% (2% MAX. SLOPE) LEGEND Z "t QE RAMPS SHALL NOT EXCEED 12:1 (8.3%) SLOPE 0 CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SIDEWALK. REFER TO SD - 709. W > 0 0 4'X4' FLAT STREET SIDE LANDING - CONCRETE FILLET MAT BE REQUIRED. CONCRETE FILLET MUST HAVE A 02 3" ROLLED CURB AND GUTTER. W o THICKNESS OF 8" AS SHOWN ON SD-708. PLANT MIX ASPHALT SP-3, PG 58-28 CONCRETE SURFACE COURSE. MINIMUM 2.5 INCHES THICK. v © THIS TYPE OF RAMP MAY BE USED FOR SIDEWALKS IN AREAS THAT DO NOT HAVE ADEQUATE SPACE FOR ® %" CRUSHED AGGREGATE BASE. MINIMUM 4 INCHES THICK. cn LANDINGS REQUIRED TO MEET ADA. 05 6" MINUS PIT RUN SUBBASE COURSE. MINIMUM 14 INCHES THICK. N N N co co N N N M N N co ui m OH CONCRETE CURB WILL BE PLACED AT THE BACK OF THE RAMP AND ADJOINING SLOPING SIDEWALK. HEIGHT PF � L6 C; c� d L6 N 0 N R N CO — — CO c CURB WILL BE DETERMINED BY THE ADJACENT PROPERTY BEING TIED INTO. CURB HEIGHT WILL START AT 0" AT NOTES: Lo m m 4 co ti o THE TOP OF THE SLOPING SIDEWALK AND WILL VARY AS NECESSARY TO RETAIN THE THE ADJACENT PROPERTY CITY WATER P.O.0 . PER PLAN L BEHIND THE CURB. 2-INCH CITY OF MERIDIAN METER q ALL CONSTRUCTION SHALL BE PER ISPWC SPECIFICATIONS. 0 Y U 0 0 0 m ASSEMBLY PER CITY OF MERIDIAN O 0 O ALL CONCRETE ADJOINING THE RADIUS WITHIN AND AROUND THE RAMPS SHALL BE 5" THICK WITH 4" OF 3/4. STANDARD DETAIL W4 © STREET PROFILE GRADES 0.4% MINIMUM UNLESS OTHERWISE APPROVED BY THE OWNER. o ui 0 o 0 0 SEE DETAIL 4 SHEET CD-10.0 � CQ o U) o C RIGHT - OF - WAY WIDTHS AND STREET WIDTHS SET BY LOCAL POLICY AND TYPE OF USE. > w co w � v JO THE CONTRACTOR SHOULD ACCOUNT FOR CONSTRUCTION TOLERANCES TO PREVENT EXCEEDING THE 0 uj u w w w MAXIMUM SLOPES ALLOWED BY ADA. O MINIMUM ASPHALT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE. ACTUAL THICKNESS SHALL BE 3: 0 0 o 0 z 0 DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND "R" VALUE OF SUBGRADE SOILS AND APPROVED BY LOCAL AGENCY. > > Q Q v Q v w w p N MINIMUM CONCRETE PAVEMENT AND AGGREGATE BASE THICKNESS SET BY LOCAL POLICY AND TYPE OF USE, ACTUAL w - w 1 SD-712G PEDESTRIAN RAMP THICKNES SHALL BE DESIGNED BY ENGINEER BASED ON TRAFFIC INDEX AND SOIL TYPE. SEE SECTION - 700. w w 2i w uj w u D-2.0 (2017 ACHD SUPPLEMENT) OF STANDARD CURB AND GUTTER RECOMMENDED. WITH ROLL CURB USED BASED ON LOCAL POLICY. SEE SECTION - 700. v v O 0 LL 0 0 0 c SCALE: NTS MANUAL DRAIN VALVE PER o o >- _ _ >- o DETAIL @ CONCRETE SIDEWALK REQUIRED WIDTH SET BY LOCAL POLICY AND TYPE OF USE. SEE SECTION - 700. Lo b v Q 0 U U OH STREET CORNER RADII SIZES SET BY LOCAL POLICY AND TYPE OF USE. p o BACKFLOW PREVENTER N "' z ASSEMBLY PER DETAIL OI SUPER ELEVATION. VERTICAL CURVE AND HORIZONTAL CURVE REQUIRMENTS BASED ON SIGHT DISTANCE, N 4'-0" VEHICLE DESIGN SPEEDS, SET BY LOCAL POLICY AND TYPE OF USE. CD TYPICAL ROADWAY TYPICAL UNIMPROVED AREA No SECTION SECTION TYPICAL ROAD SECTIONS N CD-2.0 0 U Y Y c.� ALE: NT cl �I I I- _ *SEE OSHA SECTION 6" CONCRETE SLAB WITH #4 REBAR Z REINFORCEMENT AT 12" O.C. SPACING, BOTH a o o 1926.650-652 QDIRECTIONS. SURFACE TO BE STAMPED. 0 IL TRENCH BACKFILL. ENSURE MATERIALui COLOR AND PATTERN TO BE DETERMINED BY OWNER. a_ IS PROPERLY �I * 0 TOOLED SCORE ASPHALT PAVING, PER = COMPACTEDa JUMBO RECTANGULAR PLANS JOINTS, PER PLANS ° w D VALVE BOX WITH (q D X = rl 1. 1 z LOCKING LID, AS w �/� o � I o SPECIFIED yr o I_ rl' / ACTUATED 2-INCH GATE VALVE o z O J 0 `t' a 6" tttI �I / PROGRAMMED TO IRRIGATION — ? � PLC 411 - j �� INSTALL TEE WITH GATE VALVE ' ! ... DRAIN ROCK, ( 1 C.F. =III=III=III=11 111=III=III=III=III _= z — W v w ��I a AND HOSE BIB FOR MANUAL ' MIN.) WRAP WITH Oz wY LINE o BLOW OFFGRAVIT FILTER FABRIC.O Q Q z m N - I—III—III—I —III—III—III—III—III II—III—III—III—III—III—III—III— w / TYPICAL SCHEDULE 80 2-INCH III-1 I I-1 I III-1 I I-1 I I-1 11=1 11= 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I z J a — — _ =1I1=1 =1II—III—II1=1I1=1I1=1I1=1I1=1II- (n — / DIAMETER TEE FROM IRRIGATION III=III=III—III—III—III—III—III— LLI - /I PUMP STATION BASE COURSE AS SPECIFIED IN —III—III— I I—I 11=1 11=1 11=1 11=1 I — J III—III—I —I 11=1 11=1 11=1 11=1 11=1 I I / DETAIL 2, TYPICAL ROAD SECTION III—I I —III—III—III—III—I11=111= U II—I I III—I11=111=111=111=111=1I I SUBBASE COURSE AS SPECIFIED IN III III—III—III—III—III—III=1 11= =1 11=1 I I—III—III—III—III-1 I I PIPE OD FOR NON-METALIC PIPE #12 DETAIL 2, TYPICAL ROAD SECTION —III—III—III-111— L PIPE BEDDING 12" 12" COPPER INSULATED DIRECT COMPACTED SS��NA�FN 6" MIN. BURY TRACER WIRE, TYP IRRIGATION MAIN LINE SUBGRADE Q�o�� cENSFo SHEET NO: TO IRRIGATION 15461 3 TYPICAL TRENCH SECTION DISTRIBUTION SYSTEM s� �o CD-2.0 D-2.o scALE: NTS PRIVATE ROAD STAMPED CONCRETE -fl of �R� � DATE: L 4 ) CITY WATER & PRESSURE IRRIGATION CONNECTION 5 PEDESTRIAN CROSSING DETAIL F No 8-24-2023 D CD-2.0 D-2.0 PAGE NO: � SCALE: NTS SCALE: NTS 46 OF 69 CD ANGLE ENDS OF FENCE WRAP POSTS AND Tyr) PP�DEp TO TRAP SEDIMENT OVERLAP FABRIC $lo AT ENDS OF FABRIC b$ �$.F' ZD 14 FLOW DIRECTION, pjmEN �gEE�TO z 0- 3"-5" OPEN GRADED ROCK 12 TYPICAL �� PwT� $T Ou ce 25' MIN. CONSTRUCTION ENTRANCE NOTES: 00T$Ip 2) $Er CD 10 1. STONE SIZE - 3 TO 5 INCH OPEN GRADED ROCK. 14 ( Lu Cn ENTRANCE DRIVE 2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 25 FEET. Lu 12 vvIT�R$ Lu TOP VIEW 10 T$ �E � � 3. THICKNESS - NOT LESS THAN 6 INCHES. R g0L1 vvA DU& O STITCHED FABRIC 0 VV T INSTALL SUB-BASE OF FREE z 4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF SLEEVE OVER POST P�G��E►��E �U $ ICE RI��T�� DRAINING BACK-FILL OR ROAD INGRESS OR EGRESS. " $$�gE�O�Pg UOIJ E , D REG00-111, STABILIZATION GEOTEXTILE (US - FILTER FABRIC 314 E I� R FABRIC-US 300NW OR EQUAL) Co CONSTRUCTION IN RE �) EL CON ICI G� 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED FILL SLOPE ORIGINAL ADD OF $TE G ONO QED ELL) STRIPPED GROUND LINE (REMOVE TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC Tyr PR fir) 0 r $TE T Vv TOPSOIL AND ORGANICS PRIOR TO ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE „ „ GROUND ( SAT gR (T BOX LID rA ONO CRUSHED STONE PLACEMENT) ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS 2 x2 FIR POSTS SLOPE �1I$'IRI�ETE (D PROPERTY LINE INTO AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT FILTER FABRIC EI,D �p rE o� R SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, VV 0O g rE 0ENTRANCE DRIVE DITCH, OR WATERCOURSE USING APPROVED METHODS. AR 6,, Tor �PTIONrO i / 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A (T�.p) EL5rR EO CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF r r 11 1, SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE �_`� z PT O PERIODIC TOP DRESSING WITH ADDITIONAL STONE A `V = - TE rE M MUD TRACKING PAD SS G S o = GP F PI cN CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY � E O $ (D Y p / o0 MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, '� - - _J �I, $�I� E��TIO� (,r O F_ DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY C�jb $TP REP L0� o o- o z 00 MUST BE REMOVED IMMEDIATELY. I�r $Rap Z Q 7. DRAINAGE - ENTRANCE MUST BE PROPERLY GRADED OR 6'-0" MAX - AT / m LLI INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM EP$ Z LEAVING THE CONSTRUCTION SITE. 3'-0" MIN 6" MIN EXTENSION �E $T O O ELEVATION TO TOE OF OF FABRIC BASE � () Lo m .Ln CONSTRUCTION �P o / Z FILL SLOPE LLJ >_ TYPICAL SECTION U fn CONSTRUCTION ENTRANCE DETAIL NOTE: 0 SCALE: NTS v 1. REMOVE EROSION SEDIMENT WHEN LEVEL REACHES 1 FOOT. PIPE E $ cn of $ID EA 1 2 SILT FENCE DETAIL $ETE�D�OoxT NcG ADD PAS N N N co co N N N M N N Ch w (0 I� Lo Co N d 6 N 0 2 D-3.0 SCALE: NTS ��GE ��(,�TRr� IrE $I �� r IrE$ < o FP Lo�PTE r HO� of r IRRIGATION BOX N o N co co � com4 � (6ti o U �. AFoR G $ �gER�O g0 P�P� NOTES 0 Y U v v v m U R E E A oo A ►� TE $ $ U / 0000000000� E�ARIE OA PLACE SUFFICIENT REINFORCING ui STEEL TO ALLOW FOR o o o d 0000000000000 SITE SPECIFIC LOADING CONDITIONS AND ACCOMMODATE w cQ U U) U v rl- 0 0 PIPE PENETRATION. w w 00 SANITARY 00 w 12� J � J W 00 SEWER OO © TYPICAL MANUFACTURER'S SIZING REFERS TO w_ w_ z 0 0 0 0 o o O O O O O O _ O O O 00 O O STRUCTURE INTERIOR DIMENSIONS. > > Q a U N U 00000000000 � � � o o w ONLY INSTALL MANHOLE STEPS IN BOXES 4'X4 (INSIDE z z � ui w w 3 DIMENSIONS) OR LARGER AND AT LEAST 4' DEEP w w w w � w � 0 O MEASURED FROM TOP OF BOX. v v O w w o o O _ _ o Lo o - U U LEGEND 4 3 SD-619 STANDARD IRRIGATION BOX co rn U Q U Q U DEVELOPER PROPERTY- O N w PLAN D-3.0 N co � L cfl � z 0 1 z 01 2 x4 MARKER AND FINDER WIRE PER SD-512. SEE PLANS FOR STUB (2017 ISPWC ACHD SUPPLEMENT) N J NTS TERMINATION LOCATION SCALE: NTS O WATER-TIGHT PLUG OR CAP. C 1'-0" N 0 DEVELOPER PROPERTY- 45° BEND. N 0 SEE PLANS FOR STUB 6 MIN 5 7 EXTERIOR TRAFFIC 0 6 FENCE POST—.,, �CDU z z z _ U Y Y TERMINATION LOCATION PER PLANSIGNS (SEE SITE c� Lu SIGNAGE SCHEDULE) U 0 0 00 ° SET POSITION OF SLEEVE INSTALL 12"x24" DEEP SLEEVE-IT DURING o Q 2" DIA. GALVANIZED STEEL o Z Z o > Y Q \ \ \1\ 1\ \\�\ �\ ��' 7� �\ '�/� '� '� �� '� ° CONSTRUCTION OF WALL. SET FENCE POST IN = POST c /, ° ° d 0 Q cn w a IMMEDIATELY BEHIND E TOPMOST SRW UNIT CONCRETE AFTER BACKFILLING. U) � a o o 0 Q U ° . O ✓ ° z — c'' = m 9 2, 0" CAP UNIT FILL SLEEVE WITH CONCRETE, - z or 2'-6" SET FENCE POST O w U) TM W CONCRETE /ASPHALT / OR w p TANDEM UNIT-WALL x.xx. k, k �n x'` cn O SECTION A-A NOTE x ��k �0��" xOS� TOPSOIL SEE PLAN z HEIGHT PER PLAN h nh �yxx. o I NTS O TOP OF COLLAR TO BE FLUSH FILL AREA BETWEEN I = WITH MANHOLE COVER FACING UNITS WITH „" x ;;r a a L1J 2 2 FREE-DRAINING �� ° CENTERLINE nx � = Z AGGREGATE �, �nX,n o ° z J o SEWER MAIN Y -y 7 � �� 6. 1 CONCRETE _ 0 2.00% SLOPE ° LEGEND I �,1/12 (MIN) OF FREE- N a FOOTING O L 2.00/° SLOPE �;y�'DRAINING AGGREGATE a� 1.00% MIN. ;? ° O1 #4 REBAR HOOPS (2 EACH) SEE SECTION A-A. cn n 1.00/o MIN. ' 02 #4 REBAR AT 20" SPACING u ° I z — W °Q. 0 p 0 a 3 + O3 SCORES 2„ (MIN) . ° ° ° ° 0 z 3 ® RIM ° z D J INV. ELEV. AS SHOWN O5 FRAME AND COVER PER SD-507 AND SD-507A DETAIL A *FENCING SYSTEMS APPROVED FOR USE WITH SLEEVE-IT ARE LIMITED TO THE FOLLOWING HEIGHTS: w U ON THE PLANS 6 NTS A. CHAIN LINK UP TO 8 FEET ABOVE FINISHED GRADE WITH POST SPACING OF 8 FEET (MIN) 7 SIGN POST 8c FOOTING J I O SEE DETAIL A FOR REBAR IN COLLAR B. ORNAMENTAL (STELL, ALUMINUM, WROUGHT IRON) POST UP TO 6 FEET ABOVE GRADE 07 FINISHED GRADE WITH POST SPACING OF 10' FEET (MIN) SCALE: NTS v C. OPEN BOARD / GAP BOARD (70% OPEN) POST UP TO 6 FEET ABOVE FINISHED GRADE ® SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT WITH POST SPACING OF 6 FEET (MIN) NAL O GROUT BETWEEN RING AND COVER AND GRADE RINGS SS\OCENs FN�i 10 FRIBILLATED POLYPROPYLENE FIBER ( 1-1/2 LBS/CY) MAY BE USED IN LIEU OF F� #4 REBAR IN CONCRETE COLLARS SHEET NO. 15461 4 SEWER SERVICE CONNECTION DETAIL 5 MANHOLE COLLAR DETAIL 6 BELGARD TANDEM WALL WITH FENCE s� ,�o CD-3•0 m D-3.0 G F� DATE: U D-3.0 SCALE: NTS D-3.0 SCALE: NTS SCALE: NTS Q)' F ON�R� L 8-24-2023 Q) PAGE NO: 47 OF 69 B 5 1 LEGEND z36" 2 � t ( 28 6 3 M EXTEND PIPE 1" O CONCRETE COLLAR IN PAVED STREET SECTIONS J 1 i PER SD-616. z TO 6 MAX.) NO 7 INSIDE MANHOLE O GRADE RINGS GROUTED WATERTIGHT IN PLACE, OU O 2" X2" N O A NOT TO EXCEED 18 FROM FINISHED SURFACE z CD a A A A A TO TOP OF CONE. w T � _ _ 3 PRECAST MONOLITHIC ECCENTRIC CONE SECTION. (REBAR NOT SHOWN). Lu L PIPE FROM INLETS iLu AND/OR TEE IN O4 RAMNEK OR APPROVED GASKETS AT ALL JOINTS. O 1/16" LIP (TYPICAL) 26_1 2" MAIN LINE. — \ O PROPERLY ALIGN ALL INTERIOR JOINTS. 1 3 TOP VIEW ''� 5 00-111, 3/4" O PRECAST CONCRETE MANHOLE BARREL SECTION /-O (REBAR NOT SHOWN). SECTION B-B � � NP• PLAN ".Ts. O PRECAST GASKETED HUB RING OR RUBBER NTS B N SECTION A—A ISOMETRIC GASKETED COLLAR. TOP NTS GRATE i GRATE TYPE III 12" 10 9 8 ® SURFACING TO MATCH FLUSH WITH EXISTING 1 � SURFACING (AS SHOWN). U 3 J 8" RADIUS UP TO INLET CATCH 28" O9 FRAME TO BE GROUTED TO GRADE RINGS. BASIN, SEE ROLLED CURB SD - 702 .. 24 DIA. ` h HAND FORM RADIUS AT INLET L6' 18" 4" Q " X ' 10 FRAME AND COVER PER SD-617. CATCH BASIN TO FIT I 2" 3 p .1-0 4 co Q � 0 SEE NOTES - z 5 1/2" 4 - (MIN) .. z 11 MANHOLE STEPS. O \ BELOW - 00 — 3 Y N " SEE SD-501 FOR CAST IN PLACE MANHOLE U ti LEGEND z 1 27 1/2" I.D. 4 12 BASE. SEE SD-501A FOR PREFABRICATED 0 0 c) 2" LIP-10 2�� " BASE. z z 00 1 O ADJOINING TOP OF CURB 4 6 5 NOTES : J Q Lu 2" 6 t 2 O OUTLET J 7 0.2% MIN m W Q SLOPE 48^ OA OPTIONAL PREFABRICATED MANHOLE BASE WITH U) C� 3 O PAVEMENT SURFACE 1 -3/4" x 1 -3/4" x 1/4" X z APPROVED PIPE CONNECTIONS MAY BE USED WITH z O 4 Q STEEL ANGLE END VIEW 6 ENGINEERS APPROVAL, SEE SD-501A. O N m O STANDARD GRATE & GRATE FRAME, > 6" (MAIM U Li) SD-609 OR SD-610A TOP VIEW O PLACE VERTICAL WALL ON UPSTREAM SIDE OF Z 0 5 STANDARD ROLLED CURB AND GUTTER i0 CATCH 12 MANHOLE, ROTATED 45 DEGREES. O AREA GRATE FRAME DETAIL LEGEND Lu U 6 O 4"x4"x%" ANGLE IRON _ 2 ".T.s. „ „ C FOR IN o NOTES G 1 -1/2 x 3/4 STEEL BARS (TYP.). LET PIPE DIAMETER, D, GREATER THAN 24", U) » SECTION A—A O — — CO 7 3 - NO. 4 BARS ° 4 TYPE 1 SEE SD 613 OR SD 614. Lu O 6" 1' - 2" 6" AO FOUR—SIDED FRAME IS REQUIRED. 1/4" FILLET WELD ALL BARS. BEDDING "Ts 8 O EDGE OF GUTTER O2OD MANHOLE FRAME AND COVER: U 0 2' - 4" 4 PLACES (TYP.) A. REFER TO DRAWING NO. SD-617. cn B. FRAME AND COVER SHALL BE FLUSH WITH SECTION A-A O3 WELD (4) 1/2"x7" STUDS. SLOPE OF PAVEMENT. N N N co co � N d 6 N �NTS C. "STORM DRAIN" ON COVER. 0 N N N co N N co � 2 S D-610A CATCH BASIN GRATE TYPE III O WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER S D-604A INLET CATCH BASIN z U z z z z z } RING OR GASKET COLLAR WHERE THE PIPE IS IN 1 TYPE I V (FOR ROLLED CURB) D-4.0 (2017 ISPWC ACHD SUPPLEMENT) CONTACT WITH MANHOLE BASE AND/OR MANHOLE 0 f� SCALE: NTS CHANNEL, IN ORDER TO INSURE A WATERTIGHT o o 0 D-4.0 2017 ISPWC (ACHD SUPPLEMENT) SEAL. ui o ui o U > w c� w " O EITHER BASE ON SD-501 OR SD-501A MAY BE w J -i cn p J�J�J' , 6" STANDARD CURB 6 18 18 USED WITH EITHER MANHOLE DESIGN. ; ; Q Q U Q U o JJJ�J PER SD-701 3 SD-611 STANDARD CONCRETE CATCH MANHOLE w LL J�J JJJ SEE NOTES z z w > w > w (2017 ISPWC ACHD SUPPLEMENT) w w w �E w �E JJLL �J��JJJ A s ry,. . d .a SCALE: NTS U U 0 0 o } _ _ JJ /��J JJJJJ d a . co 0 U Q ~ Q ~ a o U U It A TAPERLDAd CD o J 6" STANDARD CURB C° ASPHALT STREET .RELIEF A �° 18" 18„ 24„ N c) CO z L� < - -- --- A----- -J N PER SD-701 e OPENINGS fi6"a a °G N PERSPECTIVE VIEW ONG ETE OPENINGS ooNTS SPLASF PAD as 6» � j d VJ N 0- A LIP OF GUTTER z z z � R-6" a C U �� — CD a d TYP Ad I a ® ® ® ® ® ® o 0 0 0 E PLAN 8. a a� � ® �� ® �� ° 01 W = a 0 Q 0 BACK OF CURB N.T.S. a °aa. f o II� SIDEWALK J 8" C900 PIPE 6" DEPRESSED GUTTER <° a w / ' A — TYP 4 2" AT OPENING d Q 00 o PLAN I STAINLESS STEEL PENTAGON SECURITY BOLT NTS 6" ISOMETRIC SECURES STAINLESS STEEL LOCKING GRATES FURNISHED IN 24" AND 18 STANDARD LENGTHS LJJ BAR TO FRAME 14" WIDE CAST IRON GRATES-METRO z #4 EPDXY BAR o o SIDEWALK 2/o MAX I I e u STYLE W/ EVERGRATE T-14 TRENCH DRAIN z O J PENTA-LOCK ANGLE FRAME cn U ASPHALT a 0 c DEPRESSED GUTTER 14 lot I 8" C900 PIPE 2" AT OPENING 4 z — W J SECTION A-A 4" THICK CONCRETE 0 N.T.S. SPLASH PAD LEVEL d m 0 Q T WITH SOIL z ANGLE '.,a Z J FE—° 1 4 6" DEEP 1.5"x1.5"x.25" M Lu 3"-6" ANGULAR d J NOTES: TYP I RIP RAP IN SWALE 1 . USE OF SD-716 CURB OPEN INLET REQUIRES ACHD APPROVAL TO BE USED FOR LOW FLOW 3.875" x .375"e° PENTA LOCK V cn SECTION A-A APPLICATIONS ON SWALES NOT MAINTAINED BY ACHD. NOT ALLOWED ON ARTERIAL ROADWAYS. NELSON STUD, d HEAD BAR LEGEND: Q.T.S. SECURITY BOLT a 01 STANDARD TYPE 1 INLET PER SD-601 OF ISPWC/ACHD SUPPLEMENTS WITH THESE 2. CONCRETE APRON SHALL TO REMAIN FREE OF ALL OBSTRUCTIONS INCLUDING GRASS AND OTHER d ` ° MODIFICATIONS. FRAME & GRATE PER ISPWC/ACHD SUPPLEMENTAL SD-69/610A VEGETATION. d d d ° d ASS\ONAL FNG,° 4 ° d a d NOTES: CROSS-SECTION o� �,�CENSFD �'LF a) 3. CURB/GUTTER, BASE AND SUBBASE MATERIAL MUST BE PLACED PER CURRENT ISPWC/ACHD �� 1. REQUIRED WITH INFILTRATION SWALE DESIGN FOR ATTACHED SIDEWALK SUPPLEMENT. 15461 SHEET NO: in 2. SEE SWALE BMPS FOR SWALE DETAILS s� �o C D-4.0 SD-715A SHALLOW INLET ATTACHED WALK SD-716 CURB INLET OPENING 6 CONCRETE CURB CHANNEL '�G��T£ OF - 'IV• DATE: m 4 5 D-4.0 F N� 8-24-2023 0 D-4.0 D-4.0 SCALE: NTS J) (2017 ISPWC ACHD SUPPLEMENT) (2017 ISPWC ACHD SUPPLEMENT) PAGE NO: SCALE: NTS SCALE: NTS 0 48 OF 69 C� z r� cn � z � 00 U � CD w H cn w O 010-1110 PROVIDE #5 CORNER BARS @ EXPANDED METAL U EA HORIZ BAR COVER BOLTED LOCATION (TYP) @ 4 CORNERS TOP OF BOX=2573.0 EG=2572.75 a a 3" TYP � � N co \�� #5 @ 12" OC o o VERT @CENTER STAFF GAUGE a 0V\\\ OF WALL (TYP) \/ Z 0 co Z 00 a 2��x2 � ��// �� \EQ� CONCRETE a //�// a WEIR PLATE EQ \ \/ � m W NOTCH #5 BARS @ 12" OC /\ SEE DETAIL A N 18" PVC FROM _ - HORIZONTAL iv U m 18" PVC o a WS ELEV=2570.0 u z o IRRIGATION BOX �;� _ a — ZO Lu CV 9 B 900 V-NOTCH WEIR PLATE B _ _ w o SEE DETAIL A 18" PVC FIE=2568.5 " PVC TO SCREEN BOX BOTTOM OF BOX=2568.5 IE=2568.5 N N N M co N N N c•M N N M uj o _ O O O O r�-6 A cNo� �nN � N O N T O O a 2" CLR � °° � 4 � � � o L U Y U U U U m 8" 6'-0" 2'-0" 8" #5��DOWELS @ 3" CLR CLEAN OUT o 2 o 2 o g�� 12 OC (TYP) OPENING TO BE 8�� ui ui o w o U PROVIDED WITH > w cow ti Q BUTT REMOVABLE o -j o - z 9'-4" COVER w w z < < O 0 > > Q � U N U _ w w p �_ g > W W PLAN VIEW SECTION VIEW J J u- af u- � L w w 0 U U O p 0 p 0 o o _ _ Cfl d) U Q ~ Q ~ C a) J O N M Lo t0 ti z 01-211 N O U •� N 0- CD U Y Y 0 900 U WS ELEV=2570.0 �_ z z 0 z W o W O Y N LD of � w 2 a U (.0tl 0 0 U Q 0 N co U J � -1 WEIR CREST ELEV=2569.8 0 w zz J 1'-8" 0 0 — _ 3'-4" U) O F— zoo W J M Q 7 I..I.J DETAIL A - WEIR PLATE z c� J �, w C J = V _ 0 U c SS\ONAL FiV BSF� SHEET NO: U) 15461 �\ IRRIGATION WEIR BOX DETAIL D-5,0 SCALE: NTS ��/,Q T RF�'� DATE: s� f OF�� L T F• NO 8-24-2023 PAGE NO: 49 OF 69 C� z V) O 1/2" PVC U 0 FOR CLEARWATER EXPANDED METAL TOP OF BOX=2573.1 TOP OF BOX=2573.1 COVER BOLTED BACKWASH w @ 4 CORNERS U EG=2572.8 EG=2572.8 a M 3" Typir 3" TYP • /A� A00-10, ° a 1 ti 18" PVC OVERFLOW ° TO KELLOGG DRAIN (� 2 ° J 18" PVC J 0_ 0 co FROM WEIR BOX 18" PVC 18" PVC TO 18" PVC TO p � 0 0 3 ry KELLOGG DRAIN KELLOGG Y o Ln OVERFLOW DRAIN a O U OVERFLOW �00 �c�i z 00 o N N I E=2568.45 - a, J Z D 00 cv ° Z) m L zi (n U) LOW WATER 1 zz O �� LOW WATER IE=2567.95 a PVC 0N m 1'-0" 1' 2567.45 ° 2567.45 MIN. - - FOR CLEARWATER U y2" 1'-7" BACKWASH 1. o co W v Cn O W cm 1 3" PVC TO U _ PUMP STATION oco L N N N p N N N M N N M w 6 5-0 Lo 00 m It � p N O N CO O 6'-0" ° 2 0 � Y � c) C) C m I E=2565.4 o BOTTOM OF BOX o "0'-9 3 p p ELEV=2563.9 4 w O 0 PLAN VIEW U) "ce) U " Lu LLJ w w W W p U p U O o `o CO BOTTOM OF BOX > > Q Q Q 70- ELEV=2563.9 W w o o o > U- ww � w0 z z > ww > cw 6 11 11 611 51-011 w w W C W C 5-0 J J u- L.L oIf L.L U 00 p 0 p 0 o c u') o ~ U H U H = 6'-0" 6'-0" � d' � QUQU a) J 0 SECTION VIEW A - A SECTION VIEW B - B " M z N N O N O U •O N CD U Y Y v ® LEGEND: Q Q o W Y` O� 1. 3" X 3" X1" REDUCER TEE Z Z W � � � w = a E 2. 3" DEZURIK FULL FLOW FOOT VALVE d O p v 3. CELMONS CW100 CLEARWATER SELF-SCREENING J SUCTION SCREEN w 0 4. 1" BALL VALVE (10 ~_ z J z0 — O � Q O H zoo W J M Q 7 I..I.J z D j o U) W — CY) J — V O U c a S S\ONAL FiV o�� ,�CENSF� SHEET NO: 15461 � CLEARWATER SCREEN DETAIL s, o CD'6•0 U LNTS D-6.0 �GTTf OF DRR � DATE: 8_ 24-2023 PAGE NO: 50 OF 69 CD z ITEM NO. DESCRIPTION ZD 1 BARMESA CENTRIFUGAL PUMP 1 a- 2 3" BADGER M2000 FLOW METER 1 ZD O 0 3 PRESSURE TRANSDUCER 1 U p[ 4 PRESSURE GAUGE 2 CD 5 3" VALMATIC WAFER CHECK VALVE 1 H 6 3" GROOVED BUTTERFLY VALVE 2 U) 7 4" GROOVED COUPLING 2 Lu _01 o 8 3" GROOVED COUPLING 17 3 OO 9 4" GROOVED FLANGE 1 O 10 3" GROOVED FLANGE 5 0 0 0 0 o Oo Oo 11 3" GROOVED ELBOW 1 00,11, 10 12 3" GROOVED CAP 1 0 O o 0) o 0 0 0 13 4" GROOVE X 3" GROOVE REDUCER 1 0 0� 14 4" X 3" GROOVED ECCENTRIC REDUCER 1 0 O 15 3" GROOVED X 2" MPT REDUCER 1 O12 16 3" GROOVED X 1.5" MPT REDUCER 1 1 o 17 3" DRAIN ELBOW 1 O o 18 3" GROOVED X 3" GROOVED X 10" LONG PIPING 1 U J 19 3" GROOVED X 3" GROOVED X 6" LONG PIPING 4 O4 J o Oo OO 20 3" PIPE W/ OUTLET 2 ® 21 4" BYPASS CANry 1 O Y N O O 7 14 18 19 D Z Z 00 �131-FrF- Z 0 m LLI U) 0 0 ( m 0 0 z "t p Lu 11 U) 9 CO 100o 17 ITEM NO. DESCRIPTION L1J O 4O 1 YASKAWA VFD p 1 2 CONTROL PANEL 1 o 8 U - - 3 POWER DISCONNECT SWITCHcn 1 13 0 0 NOTES: OPTIONAL EQUIPMENT N N N co co 7 16 1. PUMP STATION ASSEMBLY SHALL BE MUNRO IA1.5 SUCTION LIFT OR APPROVED 4 MAPLE SYSTEMS TOUCH SCREEN CONTROL 1 � CN � N � � N ui p EQUIVALENT. 5 N O BASELINE PUMP START RELAY 1 � co o N (6 CO 0 1 9 2. OPTIONAL BADGER METER MODMAG (R) M2000 ELECTROMAGNETIC FLOW METER z U z z z z z } AVAILABLE. U Y U U U U m 2 P U MP STATION CONTROL ui o w o 21 42( UMP STATION WITH FLOW METER OPTION _ W W M WI`SALE: NTS p J p J z U SCALE: NTS w w w z cn w_ w_ z Q Q O p > > Q U N U 0 0 > w w w Lu Ly Ly 15 J J wU wU ww2w � LL � LLO popo Lo o ~ U U c co rn U Q U Q U c 0 J O N co Lo CO z N 118 N i O N O U Q) N �� N CD U Y Y U U o 0 O w o w z z z Y O N E � � W 2 d � 0 d U Q U O p U J J Q 7 O O cm 88 3/8 w cn z 180 13/64 • 180 13/64 z O J U 0 Q c F— zoo W J Z m J j w U) - J 0 U O O OONAL FNc o� ENSF� 3 PUMP STATION ENCLOSURE SHEET NO: 15461 CD-7.0, SCALE: NTS C D-7.0 OF �� `' DATE: 105 84 r F NO 8-24-2023 PAGE NO: 51 OF 69 SAND/GREASE TRAP (ISPWC SD-624) OR ENCLOSE TOP & SIDES OF ROCK z SEDIMENT MANHOLE (ISPWC SD-61 1) WITH NON WOVEN GEOTEXTILE FABRIC 18" DIA. CORRUGATED HDPE IF INSTALLED WITH CHAMBERS/ OBSERVATION WELL 1 ~ 2' RING & 1-FT MIN TYP 6" MIN TYP 18" DIA. HDPE OR PVC # J OR PVC PIPE PERFORATED PER CHIPS, INSTALL WOVEN - �► ON OPPOSITE SIDE OF STREET IN SIDEWALK OR COVER PER PERFORATED PER � PERFORATION SCHEDULE GEOTEXTILE TO SEPARATE CHIPS ENCLOSE TOP & SIDES OF ROCK MIN 50' DISTANCE C/) ISPWC SD-617 AND DRAIN ROCK SCHEDULE BELOW � (TYP) TREES & SHRUBS WITH NON WOVEN FILTER FABRIC Sidewc1k Z =3 ARE NOT PERMITTED SEE COVER Q OBSERVATION NOTES U � ON TOP OF SEEPAGE BED OPTIONAL STORMWATER STORAGE ° - -2" CHI CHAMBERS, SHAPE & SIZE ° O PS•,° ELEV BOTTOM PERF <= EE COVER -� VARY PER MANUFACTURER c SD PIPE W ELEV BOTTOM BAFFLE NOTES \ /\\j \\/�\\/ a a ° 1 8 2" \\//\/\\\/\/ ° o ® O ® 0 WOVEN GEOTEXTILE BETWEEN \\ \��\ °p°°° UJ n" n nnr ° /// \ / CHIPS AND 2" DRAIN ROCK w SEE 5 ° ° ° ° ° ° STD ° ° ° ° ° ° ° ° \ \� \/� \\�\\ OVERLAP WOVEN AND NON ° ° ° ° LL w NOTE 11 \, NATIVE. \ w 0% SLOPE 0% SLOPE \\j \\j\\/ WOVEN GEOTEXTILE A MIN OF Q ^Q ^Q ^Q ^Q ^^ ^^ ^^ o 0 0 0 0 0 0 0 0 0 \/ SOIL \/ nrn 'ED \\ \jam\V�ji/�A\\\ 1-FT ON ALL SIDES 2" WASHED DRAIN `' WASHED DRAIN n \�\\j\\�j ROCK OR CHIPS w_D CK OR CHIPS Q Q �TG'�� ewa O \\�. 0 =2H \ \i iAi \\ /A\iA�NATIVE %�\\\ \\�, 2" WASHED VARIES-SE jA\/\\\�V�A z Q ® �° MAINTENANCE i iAi\ iA\i \\� A� i\\ o o SOIL //\/\\�\�/ DRA` IN ROCK PLAN SHEE \�/ \\�\\��\�\\ STRUCTURES O 0 0 0 •. 1.5-FT 1.5-FT 5' OF 18" SOLID ASTM C33 ASTM C33 WQ PIPE, HALF o� WALL PIPE WITH 1.5-FT ERF TOP •. FILTER SAND:' 'FILTER SAND;. } 3 L, 4" OF 4" PIPE BEDDING 3-FT ASTM C3 ) MAX HSGW WIDTH VARIES FILTER NONWOVEN FILTER FABRIC. OVERLAP TRANSITION 5-FT IN _ PER PLAN SAND 1 5' MAX WIDTH MINIMUM OF 1-FT TOP AND BED NON-PERFORATED -ELEVATION SIDES ONLY TO PERFORATED PIPE OPTIONAL CHAMBER STANDARD U SECTION S SECTION SECTION A-A PLAN-SEEPAGE BED J NOTES: N.T.S. N.T.S. SEEPAGE BED 1. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. OUTSIDE ROADWAY 2. CONTACT DESIGN PROFESSIONAL FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENVE)UNTERED ABO OBSERVATION WIDTH N.T.S. MAX HSGW ELEVATION WELL #1 r� p5 4S° OBSERVATION WELL #1 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED 4. SEEPAGE BED SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS h hj�5 4S°, �VIN OPPOSITE SIDE OF STREET IN SIDEWALK OR � Cn N 5. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS d `�' o/ � ewa (!� Y O 6. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM a U ti 7. EL. IN >= EL. BOTTOM PERFORATIONS IN 18" PERF PIPE } 0 O � 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES �4s• �� z z 00 9. BED WIDTH SHALL REMAIN CONSTANT „ 10. WATERTIGHT CONNECTION REQUIRED A A 18" PERF PIPE SD PIPE J z 11. HIGH FLOW BYPASS PIPE ONLY NEEDED IF 0100 VELOCITY THROUGH STRUCTURE > 0.5 FPS WQ `�d`e ® m 0 P 0 CO W COVER NOTES: J OBSERVATION PERFORATION SCHEDULE (1 of 3) z (n FOR SEEPAGE BEDS OUTSIDE PUBLIC RIGHT-OF-WAY: WELL #2 3/8" PERFORATIONS IN VALLEYS O 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED ACROSS STREET OF CORRUGATED PIPE. 5 EA ON O N m WITHIN SIDEWALK 18", 8 EA ON 12" 0 U Lf') FOR SEEPAGE BEDS IN PUBLIC RIGHT-OF-WAY: Sidewalk A o z 1. A MINIMUM 1.0-FT COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED p --BACKFILL OVER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN LJj --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED WQ PIPE, U --TOP OF BED UNDER SIDEWALK SHALL BE MIN 1.0-FT BELOW PAVEMENT SUBGRADE I i PERF TOP HALF R'AdGED1^"' GR '"'E'R `"'^' Cn 0 2. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR 4" TO 2" ROCK IS REQUIRED WITH PLAN W � MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. OBSERVATION WELLS: 2 REQUIRED PER BED PLAN-SEEPAGE BED 3. FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL MST EXTEND ABO N.T.S. UNDER SIDEWALK SUBGRADE p 4. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING ROEISTANCE OF TH REQUIREMENTS FOR FACILITIES IN RIGHT-OF-WAY N.T.S. U SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE 1. BED IS LIMITED TO AREA WITHIN 5-FT OF CURB FACE UNDER ROADWAY; SEE BMP 20 SHEET 2 OF 3 FOR ADDITIONAL NOTES 2. NO GREATER THAN 10-FEET IN DEPTH TO THE BOTTOM OF THE ROCK; N N N M N N co W 3. MAY NOT EXTEND OUTSIDE OF THE RIGHT-OF-WAY (MAY NOT ENCROACH ON PRIVATE LOT IN AN EASEMENT); � Lo M N N Q p N o N CO 1 BMP 20 SEEPAGE BED W/ OPTIONAL CHAMBERS 2 BMP 20 SEEPAGE BED W/ OPTIONAL CHAMBERS BMP 20 SEEPAGE BED W/ OPTIONAL CHAMBERS z u Y z z z z n D-8.0 D-8.0 D-8.0 0 2017 ACHD STORMWATER SUPPLEMENTS 2017 ACHD STORMWATER SUPPLEMENTS) (2017 ACHD STORMWATER SUPPLEMENTS) 2 2 U SCALE: NTS 1 of 3 SCALE: NTS 2 of 3 SCALE: NTS 3 of 3 0202 U MIN 6 WIDE PED XING: > w co w ti 35-FT MAX SPACING IN HIGH W o w 0 w U) VOLUME PED AREAS, PAVED JOINTS TO HAVE MAX �" GAP SPACING NOTES: p 0 p 0 Z LENGTH & WIDTH 2 W W Z � >- O SURFACE REQUIRED 70-FT MAX IN ACCORDANCE WITH LATEST ADA 1. THE USE OF PERMEABLE INTERLOCKING Q Q VARIES PER j j Q , U N U � MI 1 DESIGN SPACING OTHER AREAS, ASTM #8 OPEN-GRADED REQUIREMENTS CONCRETE PAVERS (PICP) IN PUBLIC W W p c 5' MIN MINA PAVEMENT/GRASS/MULCH FRACTURED AGGREGATE IN CURB/EDGE RESTRAINT PER STREETS REQUIRES ACHD APPROVAL PRIOR w w EE � - � - w ISPWC SD-701 R, SD-702R, W W_ Lu W_ L ii BOTTOM CELL CURB/EDGE RESTRAINT SURFACE OPTION OPENINGS � TO DESIGN OR SHALL MEET THE Z Z 2 w w 1"-2" WIDTH A INTERLOCKING GONG. PAVERS MIN. SD-703, OR DETAIL BELOW REQUIREMENTS OF ACHD POLICY SECT 8202. Lu o FL NOTES: U U O W LL W u- BELOW 2' MIN 3 1/8" (80 MM) PER AGREEMENT FOR PROTECTION AND J J W W W w GONG CURB 1. FOR SWALE INLET OPTIONS ON CURB STREET ASTM C 936 MAINTENANCE OF PICP IS REQUIRED. o o } p O p O c 4" CURB BREAK @ 2' o o = >- _ 1"-2" -SIDEWALK- SECTIONS, SEE THE FOLLOWING DETAILS IN THE ASTM 8 OPEN-GRADED 2. INTERLOCKING CONCRETE PAVEMENT Lo o ~ U � U � 0 ON CENTER, BACK SIDE ONLY # CO °� U Q U Q U c 5%� % SIDEWALK <_2% SLOPE ISPWC & ACHD SUPPLEMENT TO THE ISPWC: FRACTURED AGGREGATE BEDDING INSTITUTE (ICPI) CERTIFIED INSTALLER IS '. a :: 41 41 4 W 41 4 W � y y COURSE 1 1/2" TO 2" THICK \ �` \ REQUIRED. INSTALLER TO PROVIDE p N OPE W 41 4 41 BIORETENTION 6' y A. SD-715 SHALLOW INLET DETACHED WALK j�/ /j�/j \\�/j\ CERTIFICATIONS PRIOR TO PLACEMENT. Nicol � co ll ti Z. o �/qX MPX SV / \ 41 41 4 PLANTER ASTM #57 OPEN-GRADED \\//\\//\\//\\\\ 3. PICP SHALL MEET REQUIREMENTS OF ACHD B. SD-715A SHALLOW INLET ATTACHED WALK /\\/\\/\\/\ BASE SECTION PER CURB DETAII p W 41 41 � W W 41 � W y FRACTURED AGGREGATE BASE \ \/\/ SECTION 8010 INFILTRATION REQUIREMENTS. N BIORETENTION SOIL F NATIVE MATERIAL 8" C900 PIPE COURSE 4" THICK \\/�\\/�\\ 4. 0% CROSS SLOPE ON PAVER SURFACE AND o MEDIA, COMPACTED %,, `=. C. SD-71 6 CURB OPENING INLET N 4 TO 95% DENSITY z ��/i' �� /\ UNCOMPACTED BIORETENTION SOIL ;.• '..• '.' PER ISPWC SD-715A # j\�\j\/ SUBGRADE. 00 ASTM 2 OPEN-GRADED \/\/\/ a0) BEHIND CURB z o SUBGRADE MEDIA SCARIFY SUBGRADE 3" MIN 2. FOR OPTIONAL GRAVEL LAYER, CHOKER SHALL USE FRACTURED AGGREGATE SUBBASE //// /// \\\\j�/ 5. MAXIMUM LONGITUDINAL GRADE IS 2.0% N o Q o o 7ASTM #8 OPEN-GRADED FRACTURED AGGREGATE THICKNESS PER DESIGN \\/\\\ \\/ /\ \\ /\\ 6. FOR USE WITH ATTACHED SIDEWALK OR N BEFORE BIORETENTION SOIL /\/\/\ \/\/\ \/ - U 0- BEDDING COURSE 1 2" TO 2" THICK. REQUIREMENTS \/�\//\//\// /\//\//\ ALLEYS ONLY. o U Y Y Q o N STAL LAT 10 N / \j\\j\\\\j\ \\j\\j\\j\\ O PLANTINGS M A \//\//�//\// /\/j\//\/j\ NONWOVEN FILTER FABRIC 7. AGGREGATES SHALL MEET ASTM STANDARDS SEE NOTES 8" MIN PIPE OVERFLOW IN LET OPTIONS, SEE BMP 31, SHT 2 OF 2 PERFORATED PIPES) \ \ \ \ \ \ \ \ cn CHOKER LAYER ASTM #8 PER SECT 8200, ENCLOSE AND ICPI PERMEABLE INTERLOCKING o 0 TO STORM DRAIN WITH APPROVED DISCHARGE POINT. z o w OPEN-GRADED FRACTURED SIDES AND ENDS OF OPEN- CONCRETE PAVEMENT (PICP) MANUAL, o w Y >o 'n - REQUIRED IF INFILTRATION RATE z z z 24" AGGREGATE BEDDING COURSE O GRADED BASE, 6-IN MIN OVERLAP CURRENT EDITION. � cD U � BIORETENTION 2" THICK STORM DRAIN TRUNK LINE OF NATIVE SOILS <0.5 IN/HR 8. OBSERVATION WELL PER ISPWC SD-627. � � w = a SOIL MEDIA d 0 o c� Q OPTIONAL GRAVEL LAYER FOR PLAN UNCOMPACTED/SCARIFIED 17 SEASONAL HIGH GROUNDWATER OBSERVATION WELLS ARE REQUIRED AT THE o SECTION WITH CURB ADDITIONAL STORAGE MUST BE SOIL SUBGRADE - LOW POINTS. IN THE PAVER SECTION AND ABOVE SEASONAL HIGH GW N.T.S. OUTSIDE. OUTSIDE WELL TO EXTEND MIN 1 U N.T.S. SECTION BELOW SEASONAL HIGH GROUNDWATER. J WIDTH VARIES N.T.S. OUTSIDE WELLS ARE NOT REQUIRED IN w WITH DEPTH ALLEYS. CURB/EDGE 9. PAVER PRODUCTS PER ACHD APPROVED 0 5' MIN 1' RESTRAINT OBSERVATION WELL PAVER SURFACE 0% CROSS SLOPE LIST. SEE DEVELOPMENT SERVICES FOR O 2' MIN WIDTH PER SIZING REQS MIN n�,rnri ,,,", T„ PER ABOVE PER ISPWC SD-627 CURRENT LIST. 8"Wx18"D RIBBON w BOTTOM CELL n �M BRAIN 24" CURB EDGE RESTRAINT 10. REVERSE PAN VERTICAL CURBING SHALL WIDTH 8"-36" nrri 1„r BIORETENTION CURB/EDGE RESTRAINT PER ISPWC ONLY BE PLACED ALONG MEDIAN ISLANDS ~ Z cnSEE L � SD-701A, 4" CURB BREAK AT OR 2'X8" RIBBON CURB J c 2' MIN STEP OUT GVERFi GW SOIL MEDIA EDGE RESTRAINT PER AND COLLECTOR ROADWAYS THAT DO NOT Z Q U � °� SIDEWALK @ 2' O.C. FOR DRAINAGE - ZONE SEE �rrT SECTION AS ISPWC SD-703 CONTAIN FRONT-ON-HOUSING. REVERSE PAN EDGE OF BMP 32 DEPTH INDICATED ABOVE ROLLED CURBING SHALL ONLY BE USED FOR 0 PAVEMENT OR 1 -2 1"-2" SHT 2 OF 2 VARIES SIDEWALK S2% SLOPE ROADWAY SECTIONS THAT CONTAIN �/ 4 0% SUBGRADE CROSS SLOPE FRONT-ON-HOUSING. RIBBON CURBING � � I• ^ 5% � SIDEWALK S2% SLOPE - - - ___ _- _ - - - •` _ \ w 8' THICK 5% � 1 II - _ - RIBBON CURB - - ' -i i i=��i =1 I I=1 I I-III-III-III III-1 I I-III=III= ,��-� SHALL ONLY BE USED ALONG ALLEYWAYS. z W �. X SVOPE '\ VARIES z 11. UTILITY WORK, INCLUDING JOINT TRENCH AND 0 0 0 J \,��, #4 DEFORMED BAR, 0� SLOPE 9" MIN NATIVE SOIL ��/. S p �• /\�/� EMBED MIN 1 1/2" ALL UNDERGROUND UTILITIES, SHALL BE z F NATIVE MATERIAL COVER @ 1.5' O.C. (TYP) 3„ " COMPLETED PRIOR TO EXCAVATION OF Q BIORETENTION SOIL �j� 4" OF a MINUS : z� HIGROUNDWATERSUBGRADE AND PLACEMENT OF BALLAST z J �, //\� O O O O O O O O O o MEDIA, COMPACTED %\ ,, �\ /\��\ CRUSHED AGGREGATE, EXTEND - w L UNCOMPACTED BIORETENTION SOIL SUBGRADE - SECTION AND PICP. O TO 95% DENSITY oz SUBGRADE MEDIA, SCARIFY SUBGRADE 3" MIN O O O O O o O O o 0.5-FT BEHIND CURB (TYP) �� J - BEHIND CURB z F_ � < u o BEFORE BIORETENTION SOIL 30 MIL LINER PLANTINGS w 0 INSTALLATION O O O O O O O O O O �_ MAX HSGW U SEE NOTES n CHOKER LAYER ASTM #8 ELEVATION STREET OR ALLEY SECTION 0 __ MAX HSGW ELEVATION OPENS GRADED FRACTURED NATIVE MATERIAL OR N.T.S. 24" AGGREGATE BEDDING COURSE OPTIONAL GRAVEL LAYER WITH CHOKER BIORETENTION 2" THICK S�ONAL F SOIL MEDIA SECTION A-A FOR BMP ADDITIONAL SOTORAGE SEE NOTES F 2 ��S �CENS �C� a�i OPTIONAL GRAVEL STORAGEYMUSTFOR BE N T S O �. FD �� SECTION WITHOUT CURB �^ N.T.S. ABOVE SEASONAL HIGH GW 15461 SHEET NO: 0 BMP 34 PERMEABLE INTERLOCKING CD-8'0 4 BMP 30 BIORETENTION SWALE 5 BMP 31 BIORETENTION PLANTER �G4,TTf OF��R�`' L 6 INTERLOCKING CONCRETE PAVERS F. NORM DAT8.24-2023 D-8.o D-8.o D-8.o PAGE NO: (2017 ACHD STORMWATER SUPPLEMENTS) (2017 ACHD STORMWATER SUPPLEMENTS) (2017 ACHD STORMWATER SUPPLEMENTS) U SCALE: NTS SCALE: NTS SCALE: NTS 52 OF 69 CD z \ \ J 10 ' - III =I I EI I I=III 8 �• ' : : . IF-III 0 O =III-111- � "\ >>.. •. III-III \ U � ' : I III=III z (.Da II=11 -III=1 =III=11 -11 -11� III- _ _ III=III w 2 III-I!_ III-III=IIIIIIIII IIIIIIIII (J VERTICAL BEND DETAIL ICI=1�1 Ti I- III--ICI III 30' CROWN LL _ II ICI-III -III __ TAPER (MIN.) //} •.��..III II 8 =III= 3 III-III =11_ I -III -III B 0 TYP. BEND DETAIL 1 DO NOT LOCATE IN CONCRETE j C BLOCKING 2 ' LEGEND D 10010 t -III=III= = III=III O, FOR HORIZONTAL PIPE BENDS, BEARING 3 -1 I I-III-I 11=1 d I I S -111= THRUST BLOCKS MUST PROVIDE 2500 P.S.I. , .g =11T III CONCRETE POURED AGAINST UNDISTURBED TTT I •! III=I II= EARTH PER TABLE 1. REDUCER FOR VERTICAL PIPE BENDS, GRAVITY THRUST • • III-III- THRUST BLOCKS MUST PROVIDE A VOLUME OF 3 B 4 I I I_1 CONCRETE POURED AGAINST UNDISTURBED EARTH 3 , II-III- WHICH IS SIZED FOR EXPECTED FORCES WITH A D g �_� MINIMUM 1.5 FACTOR OF SAFETY. MONOLITHIC POUR CONCRETE _ JI1= PER SECTION-703. U 3 �111=III=11�111=III-III-III O3 NO. 12 COPPER FINDER WIRE. SEE SD-514 FOR 1 J 5 III-III=III=III-III-III=III- SPLICING. t�4 C.I. VALVE BOX WITH COVER. PLUG DETAIL EXPANSION JOINT AT POINTS 0- OF RADII TERMINAL.O3 ©7 O C.I. GATE VALVE (M.J.). PERSPECTIVE 1 =_-III -III=II ICI © PRECAST BLOCK FOR CUT IN TEE AND VALVE OR TEE CAST IN PLACE WITH 2 1/2" 0 MIN. REBAR. 4'-0" (n 8 7 I = • II- O TRENCH SIDE. 2'-0" 2'-0" Y NO o ' III- R1/2° 1 1/2„ I ZIII- d'�� d \\ =1L1 8 PIPE. U O � �IIIIIII •�:: :.•.•�. �• II�j�IIII � - ,•; z O _ _ O9 PLUG. 0 1-1T-611�II=1 I- 6 3 10 HAMMERHEAD THRUST BLOCKING. 1 6 m J Q - MIN. 9 = m L 11 ANCHOR BARS (1/2"0 MIN.) . LEGEND: CIO VALVE ANCHOR DETAIL � t ;� • c/) TABLE 1 - 0 6" OF 3/4" MINUS CRUSHED O AGGREGATE BASE MINIMUM. O THRUST AREA FOR HORIZONTAL BENDS*** f l l=III NOTES: U m SOIL BEARING PRESSURE =2000 PSF III= OA ANCHOR ALL VALVES CONNECTED TO P.V.C. O CONCRETE. z WORKING PRESSURE RAnNG =150 PSI TEE DETAIL PIPE AS SHOWN. p SAFETY FACTOR =1.5 O3 1/2" EXPANSION JOINT. TYPICAL SECTION MINIMUM SQUARE FEET OF THRUST AREA OB COVER BOLTS AND FLANGES WITH PLASTIC w ONTO UNDISTURBED EARTH* TO PROTECT FROM CONCRETE ADHERENCE I- C) DURING CONSTRUCTION OF THRUST BLOCKS. C) p PIPE TEE, PLUG 90' 457 22.5, 11.25' NOTES: �p SIZE OR VALVE BEND** BEND BENDS OR REDUCER © SEE CHART FOR MIN THRUST BLOCKS OA GRADE OF GUTTER MINIMUM 0.4%. p 3 0.8 1.1 0.6 0.3 BEARING AREAS. 4 1.4 2.0 1.1 0.6 © FILLET DETAIL FOR CORNER RADIUS 15 FEET OR LESS. p 6 3.2 4.5 2.4 1.2 OD ALL CONCRETE TO BE 2500 P.S.I. STRENGTH POURED AGAINST UNDISTURBED U 8 5.7 8.0 4.3 2.2 EARTH. © FILLET AND BASE SECTION THICKNESS SHALL MATCH THE VALLEY GUTTER, TYPICAL. 10 8.8 12.5 6.8 3.4 O PAY LIMITS FOR VALLEY GUTTER. 12 12.7 18.0 9.7 5.0 E PROVIDE 6 MIL POLYPROPYLENE BETWEEN 0D N N N c� c') 14 17.3 24.5 13.3 6.8 FITTINGS AND CONCRETE. r 6 c% N d 6 N W N N N CM N N ch 16 22.6 32.0 17.3 8.8 LO co m Nt LO (D � Q 0 OF NOTIFY ENGINEER FOR ANY CONDITION OR c 18 28.6 40.5 21.9 11.2 PIPE SIZE NOT INDICATED. N o N co 0 L * MUST BE INCREASED BASED ON DIFFERENT CONDITIONS (HIGHER WORKING PRESSURE OR LOWER SOIL BEARING STRENGTH). Op ALL BLOCKS TO BE CENTERED AROUND U Y U U U U 0}0 PIPE SPRING LINE. ** OR TEE ACTING AS A 90' BEND. ***THRUST BLOCK DEPTH TO BE A MINIMUM OF 12" FOR PIPE SIZES 3"-8" 2i 0 AND 18" FOR PIPE SIZES 10"-18" OR THE SQUARE ROOT OF THE LU 0 LU 0 U w O w 0 W LU M Lu I` 0 REQUIRED BEARING AREA, WHICHEVER IS GREATER. � � D� 0 J 0 J z SD-403 THRUST BLOCK DETAILS 2 SD-708 VALLEY GUTTER LU LU z < U < U o D-9.0 D-9.0 wwo � U `� U (2020 ISPWC) (2017 ISPWC ACHD SUPPLEMENT) w w w � SCALE: NTS SCALE: NTS ILL 2 w Ly w L J J w O� L.L D� L.L U U O 00 p 0 0 U.) o ~ U U c co rn U Q U Q U c 2' CLEAR WIDTH PER PLANS 2' CLEAR o N 1 1-011 5�_O�I 1 V-011 N ch � lf) (D I� Z CD O RADIUS EDGER FINISH 0 3. cL/T 1.75% ± 0.25% 3:1 G WELDED WIRE MESH N 3. 1 2/o CROSS SLOPE ASTM A185 0 N F - - - - - - - - - - - - - - o a CD 0 Lu Lu > W // // // // // // // // / // // // // // // // // // // o o 0 5" THICK CONCRETE I J 4" OF 4" MINUS CONCRETE BASE 3" CONCRETE PAVING LIGHT BROOM FINISH w MATERIAL AS PER SECTION-800 PERPENDICULAR TO WIDTH OF PATH a 0 6" AGGREGATE BASE NOTES w cn 1. LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY OWNER. z Z GEOTEXTILE FABRIC - O j 0 2. BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY. U 3. SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. IN L BOTH THE LONGITUDINAL AND TRANSVERSE DIRECTION FOR SIDEWALK GREATER THAN 5 UNDISTURBED EARTH C� FEET IN WIDTH. uj z > W 4. 2" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR CURVE Q AND WHERE SIDEWALK IS PLACED BETWEEN TWO PERMANENT FOUNDATIONS OR NOTES O 00 a ADJACENT TO A STRUCTURE, PLACE 2" EXPANSION JOINT MATERIAL ALONG THE BACK OF 1 . CONSTRUCT MULTI-USE PATHWAYS PER TYPICAL PAVING SECTIONS z o THE WALK THE FULL LENGTH. SHOWN IN THE MERIDIAN PATHWAYS MASTER PLAN CHAPTER 3. z J c� 5. SIDEWALK CONSTRUCTION JOINTS SHALL BE CONSTRUCTED APPROXIMATELY$" WIDE, 4" IN w DEPTH AND FINISHED AND EDGED SMOOTH. A PREFORMED EXPANSION JOINT FILLER 2. PATHWAY SECTION CONTINGENT ON GEOTECH REPORT. SEE PROJECT -1 SHALL BE PLACED EVERY 40' FOR NEW SIDEWALK CONSTRUCTION. GEOTECHNICAL ENGINEERING REPORT PREPARED BY ATLAS TECHNICAL v6. ALL CONCRETE SHALL BE CLASS 3000 PER SECTION-703 OF THE ISPWC UNLESS CONSULTANTS (ATLAS FILE NO. B2116029), DATED JUNE 25, 2021 , AND OTHERWISE NOTED. SUBSEQUENT ADDENDA. SS�ONAL FN ENSF� c�ti TYPICAL MERIDIAN CONCRETE PATHWAY �� SHEET NO: 3 DETACHED CONCRETE SIDEWALK 4 CROSS-SECTION DETAIL 15461 CD-9.0 0 D-9.0 SCALE: NTS D-9'0 SCALE: NTS •fG�gT£ OF ��, F, DATE: U �T F. NO 8-24-2023 Q) PAGE NO: 53 OF 69 C� z cn � z =3 00 U � CD NOTES Lu 1. NO SERVICE CONNECTION SHALL BE MADE WITHIN EIGHTEEN (18") INCHES OF NOTES THE PIPE ENDS. MULTIPLE CONNECTIONS MADE ON THE SAME JOINT OF PIPE 1. SEE STANDARD DRAWING W6 FOR METER SETTER SHALL BE STAGGERED ON THE CIRCUMFERENCE AND SEPARATED BY A MINIMUM JURISDICTION po. OF METER VAULT ELEVATION AND DRAWING W1 FOR FITTINGS. Lu OF EIGHTEEN (16') INCHES. LINE NOTES 2 LOCATE VAULT ON NORTH OR EAST SIDE OF PROPERTY 2. METER VAULTS LOCATED IN TRAFFIC AREAS SHALL USE TRAFFIC RATED HDPE CITY CUSTOMER/PRIVATE 1. SEE STANDARD DRAWING W6 FOR METER SETTER - 2'-0" f6" . LINE (P/L). VAULT AND COVER, OR 30"0 CMP WITH GRADE RINGS AND MANHOLE RING AND I ELEVATION AND DRAWING W1 FOR FITTINGS. o ry COVER PER ISPWC SD402. THE COVER SHALL HAVE A 2" HOLE WITH RECESSED FINISH GRADE SLOPE q OF METER VAULT 1 I 3. ONLY FOR BUILDING LOTS WITH A 3-FOOT SIDE YARD • AREA FOR METER TRANSMITTER. tTO OF SIDEWALK I 11 SEE STANDARD DRAWING W6 FOR 2. LOCATE VAULT ON NORTH OR EAST SIDE OF PROPERTY � SET BACK, THE WATER METER SHALL CENTERED 12"-24" 3. LOCATING WIRE SHALL BE TAPED TO SERVICE LINES AT 5' MAX. TAPE TO ELEVATION REQUIREMENTS a 2'-0" (f6") LINE (P/L). ° °e 4 10' N/E FROM THE SIDE YARD PROPERTY LINE. SERVICE NOT MORE THAN 6" FROM ANGLE STOP (WITH 10 MIL WATERPROOF ;• 8 S/W e 3. ONLY FOR BUILDING LOTS WITH A 3-FOOT SIDE YARD 0*- TAPE.) I 1 SET BACK, THE WATER METER SHALL BE CENTERED fl DEPTH OF 5 4. LOCATING WIRE TO EXTEND TO FACILITY ON "CITY OWNED PROJECTS" FROM 12"-24' FROM THE SIDE YARD PROPERTY LINE. ' . 3 LINE 42" METER. e', .e a NOTCH VAULT OVER SERVICE LINE 3/4"5. FITTINGS TO INCLUDE STAINLESS STEEL INSERTS ^ > ° 2 TO RESIDENCE 6. PROVIDE LENGTH OF LOCATING AND GROUNDING WIRE TO EXTEND 24" ABOVE ,. p> I 10'-0" e W GRADE WHEN UNCOILED. °dIf LOCATING WIRE 1" NOTCH VAULT OVER OF METER VAULT CONNECT LOCATING N SERVICE LINE WIRE & GROUNDING - - - "RE WITH WIRE NUT 3 ep• I c, o. p°o' r 6 SERVICE MARKER 2 9 >e a TO RESIDENCE J 2 J 2 ° a'° 7 W In J 2 d e. p►• I W W gyp" O 4 4 4 2 I 3 4 N 5 q, N, .o 3 M p W _ o N F 3 of v Z O 15' .:.�.�'�.' "iti;. -i'>�i V ti: .;'.<'..� �.:.::;+ ..a:,-�'•, s .gip O / ,-' �:$� `y:-..rtio: ..•'+c�:rt'�•>+;:�.,�c.was - ,..•e,.� �l. 1" SERVICE 6 'R' t:xi4 <•v'+ tF=rv-•.. :•i r.';r»r' :\/ LINE (TYP.) 4 e,> I 4 �`..w F N I rV,J04 Ill- 5 \\�� `\/ B Z (D � LEGEND 6"� MIN.SAND Y " p PROPERTY PIN z z 00 1Q 1" BALL CORPORATION STOP 11 COVER: 8 e a - - - - - - - P/L Z 2 LOCATING WIRE WITH BLUE INSULATION COVERS SHALL BE MARKED "WATER" DOUBLE WATER METER - J Q • COVERS SHALL HAVE A 2" HOLE AT CENTER p.. O 03 20" DIA. X 36" POLYETHYLENE VAULT; NOTCH FOR " COVER SHALL HAVE RECESSED AREA FOR MAGNESIUM e SINGLE WATER METER BRANCH FITTING AND LOCATION -j TO RESIDENCE Z m LLI SERVICE LINES. TRANSMITTER GROUNDING $ -NTS- LEGEND -NTS- 5 (f� U) ® SERVICE SADDLE EPDXY COATED FACING WITH ANODE PROPERTY PIN z STAINLESS STEEL BAND AND HARDWARE WITH IRON © COMPRESSION FITTING, 3/4- X 1" (3/4" SERVICE) METER VAULT NOTCH FOR SERVICE LINES. O PIPE THREAD COMPRESSION FITTING, 1" X 1" (1" SERVICE) © BRANCH FITTING 1" X 3/4" O N m 50 WATER MAIN U © ui © 1" SERVICE LINE, NO SPLICING ALLOWED. LEGEND 3/4" BALL VALVE (X2) Lf)z � Q FULL OPENING BALL VALVE, 1" FOR SINGLE SERVICE 1D METER VAULT; NOTCH FOR SERVICE UNE(S). ® METER SETTER AND 3/4" FOR DOUBLE SERVICE © BALL VALVE 05 SERVICE MARKER, 2 x 4 OR 3" DIAMETER WOODEN POLE ® FIRM UNDISTURBED EARTH © METER SETTER PAINTED FLUORESCENT BLUE. Lij 90 EXTEND SERVICE LINE 10' FROM METER VAULT (SEE ® SERVICE LINE © 1"0 SERVICE LINE U REVISED AUGUST 2022 REVISED MARCH 2O22 STD. DWG. W3) AND PROVIDE TEMPORARY PLUG LOCATING WIRE WITH BLUE INSULATION. REVISED JUNE 2019 9 (THREADED IN HIGH GROUNDWATER AREAS). © PLUG LLI Q ® 3/4" METER SETTER WITH LOCKABLE KEY VALVE CITY OF MERIDIAN STANDARD DRAWING NO. 6 SERVICE MARKER, 2 X 4 OR 3" DIAMETER CITY OF MERIDIAN STANDARD DRAWING NO. ® PLUG CITY OF MERIDIAN STANDARD DRAWING NO. o (3/4" SERVICE) SUPPLEMENTAL 3/4 SINGLE, 3/4 DOUBLE O WOODEN POLE PAINTED FLUORESCENT BLUE. SUPPLEMENTAL 3/4" AND 1" SINGLE SUPPLEMENTAL 3/4" DOUBLE 1" METER SETTER WITH LOCKABLE KEY VALVE SPECIFICATIONS OR 1" SINGLE SPECIFICATIONS SPECIFICATIONS (1" SERVICE) wl WATER SERVICE CONNECTION W2 WATER SERVICE CONNECTIONW3 TO THE IDAHO STANDARDS FOR TO THE IDAHO STANDARDS FOR TO THE IDAHO STANDARDS FOR U PUBLIC WORKS CONSTRUCTION WATER SERVICE CONNECTION PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION O N N N M M N N N coN N co w (6 I- Lo A N O� N I- 0 N O N CO T Q C L.f) 00 07 4 L6 to r-. 0 O L Uo Yzzzz U U U U m c � � 0 U U ; w co O w 0 � wD_ w Lu 0 J G J Z W_ W_ z Q Q O 0 > > Q U N U cA li W Lu 0_ w 0_ w 70- MAX. 2" MIN. 3/4" z z � 3: G 3: G N SEE DRAWING W6 J J LL LL' LL LL' LL :x::,.p:,: T SIDEWALK ® 2.0% METER U U O O 2,_0„ VAULT \ o } p O p 0 GRADE SIDEWALK ® 2.0% GRADE Lo O ~ U H U H CURB (f6') 5:. T CO m U Q GI <1 GI I LL J METER O I VAULTC14 O o - CURB I.. o O�O O N M co I� Z N �< STORM WATER>� CL 12 JURISDICTIONAL DISPOSAL ,�,^U�1, LINE WATER O � FACILITY � 2-0 11 0 SERVICE 0, U �Oo MIN. N \\ \\ ELEVATION SET OF METER VAULT LINE � o N O N Z Z Z 0- 11 0 0 o 0 0 � 14 0 PIPE SLEEVE - SEE PLANS o p 2 10' PAST EDGE OF BED OR TO Z z O U O MAX. 2" MIN. 3/4" O LU j LOCATING WIRE w PIPE SLEEVE - TO BE � N " 13 10 h(WHICCHEVER COMES FIRST) EXTENDED 10' PAST EDGE OF � � LU = a E BED OR TO METER VAULT D_ o o v Q (WHICHEVER COMES FIRST) p SERVICE f U e MARKERT. SIDEWALK @ 2.0% GRADE 0ISOMETRIC VIEW OF CURBIL FINISH LANDSCAPE (t6") TAP CONNECTION GRADE O -NTS- VAULT 00 LOCATING 8 WIRE 17 16 9 19 TOM p� • DIMENSIONS ARE FROM FINISH W GRADE OR TOP OF LANDSCAPING 18 °°°g ° ° °° °° ° °°°g° TO TOP OF METER LID. 7� z 0O LEGEND 7 6 08<°0o a°° °oo°° 0 00a ,�o ° L O U 1. WATER MAIN. 5 °° ° 7 EXTEND 5 FT PAST VAULT NOTES O c 2. EPDXY FACED SADDLE WITH IRON PIPE THREAD AND STAINLESS STEEL STRAP. 17 4 17 OR PER SITE CONDITIONS ELEVATION SET OF METER VAULT LID 3. BALLCORP TYPE INLET, AWWA TAPER JOINT DETACHED SIDEWALK 1. PIPE MATERIAL FOR SLEEVES SHALL BE SCHEDULE 80 PVC FOR SLEEVES LESS r1 �- 6 MIN. 3/4" WASHED THAN 4 INCHES IN DIAMETER AND AWWA C-900 DR18 PVC FOR 4 INCH L.L 4. 1" DIA. GALVANIZED BRACE PIPE (APPROX. 18" LONG), 2 REQUIRED. AGGREGATE DIAMETERS AND GREATER. 7 7. SERVICE LINE (1-1/2" OR 2"), POLY PIPE -NTS- 5. FEMALE THREADED UNION FITTING TO MALE THREADS ON CURB STOP (1-1/2" OR 2"). z 6. BALL VALVE CURB STOP F.LP x M.I.P. (1-1/2" OR 2") SECTION OF METER SETTER&VAULT 2. SEAL ENDS OF PIPE SLEEVE WITH EXPANDING POLYURETHANE FOAM. 0 U M 0- 9. NOTCH FOR SERVICE LINE (FABRICATED WITH HDPE VAULT) NOTES: NOTES_j 8. METER SETTER 3 SEEPAGEEBEDS.S GREATER THAN 2 INCHES SHALL NOT BE CONSTRUCTED IN z narl Sz 10. HDPE METER VAULT, OR 30"0 CMP WITH GRADE RINGS AND MANHOLE RING AND COVER 1. IN THE ABSENCE OF A SIDEWALK, THE FOLLOWING DIMENSIONAL STANDARDS z D PER ISPWC SD402. 1. NO TAP SHALL BE MADE WITHIN 18 INCHES OF THE PIPE ENDS. SHALL BE APPLIED: O 2. THE DIAMETER ( 1-1/2" OR 2" ) OF EACH APPURTENANCE SHOWN L 11. 4'x35" CONCRETE COLLAR FOR TRAFFIC AREAS. THE METER LID SHALL BE A MINIMUM OF 3/4" ABOVE FINISHED GRADE OR W (3 12. 24" DIA. H-20 LID AND RING & "WATER" COVER. THE COVER SHALL HAVE A 2' HEREON SHALL BE THE SAME AS THE METER SIZE. 0) RECESSED HOLE FOR METER TRANSMITTER. 3. METER SETTERS FOR LANDSCAPE OR PRESSURIZED IRRIGATION TOP OF LANDSCAPING (MAX. = 2"). J 13. 1 1/2" METER = 13 1/4" WITH GASKETS, 2" METER = 17 1/4" WITH GASKETS. (CITY TO SYSTEMS - NO BYPASS SHALL BE ALLOWED. IN THE ABSENCE OF A SIDEWALK, THE C/L OF THE METER SHALL BE 2'-0" PROVIDE) 4. IF TWO OR MORE METER SETTERS ARE USED FOR SAME SERVICE - FROM BACK OF CURB. cn NO BYPASS SHALL BE ALLOWED. c 14. CAST IRON VALVE RISER WITH LID- SEE DWG W-11 5. PROVIDE SST INSERTS FOR ALL FITTINGS. 2. NO LARGE LANDSCAPING OR FACILITIES SHALL BE PERMITTED WITHIN A 5'-0" O 15. 4' DIA. SDR 35 PVC PIPE, NOTCH FOR SERVICE LINE. U 16. 1 1 2" OR 2" x 6" MIN STRAIGHT POLY PIPE 6. LOCATE WIRE TO EXTEND 24" OUTSIDE OF METER VAULT WHEN RADIUS of WATER METER. � / UNCOILED. (NOT FROM COIL) 7. NO ADDITIONAL FITTINGS ALLOWED BETWEEN CORP STOP AND WATER N 17. 1 1/2" OR 2" COMPRESSION FITTING M.I.P.xCOMPRESSION SERVICE ASSEMBLY. ONAL O 18. SOLID PRECAST CONCRETE BLOCK 1' X 1' X 2" THICK t`SS\ F/Vc 19. PLUG �� ,�CENSF� ijyt� >+ 20. MIN 12" BETWEEN BACK OF SIDEWALK, BACK OF CURB, REVISED DEC 2022 REVISED DEC 2017 REVISED MARCH 2O23 ` OR GUTTER AND EDGE OF VALVE RISER SHEET N O: CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. SUPPLEMENTAL (1 1/2" - 2") WATER SERVICE SUPPLEMENTAL ELEVATION SET OF METER VAULT LID SUPPLEMENTAL METER VAULT PLACEMENT WHEN 15461 CD-1 O O SPECIFICATIONS CONNECTION �q, SPECIFICATIONS - 3/4" & 1" SERVICES `n/� SPECIFICATIONS SEEPAGE BED OR SWALE INSTALLED W7 TO THE IDAHO STANDARDS FOR v V TO THE IDAHO STANDARDS FOR V �► TO THE IDAHO STANDARDS FOR � O PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION q P �G Tf OF�� k�' DATE: �T F. NORR 8-24-2023 cn PAGE NO: 54OF69 C� z cn � z � 00 U � CD w H w J STORZ CONNECTION I Q1 VALVE BOX LID • FIRE HYDRANT Eq> FACE OF 24"Ox6" CONCRETE COLLAR LOCATE STATION, SEE SEC.EC. 403 SEE DRAWING G5 DRAWING HYDRANT 5-1/4" LID, LEVEL W9 WITH CONCRETE SIDEWALK 6"-14" FROM BACK OF SIDEWALK OR 1/4" BELOW FINISH GRADE FINISH GRADE OR 24"-28" FROM BACK OF CURB BURY LINE FOR SEPARATED SIDEWALK o: REFER TO DRAWING Wll::::::::,,, — �'I• a,'d v • FINISH GRADE a 3 L 1 (2) #4 REBAR HOOPS OR U 5"-8" J LOCATING 3/4" TO 1" CLEAN FIBRILATED CONCRETE J WIRE DRAIN ROCK EXTENDS GROUNDING 12" HORIZONTALLY -W W WIRE a FROM EACH SIDE OF 6" VALVE FILTER � CONC. BASE AND 2 CAST IRON VALVE RISER MJ x FLANGE MAGNESIUM FABRIC F THRUST BLOCK AND _FIRE HYDRANT INSTALLED "M"x 6" TEE GROUNDING �j VERTICALLY TO 2" N O WATER SERVICE p (MJ x MJ x FLANGE) ANODE io ABOVE HYDRANT WITH THRUST BLOCK DRAIN HOLE z_ II /P . OU) r� 6" DIA. PIPE ::j ��• '.,: CN CONNECTOR (AT LEAST 18" •"%%''$� ';S's;,••": CD DRAIN 24"-30" w z z o0 KEEP CLEAR Q z 0 _ FROM P/L TO > S:is. — CENTER OF = J Q — I I+H I+H I +H I I+H I+Hi-k I+H H I METER VAULTIL m I-I-I PROPERTY LINE w z (n CAST IN PLACE CONC. WM p VALVE SUPPORT ALL MJ CONNECTIONS w/ THRUST BLOCK O 3 (4 CF OF THRUST O SOLID PRECAST JOINT RESTRAINT FITTINGS N m CONCRETE BLOCK BLOCK REQUIRED) c) Lo 1' X 1' X 2" THICK SOLID PRECAST CONCRETE BLOCK (SEE NOTE NO. 5) � of 1' x 1' x 2" THICK 6"-14" FROM BACK OF SIDEWALK z N 2 - SOLID PRECAST OR 24"-28" FROM BACK OF CURB N CONCRETE BLOCKS FOR SEPARATED SIDEWALK LOCATING WIRE TO BE PROVIDE HEAVY GAUGE VALVE w > NOTES 6" x 6" x 24" WIDE LAID ON TOP OF PIPE STEM EXTENSION IF BURY DEPTH U AND FASTENED EVERY EXCEEDS 5' � 10' WITH 10 MIL 1. JOINT RESTRAINTS TO BE USED AT ALL TEES, FITTINGS, AND JOINTS FROM MAIN TO HYDRANT. 3 3 WATERPROOF TAPE W p 2. ALL AUXILIARY VALVES SHALL BE LOCATED AT THE TEE ON THE WATER MAIN AS SHOWN ON THIS DETAIL. >> 0 3. PLACE LOCATING WIRE TO LOCATOR STATION. TAPE TO TOP OF PIPE EVERY 10' MAX. SPACING. SEE STANDARD DRAWING G-5 U FOR PLAN VIEW DETAILS. W W 4. ALL 4 1/2" OUTLETS TO BE POINTED TOWARDS PRIMARY STREET OR ACCESS ROAD. FIRE HYDRANT & WATER SERVICE N N N M M N N c•M N N M 5. ALL FIRE HYDRANTS SHALL HAVE A MINIMUM OF 5' RADIUS FROM MATURE LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS, INSTALLED - SAME LOT c` AN c� � N H 0 SEE DRAWING W9. N o N co co STANDARD GATE VALVE Lo � 0') � 0 6. HYDRANTS WILL BE INSTALLED TO GRADE TO MANUFACTURES DESIGNATED BURY LINE ON HYDRANT. CRETE C900 WATER MAIN Z U Z Z Z Z Z L 7. HYDRANTS SHALL NOT BE PLACED WITHIN 10 FEET OF DRAINAGE SWALES. GENERAL NOTES BLOCK 1' X 1' X 2" THICK +� - 8. HYDRANTS TO BE INSTALLED LEVEL & PLUMB. 1. SEE CITY OF MERIDIAN STANDARD DRAWING W6 FOR ELEVATION SET OF METER VAULTS. 2 2 U 9. INSTALL GROUNDING ANODE AT MINIMUM 24 INCH DEPTH. 2. HYDRANTS SHALL NOT BE INSTALLED WITHIN 10 FEET OF DRAINAGE SWALES• O 0 O 0 W O W O Q 10. ALL FIRE HYDRANTS SHALL HAVE STORZ CONNECTION; EITHER BUILT IN OR APPROVED ADAPTOR MAY BE USED. 3. FIRE HYDRANTS AND WATER METER VAULTS SHALL HAVE A MINIMUM OF 5' RADIUS W U U U) U U CLEARING FROM MATURE LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS INCLUDING NOTES > W co W I� c 11. ALL FIRE HYDRANTS INSTALLED BUT NOT ACTIVATED MUST BE COVERED WITH AN APPROVED BAG. FENCES. WHEN PLACED IN PARKING LOT ISLANDS OR OTHER AREAS SUSCEPTIBLE TO 1Q FOR VALVE BOXES IN STREETS WITH A SPEED LIMIT GREATER THAN OR W O� J � J U) 2) DAMAGE FROM VARIED TRAFFIC PATTERNS, DISTANCE FROM BACK OF CURB SHOULD BE EQUAL TO 35 MPH, USE BINGHAM AND TAYLOR HEAVY WEIGHT TRI-SKIRT O U 0 U Z 0 12. LOCATE STATION MAY BE MOVED TO SIDE OF HYDRANT IF NEEDED TO MEET SPACING REQUIREMENT 36"-42". LID L4905-TRI W W Z Q >- Q >- O 0 REVISED MARCH 2O22 REVISED MARCH 2O22 REVISED MARCH 2O22 I j I j 0 . N U - c w CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. W W W SUPPLEMENTAL SUPPLEMENTAL WATER SERVICE / SUPPLEMENTAL Z Z W > W > W o SPECIFICATIONS FIRE HYDRANT DETAIL //�\ �Q SPECIFICATIONS /J�� l/'�j SPECIFICATIONS VALVE BOX & LID DETAIL w w w w 2 wO TO THEIDAHOSTANDARDSFOR U \/ V TO THEIDAHOSTANDARDSFOR FIRE HYDRANT LOCATION V \/ �"'/ TO THEIDAHOSTANDARDSFOR 11 -1 O LL LL PUBLIC WORKS CONSTRUCTION Y V PUBLIC WORKS CONSTRUCTION Y VVV PUBLIC WORKS CONSTRUCTION U c) Q O Q O o o >- _ _ co O U Q ~ Q ~ C O J O N M � Lo CD Z 0 N N O N O U O? O N CD C) Y Y Uo 0 w o w OZ Z Z Y O c LD of of � w =Lu a F U O 0 J J Q 7 O (D w r Cr) Z z0 J O U Q > H z Lu O 0 zm 0 J Q z � J o Cy) Lu 0 cn c V c O U c c S ONAL FiV SHEET NO: 15461 s� �lZ CD-1 1 .0 �G qTf OF��P�� DATE: �T NO 8-24-2023 PAGE NO: 55 OF 69 w z L7 0 W ZD ZD O LANDSCAPE NOTES: !itp Q z a o z ® 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE ¢ � 0 LZIPROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. RODNEY EVANS + PARTNERS a + + + + Lu 0 MB ® reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN ( ) LL APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT Lu M MATERIALS CAN NOT BE OBTAINED. o000000❑❑0000000 i 3. COORDINATE ALL RK WITH ALL OTHER TE NGS. OF 4. COORDINATE WORK OSCHEDULE AND OBSERVATIONS ITWI DEVELOPMENT LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION P��p ��5�000 ■ ❑� - - �- START-UP. o ii- o� �� • 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. Kjww /\ / I 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. � � Callws breyo alg. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. oT L/-+- I v��ry �S CALL 2 BUSINESS DAYS 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND oo'L o IN ADVANCE BEFORE YOU DIG,GRADE,OR CALL OUT SYMBOL NUMBERS. °J'�p 06/13/23 ��\o° EXCAVATE FOR THE \ I o00 P�� MARKING OF \ I I 8 PRO-5 ALL LW WENG BEDS SHALL BE COVERED ED BARRIER LANDSCAPE FABRIC.ITH A S SUBMITMUM OF 3"DEPTH OF 3"AMPLE FOR APPROVAL MINUS BARK MULCH OVER DEWITT °OOoo aDoo❑0000 �o UNDE:GROUND UTILITIES 9. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF \ I I ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION III IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE \ DRAINAGE IN ACCORDANCE WITH THE SITE CIVIL GRADING PLAN. U ;a L _ 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 J co - _ _ _ _ - SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL. J _ 12. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER MANUFACTURER'S _ LL L LL LL LL L LL LL L L L LL LL L L RECOMMENDATIONS. M \ L LL LL L LL LL _L-L LL LL L LL L LL LL LLLL LL LL L LL L 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18"DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" O L LL LL L LL LL LL L LL LL L I LL L LL LL L LL LL LL L LL L L LL LL L LL LL LL L LL LL L LL L LL LL L LL LL LL L LL L DEPTH OF TOPSOIL. SPREAD,COMPACT,AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3"BELOW L L LL LL .0 L LL LL LL L LL L ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2"BELOW ADJACENT SURFACES OF TURF SOD AREAS,AND 1" O W I BELOW ADJACENT SURFACES OF TURF SEED AREAS. 0� F_ L0 3' L - ° 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES 0 E) O• o ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL U) � / - - TEST/ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A (D co LOOSE, FRIABLE,SANDY LOAM,CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED SEEDS, ROCKS, Z > M GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE T I MINIMUM STANDARDS,CONTRACTOR IS RESPONSIBLE TO EITHER: J j A) PROVIDE APPROVED IMPORTED TOPSOIL,OR > Lu ZLLZCL L L _ _ / B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT. (n J Lu IRK 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, z Q - - - SURFACE SOIL, REASONABLY FREE OF SUBSOIL,CLAY LUMPS, BRUSH,WEEDS AND OTHER LITTER,AND FREE OF Q 0� O / / - - - - ROOTS,STUMPS,STONES LARGER THAN 2 INCHES IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC U LJJ CDIII MATTER HARMFUL TO PLANT GROWTH. Q A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO Z Lij LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L_ THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES WHERELLL LL LLLLLLLLLLLLLLLLLLLLLLLLLLLL LCLLT LCCL � TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. LLI LLLLLLL LLL_LLLLLLLLLLLLLLLLLLLLLLL LL _ B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY,TOXICITY,AND GENERAL TEXTURE uj BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS � ti � �•m. AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE CONTRACTOR. NO W N - - - - -7 TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION.ACIDITY/ALKALINITY RANGE-PH.5.5 TO 7.6. > Ln - - M 16. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS M I AND DISPOSE OF PROPERLY OFF SITE. - - - 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0"CLEAR ZONE OF ALL STORM DRAIN PIPE,STRUCTURES,OR - - - FACILITIES. 18. STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE co CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. C1I LLJ 19. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. co Q 6 0 TOPSOIL NOTES 1. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC MATERIAL MINIMUM, J m I I FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION,AND OTHER EXTRANEOUS MATERIALS HARMFUL TO p PLANT GROWTH. LLLI - - - 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM,SURFACE SOIL, REASONABLY FREE OF SUBSOIL,CLAY LUMPS, BRUSH,WEEDS Lu AND OTHER LITTER,AND FREE OF ROOTS,STUMPS,ORGANIC MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, \ _ I AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO p z ACHIEVE THIS REQUIREMENT. Q p I I 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED N W COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND W > I - - - RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL Lu TOPSOIL SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND ORGANIC REQUIREMENTS. RE-TEST TOPSOIL PRIOR W \ TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A ZI FROZEN OR MUDDY CONDITION. =4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY I � WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, Q AS REQUIRED. I LLLL 5. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: L LL A. LAWN AREAS:9 INCHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN LO Z L LL _ _ _ AREAS. L LL B. PLANTER BEDS: 18 INCHES MINIMUM 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND 1 \ L LL \ I I FILL DEPRESSIONS,AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2"BELOW FINISH LLLL I \ J GRADE OF PAVEMENTS AREAS FOR SOD AND 1"FOR SEED. \� L LL - - - 7. o TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. LL 8. ALL GRAVEL,SUBBASE,AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE CD d \\ \ LLLL 0- 0- STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR N J J J J \ -LLLLL TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING L LL CONTAMINATED WITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO in in Lu LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. O Z z Lu w > O Q U) Lua WEED ABATEMENT NOTES: a 0-1 Lu \ LLLL II LLLLL LLLL - - - 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON \ II L LLL THEM PRIOR TO PLANTING OR HYDROSEEDING. O \ \ LLLL II LLLLLL 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH"ROUND-UP' (CONTACT HERBICIDE)OR APPROVED EQUAL. \ I CLILLLLL _ 3. DO NOT WATER FOR AT LEAST SEVEN(7)DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. \ \ I L 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN(14)DAYS. AT \ \\ II L LLLL y - - CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE(3-5)DAYS. 5. APPLY SECOND APPLICATION OF"ROUND-UP"TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH \ L LL LL LL L MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN(7)DAYS. REMOVE _/ WEEDS FROM THE SITE. w \ \ - 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO(2)APPLICATIONS,CONTRACTOR SHALL BEDIRECTED 7 \ z - - q / - - 7. AT O THE TIMEOFEPLAONT PLANTING AND THIRDRM A APPLICATION.HYDROSEEDING,ALL PLANTING AREAS SHALL BE WEED FREE. Z Z I \ IRR I ' I \ \\ 1 1 1 = SS \ m 1 \ 11 W 2 REASON LA TERAL CREASON C EEK + `^� + Q PER \ CREASON CREEK w CREASON CREEK ~ SUBDIVISION No. 2 UVI V I I IV IVV. L O asuBOivrsioN No. _2 Z > OVERALL LANDSCAPE PLAN SHEET NO: L1 .0 40 0 40 80 120 SCALE: 1"=40'-0" DATE: 04/10/23 PAGE NO: 1 OF 6 o w J w ZD U� z ZD 3" DEPTH OF MULCH AT PLANTER Q a U O W . USTICK RD . $„ BEDS 12 Z Z ® ZV RODNEY EVANS +PARTNERS a . + `. + w ® - - 4 4E � 3 reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 Ln I LLJ I- ' - •''y,.r• •,;'"" - . -••� .r.,. ,I I I I�I I - I I I I I I I I I � I I I I I I I I I I I 000000a00o0o0pp0000 . I T - _- - = APPROVED TOPSOIL AND SOIL L1.1 III _ t. �" _ III III III .I III IIII, c� OF o 000 :r - = - -III- o❑ o \ �, III-III-III-III-III- ti ° 811 . 0 _ III- -III-III AMENDMENTS AS SPECIFIED oo P /V O o -1RR �, FINISH GRADE, III o /� °� �� • .IRR IIZ h .R.•.�\ }_. .:... IRR. R _ PER PLANS M �Q' -; ,._ ;. `'�T` �- IRR . /� R K,wwwhat's below. j .. .. .. :.:. .i - 0 1 before you dig. I ll II Call Ill .i t' 7 , �. .r L/"1 I V�`tV �v CALL 2 BUSINESS DAYS _ �- PLANTER BED CUT EDGE ,o IN ADVANCE BEFORE 06/13/23 `Z�00 YOU DIG,GRADE,OR V o t NOT TO SCALE O O 00 EXCAVATE FOR THE , NG OF ❑ .:::::::' . .:. (TYPICAL AT TREES IN TURF AREAS) ` 0�° UNDERGROUND EX VC2 - ---- "- °O0000NDSCAP o00 �ppp�OpO�� MEMBER UTILITIES ,., ...'..:::. GS2 BR2 34 11 2 1 LANDSCAPE LEGEND . . ... ....... ..... 18 REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHER ' MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT PN2 :.0 .:':.. 3 U :�::::�: ::�:: • ROOT GROWTH J � ., CO3 .:::: :: P03 • 5 • J + PLANTS TO BE INSTALLED :'::�.:::'..��•�•� GS2 �- 1 • CONSTRUCT 2"EARTH BERM TO FORM A WATER 1 RETENTION BASIN, FILL BERM WITH MULCH,A AE �.•: . lf- BR2 .'. 1 # O SS P02 SPECIFIED C) 3 ,.I:�:�.'. 5 ..•.. _ PN2 2 � .... ... ... .. ::. : MULCH PER PLANS 3'DEPTH OVER ENTIRE BED DO / KIP 6 ::'::::': PD E - - - - - - CUT EDGE AS DETAILED O W f:: :. ZV - �3 BR2 NOT COVER CROWNS OF PLANTS 1 2 "• 5 PROVIDE COMMERCIAL FERTILIZER TABLETS AND - - PROPERTY LINE(VERIFY) (� O :: EW2 - ' KIP -III \�/ \ BIOSTIMULANT,AS SPECIFIED, FOR EACH SHRUB (� M` �'.. :: , \ •:::::: •• 3 / / /\/\ 4'-0"TALL VINYL FENCE,SEE DETAIL , =1 I-III\/i\/i /i /i 1=1 1- co !]6 1 IS //\\// //\/ _ BACKFILL WITH APPROVED TOPSOIL AND SOIL -x-%------_-�� 2/L1.4 z CO3 �':'::�'::' s - - //\//\ -III- AMENDMENTS,AS SPECIFIED. BACKFILL IN 6" LIFTS, 6' 0"TALL VINYL FENCE,SEE DETAIL J VC2 - / / III- ' - .....':.•�•.• H LAYER, 2 EW2 6 EW2 1 II 1=III=1 1= - III-6 � ••,•• WATER EACH DO NOT TAMP OR OVER .- _III „III III II COMPACT. � J W 1 6 EW2 9 _ C� PN2 6'-0"TALL WROUGHT IRON FENCE,SEE z Q - i ED g 12 WIDTH OF 12 CONSTRUCT 6"MOUND OF TOPSOIL o 0 0 0 DETAIL /L1.4 O ::::: : 6 EW2 MIN. ROOTBALL MIN. 3 O 6 7 .. ::.' I U W 00 .. • . ...........: .:....:...�...':: :'•�.. P 2 WROUGHT IRON GATE PEDESTRIAN 0 ... ... ..... MG \ - - - - - - - - PN2 NOTES: GATE, HEIGHT TO MATCH ADJACENT z W 3 FENCING, SEE DETAILS 1,2&3/L1.4 � LL � \ \ ••,.,:...... ........ PH3 EW2 GRADE AS IT DID IN NURSERY. W 2 :: ' ^' 1 SHRUB SHALL BEAR SAME RELATIONSHIP TO GR , 1 ` V 2. WATER SHRUB TWICE WITHIN FIRST 24 HOURS. LANDSCAPE BOULDERS � � o� BY 3 5 3 VC2 � 3 THIN BRANCHES AND FOLIAGE \ P6 3 1 4. DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE. AS DETAILED W N -'a•. a, a 'a <.-e 'a'. e e .::::::. .. - • ' > - - .'e- BX 3 PP6 ... ...... J 5. FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND, SPLIT THE ROOTBALL WITH 3 EQUAL SPACEDLo R. �l _ - _ - - - I ::: ' VERTICAL CUTS. M ❑\ a..e a..e 3 - - PP1 16 :::: :::::'::" FQC1 QUANTITY 1 . o ° ' .....` SHRUB PLANTING PLANT IDENTIFICATION KEY ED 16 HP W ED -••a :� 2 CALLOUT NUMBERS NOT TO SCALE • •• `- ° c= `- ° 3 ED W # REFER TO NUMBERED - 3D i EW2 3 3 �:�.:�:.::.:: LU E W 2 ".': '.:: ' 3 Gs2 Gs2 CALLOUT NOTES NOTES BELOW N 5 EW2 GS2 �^ co E�/2 ��•."�_�: 1 VISION TRIANGLE " y 2. PROPOSED CLUSTER MAIL BOX.COLOR AND STYLE BY 6 4 PN2 PC V J CE 5 :.'. 1 \ 8 PN2 :: \ :: 2 4 OTHER PN2 PH3 PH3 W ROOT FLARE TO BE AT SOIL LINE • i `: PB .. 3. PROPOSED MONUMENT SIGNAGE BY OTHER m 14 4 PREVAILING WIND DIRECTION 4. PROPOSED BIKE STORAGE. COLOR AND STYLE TO BE i� ` ❑ �% '< GS2 ';' PL DETERMINED BY ARCHITECT w O C E :`\` U) 'µ 1 l:J 1 CO3 LM LM 3 AD 1 V) 5. PROPOSED DOG RUN U) �.'.._ 3 2 2 4 SOIL LINE 6. PROPOSED DOG WASH STATION w .:'�lu�'• Q... \ ' REMOVE DEAD/DAMAGED BRANCHES AND 8. PROPOSED PLAZA WITH PERMEABLE PAVERS. SEE Z •. : 3.'t3' i'e :'. :. . Q p �.; PD4 a• a. P03. : CE. . : . PD4 \ HR W PRUNE TO INTERNATIONAL SOCIETY OF CIVIL PLANS FOR ADDITIONAL INFORMATION P03 PD4 CE ARBORICULTURE STANDARDS; IMPROPERLY N U7 a e 'e•• a.• -'a --a 7 7 9. PROPOSED PLAZA WITH STANDARD PAVERS. SEE CIVIL z 2 7 7 CJ Z PRUNED TREES(AS DETERMINED BY THE PLANS FOR ADDITIONAL INFORMATION w W 12 LANDSCAPE ARCHITECT)SHALL BE REMOVED .�. i 3 PN2 2 6 6 8 \ AE 4 PN2 � � I.�:. BR2 BR2 \ J AND REPLACED. DO NOT REMOVE MAIN 10. PROPOSED BENCH, STYLE AND COLOR TO BE I j y 5 LEADER!! DETERMINED BY OWNER � .. 3 " <• .'.•- �' •<• � 3 PC T 1 PH3 1 a,.o oo� Oc'a ..a. 6 1 1 11. PROPOSED 5'WIDE PATHWAY 0 I..:::. Co3 KP :: '. _ VC2 Co3 2 ::' Pg 1 r , RUBBER CINCH TIE 12. PROPOSED 8'WIDE PATHWAY U V - �:- �CS� ,:',- . . �• '`' � 4 6 3 13. IRRIGATION EASEMENT-NO TREES TO BE PLANTED Q 1 � U <. I'.::.'. EX PC7 BR2 EX BR2 PP1 <•.e oo `boo `boo 25 AR REQUIRED)-DO NOT 2"x 2"WOOD STAKE(PENETRATE ROOTBALL.LENGTH AS WITHIN EASEMENT ) 14. TRASH ENCLOSURE BY OTHER p Z 8 3 � SEE NOTE 1. ET TAKE PARALLEL T• :.�.: 13 8 S O S S S O LO z PREVAILING WIND. .....:.. .....::::... ::. S �:�#•:�::'' ::•�.'.'' .::•�.�.:• . 'e. a ..<;• a• .•a:.e. . .�.•:C3::' �....{� ...{��.�... .:.�:i�:•::I�•::•:�•::•:�•:: • •:::('�•:�. >�•::•:•.•• Z REMOVE TREE WRAP TRUNK PROTECTION, 3 J MM AFTER INSTALLATION 0 MP " " CE CONSTRUCT 2"EARTH BERM AT EDGE OF o . :. o°o°° ..... .: :::::.;::.. :.:: eo 4 P03 EW2 LM : ':::;.: " " LL ROOTBALL, FILL TREE RING W/MULCH,AS o LLLL 2 LLLL�L�L�L�L�LLL�LLL +p ::. : . :. :' .::. ::.: .... g o a a_ a a_ o :: Z - L LLLLLLLLLLLLLLLLLLLLL LL3 7 :.. : ::: : ::::: : Z w SPECIFIED. N J J J 12 LLL-LLLLLLLLLLLLLLLLLLLLLLLLLLLLL I-L c03 cE Po2 sB1 Q 3"THICK I_LLLLLL LLLLLLLLLLLLLLLLL 1 LLLL ILL / g 4 g 3 CV FROM TRUNK. LAYER, KEEP MULCH 3"AWAY AREA ° z z o - DR 1 DR1 RR CIE PD4 PC7 _ _ 4 L1.1 PN2 ONE o Q � w a a 0 0 U Q 13 6 6 5 4 1 3 � FINISH GRADE � � w = a PP6 zR. IRR IRR IRRRR IRR - IRR IR o - 14 PH3 o w /%//�////�// �/ �'\ /\/ // / /\/ / / / / / COMMERCIAL SLOW RELEASE FERTILIZER 3 Z F 4 N \//j\//j//j j// // // ////j//j TABLETS PD4 \\ \\ \\ \\ \ \\ \\ \\ L - PH4 can - 2 = _ - SIDES OF HOLE ROUGH&UNEVEN 6 _ _ - - M I I CE : :.. ,III=I I -I I 1=1 I I- I 1=�� II- BACKFILL WITH APPROVED TOPSOIL AND 3 :' •.:;.: :. : .5 W.?:0. ..': "" :?: :• -III III- III-III SOIL AMENDMENTS AS SPECIFIED. / ❑ =III-III- -III BACKFILL IN 6" LIFTS,WATER EACH LAYER, I- PH3 PD4 CE DR1 TAMP LIGHTLY AS REQUIRED, BACKFILL W 3 PN2 PH4 JB3 PP1 PH3 RR 4 5 6 WIDTH WIDTH WIDTH WIDTH WIDTH 2 3 1 / 6 5 6 EX OF BALL OF BALL OF BALL OF BALL OF BALL SOIL EVEN W/TOP OF ROOTBALL, z r PP6 BX -'� � DO NOT OVER COMPACT!! 5' MIN. DIA CO3 �� 2 •-. :':::.0 HH PD4 PH2 TREE RING I _ ROOTBALL N NATIVE, UNDISTURBED• T 00 O 5 SE ^^ PH3 :;::; 3 SOIL - -= O v! - T ( _ 3 3 3 2 1 NOTES: a DR1 I - z 12 PN2 PH4 2 PH3 3 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP /3 OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM Q CV ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY KEY MAP O m 6 PP6 1 3 JB3 PD2 Hid 6 P( BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. 7 15 1 6 1 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE 11 _ 1 11 z PC7 3 RR CO3z THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR PH3 P03 BR2 BX P` SCALE : U) 3 I 3 1 10 2 AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE uJ 13 ... ;. 3 3 2 WARRANTY PERIOD. Po2 I Q. a P 3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE DR1MP .,. . '; : .:a':. . :. : ARCHITECT BEFORE PROCEEDING. P H3 1 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT�� ••� •• •• • • P 5. RAP RUBBERR CINCH TIES AROUND THE TREE TRUNKS AND STAKESUSIN EITHER THE STANDARD OR FIGURE EIGHT TY ING I 3 METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. ^^ 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. MATC H L I N E - SEE SHEET L 1 . 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 8. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER(DEEPROOT LANDSCAPE PLAN AREA ONE #24-2SHALL OR APPROVED EQUAL) LOCATE ROOT BARRIER AT BACK O CURB AND EDGE OF SIDEWALK ALL TREE INSTALLATIONS llffoT: SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. SHEET NO: L1 .1 20 ° 20 40 60 DECIDUOUS TREE PLANTING SCALE: 1"=20'-0" 3 NOT TO SCALE DATE: 04/10/23 PAGE NO: 2OF6 o w J w ZD U� z rN ZD " O AZO VI W . USTICK RD . RODNEY EVANS +PARTNERS a + + `+7 + w reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 ZV AE Ln 2 2 � AE ZV W -+ .o= 811 . 000 ° Ol' ..!' ` .. .�` Krwwwhatsbelow. Z 1 .. Call before you dig. 'qPAVA� PP6 01 S r, 2 BUSINESS .. .. ,. .:.,,:....;.. CNL S ADVANCE BEFORE .. ... ...� .: : .' /.. O ,.... 6 J. ..: -. .. ..'... r• 7 � �. .. '.:• PP1 OO J' O 3 �00 YOU DIG t GRADE,OR .. .. :. . .: J O O 6 O EXCAVATE FOR THE ... . .... .... ... ..... .... ... ....-.. - - -.- EX .... .... .. .. .::'. .. . ' I .. ... .. ia. •.•.'. ::':..'::.:. 2O O P O MARKING OF ,... ... ... .. .. .. .. .. ... .. ..�. .. ..�.. .. .. .. :. .. .. .. ..... ... :.. - - - - ..r'. 00 qND 3APF-00 UNDERGROUND A= LENGTH,AS SPECIFIED MEMBER UTILITIES Co 0.. :. -. 20 OR PER PLANT SCHEDULE 1 PP6 P02 CE CO3 PP6 :. ::. ." CO3 :.::: - Y ::.:( :: 5 4 6 5 4 11 4 0 DR1 EX RR EX PH3 PP1 PH3 PP1 '- �:� P02 �9- .Q B=85%OF'A' LANDSCAPE LEGEND I I ' 3 12 5 12 8 2 6 3 '�:-I � '' '••• 8 Pot PH4 ' :.:.: } I RR {'I + (� 10 g :: :: :. ::.:: ::. ::. PH3 CE J M P03 P02 : 6 12 0 PLANTS TO BE INSTALLED J CE 3 CO3 I' "I' ' "" FINISH GRADE PER PLANS 0- 5 3 : DR1 9 � :. ::.'.:. EW2 PLAN VIEW CE 2 5 : . ...:::.::. : 6 � : I +;:•: .. "•' GROUNDCOVER PLANTING PER PLANTING PLAN 2 I D R 1 4 3 1 17 MULCH, PER PLANS, 3" DEPTH OVER ENTIRE BED. CUT EDGE AS DETAILED O W CE DO NOT COVER CROWNS OF PLANTS �_ LO EW2 �O ':':': ::.. KP - - PROPERTY LINE(VERIFY) CD I 2 3 "' 1 TILL SOIL TO A DEPTH OF 12", BACKFILL WITH M APPROVED TOPSOIL AND SOIL AMENDMENTS,AS 4'-0"TALL VINYL FENCE,SEE DETAIL S 2 C E I:: . :': - SPECIFIED. -x-x-•-•-•-•-•-•-•-•-•- 2/1 1.4 z co SUBGRADE -0"TALL VINYL FENCE,SEE DETAIL J - 0 0 0 0 6' i\�/iiiii\�i\� 2/L1.4 W 3: PP 1 %%/%��%��%��%�/%��%/�%✓%✓%��%� J (n _ -i�-i 1-i -i i-1 -� 6'-0"TALL WROUGHT IRON FENCE,SEE z Q - -_ 6 -III=1 1=I 1=I 1=I 1=I 1=I 1=1 III,. 0 0 0 o DETAIL 3/1-1.4 00� O I I PH4 D 1 I I Lu CO WROUGHT IRON GATE PEDESTRIAN 0 5 1 J1 GATE, HEIGHT TO MATCH ADJACENT z LLI SECTION FENCING, SEE DETAILS 1,2&3/L1.4 � LL ::. - - - - - - - - GS2 1 GS2 - - - - - - - - - - - - - - - - - - - - - - - L1.2 LANDSCAPE BOULDERS Uj NOTES: �� AS DETAILED W N J L L L L L L L L 1. ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND N A TRIANGULAR PATTERN. 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER � � "::. GS2 > � LL LL LLLL LL LL LL LL L L LL LL LLLL LL 2 QUANTITY LL L LL LL LL Co LL LL .... F L L LL LL LLLL LL LL L LL BEDS. 1 "' "' PLANT IDENTIFICATION KEY 3 :': ' .'.':. QC LLI : ::: LL L L LL I LL LL LLLL LL Co L LL ' :.:a° CALLOUT NUMBERS w I GROUNDCOVER PLANTING ALLOT N TE NOTERTONU .µ REFER TO NUMBERED 1'1' M :. :.,.: U - - PD N Z . .... ........... ..... ..... . ..:8 LU oY .::.. ::.'::... ..:.'::.'.':..':.. :.'.';:.'.' ':.. ':�::::.�:••:::.:•:-:.•.. :.'.':. ':'... ':':�.:- •.•::•::':...:.. ...... ............. NOT TO SCALE :.. . .... .:::. I 1 ::. .... ::. ::. :. ::'.:':':'.'::... 1 1 1. VISION TRIANGLE Q V J L1.2 :':::'.:":::: t... ..... ............... ::::.....: . ::. . . ::' P02 2. PROPOSED CLUSTER MAIL BOX.COLOR AND STYLE BY ... ...... ...... .... . ,... .. ..... ...... ..... i OTHER 4 w Ty 3. PROPOSED MONUMENT SIGNAGE BY OTHER J m CS :;:. . : " :. 3 :....:.._ '::::: : :: .:: ...: ;li?:'.' :. :.:............: :::. :-Q ROOT FLARE TO BE AT SOIL LINE. 4 COLOR AND STYLE TO BE W PC2 I .. . . ..: .- .� PROPOSED BIKE STORAGE. C 0 - - 9 - - - - �-� } � •" -� PC2 -� '--�'�--: ��` � CE DETERMINED BYARCHITECT O W 1 PC AD P02 3 PH4 6 ^ 5 _ U) •••••••••• ••• PREVAILING WIND DIRECTION cn BX VC2 P02 CO3 -4 6. PROPOSED DOG WASH STATION w AD PL 2 PL HP 6 6 VC2 _ MM 8 1 CO3 5 6 5 6 7. PROPOSED PLAY AREA p 1 1 5 MM 6 3 20 REMOVE DEAD/DAMAGED BRANCHES AND p � P02 3 MM 8. PROPOSED PLAZA WITH PERMEABLE PAVERS. SEE z AD _ 3 4 IETY OF CIVIL PLANS FOR ADDITIONAL INFORMATION N W - � 4 P54 SOIL LINE ARBORICULTURE STANDARDPRUNE TO INTERNATIONAL 6;CMPROPERLY Q Z CE 1 - - - a 9. PROPOSED PLAZA WITH STANDARD PAVERS. SEE CIVIL HP qp 12 6 PRUNED TREES(AS DETERMINED BY THE AD AT \ L1.3 i W LANDSCAPE ARCHITECT)SHALL BE REMOVED PLANS FOR ADDITIONAL INFORMATION w W PH2 4 AT 6 12 AND REPLACED. DO NOT REMOVE MAIN 10. PROPOSED BENCH, STYLE AND COLOR TO BE L = 1 � HS - - 5 / . . w 3 13 3 + 0 . LEADER!! DETERMINED BY OWNER Pc2 ZLL L-L�� CS MM o 11. PROPOSED 5'WIDE PATHWAY T- U1 3 6 6 + ::.. g / a RUBBER CINCH TIE 12. PROPOSED 8'WIDE PATHWAY U GS2 EM :::�: EM . 13. IRRIGATION EASEMENT-NO TREES TO BE PLANTED Q AT � 2"x 2"WOOD STAKE(LENGTH AS 14 12 _ - 14. 4 WITHIN EASEMENT BY OTHER 3 . _ REQUIRED) DO NOT PENETRATE ROOTBALL. �y SEE NOTE 1. SET STAKES PARALLEL TO TRASH ENCLOSURE 2 IR 1 . 2 R . PREVAILING WIND PC PL 1 d .. . : � Z 5 IR QS c' o I P02 .�' Imo. .. .Q OOO O.O .a .. . o... .'�. .'.'. .:. � �,:�''�! ��....-.::•�:.�.�..�ttW,+."`_' ., ..'.•.,\ :. CONSTRUCT 2" EARTH BERM AT EDGE OF p O 0 9 ROOTBALL, FILL TREE RING W/MULCH,AS _ O d d d AT VC DR1 PH4 3 3 6 4 CE RR PH2 !8! 3 MP DR1 PH2 CE PH4 RR Ell 3 VC 6 4 5 4 6 0 6 ° SPECIFIED. I N J J J J PB 5 6 4 1 HH 3"THICK MULCH LAYER, KEEP MULCH 3"AWAY 1 6 0 ° o FROM TRUNK. p �w __ NREA z 1 HH CV PH2 PH4 HH HH PH4 PH2 W. f� ° �--- � 0 o 0 .:.':. 3 3 3 I 3 3 3 0 �'�/�/O ° w = a PH4 � '�- - 17 ' VV a o 0 5 BX +:: w p ,a FINISH GRADE AT I w g 3 cn Q MP cn o COMMERCIAL SLOW RELEASE FERTILIZER 6X PD2 .... RR CO3 -/- - - / - TABLETS 1 VC MP PD2 RR P03 - o TI - 3 AIR 3 10 3 3 1 3 3 3 BR2 BX III-1 I_ =1 =1 =1 II II HOLE ROUGH&UNEVEN • ... ••:::. ... - - = SIDES OF g : . .'.............................. .. ... .. �. .. .. ..'�:.': :.:�'..: :.::: 3 2 III b b W + BACKFILL WITH APPROVED TOPSOIL AND I WIDTH WIDTH WIDTH WIDT WIDTH SOIL AMENDMENTS AS SPECIFIED. T- Z :.�.. CJ BX BR2 P03 OF BALL OF BALL OF BALL OF BALL OF BALL BACKFILL IN 6"LIFTS,WATER EACH LAYER, I z O 15 2 3 3 MP VC 5' MIN. DIA. TAMP LIGHTLY AS REQUIRED, BACKFILL 1 4 TREE RING SOIL EVEN W/TOP OF ROOTBALL, O _= O U) AT HH CO3 PH2 DO NOT OVER COMPACT!! .uR. :1 7 :, :.:.:.o:.:.:.:.:. 6 PH2 PH4 HH I 3 5 PD4 SET ROOTBALL ON NATIVE, UNDISTURBED z 3 3 3 HH PH4 PH2 SOIL Q PC2 :":`;::::::'.':. AT 6 BX Q 3 3 3 S22 NOTES: KEY MAP m 14 :::.. z 14 3 SCALE : 1 ' = 200'-0' AD :• EX BF 1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP%3 OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM z 20 10 6 PC7 2 ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY U) BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL. PL PB VC RR PD2 1 CO3 2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE J j' g 3 BX BR2 P03 THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR 2 :. 1 1 . . 5 2 2 I . ... . . .... PC 2 3 3 :- :. . AFTER WARRANTY PERIOD. COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE 3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE 0 :. " : :::�::: ARCHITECT BEFORE PROCEEDING. 1 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATC H L I N E - SEE SHEET L 1 .4 MATERIAL. 5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. llffoT: LANDSCAPE PLAN - AREA TWO 6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS SHEET NO: 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. L1 .2 20 0 20 40 60 11111111111 SCALE: 1"=20'_0" CONIFEROUS TREE PLANTING DATE: 2 NOT TO SCALE 04/10/23 PAGE NO: 3OF6 o Q9 W4 - J VARY HEIGHTS OF BOULDERS. H w 18"-36"DIAMETER BOULDER,AS va' SPECIFIED, LOCATE PER PLANS wwa H O 30"-60" DIAMETER BOULDER,AS U d asq U SPECIFIED, AAA A z O VI r . . . .��RODNEY EVANS +PARTNERS ` WMATCHLINE - SEE SHEET L1 . 1 re anp rtners.com+208-514-3300+1450 W.Bannock Street Boise,I aho 83702 3 CE JB3 H H o0000000000❑❑0000 I 4 :: :' 6 1 6 1/3 of o �E of /� 00000 HH PD4 PH2 �P q o 811 .::�:.r.' 1 3 o PREI� d o I D.,: ::.'::..... F3 3 3 1 3 Stone Height / i� o 00 �� • _ — — — — — _ DR1PN2 PH4 6 III 3 2 3 _ Tr IT rrr Tr 7ri 13 Bx I�_ _ J /— IIII K ,, t5below.,� Call before you dig. - - - _ - - O O All AllI I I l I I�iT III iT rrr Tr 77�'I—III—III I_/1—�7g' v CALL 2 BUSINESS DAYS PD4 P23 PH4 \ YOU D1 GRADE,OR EX III— III III _III III- OO�J \O IN ADVANCE BEFORE 4 PN2 3 000sFo 06/ 000 EXCAVATE FOR THE �. COMPACT SUBGRADE UNDER °o° o° MARKING OF P03 P02 " " PH3 1 \ 6 BOULDER AS REQUIRED °Oo qN F oo UNDERGROUND :• : ❑ MEMBER UTILITIES 4 5 � ' . 3 0 JB3 CO3 PD2 RR BR2 VC �qp = o00o Doo A�P0000 FP 3 3 10 FINISH GRADE PER PLANS °000°e 1 10 ::::..: f : NOTES: 3 3 9LANDSCAPELEGEND PP1 _ . PH3 : •::'::. .. . .:+. :.{. ..` 1. NOTIFY LANDSCAPE ARCHITECT WHEN PLACING BOULDERS FOR APPROVAL. B2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION. O 7 MP a Q ;. \ � . PC7. .'. BXBOULDERS 4.WHEN PLACING BOULDER DEBRIS.BOULDERS, 4 3 O BOULDER BELOW FINISH GRADE. PLANTS TO BE INSTALLED J 7 PN2 PH4 JB3 1 5. DO NOT SCAR OR DAMAGE BOULDERS. PD4 R CE 2 3 1 HH :` 6.WHEN GROUPING BOULDERS, DISTRIBUTE SIZES EVENLY (I.E., IN A GROUP OF(6), CO 12 I DR1 3 CE PD4 RR PH3 HH PD4 PH2 6 �!:: ' (2)WILL BE LARGE, (2)WILL BE MEDIUM,AND(2)WILL BE SMALL). Q 3 5 4 6 3 4:: :::::':: 3 3 3 CV �`.:.. :'. CUT EDGE AS DETAILED O W :.. .:..... 6BOULDER INSTALLATION - BX NOT TO SCALE — — PROPERTY LINE(VERIFY) ti —x—x—.—.—.—.—.—.—.—.—.— 4' 0' TALL LL VINYL FENCE,SEE DETAIL T :..: ..:,. . .. EX 2/L1.4 z Co PH ED �O L 5 3 CO3 PD2 RR 6 :.. :.�.. Q f P03 VC ° ° ° ° 2/11 4 TALL VINYL FENCE,SEE DETAIL w 12 0.. . PH3 CV HH I I_LL 3 3 1. . .`' J : . .. . . 3 10 O P WROUGHT IRON FENCE,SEE EM 3 18 ' 18 20 � : 19 L L 6' 0"TALL WRO E S Q DETAIL 3/L1 4 SB1 O o Uj CO PD2 BR2 BX WROUGHT IRON GATE PEDESTRIAN U 0 � 8 L LL C 13 •,:'. � ..: P 7 3 2 GATE, HEIGHT TO MATCH ADJACENT z W �.. : - MG : i . ::. LLLL 1 LL. ... . .. .•. :' FENCING, SEE DETAILS &3/L1.4 . :. . ...........: G S 1 2 �• '• '• LULL_ I HH ` ..`1.:.<'.. . W : H BOULDERS LANDSCAPE BO � � 6 AS DETAILED f` �:': \ .:: SA2 .::..s 7 :' .. PP6 LL H PD4 FP .1.. CV \ . i L L L BX F QUANTITYPP1 : •.. 3 J PLANT IDENTIFICATION KEY 3 T: s sr :.#'.,y L L L RR PD4 C E EX _:.. :. . _t.:::. .. — PD2 6 4 1:' CALLOUT NUMBERS PP1 .SB1 L L L L DR1 5 6 NOTES BELOW w 1 LULL PC7 3 6 EM VC PH2 PH3 vc 1 w CALLOUT NOTES REFER TO NUMBERED ~ � .. CV 5Uj 1 VISION TRIANGLE Q \ O 2. PROPOSED CLUSTER MAIL BOX.COLOR AND STYLE BY �— PH4 3 4 8 3 11 6 8 Q: OTHER \ 3. PROPOSED MONUMENT SIGNAGE BY OTHERri 4. PROPOSED BIKE STORAGE. COLOR AND STYLE TO BE ... ... . JB3 000 'O 2 5. PROPOSIED DOG RUN HITECT 2 11 w LU ° :'4 - e' °.:'4 0 — — STAT ION Uj 6 PROPOSED DOG WASH S \ �. F1L U-L� �I GS2 .-�' 1 7. PROPOSED PLAY AREA p \ a..e 'a•.."a .e 'a• a e-'e a..e 'a 8. SEE U) U) Q Z . ; - • e , e . PROPOSED PLAZA WITH PERMEABLE PAVER • .• °- '°: °- PN2 L 11 I PH3 - CIVIL PLANS FOR ADDITIONAL INFORMATIONS N O w "- < a"-,<•-°, a"-,<•-e• °"-,e .. 2 L PH3 1 2 �4 CV 9. PROPOSED PLAZA WITH STANDARD PAVERS. SEE CIVIL • : >• : > • : > • : 13 3 1 PN2 L W PLANS FOR ADDITIONAL INFORMATION w W Uj d•.•a..a 11 L 1 L w .• - e .• o .• - n, 10. PROPOSED BENCH, STYLE AND COLOR TO BE \ GS2 11 L -. :j° 1 Z DETERMINED BY OWNER .. ...� .f~r..-... ~,Y•'e}' .. p --. p p- : >. : 1 M II—L LLL ° 1 J 11. PROPOSED 5'WIDE PATHWAY i °. — :'o: IIIrL 12. PROPOSED 8'WIDE PATHWAY t:: °. a•. a..a •°'. a.. I..a 'd'. a..° JB3 II LLLLL L U o o '• .• a, : - n, '• 11 LI RR = 13. IRRIGATION EASEMENT-NO TREES TO BE PLANTED Q 11 `, NOO II L 4 WITHIN EASEMENT •� a'..<.•°-•a',-°.• -•°'.-a.•o_'a•• a.•°.'a e..e 7, MG14. TRASH ENCLOSURE BY OTHER Lo Z . - '°• 'O- '°• 'O- '°• 'O- '°• .. JB3 Uy L ��-e..a•. a.-e "°', a a'..a•-O 'e•. a.-e � 3 IS 1 . .I.. '.:: . .\ .. . . 55 ■ e.-< 'e•. e..a.•a'-.a - a"-.e.-° GS2 •�'' 3 I�L :.., .. .. a .•a. .e•a•a,. •a•s 00 Z '... ... .. .. � PH3 CV CV ' N 3 W �':-;.•.<: .•.•-�-..\a- -�•-.-:<� :•••. 11 'r i P4LLJ 2 3 — N J J J J 2 \ \ o — — ` — — — ! O O - - - - - °. LU AE 13 a o o U a \: . . I 13 RR JB3 yr J PH PN2 i 1214 3 D4 PN2AREA 8Uj - IRR IRRt EM -VC2 4 SB1 RR 3 IR I 2 - I .v .v � .v O \ � 41 .I. .1, H H 9 .. - .. _ z - LL 00 00 00 PB3 ' a • KEY MAPLi . ..° a a..° v °..., aa•, a..e•< a..•`.a°•. a..`. 8 1 1 �•� 2 4 : :: :: 0 0 - SCALE : 1 200 0 z w �I W U) W. ry PB3 EM MG ED Q P03 KP 00 1 \ \ \ 9 9 5 5 3 2 v \ \ r�00 00/\l O 000 CREASON K I� o c c-) Q A C p LANDSCAPE PLAN - AREA THREE SHEET NO: llffoT: L1 .3 20 0 20 40 60 SCALE: 1"=20'-0" DATE: 04/10/23 PAGE NO: 4OF6 o � 2"X2"HOLLOW STEEL SUPPORT PICKET FOR w U W J GATE AND TERMINAL POST CAP TOP OF STOCK. w Uzi cn 2" HOLLOW STEEL w w Z z " (2)-1" HORIZONTAL HOLLOW STEEL U z a U 0 8 aQa � H O Ago "AMERISTAR"LOCK SYSTEM WITH DEAD BOLT, RODNEY EVANS +PARTNERS a . . . .+ w M AT C H L I N E - SEE SHEET L1 .2 STRIKER PLATE,SELF-LATCHING BOLT AND KEY reandpartners com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 ..... T. LOCKED BOTH SIDES, MODEL#HB509.ADA LJ.J .. .. :. .":..: ;:; • •;�; APPROVED AMERICAN FENCING PRODUCTS. opppp000000°p ':::Q'. oo °Oo ... . . ... .... .:• ,••:•:; _ 1-800-321-8724 OR 1-888-333-3422. oo��P� ....... .... . OF o RR PD2 CO3 :: :' ..: :. zo a o RED oo :::. . ::. :::::::...:::. :. EX :: :::::.:. moo c� P ��'%. ° 811 . 5 cn �� • ........o......�': ��. 'r .:._:: : ,. LF CLOSING GATE ..... AT 6 I Q z TWO SE Knowwhats below. .................... .............. .. ....... .......................... . .o . . . ... .... P03 BR2 BX VC 3 gX CO3 PC7 PD2 PH2 RR 3 3 2 4 HINGES Call lo�you dig. 3 1 3 5 3 QS66 v oTv CALL 2 BUSINESS DAYS 3 IN ADVANCE BEFORE YOU DIG,GRADE,OR CV _ _ _ 1 °o°ooF� 06/13/23 `�_7° EXCAVATE FOR THE PH4 PH2 oo P CV MARKING OF HH PD4 I ° ! o0 6 °OO Q� apo�°° MUND EMBER UTUNDERGRILITIES HH PH2 PH4 HH I 3 3 3 4 I FG AD — AT 6 3 3 3 I SA2 ::......: 9 ....•e:: ~: `' ' 9 PD2 CO3 2 HORIZONTAL HOLLOW STEEL LANDSCAPE LEGEND VC 3 BX BR2 P03 RR 3 3 BF CONCRETE SIDEWALK :.. 10 2 (� 2 3 3 — CONCRETE FOOTING J:: .a ': : :: CO3 J �.�'::: oo a + + PLANTS TO BE INSTALLED 3 4 6F P03 BR2 QS C`7 ::::. . . O 11 1' PER ::::... .... ... . 3 3 1 '. MP .'::.'.'::.'.'...'.:':.......:::::::::::'. ... . ... . . . ... EX �� PLANS MM 1 ' ::. CUT EDGE AS DETAILED O W . 21 ::'�:::. : NOTE: � .. _ .. ......... :::�.-�: . PD2 PH2.. RR BX ~ � 10� ::':'::'::::::':: : BX VC — — PROPERTY LINE(VERIFY) UI Z) O AT MP 3 5 3 2 4 CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY LANDSCAPE ARCHITECT BEFORE ". INSTALLATION.WR HY IRON GATE TO BE PAIN W/ELECTO STATIC PAINT COLOR AS DIRECTED BY OWNER 12 TALL VINYL FENCE,SEE DETAIL 3 INSTA OUG ON PAINTED , CV 1 PD4 2/L1 4 40'TA ES O WROUGHT IRON Q o TALL VINYL FENCE,SEE DETAIL .......... " SCALE 1/2 - 1 0 ❑ ❑ ❑ ❑ HH PH2 PH4 HH HH PH4 PH2 SA2 :•'I E - - 2%0°4A E PEDESTRIAN GAT 6 3 3 3 3 3 3 2 W PL CO3 6' 0"TALL WROUGHT IRON FENCE,SEE Z Q ;.: o 0 0 0 DETAIL 3/L1.4 4 VC PD2 -� - �-p'� BF 3 m RR 3 3 2 O O :::. . .. BX BR2 P03 10 72" ON CENTER U W '. EXTRUDED POST CAP ... 2 3 3 I ��// WROUGHT IRON GATE PEDESTRIAN 68" MAXIMUM SPAN z STANDARD OPTION W GATE HEIGHT TO MATCH ADJACENT ■ :'::::. . :.. _ . . : ..: FENCING, SEE DETAILS &3/L1.4 ILL ..................... ........ . . • O P5 2 RR F39 QS (n i.: LANDSCAPE BOULDERS � � O HH MP 1 �� AS DETAILED ti • - .......... HOLD TOP AND BOTTOM RAILS 6 W N IN PLACE WITH LOCK RING. ••::::.•:. •. •.. ' . AT o CV •:•: 7/8" U-CHANNEL � Ln .. . .... ... .... ...... M ......... ............... . ........ ... ... QUANTITY 6 L U Z j '- PH2 FP HH I REMOVE TOUNGE ON ONE SIDE 12" PLANT IDENTIFICATION KEY FQC1 R BX .......... ...... ZV BX VC OF PANEL TO SIT FLUSH CONCRETE MOWSTRIP ........ ........ 3 3 3 . ..: 3 2 4,. 5„3 4 3 PC7 PD2 4 f AGAINST POST CA NUMBERS b. 1 3 _ CONCRETE FOOTING # REFERTONUMBERED EX 7/8 x6 TOUNGEAND GROOVE--,, CALLOUT NOTES M PD4 G N NOTES BELOW N • CJ 6 4 f PICKET ^I SCORE JOINT AT EACH POST ~ �`' 40 I HH PH4 PH2 SA2 ._L CO 1. VISION TRIANGLE LLJ 11 3 3 3 + I' 1-1/2"x 5-1/2"RAIL 2. PROPOSED CLUSTER MAIL BOX.COLOR AND STYLE BY W PC2 2 OTHER PD2 CO3 T PRIOR FENCE POST, SET POST d � ..:.'.: 17 RR BF I 3. PROPOSED MONUMENT SIGNAGE BY OTHER J m VC BR2 ' 12 WIDE CONCRETE MOWSTRIP TO INSTALLATION OF 10 3 3 — - MOWSTRIP 4 COLOR AND STYLE TO BE ....... .... . .. .. ...::' 2 _'.:. . :� PROPOSED BIKE STORAGE. _. 3 3 ARCHITECT.......:::'::. . .,.. .o . . .'.'.:p :.':a.:• .••. •:::.�• .•i:•r:•ii DETERMINED BY ARC �W 29 PLAN VIEW .. ... .::_'::_ ................. ....� 5. PROPOSED DOG RUNH r.:r:::::':'::':':: r:: LLU 6. PROPOSED DOG WASH STATION ............. S W 1 -- 20 BX P03 a. :: a. :: �„ � 5 SQUARE VINYL FENCE POST 7. PROPOSED PLAY AREA p Z 8 ADDITIONAL INFORMATION SEE MM 2 3 PC7 I Q O PROPOSED PLAZA WITH PERMEABLE PAVERS PD4 .. 20 1 I I = __ = GRADE AS ROPOSEDSPLOAZA WIDTHI STANDARD PAVERS. SEE CIVIL N � 3 3 3 2CIVIL SET FINISH . .. . . . ...... ... PH4 :. •:.. ..:..••::" .:� __ — SPECIFIED 9 � > ......................... ........... . ............ 8 : :':. :. ::. . .... ::p: : .:': .:.':::::: :: . . ` IIIIIII LU ` PB 4 PD2 .:•• I IPLANS FOR ADDITIONAL INFORMATION — W E M : :.. I I =III—III—<', P03 ~ . : :.':.:.::: • .::. :: .: 1 g 3 I1=1I I1=1 CONCRETE FOOTING AS 10. PROPOSED BENCH, STYLE AND COLOR TO BE j U 1 DR1 RR CE 22 PH2 PH3 CO3 VC I I I I N —III III= SPECIFIED DETERMINED BY OWNER H H . .. =III III a I I I 6 6 1 MG :. . o::: _ AGGREGATE BASE 5 3 4 III III 0 4 PH2 11 PROPOSED 'WIDE PATHWAY 85 6 AGGREGA — ...... .... .... . .. ... o:': o'.::o .•...••• ' s 6 � MP PD2 QS NOTES' IIIIIII '� � I III II 12 PROPOSED 8'WIDE PATHWAY U .... .. '.�a:.� .. .. .. 1 — - " ••;;; "':•`•�!•'•• •:�'•: ..O ..0.::'•':'•�:"':::'�:.�'��".:•�' ��••'�•' 13. IRRIGATION EASEMENT-NO TREES TO BE PLANTED PC ..... . :. ... - — °.....' : .'::..:.CEO 3 1 1. REFER TO LAYOUT PLAN OW STRIP LOCATIO' -III= = COMPACTED SUB-GRADE Q LM :'::::::.: '::i.: : .::.�... '::::: :: = WITHIN EASEMENT 5 Q :. :.' 2. SCORE JOINTS @ 10'O.C. OR AT EACH POST. = I . .......... ... _ PD4 — 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE II = 8 ._. �'�'��•-��•-��•��• : .°._ '• 14. TRASH ENCLOSURE BY OTHER 4 -..I ij- I''' II- Lo Zz CV 11 WITH MANUFACTURER'S SPECIFICATIONS. 1„ „ 5 ;. 4 L L� L� L PH4 SB1 1 •'': SA2 ..� 2 5» 1 HH PH4 PH2 2 I S 5 2 2 3 J. `. 2 1 3 PH4 LL �� _ - - P03 3 - 3 3 - BF . : :: VINYL FENCE PANEL o 5 .. . CV 4 3 CE 4 / LM SA2 BX HH SCALE: 112"= V-0" o d d d 4 CO3 8 / 16 4 3 13 PH2 CE VC :.::c ::.::'::::: :::.:' .'::: : :: 6 5 5 2 1/2"TUBULAR STEEL p - - 6 — EM : : :. ::.. .'. ':: ': ':. :::. — - o o w _ PH4 :. .. .. :.. ...' . ... . . :: :.:: _. • SUPPORT PICKET 6'O.C. O w w > LM 10 :::: �: �. �. .... . . — — :: z Y 0 BF 10 II \ ... .. . ... .. .�. .. ... .. .. . _ — — — 8 O.C. MOUNTING 21 a T — — — BX HOLLOW STEEL PICKETS I a vv \\ \ BRACKET(TYP) 3/4" HORIZONTAL 13 3 13 �'� ED PH2 PH4 a 0 1 7 �� 11 3 � 3 1 HOLLOW STEEL JB3 3 B P P 1 J S 1 P 6 PRO gg / SB1 PH3 \\ / II 9 9 1 ...... ... .000 I+ 3 CS _ 9 : '.. 10 CS ` AR E PH2 5 MG o 1 / / �:'.r :• .�::••✓:..•.•:.•:-• PH2 �•. �� 10 1 � � w r ��+� .. � z P03 2 3 3UR N P�2 :...: .:. :-�;� HR � z O t - 2 — >R R RR �- _ ,_ . 2G 10 ,..._ PH2 � o -- _ -g SB1 MG rn f H R I ' ':: MG HR PH2 MG P03 HR PP6 I �_ IS 1 4 3 2 .: IS 4 1 3 5 z O ..a •..a .a _ ,�.." 3 3 'S (.rnr.:) .: . KEY MAP o 3 .may W PD2 NVSCALE . " — 2o01—011 z f HOLLOW 1 3 1.. STEEL RAIL _I ` aR /4" HORIZONTAL R roo IRR IRR' IRR . IRR IRR IRR ' IRRAL .` . 8"X 24" KIP �/�/ CONCRETE FOOTING 1 + W 5 + -'w 1111 Ill 8„ 12' 0.C. LANDSCAPE PLAN - AREA FOUR NOTE: SHEET NO: L1 .4 20 0 20 40 60 CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY LANDSCAPE ARCHITECT BEFORE INSTALLATION. WROUGHY IRON 11111111111 GATE TO BE PAINTED W/ELECTO STATIC PAINT-COLOR AS DIRECTED BY OWNER. SCALE: 1"=20' 0" WROUGHT IRON FENCE 04/10/23 3 SCALE: 1/2"= V-0" PAGE NO: 50F6 PLANT SCHEDULE PLANT SCHEDULE DRYLAND SEEDING REQUIREMENTS z GENERAL OVERVIEW W CONIFEROUS TREES QTY COMMON / BOTANICAL NAME PLANTING SIZE MATURITY SIZE THIS REPORT OUTLINES RECOMMENDED REVEGETATION AND SLOPE STABILIZATION MEASURES FOR v z z PI.— PD 3 Black Hills Spruce 6' Ht. 45'H x 20'W GROUND COVERS CODE QTY COMMON/BOTANICAL NAME SIZE DISTURBED CUT AND FILL SLOPES WITHIN THE PROJECT LIMITS AS DEFINED ON THE ACCOMPANYING PLAN WHICH duo ¢ z ZD Picea glauca'Densata' WILL BE SEEDED WITH THE DRYLAND SEED MIX AND NOT IRRIGATED. THESE RECOMMENDATIONS ARE MADE TO a Q a 0 O PF 3 Vanderwolfs Pyramid Pine 6' Ht. 40'H x 20'W PREVENT SHORT TERM AND LONG TERM SOIL EROSION AS WELL AS TO PROVIDE AN AESTHETIC REVEGETATION v z a w P. U Pinus flexilis 'Vanderwolf's Pyramid' \ AT 135 Butterfly Milkweed 1 gal. -30" O.C. WHICH WILL BLEND WITH THE EXISTING NATURAL SURROUNDING AREA. THE MEASURES INCLUDE REVEGETATION q z p = (D Asclepias tuberosa AND HYDROMULCHING PROCEDURES FOLLOWING TOPSOIL DISTRIBUTION AND FINE GRADING. THE AREA TO BE � a C7 a DECIDUOUS TREES QTY COMMON / BOTANICAL NAME PLANTING SIZE MATURITY SIZE REVEGETATED CONSISTS OF ALL DISTURBED AREAS RELATED TO GRADING FOR CONSTRUCTION AND ANY OTHER RODNEY EVANS + PARTNERS a . . . . LU reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 AE 16 Emerald Queen Norway Maple 2 Cal. B&B 50'H x 40'W AREAS DISTURBED IN THE PROCESS OF CONSTRUCTION. THE SLOPES TO BE AFFECTED VARY WIDELY IN DEGREE W Acer platanoides 'Emerald Queen' AND ASPECT. LU CO 6 Common Hackberry 2" Cal. B&B 45'H x 35'W WBM2 52,214 sf 3" minus Medium Bark Mulch --- 0000p°pp0°°°0p0O000 GENERAL EARTHWORK o° P�N7/ y000° Celtis occidentalis Bark Mulch o° P OF q°OOO GS2 15 Shademaster Honeylocust 2" Cal. B&B 45'H x 35'W ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR CONSTRUCTION WITH MINIMAL, IF ANY, °° •�" ��- °� ��% • Gleditsia triacanthos 'Shade master' DISTURBANCE TO THE SURROUNDING NATURAL SLOPE OR VEGETATION.ALL FINISHED GRADES SHALL BE SMOOTH �/ KnoCall before KP 8 Golden Rain Tree 2" Cal. B&B 40'H X 30'W -°- •°• .�.• AND ROUNDED TO ENSURE A NATURAL TRANSITION BETWEEN NEW AND EXISTING GRADES. REFER TO GRADING '�p^n-pa�IA Callbeioreyoudig. Koelreuteria paniculata °" = > DBS 7,310 sf Intermittently Flooded Dryland Seed --- AND DRAINAGE PLANS FOR ADDITIONAL REQUIREMENTS. o`" Lr�— , �� o CALL 2 BUSINESS DAYS �L o IN ADVANCE BEFORE QS 8 Skyrocket English Oak 2" Cal. B&B 50'H x 15'W .a:` Detention Basin Seed Mix °°o < 06/13/23 ��oo° YOU DIG,GRADE,OR i i EXCAVATE FOR THE Quercus ZV MARKING OF 20 VVillage Green Sawleaf Zelkova 2" Cal. B&B 40' H x 40' W TM SITE EAR HWOIRK PROCESS SHOULD BEGIN WITH CLEARING LARGE SHRUBS FROM THE AREAS TO BE DISTURBED. O°OO°o o�oo°o°°p°°� 00o MEMBER UTILND ITIES Zelkova serrata'Village Green' WOODY STEMS AND BRANCHES SHALL BE CHIPPED ON SITE TO IMPROVE THE AMOUNT OF ORGANIC MATERIAL IN MAE$ DRN 1,122 sf 6"+ Drain Rock --- THE TOP SOIL. NATURAL TOPSOIL OCCURS AT VARYING DEPTHS ON THE PROJECT SITE. THE TOPSOIL SHOULD BE FLOWERING TREES QTY COMMON /BOTANICAL NAME PLANTING SIZE MATURITY SIZE Drain Rock EXCAVATED AND STOCKPILED AT DESIGNATED STORAGE AREAS PRIOR TO THE PROPOSED GRADING OPERATIONS. MP 16 Prairifire Crabapple 2" Cal. B&B 20'H x 20'W U Malus x'Prairifire' TOPSOIL DISTRIBUTION J M PC7 14 Columnar Sargent Cherry 2" Cal. B&B 35'H x 15'W ONCE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH GRADING HAS BEEN ACCOMPLISHED,THE J Prunus sargentii 'COlumnaris' LM 68 White Nancy Deadnettle 1 gal. -30"o.c. TOPSOIL SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS AS SPECIFIED. WHERE NEEDED, Lamium manulatum 'Nancy White' SLOPES SHOULD BE GRADED WITH SERRATION TO HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND SHRUBS QTY COMMON / BOTANICAL NAME PLANTING SIZE MATURITY SIZE LIGHTLY COMPACTED UTILIZING A SMALL CLEATED TRACTOR MOVING PERPENDICULAR TO THE CONTOURS OR T-- BR2 86 Rose Glow Japanese Barberry 5 gal. 5'H x 4'W ANOTHER METHOD WITH EQUAL CAPABILITY. IT IS OUR RECOMMENDATION THAT ANY NECESSARY MECHANICAL Q LLI Berberis thunbergii 'Rose Glow' MEANS OF EROSION CONTROL BE IN PLACE PRIOR TO BEGINNING SITE DISTURBANCE. 0� �_ LO BF 17 Faulkner Boxwood 2 gal. 4'H x 3'W W W NSA 2,704 sf Low Malntanence Turf Dryland Seed --- ONCE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVEGETATION SEEDING SHALL FOLLOW IMMEDIATELY. 0 Z5 O Buxus microphylla'Faulkner' Native Seed Mix IN ORDER TO ELIMINATE SURFACE CRUSTING AND TO FACILITATE BETTER ROOT PENETRATION,THE SURFACE (n M DR1 71 Kodiak Black Honeysuckle 5 gal. 4'H x 4'W SHOULD BE SCARIFIED PRIOR TO SEEDING. Z > 00 Diervilla rivularis'SMNDRSF'TM ED 45 Darley Dale Darley Heath 1 gal. 2'H x 3'W SEEDING J I I I I PP1 113 Blue Garden Phlox 1 al. -30" o.c. Erica x darleyensis 'barley Dale' I-I-I g APPLY SEED TO THE PROJECT SITE BY HYDROSEEDING. D LLJ IS 29 Sky Pencil Japanese Holly 5 gal. 6'H x 2'W I Phlox paniculata'Blue Paradise' THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. Q 07 Ilex crenata'Sky Pencil' Z I< JB3 15 Blue Chip Juniper 2 gal. V H x 6'W DOG PARK DRYLAND SEED MIX(UPLAND SEED MIX FOR IRRIGATED AREAS WITH SANDY SOILS) U LLI m Juniperus horizontal is'Blue Chip' , � 0 PD2 61 Dwarf Snowflake Mockorange 5 gal. 4'H x 4'W ,� ��, PP6 99 White Garden Phlox 1 gal. -30" O.C. SEED MIXTURE: PURE LIVE SEED%MIX Z Lu LL Philadelphus x virginalis 'Dwarf Snowflake' ��,' Phlox paniculata'David' HARD FESCUE 25 LLI elf P02 84 Dart's Gold Ninebark 5 gal. 5'H x 5'W CANADA BLUE FESCUE 25 Uj Physocarpus opulifolius 'Dart's Gold' SHEEP FESCUE 25 C0 PL 37 Lady in Red Ninebark 5 gal. 5'H x 5'W WINGLEY CHEWINGS FESCUE 25 LU N 4: Physocarpus opulifolius 'Lady in Red' RTF 79,676 sf RTF Sod --- Lo PB 60 Diabolo Ninebark 5 al. 10 H x 10 W Rhizomatous Tall Fescue TOTAL SEED 40 LBS PURE LIVE SEED M g INSTALL @ 25 LBS/ACRE Physocarpus opulifolius 'Monlo'TM PN2 62 Bird's Nest Spruce 5 gal. 4'H x 5'W DETENTION POND DRYLAND SEED MIX(FOR INTERMITTENTLY FLOODED OR SATURATED Picea abies 'Nidiformis' AREAS WITH CLAY SOILS) P03 67 Otto Luyken English Laurel 5 gal. 3'H x 6'W SB1 49 Silver Carpet Lamb's Ear 1 gal. -36" o.c. `Y Stachys byzantina'Silver Carpet' SEED MIXTURE: PURE LIVE SEED%MIX � Prunus laurocerasus 'Otto Luyken' Q RR 156 Fine Line Fern Leaf Buckthorn 5 gal. 6'H x 3'W ALKALI BULRUSH 20 6 o Rhamnus frangula'Ron Williams' MEADOW BARLEY 20 1Z >- SA2 28 Anthony Waterer Spiraea 5 gal. 5'H x 5'W ��`�� J 00 S Iraea x bumalda'Anthon Waterer' � � � VC 66 Bowles Periwinkle 1 gal. -36 O.C. MEADOW SEDGE 20 VC2 35 Koreanspice Viburnum y 5 gal. 6'H x 6'W \`\ Vinca minor'Bowles' NEBRASKA SEDGE 20 LU 0 \ TUFTED HAIRGRASS 20 U) Viburnum carlesii w TOTAL SEED 10.4 LBS PURE LIVE SEED PER ACRE ORNAMENTAL GRASSES QTY COMMON / BOTANICAL NAME PLANTING SIZE MATURITY SIZE INSTALL @ 20 LBS/ACRE Z CE 151 El Dorado Feather Reed Grass 2 gal. 5'H x 2'W Q p Calamagrostis x acutiflora'EI Dorado' FIBER MULCH MATERIAL � W CO3 114 Overdam Feather Reed Grass 2 gal. 3'H x 3'W GROW NUTRIBASE FROM"QUATTRO ENVIRONMENTAL",A COMPOSTED POULTRY BASED MULCH MATERIAL FREE OF UJ W Calamagrostis x acutiflora'Overdam' GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE RATE OF 2000 LBS. PER ACRE. j 0� Lu MG 41 Maiden Grass 1 gal. 6'H x 4'W ORGANIC SOIL AMENDMENT Miscanthus sinensis 'Gracillimus' GROW NUTRIBOOST FROM"QUATTRO ENVIRONMENTAL"(OR APPROVED EQUAL)APPLIED AT 5 GALLONS PER ACRE. T_ PC2 50 Cheyenne Sky Switch Grass 1 gal. 3'H x 1.5'W Q Panicum virgatum 'Cheyenne Sky' TACKIFIER PC 65 Cloud Nine Switch Grass 2 gal. 7'H x 3'W MULCH TACKIFIER SOIL STABILIZER-ECOLOGY CONTROLS M-BINDER. TACKIFIER APPLIED AT THE RATE OF 80 LBS. Panicum virgatum 'Cloud Nine' PER ACRE. PH2 121 Heavy Metal Switch Grass 1 gal. 3'H x 3'W GRANITE SEED � Panicum virgatum 'Heavy Metal' 1697 WEST 2100 NORTH P.O. BOX 177 PB3 60 Burgundy Bunny Dwarf Fountain Grass 1 gal. 1.5'H x 1.5'W LEHI, UTAH 84043 Pennisetum alopecuroides 'Burgundy Bunny' 1-800-768-4433 PH3 160 Dwarf Fountain Grass 1 gal. 3'H x 3'W (OR APPROVED EQUAL) p Pennisetum alopecuroides 'Hameln' CD a a a HYDROSEEDING N J J J J PERENNIALS QTY COMMON / BOTANICAL NAME PLANTING SIZE MATURITY SIZE MIX SPECIFIED SEED AND ORGANIC SOIL AMENDMENT IN WATER PER MANUFACTURER'S RECOMMENDATIONS. APPLY SEEDED SLURRY EVENLY IN TWO INTERSECTION DIRECTIONS. DO NOT HYDROSEED AREA IN EXCESS OF o AD 72 Delft Lace Astilbe 1 gal. 3'H x 2'W o w in I.0 Astilbe x'Delft Lace' THAT WHICH CAN BE MULCHED ON SAME DAY. KEEP OFF ROADS,WALKS,STRUCTURES AND AREAS NOT TO BE z z z Y O SEEDED. CLEAN UP THESE AREAS. AFTER HYDROSEED,TRACK IN SEED USING A CLEATED CRAWLER WITH TRACK cn w O Q a AR 52 Red Sentinel Astilbe 1 gal. 2 H x 2 W MARKS PERPENDICULAR TO THE SLOPE. AFTER TRACKED, MULCH SLOPE WITH 2O00 LBS. PER ACRE OF a o o Astilbe x arendsii 'Red Sentinel' Q BX 67 Blue Chip Butterfly Bush 1 gal. 3'H x 3'W FERTILE-FIBER MULCH MATERIAL AND 80 LBS. PER ACRE OF TACKIFIER. Buddleja x'Lo & Behold Blue Chip' MAINTENANCE CJ 67 Jethro Tull Tickseed 1 gal. 2'H x 2'W IMMEDIATELY RESEED AREAS WHICH SHOW BARE SPOTS. MINIMUM ACCEPTABLE PLANT COVERAGE IS 80 Coreopsis grandiflora'Jethro Tull' PERCENT AFTER ONE GROWING SEASON. PROTECT SEEDED AREAS WITH WANING SIGNS DURING MAINTENANCE CS 47 Sunfire Tickseed 1 gal. 1.5'H x 1.5'W PERIOD. THE SEED WILL REQUIRE APPROXIMATELY NINETY(90)DAYS OF FAVORABLE GROWING CONDITIONS TO Coreopsis grandiflora'Sunfire' GERMINATE AND BECOME ESTABLISHED FOR SUCCESSFUL SURVIVAL WITH NORMAL MINIMAL SUMMER CV 112 Moonbeam Threadleaf Coreopsis 1 gal. 1.5'H x 2'W PRECIPITATION. w Coreopsis verticil lata'Moonbeam' EM 100 Magnus Purple Coneflower 1 gal. 3'H x 2'W Z Echinacea pu rpurea'Magnus' SEEDING TIME z O EW2 66 POWWOW Wild Berry Coneflower 1 gal. 3 H x 3 W THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID OCTOBER. IF SEEDING IS APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION IS NOT REALIZED PRIOR TO FALL DORMANCY,THEN Echinacea purpurea'PAS702917'TM (_� Coneflower 1 gal. 2�H x 2�W RESEEDING SHALL BE APPLIED IN EARLY SPRING,AS SOON AS SOIL IS WORKABLE(NOT MUDDY)BETWEEN MARCH EX 125 Daydream Echinacea Coneflower x'Day ream' AND MID MAY. THIS PLANTING TIME PROVIDES THE OPTIMUM WEATHER CONDITIONS FOR SEED GERMINATION AND > SEEDLING SURVIVAL RATE.SEEDING AFTER NOVEMBER 20,'DORMANT SEEDING'INSURES THAT THE SEED DOES Z HH 177 Happy Returns Daylily 1 gal. 1.5H X 1.5W Q NOT GERMINATE PRIOR TO FREEZING WINTER TEMPERATURES AND SEED SHOULD BE IN PLACE FOR THE EARLY O Hemerocallis appy Returns' 00HP 24 Purple De Oro Daylily 1 gal. 2'H x 2'W SPRING RAINS. Z Hemerocallis x'Purple De Oro' Z HR 27 Rajah Daylily 1 gal. 3'H x 3'W WATER UJ (f) Hemerocallis x'Rajah' THE CONTRACTOR WILL PROVIDE SUPPLEMENTAL WATER TO ENSURE PROPER SEED GERMINATION. J HS 3 Strawberry Candy Daylily 1 gal. 1.5'H x 1.5'W FERTILIZATION Hemerocallis x'Strawberry Candy'TM FERTILIZATION IS NOT RECOMMENDED FOR RECLAMATION SEEDING DUE TO PROMOTION OF WEED COMPETITION. MM 75 Petite Delight Beebalm 1 gal. 1.5'H x 2'W IF WEEDS ARE APPARENT,CONTACT LANDSCAPE ARCHITECT FOR WEED REMOVAL REQUIREMENTS. Monarda didyma'Petite Delight' PD4 109 Dark Towers Penstemon 1 gal. 3'H x 2'W Penstemon 'Dark Towers' EROSION CONTROL PH4 133 Husker Red Beardtongue 1 gal. 3'H x 2'W UNDER NORMAL CIRCUMSTANCES AND ADHERENCE TO THE CONSTRUCTION PRACTICES DESCRIBED IN THE Penstemon digitalis 'Husker Red' SPECIFICATIONS,THE ABOVE RECOMMENDED EROSION CONTROL MEASURE SHOULD PROVIDE A STABLE SLOPE CONDITION. TO AVOID INCIDENTAL EROSION, IT IS IMPERATIVE THAT THE SLOPES,ONCE PREPARED, REMAIN SHEET NO: UNDISTURBED UNTIL SEEDING GERMINATES AND IS ESTABLISHED. L1 .5 AN 80%VEGETATION COVER IS RECOMMENDED TO CONTROL EROSION. SURFACE CONDITIONS SHOULD BE MONITORED DAILY. IF EROSION DETRIMENTAL TO THE SLOPE IS OBSERVED OR ANTICIPATED DUE TO EXCESSIVE RAINFALL, REMEDIAL MEASURES SHALL BE IMPLEMENTED AS REQUIRED. REFER TO THE STORM WATER POLLUTION DATE: PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS. 04/10/23 PAGE NO: 6OF6 w z L7 0 W ZD ZD aQa � H W. USTICK RD. z a. pl.— p IRRIGATION NOTES z = Q ® 1 RODNEY EVANS + PARTNER S a C7 w 0 0 1. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 135 G.P.M.WITH 65 P.S.I.AT THE SOURCE AND 45 P.S.I.AT MB ® THE HEADS. reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 2. ALL LATERAL LINES THAT ARE NOT LABELED SHALL BE 3/4"DIAMETER. w M - - 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. oao❑❑❑❑❑o ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. o° OF 000 — — 4. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MECHANICAL,AND ELECTRICAL ENGINEERING SHEETS. o00 �P � q °o 5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH /V�(y0 °o°° �� • RESPECTIVE CONTRACTORS. / — Klwwwhars below. 6. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE Call before you dig. IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR CAPPED AND MARKED WITH A 2"X 4" ` PAINTED STAKE EXTENDING TO 24"ABOVE GRADE. STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. o �� v�Tv �o CALL 2 BUSINESS DAYS �L �O IN ADVANCE BEFORE ALL SLEEVES SHALL EXTEND A MINIMUM OF 18"BEYOND BACK OF CURB OR EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL YOU DIG,GRADE,OR FOR \ o AS NECESSARY AT HARD SURFACE LOCATIONS. 000 00� P0000 EXCAVATEMARKING OF HE 7. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. oOO�aQ0000000�� MB ME ER ROI N ES \ 8. IRRIGATION CONTROLLER(S)ARE TO BE LOCATED AS SHOWN ON THE PLAN. CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY _ A LICENSED ELECTRICIAN PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED CONNECTIONS TO 24 VOLT ti \ IRRIGATION CONTROL WIRE INSIDE THE BUILDING THROUGH APPROPRIATE SIZED CONDUIT. III 9. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C.,STATE CODES, LOCAL CODES,AND MANUFACTURER'S RECOMMENDATIONS. 10. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS. U co - — — — — _ _ _ — _ 11. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. J 12. ALL 24 VOLT POWER WIRES SHALL BE#14 AWG COPPER. ALL ABOVE GROUND 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVC \ CONDUIT. ONE POWER WIRE SHALL BE PROVIDED BACK TO THE CONTROLLER FOR EACH VALVE. ALL COMMON WIRES SHALL BE O #12 AWG COPPER. ALL 24 VOLT WIRES SHALL BE TAPED TOGETHER AT TEN FOOT(10--0")INTERVALS. CO \ 13. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE,AND LOCAL LAWS AND ORDINANCES. � I✓ 14. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING IN PDF FORMAT UPON COMPLETION OF INSTALLATION O w AND PRIOR TO FINAL PAYMENT. 15. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM ~ Ln L — o THE DATE OF ITS ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THOSE TWO YEARS SHALL BE - — — - —— — J / FREE OF EXPENSE TO THE OWNER. M 16. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE — GUARANTEE PERIOD(1 YEAR). z T — �_ 17. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED,AND SHALL J Q MEET THE REQUIREMENTS F THIS SYSTEM. E MATERIAL A SPECIFIED, NSUBSTITUTIONSHALL BE PERMITTED WITHOUT QU SO SS S USE S AS C OS OU _ _ _ PRIOR WRITTEN PERMISSION OF THE OWNER OR LANDSCAPE ARCHITECT. LL.I — — 18. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO SPRINKLER NOZZLES, SPRINKLERS, PIPE,AND � J (_n OTHER IRRIGATION EQUIPMENT LOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS REQUIRED TO AVOID z < O DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL ENSURE HEAD TO HEAD COVERAGE AND NOT OVERSPRAY THE BUILDING O J III — OR OTHER IMPROVEMENTS. U W o0 — — — — — 19. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS,THEY Z 0 SHALL BE LOCATED IN THE LANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL. Uj - 20. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING L1J IRRIGATION ELEMENTS AND CONDITIONS PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. I— U) z J 21. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. J LU N — — — — PRESSURE IRRIGATION SYSTEM U-) z M — — I NON-POTABLE WATER NOTES co I — — — 1. ALL VALVE BOXES,QUICK COUPLER VALVES,SPRINKLER HEAD COVERS,AND AUTOMATIC CONTROL VALVES SHALL BE PURPLE TINTED IDENTIFICATION MATERIAL, MARKED WITH"DO NOT DRINK" WARNING. co 2. INSTALL FINDER TAPE OVER ALL IRRIGATION MAINS AND SUB-MAINS. TAPE SHALL BE 2"WIDE, METALLIC RED IN COLOR,WITH THE Lu WORDS"DANGER-UNSAFE WATER"OR"NON-POTABLE WATER"CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. TAPE SHALL m Q BE PLACED BETWEEN SIX INCHES(6")AND EIGHTEEN INCHES(18")BELOW THE SURFACE, DIRECTLY ABOVE THE TOP OF THE PIPE. 6 CI I CAUTION NOTICE 177 I I I THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT uJ — — — TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 U) HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE w CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 0 W Z - 'I I SYSTEM OPERATIONAL NOTES N ° L — — — SYSTEM OPERATION: w w w � (BASED ON HISTORICAL CLIMATE) Of W IZI — — — CONTROLLER SETUP: I Q — — — — I A CYCLING TECHNIQUE WILL BE USED FOR APPLICATION OF WATER, EACH STATION RUN TIME WILL BE APPLIED WITH THREE(3) I — - DIFFERENT START TIMES. THEREFORE STATION RUN TIMES REFLECT ONE THIRD(1/3)THE TOTAL APPLICATION. PEAK WATER APPLICATION WILL REQUIRE IRRIGATION EVERY NIGHT. SET CONTROLLERS FOR START TIME#1 AT 7:30P.M.,START TIME#2 AT 12:OOA.M., O \ AND START TIME#3 AT 5:30A.M. EXTEND WATER WINDO IF REQUIRED TO MEET PEAK WATER REQUIREMENTS. LO Z 4 INITIAL STATION RUN TIMES: DRIP ZONES:SHRUBS-5 MINUTE CYCLES. PRO NOZZLE SPRAY ZONES:TURF-5 MINUTE CYCLES. \ \ ff STANDARD NOZZLE ROTARY ZONES:TURF-15 MINUTE CYCLES. o SYSTEM BALANCING: 0-1 N J J J J AS THE SYSTEM OPERATES,SOME ZONES WILL BE WET WHILE OTHERS ARE DRY. ADJUST ONLY THOSE STATIONS WHICH REQUIRE in 0 Q \ \ — ADDITIONAL OR LESS WATER. FOR EXAMPLE, IF STATION AT A 50'-0"ROTORY ZONE IS ALWAYS DRY,CHANGE THE STATION A7 RUN TIME O Z LU z w > FROM FIFTEEN(15)MINUTES TO SIXTEEN(16)MINUTES. CONTINUE MAKING ADJUSTMENTS UNTIL THE ZONE MOISTURE CONTENT IS 3: 9v � I ACCEPTABLE. USE NOZZLE CHANGES OR NOZZLE SCREW ADJUSTMENTS TO ADJUST WET AND DRY AREAS WITHIN A ZONE. 0 < w = a a o o a \ I I w - - z � z omIRR _� - z \ co W REASON LATERAL CREASON CF EEK + `^/LL + Q PER \ CREASON CREEK w CREA SON CREEK Z > suBoi VrsioN No. _2 SUBDI I/lS/ON No. 2 o Q wIVU✓I V 1.11l/IV INV. L OVERALL IRRIGATION PLAN L2.0 NO 2.0 40 0 40 80 120 SCALE: 1"=40'-0" DATE: 04/10/23 PAGE NO: 1 OF 8 w z LD 0 W . USTICK RD . � zz z WWI ° � o 0 � R19 'P � ¢ Caati Or-,7 R15 R16 1" 15.8 VALVE SCHEDULE z L2.5 1" 20.5 1" 12.8 ¢ � -? � a D10 D11 RODNEY EVANS + PARTNERS a + + + + Lu 0.75 1.5 15 5 �/�[� reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 O 1" 12.9 IVIv 1" 13.5 NUMBER MODEL SIZE TYPE GPM 3.0 3.0 0.75 L U 1%4" 3. 3.0 3.0 - 1. D1 Netafim LVCZS8010075-HF 1" Area for Dripline 10.2 000pp0°°°°°oo , - - - D2 Netafim LVCZS8010075-HF 1" Area for Dripline 15.11 o\°'0 of /oq°O000 5 1%a" 1/4" 1y4 D3 Netafim LVCZS8010075-HF 1" Area for Dripline 13.1 0°°°�� i,y� °°oo V 2.0 1.5 12 1.5 1.5 1.5 5 1 D4 Netafim LVCZS8010075-HF 1" Area for Dripline 9.2' � sbelow. •/� �- - - - - - 1Ya" 14 D5 Netafim LVCZS8010075-HF 1 Area for Dripline 3.27 / © 0.75 p � Call before you aly. 2.0 - - - - - - - - - - - 1 D6 Netafim LVCZS8010075-HF 1" Area for Dripline 6.4 CALL 2 BUSINESS DAYS IN ADVACE BEFORE 00"® 0 - - - - - 3 0 3.0 I D7 Netafim LVCZS8010075-HF 1" Area for Dripline 7.59 lo�J' 06/13/23 ��o°� YOU DIG,GRADE,,OR EXCAVATE FOR THE MARKING 1" R17 30 R18 0 3.0 - D9 Netafim LVCZS8010075-HF 1" Area for Dripline 111.34 °°000000DSCA000°° ME ER R UND 1 I I D10 Netafim LVCZS8010075-HF 1" Area for Dripline 12.92 TS 1" 18 I4„ 1 D11 Netafim LVCZS8010075-HF 1" Area for Dripline 13.5 D12 Netafim LVCZS8010075-HF 1" Area for Dripline 11.2 15 D13 Netafim LVCZS8010075-HF 1" Area for Dripline 10.51 1Ya 2" D14 Netafim CALLOUT NUMBERS LVCZS8010075-HF 1" Area for Dripline 10.68 U M ��I..J1.. J � D15 Netafim „LVCZS8010075-HF 1 Area for Dripline 5.68 it REFER TO NUMBERED D16 Netafim LVCZS8010075-HF 1" Area for Dripline 10.24 CALLOUT NOTES NOTES BELOW 10- 1 \ D17 Netafim LVCZS8010075-HF 1" Area for Dripline 13.38 M \ D18 Netafim LVCZS8010075-HF 1" Area for Dripline 14.62 1. CONNECT NEW 2"MAINLINE TO PUMP STATION (BY OTHERS)IN THIS APPROXIMATE O \ D19 Netafim LVCZS8010075-HF 1" Area for Dripline 7.13 LOCATION (FIELD VERIFY). REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. � � 15 \ O W 1 R1 Hunter ICV-G 1" Turf Rotor 19.5 2. 2"WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS � \ R2 Hunter ICV-G 1" Turf Rotor 9.75 OLO REQUIRED. 0 LO\ R3 Hunter ICV-G 1" Turf Rotor 9.75 U ti R4 Hunter ICV-G 1-1/2" Turf Rotor 21.5 3. MOUNT OUTDOOR IRRIGATION CONTROLLER ON LOCKING PEDESTAL IN PLANTER co 00 R5 Hunter ICV-G 1" Turf Rotor 14 BED AS SHOWN. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE GRADE WIRES - 1.01 2„ 1 R6 Hunter ICV-G 1" Turf Rotor 16 SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT(2"MINIMUM). IRRIGATION J Q 0 R7 Hunter ICV-G 1" Turf Spray 14 CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED 1 \ R8 Hunter ICV-G 1" Turf Rotor 15 ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION U) J W \ ____- _ -- - - 5 R9 Hunter ICV-G 1-1/2" Turf Rotor 21 CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY z Q - \ R10 Hunter ICV-G 1" Turf Rotor 3 OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE O 0� Q I 2„ \ OWNER APPROVED. REVISE LOCATION AS REQUIRED. LLI m 2, II I „ - 6„ R11 Hunter ICV-G 1 Turf Rotor 12 U 0 R12 Hunter ICV-G 1" Turf Rotor 18.5 \ \ 4. EXTEND EXTRA WIRES TO THIS POINT. COIL APPROXIMATELY 24"LENGTH OF z LLI i2 12 12 10- 8 8 6 7 I R13 Hunter ICV-G 1" Turf Rotor 9.75 � \ \ I N EXTRA WIRES IN SEPARATE VALVE BOX AT THIS LOCATION. \ R14 Hunter ICV-G 1" Turf Rotor 5 LU \ R15 H ICV-G 1" Turf R 2 8 \ I N Hunter Rotor 0.5 5. ROUTE 2 WIRE BRANCH(IN 1"PE CONDUIT)AND RUN TO NEW REMOTE CONTROL R16 Hunter ICV-G 1" Turf Rotor 12.75 VALVES. LOCATE ICD DECODERS AND GROUND RODS AS NECESSARY. W N 1Ya„ I R17 Hunter ICV-G 1" Turf Rotor 19.5 > Lo R18 Hunter ICV-G 1" Turf Rotor 18 6. INSTALL'HUNTER'POLYFLEX RISER AT END OF DRIPZONE LINE TO ENSURE PROPER > M TS36 - III R19 Hunter ICV-G 1" Turf Rotor 15.75 FUNCTIONALITY. NOZZLE WITH(TS-T-Q). W 2" R20 Hunter ICV-G 1" Turf Rotor 10 1 18.7 2" W TS1 Hunter ICV-G ill Turf Spray 17.28 7. INSTALL MANUAL FLUSH VALVES AT END OF DRIP ZONE LINE FOR MAINTENANCE 4" PURPOSES. c� ( � � TS2 Hunter ICV-G 1" Turf Spray 15.2 N 0000a Lu 8 - - - _ TS3 Hunter ICV-G 1" Turf Spray 15.2 ri 8 12 6 7 - 8. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE MAINLINE IS SHOWN IN Q 2" 2" TS4 Hunter ICV-G 1" Turf Spray 15.2 ASPHALT,CONCRETE HARDSCAPE AREAS OR OFFSITE, IT SHALL BE LOCATED IN C° © © 2" \ TS5 Hunter ICV-G 1" Turf Spray 15.2 w - ADJACENT LANDSCAPE AREAS ONSITE. _- - - -_- -_- - - - - -_ - - - - - - - - - - TS6 HunterlCV-G 1" Turf Spray 15.2 [L m 15 - - - - - - - - - - - - - - - - - - - - - - - - 4„ III 6 7 w TS7 HunterlCV-G 1" Turf Spray 15.2 1 12 I \ I 1 v�^! TS8 Hunter ICV-G 1" Turf Spray 5.32 Lu 12 2" 0.75 1.0 0.5 III TS9 Hunter ICV-G 1" Turf Spray 16.63 U) �_ I 1 TS10 Hunter ICV-G 1" Turf Spray 13.51 w O 12 I \ III W _ TS11 Hunter ICV-G 1" Turf Spray 21.23 p 15 1 15 I I 5 \ I I �- 7 TS12 Hunter ICV-G 1" Turf Spray 13.08 Q z TS35 T 8 Z TS13 Hunter ICV-G 1" Turf Spray 13.08 N O 10 2„ I I \ TS14 Hunter ICV-G 1" Turf Spray 19.71 3: � 1" os 14 I 5 TS15 Hunter ICV-G 1" Turf Spray 19.12 > Eu 17 I I _ 1 17 1'� 8 I 1.0 1 � TS16 Hunter ICV-G 1 1/2 Turf Spray 20.11 w I I I R20 TS17 Hunter ICV-G 1-1/2" Turf Spray 21.31 -- TS34 10 2" 8 8 I I 1" 10 1 TS18 Hunter ICV-G 1" Turf Spray 2.42 T- V. 12.3 10 10 I TS19 Hunter ICV-G 1" Turf Spray 18.75 Q 11 8 8 6 71.0 D12 Q / TS20 Hunter ICV-G 1 ii Turf Spray 18.89 T 4 10 � 1" 1„ 11 2 TS21 Hunter ICV-G 1 Turf Spray 2.88 10 8 12 - - 12 - - 1„ I TS22 Hunter ICV-G 1" Turf Spray 12.13 AREA Ln Z 5 _ - - I I I TS37 TS23 Hunter ICV-G 1" Turf Spray 12.87 - e 12 TS24 Hunter ICV-G 1" Turf Spray 19.35 10 1 O s 1 - s s s s� 2n 1�� 8.81 1 ONF 1 10 e - - - - - - - - _ - - - - - - - � 1 TS25 Hunter ICV-G 1-1/2" Turf Spray 20.54 s e TS26 Hunter ICV-G 1" Turf Spray 18.68 t 1 TS33 10 10 4 " 2 I I TS27 Hunter ICV-G 1" Turf Spray 18.68 yl IIITO 00 o 1-1 2" Turf S ra . Ij 1'�i 10 TS28 Hunter ICV-G / p Y 20.45 CD CD a a a a 4 TS29 TS30 II 4 1" 20.2 � �� TS29 Hunter ICV-G 1-1/2" Turf Spray 20.45 N J J J � 10 I 4 4 \ 1�/2'20.5 1%z"18.3 lya / I I / TS30 Hunter ICV-G 1-1/2" Turf Spray 18.33 0 ® 12 12 4 III \ 1 TS31 Hunter ICV-G 1" Turf Spray 20.04 o LU U LU > 1 4" 2 -1%4" 6" 4" I I I TS32 Hunter ICV-G 1" Turf Spray 21.45 z � Y Of o 12 O$ 12 2 1 1 ___________ _ _ ___ 5 -___ _� TS33 HunterlCV-G 1" Turf Spray 20.19 ° � � LU = a- 0 0 U 5 12 - - 12 2 12 12 12 F- 10 y TS34 Hunter ICV-G 1" Turf Spray 12.3 Q 12 D9 ® - �� - -- 10 12 _ TS35 Hunter ICV-G 1" Turf Spray 20.46 1" 11.3 12 1'; 12 12 1" 15 15 15 8 8 8 8 8 10 1�4 0 8 - - TS36 Hunter ICV-G 1" Turf Spray 18.71 TS32 12 �2„ 17 5 17 TS28 III g 8 - 8- 8 -8 - 8 - 10 - -10 _ 10 8 TS37 Hunter ICV-G ill Turf Spray 8.81 O 12 4 „ TS38 Hunter ICV-G 1 Turf Spray 11.29 1 1" 21 5 12 "2❑�,,I 10 10 - - - - 12 12 TS39 Hunter ICV-G 1 Turf Spray 15.24 III 1 TS40 Hunter ICV-G 1" Turf Spray 18.18 1/4 17 2�� TS41 Hunter ICV-G 1" Turf Spray15.2 w 1%4 15 5 1/4 1%4" I I ' 2��\i I TS42 Hunter ICV-G 1 i' TTurf urf Spray 15.2 KEY MAP 10 5 TS43 Hunter ICV-G 1 Spray 15.2 z 2" 1 ICI TS44 HunterlCV-G 1" Turf Spray 15.2 SCALE . z O TS31 I - I I TS45 Hunter ICV-G 1" Turf Spray 15.2 �^ 1° 20.0 15 III 1 TS46 Hunter ICV-G 1" Turf Spray 15.2 O VJ I 1 5 � I 6 7 � - � TS27 2" TS47 Hunter ICV-G 1" Turf Spray 15.2 TS48 Hunter ICV-G 1" Turf Spray 15.2 z 1%a" _ - - �- - TS49 Hunter ICV-G 1" Turf Spray 15.2 - - - - - ■ I I TS50 Hunter ICV-G 1" Turf Spray 11.45 0 m 5 6 7 14„ TS51 Hunter ICV-G 1" Turf Spray 15.84 z Z) 211 I 2" z v I 7 17 ® W 15 II - - - - - - - - I 15 \ -1 O 2" I I 2" -o11 I 8 17 17 II SON SON . _ _ _ _ _ _ rt I INIF ONPOINNINIIIIIIIIIIIII _ _ ONE I I IN NONNI _ _ L _ _ SON SON 111011 15 ' 1 1I i MATCHLINE - SEE SHEET L2 .3 2" R R I GAT I O N P LAN - AREA ONE SHEET NO L2.1 20 0 20 40 60 SCALE: 111=20'-0" DATE: 04/10/23 PAGE NO: 2OF8 w z L7 0 W ZD ZD WWQ � � p O zax� U DC VALVE SCHEDULE !itpza04 z � � aa RODNEY EVANS + PARTNERS a + + + + w - - 3.5 NUMBER MODEL SIZE TYPE GPM reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 3]5 NUMBER MODEL SIZE TYPE GPM 0.75 1.5 1.5 n oJV LU1%4 1.5 1:5 0 .75 1.5 1.5 1.5 1.5 0 75 D1 Netafim LVCZS8010075-HF 1" Area for Dripline 10.2 000pp0°°°°0 D2 Netafim LVCZS8010075-HF 1" Area for Dripline 15.11 0�o°PEE of i°o°g0000 i I o y o° ■ „ 2" D3 Netafim LVCZS8010075-HF 1" Area for Dripline 13.1 �o�° P��i�i� °oo 1 14 0.75 1.5 \ 2" 1 1 D4 Netafim LVCZS8010075-HF 1 Area for Dripline 9.2 � �Q 1.5 1.5 1.5 - - - - / D5 Netafim LVCZS8010075-HF 1" Area for Dripline 3.27 l"�( � YPUAA Cal"'ll`I,�belowyou dig. 75 0.75 1.5 1.5 D6 Netafim LVCZS8010075-HF 1" Area for Dripline 6.4 �//11 CALL 2 BUSINESS DAYS 1.5 1.5 1.5 2" 1" is.5 D7 Netafim LVCZS8010075-HF 1" Area for Dripline 7.59 002� moo IN ADVANCE BEFORE 6 7 _ _ - - - MARKING OF 0 75 D8 Netafim LVCZS8010075-HF 1" Area for Dripline 9.28 0°°°0� 06/13/23 ��000 YOU DIG,E FOR OR O EXCAVATE FOR THE _ _ A D1 D9 Netafim LVCZS8010075-HF 1" Area for Dripline 11.34 000°�o�000000p°°°�o BUTILITIES 1 2" 2 1" io.2 D10 Netafim LVCZS8010075-HF 1" Area for Dripline 12.92 MEM ER ❑ 211 9 D11 Netafim LVCZS8010075-HF 1" Area for Dripline 13.5 D12 Netafim LVCZS8010075-HF 1" Area for Dripline 11.2 3 L2.6 D13 Netafim LVCZS8010075-HF 1" Area for Dripline 10.51 6 7 4 D14 Netafim LVCZS8010075-HF 1" Area for Dripline 10.68 U M �J CALLOUT NUMBERS J � 6 7 2 D15 Netafim LVCZS8010075-HF 1 Area for Dripline 5.68 # REFER TO NUMBERED J L2.5 Area for Dripline NOTES BELOW 6 7 D16 Netafim LVCZS8010075-HF 1 ea o p e 10.24 CALLOUT NOTES � 10- 2 D17 Netafim LVCZS8010075-HF 1" Area for Dripline 13.38 M j D18 Netafim LVCZS8010075-HF 1" Area for Dripline 14.62 1. CONNECT NEW 2"MAINLINE TO PUMP STATION (BY OTHERS)IN THIS APPROXIMATE O L2.7 D19 Netafim LVCZS8010075-HF 1" Area for Dripline 7.13 LOCATION (FIELD VERIFY). REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. D T- R1 Hunter ICV-G 1" Turf Rotor 19.5 O�/ Lu R2 Hunter ICV-G 1" Turf Rotor 9.75 2. 2"WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS 0L �_ LO REQUIRED. 0 Q w R3 Hunter ICV-G 1" Turf Rotor 9.75 6 7 z R4 Hunter ICV-G 1-1/2" Turf Rotor 21.5 3. MOUNT OUTDOOR IRRIGATION CONTROLLER ON LOCKING PEDESTAL IN PLANTER ( co R5 Hunter ICV-G 1" Turf Rotor 14 BED AS SHOWN. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE GRADE WIRES z 00 1 0 R6 Hunter ICV-G ill Turf Rotor 16 SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT(2"MINIMUM). IRRIGATION J Q 0 R7 Hunter ICV-G 1" Turf Spray 14 CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED A.�{ I j 4 w U) R8 Hunter ICV-G 1" Turf Rotor 15 ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION U J L y w R9 Hunter ICV-G 1-1/2" Turf Rotor 21 CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY Z Q - SM3 5 J R10 Hunter ICV-G 1" Turf Rotor 3 OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE O 0� Q m OWNER APPROVED. REVISE LOCATION AS REQUIRED. LU m I L2.5 Q � � R11 Hunter ICV-G 1 Turf Rotor 12 U 0 L - - - - - - _ 1 R12 Hunter ICV-G 1" Turf Rotor 18.5 Z W _ _ 4. EXTEND EXTRA WIRES TO THIS POINT. COIL APPROXIMATELY 24"LENGTH OF 1 - - - - - - - - - L2.5 R13 Hunter ICV-G 1" Turf Rotor 9.75 � Li - PO- - - w � EXTRA WIRES IN SEPARATE VALVE BOX AT THIS LOCATION. _ PO J R14 Hunter ICV-G 1" Turf Rotor 5 � N _ C R15 Hunter ICV-G 1" Turf Rotor 20.5 p 5. ROUTE 2 WIRE BRANCH(IN 1"PE CONDUIT)AND RUN TO NEW REMOTE CONTROL � � J I 4" R16 Hunter ICV-G 1" Turf Rotor 12.75 VALVES. LOCATE ICD DECODERS AND GROUND RODS AS NECESSARY. LU N I 1%4" 1 6 U 0O R17 Hunter ICV-G 1" Turf Rotor 19.5 > Ln L2.5 R18 Hunter ICV-G 1" Turf Rotor 18 6. INSTALL'HUNTER'POLYFLEX RISER AT END OF DRIPZONE LINE TO ENSURE PROPER > M W 4 co R19 Hunter ICV-G 1" Turf Rotor 15.75 FUNCTIONALITY. NOZZLE WITH(TS-T-Q). W L2.5 R20 Hunter ICV-G 1" Turf Rotor 10 1 5.1 TS1 Hunter ICV-G ill Turf Spray 17.28 7. INSTALL MANUAL FLUSH VALVES AT END OF DRIP ZONE LINE FOR MAINTENANCE _ _ I TS2 Hunter ICV-G 1" Turf Spray 15.2 PURPOSES. co N - - Lu TS3 Hunter ICV-G 1" Turf Spray 15.2 ri TS4 Hunter ICV-G 1" Turf Spray 15.2 8. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE MAINLINE IS SHOWN IN Q I 1Y4" ASPHALT,CONCRETE HARDSCAPE AREAS OR OFFSITE, IT SHALL BE LOCATED IN 6 'RPBA 6 TS5 Hunter ICV-G 1" Turf Spray 15.2 ADJACENT LANDSCAPE AREAS ONSITE. W 6 7 J 5 L2.5 TS6 Hunter ICV-G 1" Turf Spray 15.2 [L m - - - - - - - - - - - - 5 TS7 Hunter ICV-G 1" Turf Spray 15.2 1 --- --- 6 7 --- _- L2 7 TS8 Hunter ICV-G 1" Turf Spray 5.32 Lu 1 I I TS9 Hunter ICV-G 1" Turf Spray 16.63 U) III TS10 Hunter ICV-G 1 Turf Spray 13.51 'Lu 1 - - U) Uj - - - - - _ _ I I TS11 Hunter ICV-G 1" Turf Spray 21.23 o TS12 Hunter ICV-G 1" Turf Spray 13.08 Q z TS13 Hunter ICV-G 1" Turf Spray 13.08 N O III TS14 Hunter ICV-G 1" Turf Spray 19.71 3: TS15 Hunter ICV-G 1" Turf Spray 19.12 w Lu 1 F- - - - - - - - - - - - - I I 1 TS16 Hunter ICV-G 1-1/2" Turf Spray 20.11 w U 1 6 7 I I L2.7 TS17 Hunter ICV-G 1-1/2" Turf Spray 21.31 T 0� - / IRR TS18 Hunter ICV-G 1" Turf Spray 2.42 m R° 1 711 4 I TS19 Hunter ICV-G 1" Turf Spray 18.75 U - - .� Q❑ - a s s s s a -- s s a s s a _ _ 3 TS20 Hunter ICV-G 1" Turf Spray 18.89 0 10 12 12 10 10 10 - t 1" 10 10 10 - 10 10 12 R o°000 - 5 _ 1X" s L2 5 TS21 Hunter ICV-G 1" Turf Spray 2.88 ..*�-� 10 I: - _ TS22 Hunter ICV-G 1" Turf Spray 12.13 - L AR EA s, LO z 12 12 s TS1 TS23 Hunter ICV-G 1" Turf Spray 12.87 f.81 1 SD 10 - - - - 15 1„ 173 TS25 Hunter ICV-G 1 1/2" Turf Spray 20.54 ` TWO 12 12 10 10 10 TS26 Hunter ICV-G 1" Turf Spray 18.68 15 2 TS39 TS38 IIll 2 TS27 Hunter ICV-G 1" � Turf Spray 18.68 III TS28 Hunter ICV-G 1-1/2" Turf Spray 20.45 1 it 00 1" 15.2 1" 11.3 2" 15 TS2 Hunter I V- 1-1 2" Turf Spray 20.45 N J J J ❑-�¢ I I 9 C G / p Y I �1 III TS30 Hunter ICV-G 1-1/2" Turf Spray 18.33 o 0 D51 TS31 Hunter ICV-G 1" Turf Spray 20.04 ` o LU LU > 4" 4" I I c z z z Y o I TS32 Hunter ICV-G 1 Turf Spray 21.45 � � 9 � Of - 15 6 7 6 7 15 15 TS33 Hunter ICV-G 1" Turf Spray 20.19 I a o o Q TS40 I 15 15 TS34 Hunter ICV-G 1" Turf Spray 12.3 \ Uj 12 - 1Y4" 1 4„ III �� 4 TS35 Hunter ICV-G 1" Turf Spray 20.46 TS41 I `�❑ I L2 7 TS36 Hunter ICV-G 1" Turf Spray 18.71 s 1 12 4 4 15 5 1 4 2 I I TS37 Hunter ICV-G 1" Turf Spray 8.81 15 p Y 2"� 15 I TS2 TS38 Hunter ICV-G 1" Turf Spray 11.29 1 15 1Y4 2" I 1° 152 TS39 Hunter ICV-G 1" Turf Spray 15.24 °� I K4• °� � � 1/4" TS40 Hunter ICV-G 1" Turf Spray 18.18 1 5 15 - - -- - I 15 15 2 TS41 Hunter ICV-G 1" Turf Spray 15.2 ' 15 1 2" 15 15 TS42 Hunter ICV-G 1" Turf Spray 15.2 LLI KEY MAP �D13 d TS43 Hunter ICV-G 1" Turf Spray 15.2 7 z 1" 10.5 2„J TS3 Q TS44 HunterlCV-G 1" Turf Spray 15.2 SCALE . 1 " - 2001-011 z O 15 6 7 5 15 Q 1%4" 1" 15.2 TS45 Hunter ICV-G 1" Turf Spray 15.2 p - 1 D14 I I I 15 TS46 Hunter ICV-G 1" Turf Spray 15.2 (n 1 5 1" 10.7 TS42 /4" 1y4�� 1" TS47 Hunter ICV-G 1" Turfpray 15.2 1' I 1%4" TS48 Hunter ICV-G 1" Turf Spray 15.2 1 1 15.2 6 7 - O TS49 Hunter ICV-G 1" Z Turf Spray 15.2 z 0 15 14 1Y4" " TS43 I I 6 7 115 1 5 15 TS50 Hunter ICV-G 1 Turf Spray 11.45 m I/2" TS51 Hunter ICV-G 1" Turf Spray 15.84 z YO-1 1" 15.2 i IIIQ I I I 5 z 15 D15 II 01II w J 5 2 1 5.68 I III 211 15 I 15 O m 5 15 15 2, MATCHLINE SEE SHEET L2 .4 - - - - ;55 l',1 150 R R I GAT I O N P LAN - AREA TWO SHEET NO: L2.2 20 0 20 40 60 SCALE: 1"=20'-0" DATE: 04/10/23 PAGE NO: 30F8 w z LD 0 W ZD ZD WWQ � � p O� za � � U ® I I I I I I III IF 5 ■ 15 � dCaw .� �D 15 I !i±,P MATCHLINE - - - - - - - VALVE SCHEDULE a - SEE SHEET „ af RODNEY EVANS + PARTNERS + + + + w 17 17 i NUMBER MODEL SIZE TYPE GPM reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 4 I �� LU O I I oil 15 15 D1 Netafim LVCZS8010075-HF 1" Area for Dripline 10.2 000000pp0°°°°°00000 D2 Netafim LVCZS8010075-HF 1" Area for Dripline 15.11 00o°° E e� �oq°OO°o 1 5 $ I D3 Netafim LVCZS8010075-HF 1" Area for Dripline 13.1 �o°° �' ��i�tio °°oo " W 17 17 7 15 15 D4 Netafim LVCZS8010075-HF 1" Area for Dripline 9.2 �� •/� 5 III 6 D5 Netafim LVCZS8010075-HF 1" Area for Dripline 3.27 Cal"'ll`I,� you dig. p I / 1.5 2"\� 1/ D6 Netafim LVCZS8010075-HF 1" Area for Dripline 6.4 lll///��I� L�3ii�' �� CALL 2 BUSINESS DAYS R D7 Netafim LVCZS8010075-HF 1" Area for Dripline 7.59 oJ, moo IN ADVANCE BEFORE 17 17Netafirn �O YOU DIG,GRADE,OR 1.0 1.5 1I 1" 5 I 15 15 . D9 Netafim LVCZS8010075-HF 1" Area for Dripline 91?34 °°o°O°000DSCA000°°o°o nnEMBeRUEXCAVATE FOR THE MARKINGUTES 000 2„ 1.0 1Y4 1 " D10 Netafim LVCZS8010075-HF 1" Area for Dripline 12.92 �=° � 2„ D11 Netafim LVCZS8010075-HF 1" Area for Dripline 13.5 1.0 2„ 17 16 17 - - - - - - 1 15 D12 Netafim LVCZS8010075-HF 1" Area for Dripline 11.2 6 7 TS26 III 4777 - - D13 Netafim LVCZS8010075-HF 1" Area for Dripline 10.51 1.0 D14 Netafim LVCZS8010075-HF 1" Area for Dripline 10.68 U 1" ® 1° 18.7 2" III L2.6 @CALLOUT Metafim LVCZS8010075-HF 1" Area for Dripline 568 REFERTONUMBERNUMBERED J 1.0 1.0 1.5 17 R13 III I �'� D16 Netafim LVCZS8010075-HF 1" Area for Dripline 10.24 CALLOUT NOTES NOTES BELOW 10- D8 1" s.75 I I D17 Netafim LVCZS8010075-HF 1" Area for Dripline 13.38 M D18 Netafim LVCZS8010075-HF 1" Area for Dripline 14.62 1. CONNECT NEW 2"MAINLINE TO PUMP STATION (BY OTHERS)IN THIS APPROXIMATE O 1.5 I 1.5 R12 1" 9.28 I I I D19 Netafim LVCZS8010075-HF 1" Area for Dripline 7.13 LOCATION (FIELD VERIFY). REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. O W 17 6 7 1Ya" R1 Hunter ICV-G 1" Turf Rotor 19.5 1" 18 5 - 1" - - 1 R2 Hunter ICV-G ill Turf Rotor 9.75 2. 2"WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS 0 LO - 1.5 _ - - _ �_ __ _ _ _ _ 3 REQUIRED. 0 Q - - - - - R3 Hunter ICV-G 1 Turf Rotor 9.75 ti R4 Hunter ICV-G 1 1/2" Turf Rotor 21.5 (D � \ 75 6 7 L2.6 3. MOUNT OUTDOOR IRRIGATION CONTROLLER ON LOCKING PEDESTAL IN PLANTER z � R5 Hunter ICV-G 1" Turf Rotor 14 BED AS SHOWN. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE GRADE WIRES 30 I R11 1/4„ 15 R6 Hunter ICV-G 1" Turf Rotor 16 SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT(2"MINIMUM). IRRIGATION �- Q 0 �.0 1" 12 1Y4" 1.0 R7 Hunter ICV-G 1" Turf Spray 14 CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED J 1 1. 2" D LU 1.5 \ 1 5 III I R8 Hunter ICV-G 1" Turf Rotor 15 ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION U) J \ 0.75 CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY L R9 Hunter ICV-G 1-1/2" Turf Rotor 21 Z Q - 1 15 15 R10 Hunter ICV-G 1" Turf Rotor 3 OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE p � p .0 3.0 1Y4" I III OWNER APPROVED. REVISE LOCATION AS REQUIRED. LU m R11 Hunter ICV-G 1 Turf Rotor 12 C..) 0 i 1.5 2�� R12 Hunter ICV-G 1" Turf Rotor 18.5 Z W R10 I I 4. EXTEND EXTRA WIRES TO THIS POINT. COIL APPROXIMATELY 24"LENGTH OF 1.5 R13 Hunter ICV-G 1" Turf Rotor 9.75 � LL 1" 3 � - I I EXTRA WIRES IN SEPARATE VALVE BOX AT THIS LOCATION. I,�2" 1 R14 Hunter ICV-G 1" Turf Rotor 5 LLI 0 I 1.5 R9 c� 1 I R15 Hunter ICV-G 1" Turf Rotor 20.5 5. ROUTE 2 WIRE BRANCH(IN 1"PE CONDUIT)AND RUN TO NEW REMOTE CONTROL ~ U) 3.0 3.0 TS25 1Y2' 21 R8 III L2.6 R16 Hunter ICV-G 1" Turf Rotor 12.75 ti 1.5 VALVES. LOCATE ICD DECODERS AND GROUND RODS AS NECESSARY. W N \ 5 III N R17 Hunter ICV-G 1" Turf Rotor 19.5 LU Ln \ 1Yz'20.5 1" 15 - > co I I 15 j R18 Hunter ICV-G 1" Turf Rotor 18 6. INSTALL'HUNTER'POLYFLEX RISER AT END OF DRIPZONE LINE TO ENSURE PROPER 12 D7 6 7 I I I I R19 Hunter ICV-G 1" Turf Rotor 15.75 FUNCTIONALITY. NOZZLE WITH(TS T-Q). 5 1•5 1" 7.59 III R20 Hunter ICV-G 1" Turf Rotor 10 1.5 12" I 1 W TS1 Hunter ICV-G 1" Turf Spray 17.28 7. INSTALL MANUAL FLUSH VALVES AT END OF DRIP ZONE LINE FOR MAINTENANCE 5 15 1Y4" 1Ya" - - - - - -1 I w Spray PURPOSES. co TS2 Hunter ICV-G 1 Turf S ra 15.2 III I T Lu TS3 Hunter ICV-G 1" Turf Spray 15.2 ri 2 \ 15 1Y4" 9 1„ \ I I 2 Z TS4 Hunter ICV-G 1" Turf Spray 15.2 8. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE MAINLINE IS SHOWN IN Q /1 ASPHALT,CONCRETE HARDSCAPE AREAS OR OFFSITE, IT SHALL BE LOCATED IN 8 V J TS5 Hunter ICV-G 1" Turf Spray 15.2 6 0ADJACENT LANDSCAPE AREAS ONSITE. O 15 �„ - TS6 Hunter ICV-G 1" Turf Spray 15.2 m 5 O \ 15 V. 1/a\I 3,0 \ 2„ 15 W TS7 Hunter ICV-G 1" Turf Spray 15.2 w TS8 Hunter ICV-G 1" Turf Spray 5.32 0 I w 2 \ 15 1 I �iI 12 12 - 1 12 12 1 12 12 �^ i TS9 Hunter ICV-G 1" Turf Spray 16.63 L2.6 15 \1" 1" II 4" \ I I III ; v, _ TS10 Hunter ICV-G 1" Turf Spray 13.51 w - 41 I TS11 Hunter ICV-G 1" Turf Spray 21.23 p V\ 5 8 10 1„ \ 30 \ II 2" I I 12 1212 12 1212 ; TS12 Hunter ICV-G 1" Turf Spray 13.08 Q zz I I TS13 Hunter ICV-G 1" Turf Spray 13.08 N _ TS14 Hunter ICV-G 1" Turf Spray 19.71 3: > 1 \ I I I I J TS15 Hunter ICV-G 1" Turf Spray 19.12 w w _ w6 7 TS16 Hunter ICV-G 1-1/2" Turf Spray 20.11 O 15 1/4"� TS17 Hunter ICV-G 1-1/2 Turf Spray 21.3115 12 TS18 Hunter ICV-G 1" Turf Spray 2.42 m � R7 1 I I TS19 Hunter ICV-G 1" Turf Spray 18.75 ® 3.0 \ 1 _ _ - - I I TS20 Hunter ICV-G 1" Turf Spray 18.89 1" 14 15 1Y4" 15 I 15 15 15 II I I TS21 Hunter ICV-G 1" Turf Spray 2.88 5 15 \ 14 TS22 Hunter ICV-G 1" Turf Spray 12.13 - = In z TS24 \ 0.75 TS23 Hunter ICV-G 1" Turf Spray 12.87 \ \ 1 19 15 12 15 15 TS24 Hunter ICV-G 1" Turf Spray 19.35 \ 2 I TS25 Hunter ICV-G 1-1/2" Turf Spray 20.54 1 15 \ - - - - - TS26 Hunter ICV-G 1" Turf Spray 18.68 \ 10 io 3 0 3.p 1 5 15 2„ �� - 2„ 2 TS27 Hunter ICV-G 1" Turf Spray 18.68 w TS28 Hunter ICV-G 1-1/2" Turf Spray 20.45 CDa a a TS23 $ 8 1.5 15 TS29 Hunter ICV-G 1-1/ 1, Turf py 20.45 �. "' w s TS30 Hunter ICV-G /2, Turf Spray 18.33 8 15 - - - - - I TS31 Hunter ICV-G 1" Turf Spray 20.04 o w w > s O / - TS32 Hunter ICV-G 1" Turf Spray 21.45 1 AREA Z � 9 c) ° O \ R6 5 \ 8 \ 1.5 - - - - - - - - TS33 Hunter ICV-G 1" Turf Spray 20.19 � � w = a 1" i6 \ 5 s 1.5 15 TS34 Hunter ICV-G 1" Turf Spray 12.3THREE a � � � 5 5 .0 a s TS35 Hunter ICV-G 1" Turf Spray 20.46 v - 8 ® a a 1Y4" 15 TS18 TS36 Hunter ICV-G 1" Turf Spray 18.71 E O \ 8 10 g 4 " 1.5 15 =0000 1° 2.a2 TS37 Hunter ICV-G 1" Turf Spray 8.81 5 10 TS38 Hunter ICV-G 1" Turf Spray 11.29 \ 010 1® 20 1Y4" 15 R2 I TS39 Hunter ICV-G 1 Turf Spray 15.24 �I 15 \ 1„ 1" 9.75 I 2�� „ \ \ - - -_ -/- - - - - - - - TS40 HunterlCV-G 1 Turf Spray 18.18 \ I 1"� 1Y4" 1.5 15 1Y4" 15 B 1 5 =6- 1 TS41 Hunter ICV-G 1" Turf Spray 15.2 w TS22 2 0 2.0 .0 2�� 8 TS42 Hunter ICV-G 1" Turf Spray 15.2 KEY MAP \ \ 20 8 1/4" 15 8 2" TS43 Hunter ICV-G 1" Turf Spray 15.2 z 1° 12.1 6 - 4 8 �! 15 2' 17 17 17 17 TS44 Hunter ICV-G 1" Turf Spray 15.2 SCALE . " - 2001-011 z O \ 1Y4" 20■ 1/a" 0 s 1 1Y4" 1 - TS45 Hunter ICV-G 1" Turf Spray 15.2 rJ 1 8 1 ` �� TS46 Hunter ICV-G 1" Turf Spray 15.2 O (n \ 2.0 0 1.5 �"� \ ( TS47 Hunter ICV-G 1" Turf Spray 15.2 \ 1" 2„ 6� �1 0 TS17 TS16 I TS48 Hunter ICV_G 1" Turf Spray 15.2 z / I \ R5 � - - - 1YZ'21.3 1Y2'20.1 TS49 Hunter ICV G 1" Turf Spray 15.2 p 1.5 2.0 2.0 TS50 Hunter ICV-G 1" Turf Spray 11.45 m TS51 Hunter ICV-G 1" Turf Spray 15.84 z LU B VI V 6 7 W U) F \ . 5 1.5 1 � ry 17 17 17 17 Q a R4 R3 TS21 D6 TS20 TS19 21.5 U 1" 18.9 1" 18.8 rO SOLI O EEO CREASON C EEK I� E Q )E-- A C' n / IRRIGATION PLAN - AREA THREE SHEET NO: L2.3 20 0 20 40 60 SCALE: 111=20'-0" DATE: 04/10/23 PAGE NO: 4OF8 w z L7 0 W ZD ZD WWQ � � p O � Qa � H z x � U 15 15 I D15 I I T I I I I 2°�i i I I VALVE SCHEDULE z MATCHLINE - SEE SHEET L2 .2 ol RODNEY EVANS + PARTNERS � '. . ' + w2" 1" 5.68 15 15 2" O NUMBER MODEL SIZE TYPE GPM reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 CQ LU 5 15 MEN 15 D1 Netafim LVCZS8010075-HF 1" Area for Dripline 10.2 °°"000040°000000 15 15 D2 Netafim LVCZS8010075-HF 1" Area for Dripline 15.11 °oo°°�P�� OF ��gy°000 1 I 15 1 15 D3 Netafim LVCZS8010075-HF 1" Area for Dripline 13.1 1 5 15 15 I I I D4 Netafim LVCZS8010075-HF 1" Area for Dripline 9.2 �� • 15 TS44 I 2 2" 5 D3 D5 Netafim LVCZS8010075-HF 1" Area for Dripline 3.27 Call `1>er0�dig. 11, 1" 13.1 D6 Netafim LVCZS8010075-HF 1" Area for Dripline 6.4 �/ o ., ter,- , \o CALL 2 BUSINESS DAYS 1�„ '/ 1" 15.2 I I 15 D7 Netafim LVCZS8010075-HF 1" Area for Dripline 7.59 °o�J' 06/13/23 �o°o IN YOU ADVANCE BEFORE 174" " GRADE,OR 60 V°o EXCAVATE FOR THE 6 7 - - - D8 Netafim LVCZS8010075-HF 1 Area for Dripline 9.28 0o P``i°° MARKING OF 1%4" I id D9 Netafim LVCZS8010075-HF 1" Area for Dripline 11.34 MB ooOOOo o�000a000°°°o° ME ERUTILITIESO 6 7 1X" TS45 D10 Netafim LVCZS8010075-HF 1" Area for Dripline 12.92 1 1„ 1" 15.2 H,, D11 Netafim LVCZS8010075-HF 1" Area for Dripline 13.5 D12 Netafim LVCZS8010075-HF 1" Area for Dripline 11.2 15 lh' D13 Netafim LVCZS8010075-HF 1" Area for Dripline 10.51 TS4 D14 Netafim LVCZS8010075-HF 1" Area for Dripline 10.68 �J MNONE115 15 1 15.2 C D15 Netafim LVCZS8010075-HF 1" Area for Dripline 5.68 # REFERTONNUMBEED2114CD16 Netafim LVCZS8010075-HF 1" Area for Dripline 10.24 CALLOUT NOTES NOTES BELOW D17 Netafim LVCZS8010075-HF 1" Area for Dripline 13.38 M D18 Netafim LVCZS8010075-HF 1" Area for Dripline 14.62 1. CONNECT NEW 2"MAINLINE TO PUMP STATION (BY OTHERS)IN THIS APPROXIMATE O 1 1X" TS46 15 I 15 D19 Netafim LVCZS8010075-HF 1" Area for Dripline 7.13 LOCATION (FIELD VERIFY). REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. D 15 1 15 R1 Hunter ICV-G 1" Turf Rotor 19.5 O W 15 2. 2"WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS � �_ L0 11�4„ 1Ya° I I�2" � R2 Hunter ICV-G 1" Turf Rotor 9.75 17 I REQUIRED. 0 Q 1X" R3 Hunter Ill G ill Turf Rotor 9.75 � Ts47 I I I 5 I U C� � M R4 Hunter Ill 1-1/2" Turf Rotor 21.5 3. MOUNT OUTDOOR IRRIGATION CONTROLLER ON LOCKING PEDESTAL IN PLANTER 6 7 5 15 1 15 2 6 7 = _ _ = I 15 15 TS5 R5 Hunter Ill 1" Turf Rotor 14 BED AS SHOWN. CONNECT 120 VOLT AS REQUIRED. ALL ABOVE GRADE WIRES z Q Q ' 15 D16 1%a" 1" 15 2 R6 Hunter ICV-G 1" Turf Rotor 16 SHALL BE LOCATED IN APPROPRIATELY SIZED CONDUIT(2"MINIMUM). IRRIGATION J - 1 1" R7 Hunter Ill 1" Turf Spray 14 CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED rAiii 1i1 1" io.2 R8 Hunter ICV-G 1" Turf Rotor 15 ELECTRICAL CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION J W 15 D17 6 7 15 15 R9 Hunter ICV-G 1-1/2" Turf Rotor 21 CONTRACTOR SHALL ENSURE ALL CONTROLLER OPTIONS AND ZONES ARE FULLY z Q U) 15 1X g R10 Hunter ICV-G 1" Turf Rotor 3 OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE O 0� p OWNER APPROVED. REVISE LOCATION AS REQUIRED. W m L2 6 R11 Hunter ICV-G 1 Turf Rotor 12 U 0 1" I R12 Hunter Ill 1" Turf Rotor 18.5 Z W gp I I „ 4. EXTEND EXTRA WIRES TO THIS POINT. COIL APPROXIMATELY 24"LENGTH OF 15 15 R13 Hunter Ill 1 Turf Rotor 9.75 � LL 1Ya" IIX" 15 EXTRA WIRES IN SEPARATE VALVE BOX AT THIS LOCATION. III 2" J R14 Hunter Ill 1" Turf Rotor 5 W M 1 15 1�4" 4" 2" D18 R15 Hunter Ill 1" Turf Rotor 20.5 5. ROUTE 2 WIRE BRANCH(IN 1"PE CONDUIT)AND RUN TO NEW REMOTE CONTROL � 3( R16 Hunter ICV-G 1" Turf Rotor 12.75 VALVES. LOCATE ICD DECODERS AND GROUND RODS AS NECESSARY. LUN 15 15 R17 Hunter Ill 1" Turf Rotor 19.5 Ln J 15/a 1X"" TS48 I I4 2 15 15 R18 Hunter ICV-G 1" Turf RotorPr 18 6. INSTALL'HUNTER'POLYFLEX RISER AT END OF DRIPZONE LINE TO ENSURE PROPER M R19 Hunter ICV-G 1" Turf Rotor 15.75 FUNCTIONALITY. NOZZLE WITH(TS T-Q). 1ya" 1 15 2 I I 2„ R20 Hunter ICV-G 1" Turf Rotor 10 W TS49 I TS1 Hunter Ill 1" Turf Spray 17.28 7. INSTALL MANUAL FLUSH VALVES AT END OF DRIP ZONE LINE FOR MAINTENANCE W 1 6 7 15 15 TS2 Hunter Ill 1" Turf Spray 15.2 PURPOSES. `o T 2❑ 1" 15.2 1/4„ © TS6 TS3 Hunter Ill 1" Turf Spray 15.2 ri y 1 15 TS4 Hunter Ill 1" Turf Spray 15.2 8. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE MAINLINE IS SHOWN IN Q UJ TS5 Hunter Ill 1" Turf Spray 15.2 ASPHALT,CONCRETE HARDSCAPE AREAS OR OFFSITE, IT SHALL BE LOCATED IN 6 0 I W 6 7 6 7 15 TS6 Hunter ICV-G 1" ADJACENT LANDSCAPE AREAS ONSITE.Turf Spray 15.2 EL m 2" 1X" 15 TS7 Hunter ICV-G 1" Turf Spray 15.2 15 I I I I TS8 Hunter ICV-G 1" Turf Spray 5.32 �I ^^ W TS9 Hunter ICV-G 1" Turf Spray 16.63 U) 12 I I I 15 I 15 TS10 Hunter ICV-G 1" Turf Spray 13.51 W I 2" TS11 Hunter Ill 1" Turf Spray 21.23 p Uj O 1 I I TS12 Hunter Ill 1" Turf Spray 13.08 Q z 12 12 , I TS13 Hunter Ill 1" Turf Spray 13.08 N O 1�4" Z III 15 15 TS14 Hunter Ill 1" Turf Spray 19.71 > TS50 J 4" iI2" 15 1 15 $ D4 TS15 Hunter ICV-G 1" Turf Spray 19.12 W w TS51 $ 1" 11.5 TS16 Hunter ICV-G 1-1/2" Turf Spray 20.11 w � 1 1„ 15 I I so 1%a" 1 9"2 O TS17 Hunter ICV-G 1-1/2" Turf Spray 21.31 -- 8 I I 2�� TS7 T- TS18 Hunter ICV-G 1" Turf Spray 2.42 15 I 15 1" 15 2 TS19 Hunter ICV-G 1" Turf Spray 18.75 2 a - 6 TS20 Hunter ICV-G 1" Turf Spray 18.89 10 10 I i 1%a" TS21 Hunter Ill 1" Turf Spray 2.88 4' D19 - - - - TS22 Hunter Ill ill Turf 15 15 TS23 Hunter Ill 1 Turf Spray " 12.87 1 1" 7.13Woe6 7 15 15 TS24 Hunter Ill 1" Turf Spray 19.35 TS25 Hunter Ill 1-1/2" Turf Spray 20.54 TS26 Hunter Ill 1" Turf Spray 18.68 Hunter ICV-G 1" Turf Spray 18.68 2" \ -�2" 2" _ 6 7 / 2" 15 15 TS28 Hunter Ill 1-1/2" Turf Spray 20.45 o a a a / ❑ TS29 Hunter ICV-G 1-1/2" Turf Spray 20.45 TS30 Hunter ICV-G 1-1/2" Turf Spray 18.33 o - o LU 6 7 _ _ _ _ - TS31 Hunter Ill 1 Turf Spray 20.04 o LU W > 1 \\\\ �� 8 - 8- 8 8 $ 15 17 15 I 15 TS32 Hunter ICV-G 1" Turf Spray 21.45 O AREA _ O Q 9 w a 17 17 TS33 Hunter Ill 1" Turf Spray 20.19 0 < w LU a 1 0 0 C Q a a /1"I ® TS34 Hunter Ill 1" Turf Spray 12.3 \ FOUR TS35 Hunter Ill 1" Turf Spray 20.46 - \ TS36 Hunter Ill 1" Turf Spray 18.71 TS37 Hunter Ill 1" Turf Spray 8.81 1%a" TS9 TS38 Hunter ICV-G 1" Turf Spray 11.29 15 I TS39 Hunter ICV-G 1" Turf Spray 15.24 I f I 4 15 2�� / 7 9 1" 16.6 TS40 Hunter Ill 1" Turf Spray 18.18 w TS41 Hunter Ill 1" Turf Spray 15.2 1 � � ;7TS42 Hunter ICV-G 1" Turf Spray 15.2 - - - - - - - - �/ 15 17 10 TS10 TS43 Hunter Ill 1" Turf Spray 15.2 KEY MAP z - - 2 _ 17 1/4 411 g 10 15 L " - - 1�a" 1" 13.5 TS44 Hunter ICV-G 1" Turf Spray 15.2 17 - 17 - 17 IR 8 - - - - - - - TS45 Hunter ICV-G 1" Turf Spray 15.2 SCALE : 1 " - 200,-0" z O TS46 Hunter Ill 1" Turf Spray 15.2 O (n 94 1%4" 0 8 O 6 7 7 17 TS47 Hunter ICV-G 1" Turf Spray 15.2 TS15 1 ® 5 6 L2.6 TS48 Hunter ICV-G 1" Turf Spray 15.2 z 1" 19.1 I TS49 Hunter ICV-G 1" Turf Spray 15.2 12 7 6 I TS50 Hunter Ill 1" Turf Spray 11.45 00 I TS14 5 L2.6 5 TS51 Hunter Ill 1" Turf Spray 15.84 z 17 1Y4" L2.6 1" 19.7 17 z 12 1 W U) 17 J 12 12 12 12 1 12 12 12 1 12 12 1 _ 1�4" Te� 5 1�4"17 17 7 12 1212 12 12 12 12 12 12 12 12 12 - 12 �12 12 12 1 1�-�1)14L'l 12 W + W 5 TS13 D5 17 4 TS12 11 1� TS11 + 1" 13.1 1" 3.27 3 CRF-F-W F6L2.7 IRRIGATION PLAN - AREA FOUR SHEET NO: L2.4 20 0 20 40 60 SCALE: 111=20'-0" DATE: 04/10/23 PAGE NO: 50F8 IRRIGATION SCHEDULE IRRIGATION SCHEDULE 0 SYMBOL MANUFACTURE W �R/MODEL/DESCRIPTION QTY SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PX ire Bundle as indicatedor future use ¢ CDz o ¢ Z Hunter PROS-04-CV-R short radius nozzles CW CX Spare control wire bundle for future use in junction box. P=pilot 1 Q U O O ZD e 0 0 4 0 4 Turf Spray, 4" Pop-Up. With Drain Check Valve, and Reclaimed 18 wires, C=common wires bundled. Coil wires in valve box, and z a x U 20 2H 40 4H 60 6H Purple Body Cap. Co-molded wiper seal with UV Resistant run continuous wire back to controller. Label each wire with a Q z a o Z (D Material. plastic I.D. tag at the wire bundle and at the controller. a IIY POC RODNEY EVANS + PARTNERS a + + + + w Hunter PROS-04-CV-R 5' radius Point of Connection 1 24"SLACK WIRE ROLLED NEATLY, reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 USE 3M DBY WATER PROOF WIRE i O Q 0 Turf Spray, 4" Pop-Up. With Drain Check Valve, and Reclaimed 20 Irrigation Lateral Line: PVC Schedule 40. Size as indicated on CONNECTORS LU Q H F Purple Body Ca Co-molded wiper seal with UV Resistant 12 473.8 I.f. p y p• p plans. o000000000000 Material. _ _ Irrigation Lateral Line: Polyethylene Pipe SDR-7 . Size as ID TAG,6,491.4 I.f. APPROVED I EQUAL BIRD ID SERIES OR 000°°' P� OF �qy°000 Hunter PROS 04 CV R 8 radius indicated on plans. 000 ° a 0 e0 Q Turf Spray, 4" Pop-Up. With Drain Check Valve, and Reclaimed 78 Irrigation Mainline: PVC Schedule 40. Size as indicated on plans. 3,208.6 I.f. RECTANGULAR HEAVY DUTY Q K"ww,5 /\ Q T H F Purple Body Cap. Co-molded wiper seal with UV Resistant PLASTIC VALVE BOX WITH LOCKING Call before you dig. Material. _ _ _ _ _ _ _ - Pipe Sleeve: PVC Class 200 SDR 21 2 390.8 I.f. LID,AS SPECIFIED o_ �/�2i3� �� CALL 2 BUSINESS DAYS p , p� �O IN ADVANCE BEFORE 0 �00 YOU DIG,GRADE,OR FINISH GRADE °oF� EXCAVATE FOR THE MARKING OF Hunter PROS-04-CV-R 10• radius o 10 10 10 10 Turf Spray, 4" Pop-Up. With Drain Check Valve, and Reclaimed 61 valve Callout = -III ? -III-III-III- REMOTE CONTROL VALVE AS o°OO°°o�000000°° MEMBER UTILITIES Q T H F Purple Body Cap. Co-molded wiper seal with UV Resistant # Valve Number 11 SPECIFIED Material. #" I Valve Flow - -III- FILTER FABRIC BARRIER Hunter PROS-04-CV-R 12' radius CLASS 200 PVC -1 I 12 12 12 12 12 12 Turf Spray, 4" Pop-Up. With Drain Check Valve, and Reclaimed 120 Valve Size LATERAL(12" IN. = = = VALVE BOX EXTENSION AS Q T H TT TO F Purple Body Cap. Co-molded wiper seal with UV Resistant BURY) - REQUIRED J co Material. - J *k UNIONPAVING BRICK(1 OF 4) - Hunter PROS,04-CV-R 15' radius o 0 0 0 0 0 0 0 IIII M III=111_I — 15 15 15 15 15 15 Turf Spray, 4 Pop-Up. With Drain Check Valve, and Reclaimed 251 - � O Q T H TT TO F Purple Body Cap. Co-molded wiper seal with UV Resistant o 00 00 00 00 00 00 O w Material. 10"ROUND VALVE BOX � ffl 6"DEEP PEA GRAVEL SUMP z f 6"ADS LENGTH AS REQUIRED UI O Hunter PROS-04-CV-R 17' radius U)17 17 Turf Spray, 4" I,Pop-Up. With Drain Check Valve, and Reclaimed 64 11 X 17"VALVE BOX AS GASKETED END VALVE FOR DIRECT M Q Purple Body Cap. Co-molded wiper seal with UV Resistant / / / / / / SPECIFIED _ - - - = N MAINLINE CONNECTION GATE VALVE IS z > M Material. 1' HARCO SCH 40 PVC GASKETED SIZED THE SAME AS THE MAINLINE IN I- Q 0_ 8"ADS 11 I Hunter PROS-04-CV-R adjustable arc - 1� SERVICE TEE OR APPROVED EQUAL WHICH IT IS INSTALLED J � LEEMCO'LV SERIES' III, ,III III- OR ROMAC 202N PIPE SADDLE OR w 10 12 017® G G Turf Spray, 4" Pop-Up. With Drain Check Valve, and Reclaimed 47 TAPE AND BUNDLE APPROVED EQUAL PVC MAINLINE 0 J (n ANGLE VALE SIZE AS Z Q — Purple Body Cap. Co-molded wiper seal with UV Resistant REQUIRED CONTROL WIRE AT 10'-0" 0� O Material. O.C. INTERVALS ALONG 24 VOLT COMMON AND CONTROL MAIN LINE WIRE TO VALVE FLOW U 0 m SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Z SCHEDULE 40 PVC MAIN Z UJ LINE, PER PLANS MAINLINE AS SPECIFIED Hunter 1-20-04-R. Nozzle as indicated on plans. (24"MIN. BURY) W 1© O 0Turf Rotor, 4" Pop-Up. Adjustable and Full Circle. Plastic Riser. 27 N Drain Check Valve. Standard Nozzle. With Reclaimed Water - ti REMOTE CONTROL VALVE TAPE AND BUNDLE CONTROLLU Purple ID. p Pur WIRE AT 10' 0"INTERVALS ALONG 6' DEEP PEA GRAVEL SUMP NOT TO SCALE - 8.. MAINLINE M 0.5 0.75 1.0 1.5 2.0 3.0 Hunter I-20-04-SR-R. Nozzle as indicated on plans. a 000000 REBAR ANCHORS Turf Rotor, 4.0" Pop-Up. Adjustable and Full Circle. Plastic Riser. 139 CONCRETE THRUST BLOCK WITH " Drain Check Valve. Short Radius Nozzle. With Reclaimed Water �I a -.. e Purple ID Cover. LEEMCO'LTS SERIES' -"' c� I w 0 O SYMBOL MANUFACTURER MODEL DESCRIPTION QTY SADDLE TAP OR 3/4"DISC FILTER c-) I-- � APPROVED EQUAL.SIZE co Netafim LVCZS8010075-HF 1" +yo yp o� AS REQUIRED TO 3/4"SCH 80 UNION 112""X 18"VALVE ISOLATION VALVE 0 ® o 0 o CONNECT TO 6 [L >- Pre-Assembled Control Zone Kit, with 1 Series 80 Control Valve, 19 ,0.�� ,.0�� 0 PRESSURIZED MAINLINE REMOTE CONTROL NOT TO SCALE J pp 3/4" Disc Filter, and High Flow Pressure Regulator 4.5GPM to �o �0000 VALVE 3/4"PRv Q 17.6GPM. w PRESSURE IRRIGATION U) Area to Receive Dripline . z w Netafim TLHCVXR-053-18-NP MAINLINE. M VALVE FINISH GRADE i� - 3/4"SCH 80 UNION MARKER 0 Techline HCVXR Pressure Compensating Landscape Dripline 35,642 I.f. CLASS 200 P.V.C. z CLASS 160 P.V.C. Q O with Check Valve and Anti-Siphon feature. For Reclaimed Water MAINLINE LATERAL LINEUVIM N only. 0.53 GPH emitters at 18" O.C. Dripline laterals spaced at 18" > apart, with emitters offset for triangular pattern. 17mm. -III-III-III-III- -III-III-III- _ FLU IIII w FINISH GRADE II IIII z 4"P.V.C. SLEEVELu SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY —III—III—III—III—III—III—III—III—III_1 _ III III III III III III III III III— _ _ I III Hunter ICV-G 1-1/2" IIII IIII U -1 III II II II 11 III III III - z M x F LP.s =I II IIII N Q 1119 1-1/2 , 2", and 3 Plastic Electric Remote Control Valves, Globe 8 1 - N g SCH.40 = NIBCO 1"BRASS BALL COUPLING Configuration, with NPT Threaded Inlet/Outlet,for FITTINGS - 1 DRAIN VALVE WITH"T" Commercial/Municipal Use. o 0 0 r 0 0 0 0 0 0 0 0 0 0 0 III III o o o 0 0 0 0 o o o o o — HANDLE ED LO Z Hunter ICV-G 1" P O I N T OF CONNECTION -III- o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - h C.F. MIN. 00K 1 O APPROVED EQUAL II II II NOT TO SCALE IIII III III= o� o� ��I III I III III 1 , 1-1/2 , 2", and 3 Plastic Electric Remote Control Valves, Globe 63 (SADDLE TAP) = = = = LOW POINT IN Configuration, with NPT Threaded Inlet/Outlet,for —III 1 g - - - - - - - - - - - - - - - MAINLINE, SIZE PER Commercial/Municipal Use. BRICK SUPPORT(1 III III III III III III III III III III III III III III I' 11 PLANS C)EA.CORNER) -III-III-III-III-III-III-III-III-III-III-III-III-III- 1 =III o0 00 0 00 00 0co Nibco T-113-K 2" III III III III III III III III III III III III I' - _ SCH.80 NIPPLE CD a a a ® Class 125 bronze gate Manual Control Valve with cross handle, 10 IRRIGATION CONTROLLER AS 1 CU. FT. PEA - 1 - - -III- " = o0 00 00 00 00 0o cN J J J J GRAVEL SUMP same size as mainline pipe diameter at valve location. Size SPECIFIED-MOUNT IN = -1 o0 00 00 00 00 00 0 STAINLESS STEEL ENCLOSURE o w g FILTER FABRIC z z z Range - 1 -3 BY STRONG BOX PRODUCT - _ _ _ Y O #SB-16SS OR APPROVED EQUAL. =1 - HQ-5LRC-R 1 II l lI l 1 IIII IIII 11 IIII- a � o U 0- Hunter 0 Quick coupler valve, purple locking rubber cover for reclaimed 4 REMOTE CONTROL VALVE NOTE: water use, red brass and stainless steel, with 1" NPT inlet, 1-piece 4 NOT TO SCALE 1. DRAIN LINES MAY BE DIRECTED TO THE SITE DRAINAGE SYSTEM body. WITH 3/4" FILTER (DRIPZONE) WHERE APPLICABLE. REFER TO PLANS FOR MORE INFORMATION. QA 'HUNTER' AVR-07 AIR RELIEF VALVE 1 SIZE TO MATCH MAINLINE 12"ROUND VALVE BOX MANUAL DRAIN VALVE QD Manual Drain Valve 1 QUICK COUPLER VALVE WITH 7 NOT TO SCALE See Detail COVER w Baseline BL-3200P _ _ _ _ z © Two-wire controller in 16-gauge stainless-steel pedestal 1FINISH GRADE z O enclosure, expandable up to 200 Stations. CONCRETE PAD: 6-INCH MINIMUM - - - - _111 111 111 0 � ® \Baseline BL-5201 27 THICKNESS FILTER FABRIC BARRIER 0 Single station direct burial biCoder FINISH GRADE z o0 000 00 0 00 00 00 0o LASCO BRASS STABILIZER z / -III-III O ® Baseline BL-5201 PR 1 - 6"DEEP PEA GRAVEL M Direct burial pump start/relay switching biCoder 00 00 00 00 00 00 00 0o z u..l Baseline BL-5202 16 00 00 00 00 0 00 0 00 SCHEDULE 80 NIPPLE Z '^ D PVC SCH 40 CONDUIT, FITTINGS AND vJ Two station direct burial biCoder w SWEEP ELL III -III-III-III-III- - III-III-III-III- = MAINLINE(24"DEEP MIN.) J ® Baseline BL-5204 7 WIRES TO REMOTE CONTROL - Four station direct burial biCoder VALVES Baseline BL-5311 90°STREET ELLS sons Includes commercial biSensor with installation guide, 50 foot 1 SCHEDULE 80 NIPPLE connection wires plus DBR/Y-6 connectors (two-wire side only) 1 INCH PVC SCH 40 CONDUIT, 90°STREET ELLS 1 111 and wire nuts. ® FITTINGS AND SWEEP ELL TO TO SCHEDULE 40 Baseline BL-LA01 1 POWER SUPPLY FITTINGS SHEET Baseline two-wire surge arrestor Precision Pumping Systems Atlas-S STAINLESS STEEL QUICK COUPLER VALVE L2.5 Precision Pumping Systems Atlas-S Series. Fully enclosed self NOT TO SCALE 5 © contained submersible turbine pump station with flow rates from 1 PEDESTAL CONTROLLER NOT TO SCALE DATE: 20 GPM up to 200 GPM and pressures up to 130 PSI boost. 04/10/23 GPM: PSI: Voltage: Phase: PAGE NO: - 6OF8 o � w J w ZD Alh I/ARh19qIL-- XI/Aqw/ llffoT: P4� U0 ZD FINISH GRADE = = INSTALL 1/4"ABOVE GRADE AND A MINIMUM OF 4"OFF WALKS AND CURBS Z x DC IIII RODNEY EVANS +PARTNERS a . . . .+ LU Z = = reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 11 POP-UP SPRAY HEAD LJJ N -1II111IIII,III, III 1/2"MARLEX STREET ELLS o0 o o pppp00000000 0 90°ELL SPIRAL BARB FINISH GRADE x0 E OF /� 000o, ,. ;.�..•. ,\ qy o0 PREND FITTINGS LINEAR LOW DENSITY POLYETHYLENE .�_,• c �. /(r�� O oo� 811 . SWING PIPE(12" LONG MIN., 18" LONG a SCHEDULE40PVC MAX) - Kn wnar5below. LATERAL LINE Techline COMBINATION TEE Z -III III- MULCH Call before you dig. (MIN. 12"DEEP) Q o� �166 U' MODEL TL075FTEE YOU DIG GRADE,OR CALL 2 BUSINESS DAYS J FINISH GRADE �pIO IN ADVANCE BEFORE �0 EXCAVATE FOR THE I III I II I IIIII 11i1 SCHEDULE 40 FITTINGS � 000 o° Techline TUBING LLI IN-LINE EMITTER DRIP TUBING o�OOoo a�oopopoppo�000 MEMBER U OMARKING OF LIT ES ECO INDICATOR- SPRAY HEAD POP—UP SPRINKLER HUNTER MODEL: OPERIND 1 NOT TO SCALE z Q U• J , o_ J • w w 11-111-1I1 -lI lIl-11 1 3/4"MIN. D 1-111-111-1 111-1 1—lIl TRIPLE SWING JOINT O LLB -11 -11 -11 -1II 11 1 LENGTH AS REQUIRED =1 =1 =1 III-III LO -IIh=IIh=IIh 11=111=1O III-III-I 1 i111-' FINISH GRADE (D M L1111111I111111 ROTOR POP-UP SPRINKLER z co � Q 11 PREFABRICATED 1"SWING JOINT AS > LJJ MANUFACTURED BY LASCO OR APPROVED PVC TEE(SxSxT) —I— OR 90°(SXT) II-III EQUAL NOTE: z Q U) =111=11 E C O I N D I C AT O R -III- EACH CONNECTION IS CAPABLE OF MAX 10 GPM PVC OR POLY PIPING Q O 0� Q -lI1-lI1 V NOT TO SCALE U Uj m III-III-II 0 'I�I111I�=I TECHLINE START CONNECTION � LL —I—I— NOT TO SCALE Uj (f� -III—III—III Ik/\I'Al /I i1vi/V1 I AIAIN\11�1 um�i,/I uvl/�l IUVIM C0 r,- I -III-1II-11 -_ =III=III=III=III=III=_= FINISH GRADE LU' N OF MULCH M Lo rn FINISH GRADE d J w Q N _ z X =W = FINDERS TAPE —III—III—III—III—III- PVC SCH 40 TEE OR ELL (9"DEEP) -111111111111111111111,1 � W2iW - N w SCHEDULE 40 PVC LATERAL LINE co m I— (MIN. 18"DEEP) N LATERAL LINE (MIN. 12"DEEP) co SAND OR ROCK FREE a- >- SOIL AROUND ALL PIPE J m ROTOR POP—UP SPRINKLER T 2 MAINLINE LU NOT TO SCALE (24"DEEP MIN.) U) Techline LATERAL SPACING PER PLANS uJ TAPE AND BUNDLE 10� TOPSOIL AND AMENDMENTS AS CONTROL WIRE AT 1U-0" z FINISH GRADE SPECIFIED -11 11 O.C. INTERVALS ALONG N O MAIN LINE cn 11=1I1-1I II- . w w TECHLINE S U B G R A D E INSTALLATION —111-111- =111= > LINE FLUSHING I=I=I=— —I=II. LLI VALVE#TLSOV w PLANTER BEDS A N D T R E E RINGS NOT T°SCALE =111-111F- — — — — — =111=111; 1=III-III-III-III- 1 -, 1-III-III-III-III-III- o 11�=1I11=1I11=1I11=1I11=1 I I=1I11=1I11=1I11= I I- T- ° ° ��I-I 11-111=111-1I1-1I1-1I1-111-1 I I U VALVE BOX III— SEE SPECS e . I I TRENCH SECTION Lo ° g NOT TO SCALE O T-J 7 17 77��0� TECHLINE MANUAL FLUSH VALVE �O Oo0 Oo0 Oo0 O 17MM TUBING PLUMBED TO Techline®HCVXR REFER TO START CONNECTION 00 /-) 0O O Techline®HCVXR DRIPLINE DETAIL. o CN d d d d RECTANGULAR HEAVY DUTY o �w 0 0 PLASTIC VALVE BOX WITH LOCKING (THREE) O O LID,AS SPECIFIED b z Ji Y O BRICK SUPPORTS I � o FINISH GRADE O Q in w a Of 10� w = a a U Q I 3/4"GRAVEL SUMP (1 CUBIC FOOT) a-o OV o 00 I 1"AIR&VACUUM VALVE ASSEMBLY I � 0 O 0 O 0 O i Z ARI D-040-C OR EQUAL. OO OO OO OO OO MF _LO o0 00 00 oOJ —IIII NO. 5 REBAR OR 1"SCH.40 STEEL - -III— PIPE,WITH (2)STAINLESS STEEL III—III—III—III— EGEAR QUAL.LAMPS OR APPROVED -III-III-III-III-I I 3 MAN UAL LINE FLUSHING VALVE i �i111111=111'1I1"1I1"1I1 z NOT TO SCALE -1I1-1I1-1I1-1I1-1I1 Z PLUMBED TO TUBING �IIII1111111�11111�11111�11111 1°scH.soNIPPLE _ O —1-1—Ill—III— 1"BALL VALVE O -1I1-1I1-1I1-1I1-1I1 � C/) 6" ROUND VALVE BOX = - - — - RVALVE EQUIRED EXTENSION AS 7 > �I-III-III-III-III _ L Q FINISH GRADE SEE DRIP NOTES AREA PERIMETER — -1 F1 III— -I I I-I I I-I I I FOR ROW SPACING LOW VOLUME CONTROL ZONE _ _ PAVING BRICK(1 OF 4) _ _ _ _ II-III-IIl-I1 7 m AIR/VACUUM RELIEF = _ _ KIT-REMOTE CONTROL VALVE, O -111-111-111 _ Z _ _= _ z —l—�— PERIMETER LATERALS VALVE -- — r� — —I— FILTER AND PRESSURE �—III—I—III- 1"SCH.80 NIPPLE Z -1 1=1I1=11 111-111= 2"TO 4"FROM EDGE REGULATOR. 11=III-III— �/ — — I vJ 3/4"M x 1/2"F REDUCTION _ —I—� NOTE: FILTER FABRIC BARRIER = =I=I=I= = Lu I— — — REDUCER/ADAPTER AS REQUIRED BUSHING II 1I1=1I1- 1-IIl-IIl-III-III J 1. CENTER FEED LITE LAYOUTS ALLOW 2X MAX TUBING 1"MIN PVC/POLY TUBING TO DRIPLINE TUBING LENGTH OF STANDARD LAYOUTS. CONNECTION; SIZE AS 6"DEEP PEA GRAVEL SUMP 2. PLACE SOIL STAPLE EVERY T-5'PLUS TWO ON EACH TEE, INDICATED ON PLANS. — - - —� 3/4"CRUSHED GRAVEL III=III= o 0 00 0 0 I— IF ELBOW OR CROSS. — — — - NOTE: —� 3. BELOW ARE MAX LINE DISTANCE FOR CENTER FEED LITE HARCO SCH 40 PVC - - - - SUMP -III= — — III- LAYOUT @ 30 PSI INLET; REFER TO FULL CHART FOR GASKETED SERVICE TEE OR 51=III—I 1—I 1.- 1. AIR AND VACUUM RELEASE TO BE _ —I—I— — — APPROVED EQUAL OR ROMAC _ _ _ BRICK SUPPORTS —I— III—III—III—III— =— 1 - ALTERNATE PRESSURES: — —III—III—III— PLACED ON HIGHEST MAINLINE TI—I III-III—III—III—III—III-1 202N PIPE SADDLE OR I—III— — - POINT. FIELD ADJUST AS —I 1 I 1 1=1 .33 @ 12"o.c. = 327' 53 @ 12"o.c. = 240' APPROVED EQUAL - -I—I—� DRIPLINE 180 2-WAY .33 @ 18"o.c. = 464' .53 @ 18"o.c. = 341' I—III— —III REQUIRED. ADAPTER TEE -III- THRUST BLOCK PER DETAIL = — —III— SHEET NO: — =1iIIl L2.6 AIR / VACUUM RELIEF VALVE TYPICAL TECHLINE LAYOUT AIR RELIEF VALVE 4 NOT TO SCALE 7 NOT TO SCALE g NOT TO SCALE DATE: 04/10/23 PAGE NO: 7OF8 w z L7 0 W ZD ZD WWQ � � p O zax� U DC � � Qati RODNEY EVANS + PARTNERS a . . . . w reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702 LU �B F 00 ?REND y/�� `' �n /i. moo. \�� • Knowvuws SOW. /\ Call before you dig. C NLA2 BUSINESS DVANCE B FORES YOU DIG,GRADE,OR MARKING OF EXCAVATE FOR THE —III—III—III I- FINISH GRADE °OOoo NDSCAP�oo°° UNDERGROUND �OQpp�Op�� MEMBER UTILITIES =III—III— VALVE BOX 3M ULG CONNECTORS (SPLICE ALL WIRE II — PAIRS) J C'7 J _I PREFORMED SUPER SERVISEAL WATERPROOF WIRE SPLICE KIT M O BRICK 1 2 13 Z 14 � � LO 0 o PE-89 SHIELDED CABLE. LEAVE 24"SLACK (D M WIRE ROLLED NEATLY z > pD FILTER FABRIC BARRIER Q 0 4 12"Wire Bury or 6 15 J 6"DEEP PEA GRAVEL SUMP 12 per O D w O NEC - WIRE SPLICE o w o 1 NOT TO SCALE U CD 0 5 7 �z/ w o�v o� LL C _ 10 FINISHED GRADE w 4"x 96"GROUNDING PLATE BL-LA01 BASELINE >w N 8 9 8 LIGHTNING > (Lyj ARRESTOR 6 AWG SOLID BARE COPPER WIRE 11 11 RECTANGULAR LEGEND: STANDARD OR CONTROLLER JUMBO VALVE BOX AS co 1. FINISHED GRADE 11. MAINLINE-STRAIGHT PIPE- 10 PIPE DIAMETERS UPSTREAM&5 PIPE LAWN OR SURFACE c� uJ 2. JUMBO VALVE BOX AND LID DIAMETERS DOWNSTREAM TREATMENT REQUIRED , Lu L3. 45 DEGREE ELL TO REQUIRED PIPE DEPTH 12. MAINLINE-SIZE FOR FLOW PER PLANS AND SPECIFICATIONS-MATCH 0 4. BL-5201 MV MASTER VALVE BICODER FLOW METER biCODER 5. MASTER VALVE AS SPECIFIED 13. WATERPROOF WIRE CONNECTIONS WITH DBR/Y OR EQUAL(TYP.) 6"ROUND JUNCTION 6. BL-5308 FLOW BICODER 14. REFER TO MFG'S INSTRUCTIONS FOR METER SPECIFIC INSTRUCTION. BOX _j 00 7. FLOW METER 15. RED TO RED AND BLK TO BLK ENCAPSULATED IN WATER PROOF SPLICE RED TO RED AND 8. GRANULAR MATERIAL FOR DRAINAGE-2"MINIMUM DEPTH CAP.DBR/Y OR EQUAL. BLK TO BLK 0 LU 9. TWO-WIRE SIZE AND COLOR PER PLANS 8 FT. MIN. SEPARATION FROM OTHER EQUIPMENT IN WATER PROOF U) 10. SUPPORT BLOCK AT CORNERS OF EACH VALVE BOX-TYPICAL OF 4 PER SPLICE CAP. DBR/Y LU VALVE BOX OR EQ. A46 82mmummAm JAMMU glum 0 � TOP VIEW �o. BASELINE BL-5308 FLOW BICODER & #8 AWG SOLID BARE11 Oil N ° 3 BL5201 MV MASTER VALVE BICODER NOT TO SCALE CU w W WIRE OR PER LOCAL } REMOTE CONTROL CODE �W W m z VALVE PAVING BRICK- W of FINISHED GRADE 3 T_ 2 REQUIRED 1r PAVING CONTROLLER N o TYPICAL EACH U Q SURGE ARRESTORS CORNER(4 PLASTIC SWEEP ELL(1 1/2" ou oo f ��oU oU o� o REQUIRED) Z OF LARGER) �� LO CONCRETE PAD RECTANGULAR STANDARD OR PEA GRAVEL SUMP CADWELD GT1161G LAWN OR SURFACE JUMBO VALVE BOX AS 2"MINUMUM DEPTH "ONE-SHOT"W/IGNITER TREATMENT REQUIRED TWO-WIRE-GUAGE o BASELINE BICODER 8'GROUNDING ROD AS PER PLAN CD 11 11 11 INSTALL PER CODE N J J J J 6"ROUND JUNCTION — BOX PRESSURE LINE-SIZE _ RED TO RED AND PER PLAN inLu aQ BLK TO BLK LATERAL LINE PER O Z w �Z PLANS U Z 8 FT. MIN. SEPARATION FROM OTHER EQUIPMENT 6"DEEP PEA GRAVEL - IN WATER PROOF SPLICE CAP. DBR/Y NOTE: SUMPLu o 0 0 Q p OR EQ. 1. WATERPROOF CONNECTORS 3M DBR/Y OR EQUAL TO BE INSTALLED IN VERTICLE POSITION AS SHOWN. NOTES: MUM mum 2. THIS BOX MAYBE A VALVE BOX OR A ROUND BOX. IF A VALVE BOX WITH VALVE, CONNECT BICODER FOR VALVES TO TWO-WIRE AND WIRE FROM BL-LA01 GROUND RODS SHALL HAVE A MIN. DIA. OF 5/8"AND A LENGTH #8 AWG SOLID BARE A�� OF 10'. THE COPPER GROUNDING PLATES SHALL BE MADE CU LIGHTNING ARRESTOR ACCORDING TO THE MINIMUM REQUIREMENTS OF SECTION 250 WIRE OR PER LOCAL OF THE NEC THEY ARE TO BE MADE OF COPPER ALLOY a CODE v REMOTE CONTROL NOT TO SCALE INTENDED FOR THE APPLICATION AND THE PLATE SHALL 5 m Z VALVE 4"x 96"GROUNDING PLATE MEASURE 4"x96"x.0625". A 25 CONTINUOUS LENGTH OF 4 AWG w x PAVING BRICK BARE COPPER WIRE SHALL BE PROVIDED WITH THE PLATE 2 REQUIRED 3w ASSEMBLY AND SHALL BE ATTACHED TO THE PLATE USING AN CONCRETE MIXTURE N 0 PAVING BRICK- z APPROVED WELDING PROCESS. THIS WIRE IS TO BE TYPICAL EACH CONNECTED TO AND THROUGH THE TOP OF THE GROUND ROD CORNER(4 _ p 6 AWG SOLID BARE COPPER O v, USING A CADWELD GT1161G "ONE-SHOT"WELDING KIT. THE WIRE REQUIRED) �^ o 0 of �U o�o�o� U o GROUND PLATE SHALL BE INSTALLED TO A MINIMUM DEPTH OF 30", OR BELOW THE FROST LINE IF IT IS BELOW 30". THE 5/8"x 10'COPPER CLAD POWERSET EARTH GROUNDING MATERIAL SHALL BE SPREAD GROUND ROD PEA GRAVEL SUMP 7 SO THAT IT SURROUNDS THE COPPER PLATE EVENLY ALONG 2"MINUMUM DEPTH 7 Q ITS LENGTH WITHIN A 6"WIDE TRENCH. THE p EARTH-TO-GROUND RESISTANCE OF THIS CIRCUIT SHALL BE SOLDER SHALL NOT BE ALLOWED TO MAKE CONNECTIONS. TWO WIRE-GAUGE W MEASURED USING A MEGGER OR OTHER SIMILAR INSTRUMENT, THE WIRES ARE TO BE INSTALLED IN AS STRAIGHT OF A LINE 8'GROUNDING ROD AS PER PLAN AND THE READING SHALL BE NO MORE THAN 10 OHMS. IF THE AS POSSIBLE,AND IF IT IS NECESSARY TO MAKE A TURN OR A INSTALL PER CODE 7 Ji1 RESISTANCE IS MORE THAN 10 OHMS,THEN ADDITIONAL BEND IT SHALL BE DONE IN A SWEEPING CURVE RATHER THAN GROUND PLATES AND POWERSET SHALL BE INSTALLED IN THE A SHARP BEND. MECHANICAL CLAMPS SHALL BE PERMITTED PRESSURE LINE-SIZE w DIRECTION OF THE IRRIGATION AREA. TO PREVENT THE TEMPORARILY DURING THE RESISTANCE TEST PROCESS, BUT LATERAL LINE PER PER PLAN J ELECTRODE-DISCHARGED ENERGY FROM RE-ENTERING THE SHALL BE REPLACED WITH CADWELD"ONE-SHOT" KITS PLANS UNDERGROUND WIRES AND CABLES,ALL ELECTRODES SHALL IMMEDIATELY THEREAFTER. IT IS RECOMMENDED THAT THE 6"DEEP PEA GRAVEL BE INSTALLED AWAY FROM SAID WIRES AND CABLES. THE SOIL SURROUNDING ALL THE COPPER ELECTRODES BE KEPT NOTE: SUMP SPACING BETWEEN ANY TWO ELECTRODES SHALL BE 16 TO 20 AT A MINIMUM MOISTURE LEVEL OF 15%.THE USE OF SALTS, FEET SO THAT THEY DON'T COMPETE FOR THE SAME SOIL.ALL FERTILIZERS,AND OTHER CHEMICALS SHALL NOT BE ALLOWED 1. WATERPROOF CONNECTORS 3M DBR/Y OR EQUAL TO BE INSTALLED IN VERTICLE POSITION AS SHOWN. GROUND CIRCUIT CONNECTIONS SHALL BE MADE USING AN IN AN EFFORT TO IMPROVE SOIL CONDUCTIVITY BECAUSE 2. THIS BOX MAY BE A VALVE BOX OR A ROUND BOX. IF A VALVE BOX WITH VALVE,CONNECT BICODER FOR VALVES TO TWO-WIRE AND WIRE FROM BL-LA01 EXOTHERMIC WELDING PROCESS BY UTILIZING PRODUCTS THESE MATERIALS ARE CORROSIVE AND WILL CAUSE THE 3. THE FIRST SURGE ARRESTOR MUST BE WITHIN 25'OF THE CONTROLLER;SEPARATE FROM THE CONTROLLER'S ENCLOSURE GROUNDING POINT. SUCH AS THE CADWELD"ONE-SHOT"KITS. COPPER ELECTRODES TO BECOME INEFFECTIVE. 4. PLACE A SURGE ARRESTOR EVERY 150'ON THE TWO-WIRE PATH. 5. ANY BRANCH OF THE TWO WIRE THAT EXCEEDS 50 MUST HAVE A SURGE PROTECTOR AT THE END. 6. ON WIRE RUNS WITH NO SPLICES, DO NOT CUT THE WIRE TO INSTALL A SURGE ARRESTOR,JUST LOCATE ON AT THE END. SHEET NO: L2.7 CONTROL GROUND GRID SURGE ARRESTOR 2 NOT TO SCALE 4 NOT TO SCALE DATE: 04/10/23 PAGE NO: 80F8