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CC - Construction Drawings PLAT SHOWING BOOK , PAGE MOVADO SUBDIVISION NO. 8 LOCATED IN THE E112 OF SECTION 21, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 SEC CORNER N114 COR.SEC. 21 CP&F#105155109 CP&F#108008840 BASIS OF BEARINGS S 89013'35"E 2676.87' -- --- 16-- --- 15 E. OVERLAND ROAD 21 22 PLAT NOTES CITY OF MERIDIAN PATHWAY i 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS EIGHT MILE CREEK EASEMENT PER INST. HEREBY RESERVED ALONG THE FOLLOWING: N 171.21' -TEN(10)FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY OR AS DEPICTED C2 S 85024'01"E -TEN(10)FOOT WIDE ADJACENT TO PUBLIC RIGHTS OF WAY OR AS DEPICTED o ,' ° -- I -FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED 77 S 8S c1P4 J�� 'L,�i C6 •RM S 85°24'OZ''E -171.21' J-��.�~ ° 6r`os9>> Olt'jj i -A PERMANENT EASEMENT FOR NAMPA/MERIDIAN IRRIGATION DISTRICT IS HEREBY RESERVED i Q d'/ --43.36'1 r_81 26, _ • C� �8• 00 A ALONG THE FOLLOWING: '1, �� 'R • 1 r46.59'_ • S��8S6 F k `S -TEN 10' FOOT WIDE ALONG SUBDIVISION BOUNDARY REAR LOT LINES OR AS DEPICTED RM � OoS�9• y ° 9 C� S ( ) o �; RNZ gg39 �� S6 A�GiIJ 1 \6' ssFo�� 100 ' g F o0 9 Ip sue., 0 8' A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE �OPp `� J 73 o�i o 72 10 71 r l a'o, • M StG, g1 JS'I W 1 z 65 i ;y oDc OQp�p�' 00" 2` t 1 10 0 BLOCK7 pr rQ' 28 shoo. `S`'�., 1 Ot�r _ 1 ��F6 F �F FOLLOWING: NCO, I0• S,� \r'� o ti, /� > g , -TEN 10' FOOT WIDE ALONG SUBDIVISION BOUNDARY AND REAR LOT LINES OR AS DEPICTED ri Z� �5 6 , lo\ l Z Z h% /,� O' , n 63 O .S9 ( ) �i�0 ti < 1� `6 I�5'(TYP) 1 ti, ro , r '�0 "�c� ` M( • I i -FIVE 5' FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED N b }7s� �� 5'(TYP) --C-. -- % /ON r r� 00' `9S VO- o WC 9 ( ) ,$o , 74 .9� , r,�� 70 tir /� �> �\ ` ,I r, O 6]• PEPPER HILLS N0. 8 . 9 C27 `c31'�\r i `�y /A r ^� �," \ I � ' BOOK 77 PAGE 8034 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT WHICH ti /o r z -O\ Op 01 > C� _ _ c32 ti/,°ti 69 ,� �p0, 62 ` I STATES "NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL ° �'RM• s`�\ ti Gti C23 66 'L�' r r ti ti/ i O • BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR ABOUT THE 75 9. • 6�,�r ,� titer rod �/ r gIy N 89°48'S6"W 1668.01` C s �r� F �, CZ \\ tir,°ti SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN \ WC 60 v�°� �.o > .� ,-_-1 z- 5- S .> r r 68 O�nWi O / 92, 63° �o. • G2 I y �60° O r r / o' r k, Og;\ ° ONE(1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE POINT OF BEGINNING <� �Rs` ` 00 0I `'�- ��' 1 I o g9- 00 /r yhoy0/ /5 �g g'''�y 48' TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY 00.• �� 1 w , 6> GOl d2„ for` 67 �T, S6, i 9, i IJ F 2 i N WHEN A NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL 6, F 0 3 11 Q, , S II �i h /oti�' • WC , y8' �o r r O h' I o OPERATION AGRICULTURAL FACILITY OR EXPANSION THEREOF." 10 I� I - p �"�, / 98, •�'� � �rh' /� ti 1.0 BLOCK 10 ti , r0 SEE h'. jI, 5•`'' ' 90 0 y y0 0 10 1 1 0, /O 88, �C� 'S�' i'0 0 o, 2 8 , 0 3.ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED �y0 0 1 l rh DETAIL"8" I 63 o0.h 01�' SEE 1��`FS ,) V/, y l�/ , 9 I88 • �� ' �'oA m - 6 DETAIL"A' �r ti SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RE-SUBDIVISION. �r LEGEND �0 0 9.- 5 s9 r , 12 o Q1 o C1 0 'Oo� ��. ,LO 22,.� 0 3� 9 `�`� LO r` �� °YOi /O `� �' 65 I M 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN Ni, `�`s�o ` ` �3 L�I I s60 g , 98 ��%//�h0 s 13 C"�5� �' n�� BLOCK 7 10' TYP `Ov o cn -- -- SUBDIVISION BOUNDARY LINE G ( ) I COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE AT THE TIME OF RE-SUBDIVISION. i' of I 2�,cc\ r r r o i'c� L__ 116.18' --j `No i SUBDIVISION LOT LINE �� o` 9.- Oti �� wl I ` y g9 5' w I;� 5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES. `\ R 6 r1 v` �S 89°22'06"E-.i M m g N. 'I I 1 I8 O 1 • n �, N MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF i --- --- --- SECTIONAL LINE \ 8 (k� OA �I I Q g3,; Est y 12 ' I.a o i p� r r1 SEE 22' 22' - o co q _ 64 �-o I THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. ------------------- NEW EASEMENTS �. \� 60 i < 27 I I 26 O ��> DETAIL"C" cq in� O ti 9� s ^ w v__115.00'__ 3 14 > J 6. LOTS 67, 77, 78 AND 79, BLOCK 7, LOTS 21 AND 32, BLOCK 10, ARE RESERVED AS COMMON CENTERLINE oy rS 89°22'06"E , I W- - - - - a AREA,ARE NON BUILDABLE LOTS,AND ARE OWNED AND MAINTAINED BY THE ESTATES AT MOVADO IL �g3��' °j `�-N90000,00"E Po'� 0 63 a o 1 A o ASSOCIATION INC. - -------------------------- EXISTING EASEMENT G7%` �� 9J -� Doti�i n ______ p o o O 0 -` �SS rr'`s j\� "G� 20` �C' N o 115.01' --o �N a o 115.00' io 78 79 W CENTERLINE CREEK/CANAL z r- r s 2s� 8 28 Q1 �,� c1s < o 0 o I r� L ---- -J 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT N0. Z r I O �o�\ �J / I o 15 0 c4 S 89°22'06"-E , 1� O N s2, �'I,� ` co I w � � o Z U ADJACENT SUBDIVISION o I M o ` N 90°00'00,E N o0 0 0 1 S. A PORTION OF LOTS S 16 AND 28-31, BLOCK 10 AND A PORTION OF LOTS 51-53, BLOCK 7,ARE r~n W �i 6'' `�h C� •R=53.50'N 25 w L--------- o; 0 62 o h v~i Ul C7 10 72 I U - _________ o 0 0 ^ I z SERVIENT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE TIE LINE /� `� 1 BLOCK 10 v 115.01' ^� 115.00' rn c ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT N o �I o o � ACHD SIDEWALK EASEMENT q 29 �1 S o 0 16 0 __-__-___, w RECORDED ON NOVEMBER 10 2015 AS INSTRUMENT NO. 2015-103256 ADA COUNTY RECORDS AND 0 S o o v S 89°22'06 E `� 1 v� a INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL THE"MASTER EASEMENT" - - - - - - - - - - �^ �S h R ��o o (o �o h o 0 PER INST. NO. 2018-078154 �, ��, G�1 22' _N 90°00'00"E N o o w I Q ( ) ` •1 SEE 1 G .06, ° 0 61 0 �y THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD �� I r----- -- �O �o FOUND BRASS CAP A o 0I `• �� DETAIL"D" 1 "N N tiO F1s 115.01 ___115.00'__ p PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND Ohs 29.72' M ° o I- MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. O S 1 ` ' J �n S 89 22'06'E 1 = `'sue L O 0• n �S2o 24 ` Q> oW rn o z i FOUND ALUMINUM CAP �\ h, titi ,/ `� `�1, ) �ti 17 `° 60 0 1 C2 �v o o I 9. IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT,IN C �.F o `sS • �' `o y I = COMPLIANCE WITH IDAHO CODE 31-3805 1 b LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED Qo FOUND 518"REBAR PLS 14221 OR AS NOTED 30 / �'o,• qti' `� Is po,'00 . ' \?�, cb __I15.81'__ U ( )( )• 1 I .O �s o, O' I- O _____ Q TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE a, I-10'(TYP) G,� �, , 00 �o ��F ti �, S 89 22'06"E i 1 i NAMPA-MERIDIAN IRRIGATION DISTRICT. M O FOUND 112"REBAR PLS 14221 (� / cb `� / , Oo�� , N o r< 3.56' I C., < � 23 o 1 30' 30' v`�`:�° i.�� s 18 • �' S9 / I 10. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF TWELVE 0• SET 518"REBAR/CAP PLS 11574 L---107.00'-_ • I �r'1, / r S > �- , ______ BLOCK I INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. W L N 89°48S6 W ? `�``cc oL0 h • SET 112"REBAR/CAP PLS 11574 - I SEE r< ` ` I O e' `\06, 00 ter /�\ `\Iz y PEPPER HILLS N0. 9 d I a N `�`s� 0110• ,O °j oh s`� 1 1 ' BOOK 78 PAGE 8305 O to DETAIL"E" �� °8- / ' O �� , oti' N• 0� S�°. `��- 11. THIS SUBDIVISION IS SUBJECT TO DEVELOPMENT AGREEMENT INSTRUMENT NO. O FOUND 1"COPPER PLUG(W/MAGNETIC INSERT) *-+1^ a, w I o 22 �\ ,' ^�\ S 1g `i C ti0 10 �'j �i 2017-012608 AND AMENDED NO. 2017-024757, 0 31 v, = BLOCK 10 58 i O o 6.57' . �. a y O r F A CALCULATED POINT z 20,1I~ o w o OO .Oti 1�\106, �3h �� `S 0,^s\�r ,� i 12, THIS SUBDIVISION SHALL BE SUBJECT TO THE MASTER DECLARATION OF COVENANTS, 10270' 71 o v o In ( �oo`�F /1 gy0 O S�a� ��- Oti g� 1 CONDITIONS AND RESTRICTIONS FOR THE ESTATES AT MOVADO ASSOCIATION INC. 1 LOT NUMBER / o'L Q 10' S 83°4230"E_J z of v� �7.31, 15.09'1 . 1 20 `` " O1,4 06, ,1 0 102 68' 1^ �, El/4 COR. SEC. 21 �/C WITNESS CORNER E. 0 82.90' 32 o N 83°4 `r htiC� h QQ' ,�� 57 cam` L13 13. A PORTION OF THIS PLAT IS IN A FLOOD PLAIN AS SHOWN ON FIRM PANEL 16001CO254 COPPER h o 230"W Q {I • __ 131.88' 30.00' 48.00' CPF#114011299 H REVISED TO REFLECT A LOMR. ER POINT DR. L2 z �� 1 o 0 135.42' 87.59' L- •G S S� `�� 'y RM o • • C114 COR. SEC. 21 RM REFERENCE MONUMENT °- _ 63.34'-- C41' hti' �� 00 N 89 08 00 W ° iy S 83 423 / N 89 OS'00"W CP&F#2018-107365 O o 22.00' 0 E • - �98.75' 150.93' �, �' / h0 Zo` r1 161.88 STORM DRAINAGE EASEMENTS - N CAg O^ f-69.24'_ 334.17' 334.17' • ,� � 56 F � �' 5'(TYP) II,_ W -70.00'_-7 r_70.00, 70.00' CA9`.G51 rs7o z`:9s o� °titi�� REFERENCES I I I Lu I 54.9,3� MUIR WOODS SUBDIVISION NO. 1 p - I I W I I SEE .C52� � �,9, ` 1'L' Oo h R1)MOVADO SUB. NO. 6 BOOK 117 OF PLATS PAGE 17780 ADA COUNTY RECORDS 1l ^MI I" b I I I I C53 r U,� `� r 'L BOOK 80 PAGE 8553 ' ' ' W l0 49 n1 I^! M� I4N� 01 IDETAIL"FWI I �I I r,� w �I IN 50 N I M - I I �� 55 F / R2) CRAWFORD PLACE SUBDIVISION, BOOK 79 OF PLATS, PAGE 8411,ADA COUNTY RECORDS r� i� bI 1' o I I� 51 nl I^ of to oI to o� R3)PEPPER HILLS NO. 8 BOOK 77 OF PLATS PAGE 8034 ADA COUNTY RECORDS I~ ZI I of I~ �i i 52 nl l0 53 ^I IN �� i� ! R4)MUIR WOODS SUBDIVISION NO. 1 BOOK 80 OF PLATS PAGE 8553 ADA COUNTY RECORDS o LWC I I� �I I ZI Imo' o I Iti o I 10 54 �\ �� 6 //` i 69.24'J L_ bl I o I I BLOCK 7 .G 78 / � �o 0 70.00'-J L-70.01'-1 L_ ZI I �I I m� � ' G5� o�� Z l0 70.01- L_ I I 56' _ RIDENB S84°19Z2"E 70.00'-� I --C55"�� RM �Ig �� AUG=AL AS o o 355.82' LOCATED SEPTEMBER - � __ 50"WIDE NMID '�2018 ° INST. EASEMENT N 84°03'21" W NO. 797771 432.36' OOA �A MUIR W NO. SUBDIVISION N _�5 51��01 BOOK 80 PAGE 8553 1 15T SCALE a 11574 , 2030 S. WASHINGTON AVE. 100 0 50 ioo 200 9,2_12_012_0 EMMETT, ID 83617 SURVEYORS NARRATIVE � � (208) 398-8104 (FEET) THIS SUBDIVISION PLAT IS BEING CREATED AT THE REQUEST OF THE OWNERS TO CREATE OFF BEAGy�' 1 INCH = 100 FT RESIDENTIAL LOTS. THIS SUBDIVISION IS ADJACENT TO MOVADO SUBDIVISION NO. 6 ON THE EAST FAX (208) 398-8105 SIDE. _y jwnoo�y/y SEE SHEET 2 OF 3 THE BOUNDARY FOR THIS SUBDIVISION WAS ESTABLISHED FROM AN APPROVED PRELIMINARY PLAT, FOR DETAILS AND CURVE TABLE AND THE MONUMENTS SHOWN HEREON HAVE BEEN ACCEPTED AND USED FOR PREVIOUS PLATS AND CcnC CUr�ey%ng CCC RECORD OF SURVEYS. THE CENTERLINE OF THE RIDENBAUGH CANAL WAS LOCATED IN SEPTEMBER WWW.SAWTOOTHLS.COM OF 2018 BY SAWTOOTH LAND SURVEYING. SHEET: DATE: DRAWN BY: CHECKED BY. JOB#: DWG#: 1 OF 4 212020 CP/AM JB 19338 19338-FP �r1 NORTH MOVADO SUBDIVISION NO . 8 'MT- I ERLAND BLVD. MERIDIAN, IDAHO - 2020 - - � LOCATED IN THE E 1/2 OF SECTION 21,T.3N., R.1 E.,B.M., i e CITY OF MERIDIAN,ADA COUNTY, IDAHOLU D cc cc J e � y O T \ O LU 00 N T T CnN000 co c Pg co J 00 p cc) o' PRO E T SITE Q co o GENERAL CONSTRUCTION NOTES ROADWAY NOTES PRESSURE IRRIGATION NOTES -� w m CD M � 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. CONSTRUCTED. MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE FT- CONTROLLING STANDARDS OR SPECIFICATIONS. PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. AND THE ACHD AND THE CITY OF MERIDIAN WATER DEPARTMENT. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC. WILL BE ALLOWED UNLESS READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION AVAILABLE ON THE WEBSITE . FAILURE TO HAVE ACCESS TO A SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD. ( ) WATER NOTES v CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 4. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAY, MERIDIAN PUBLIC WORKS WILL INSPECT 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA AS WELL AS PRIVATE ROADS, PARKING LOTS,AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 5. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, ' 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR 6. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. MERIDIAN PUBLIC WORKS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND TO START OF WORK. WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTS NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL OUTSIDE THE PUBLIC RIGHT-OF-WAY. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 7. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND VICINITY MAP GUTTER,VALLEY GUTTER,OR SIDEWALK IMPROVEMENTS. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE NOT TO SCALE 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH xoNAL E NOT OPEN OR CLOSE WATER VALVES. 8. CONTACT ACHD INSPECTION SERVICES AT 387 6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE CONSTRUCTION SHEET INDEX �� C, STER 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT 9. ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON WASTEWATER RULES(IDAPA 58.01.16). THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. 2 1 OF 16 CA 00 TITLE SHEET AND CONSTRUCTION NOTES � �1i o,,►/�� UI�S INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 2 OF 16 C.200 STREET AND STORM DRAIN PLAN �` STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7, SECTION 8200, OF THE 2017 3 OF 16 C.201 STREET AND STORM DRAIN PLAN o 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. ACHD STORMWATER DESIGN GUIDELINES. 4 OF 16 C.202 STREET PROFILES PIPE; (B)PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. 5 OF 16 C.203 GRADING PLAN 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 6 OF 16 C.300 OVERALL SEWER PLAN IN P S� 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS REPLACE THE ENTIRE ROADWAY SURFACE. AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 7 OF 16 C.301 SEWER PLAN AND PROFILE DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE PUBLIC WORKS INSPECTOR. 8 OF 16 C.302 SEWER PLAN AND PROFILE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF 9 OF 16 C.303 SEWER PLAN AND PROFILES CONSTRUCTION PLANS. A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 10 OF 16 C.400 WATER PLAN o LU 11 OF 16 C.500 PRESSURE IRRIGATION PLAN 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD 12 OF 16 C.600 STREET AND STORM DRAIN DETAILS o 2-- PRIOR TO CONSTRUCTION. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 13 OF 16 C.700 STREET LIGHT PLAN z CD o cc: a m 14 OF 16 C.800 RIDENBAUGH CANAL PLAN AND PROFILE z a o 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 15 OF 16 C.801 GRAVITY IRRIGATION PLAN AND PROFILE LU FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 16 OF 16 C.802 RIDENBAUGH CANAL AND GRAVITY IRRIGATION DETAILS LU x o z � � J THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. SEWER NOTES 0 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE a - o 0 RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE N0. 1. CONSTRUCTION CONTACT INFORMATION a- C W SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES z o � °C ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, ENGINEER DEVELOPER SURVEYOR Cc o 0 0 UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1 800 342 1585 PRIOR TO ANY EXCAVATION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CIVIL INNOVATIONS, PLLC DEVCO, LLC SAWTOOTH LAND SURVEYING, INC. o w LU NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL z °O BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS IDAPA CONTACT:BEN THOMAS CONTACT:JIM CONGER CONTACT:CARL PORTER,PLS occ ( 1043 E.PARK BLVD.STE 101 4824 W.FAIRVIEW AVE. 2030 S.WASHINGTON AVE. cc a LU 2-158.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). BOISE,IDAHO 83712 BOISE,ID 83706 EMMETT,ID 83617 cmJ PHONE: (208)884-8181 PHONE: (208)336-5355 PHONE: (208)398-8104 W = _ 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE _ z A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH BENCH MARK AND DATUM DATA SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). DATUM DATA 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A HORIZONTAL: NAD 83(ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7, SECTION 8200, OF THE 2017 VERTICAL: NAVD 88 ACHD STORMWATER DESIGN GUIDELINES. ■ Z ZN w CM ~ C:) z z C:) C) ■■■■■ = C Q � STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND EXISTING UTILITY LEGEND ci Z z ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line -- BOUNDARY LINE �W PROPOSED WATER LINE AND VALVE EXISTING SIGN Q CD ABAN Abandon EVC End of Vertical Curve POC Point on Curve DETACHED p PROPOSED PEDESTRIAN RAMP Q Q ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature RIGHT-OF-WAY LINE WITH DETACHED SIDEWALK - W EXISTING WATER LINE AND VALVE EXISTING LIGHT POLE CC Q AC Asphalt Concrete FG Finished Grade PP Power Pole ATTACHED ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch CENTERLINE PROPOSED DOUBLE WATER METER SERVICE LINE � EXISTING UTILITY POLE = L U w AH Ahead FL Flow Line PT Point of Tangency PROPERTY LOT LINE DETACHED 0 PROPOSED SINGLE WATER METER SERVICE LINE 0 EXISTING POWER POLE CAw ALT Alternate FTG Footing PVC Polyvinyl Chloride PROPOSED PEDESTRIAN RAMP c= EP EXISTING EDGE OF PAVEMENT DETACHED EXISTING DOUBLE WATER METER SERVICE LINE EXISTING TELEPHONE RISER O BC Beginning of Curve FS Finished Surface PVMT Pavement WITH ATTACHED SIDEWALK w BCR Beginning of Curb Return GALV Galvanized R Radius 0+00.00 CENTERLINE STATIONING EXISTING SINGLE WATER METER SERVICE LINE 0 EXISTING CABLE TV RISER J BK Back GB Grade Break RB Ribbon Curb ~ Q H BM Bench mark GIRR Gravity Irrigation RC Roll Curb PROPOSED VERTICAL CURB ' PROPOSED FIRE HYDRANT © EXISTING GAS MARKER BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way PROPOSED CONCRETE VALLEY GUTTER BW Back of Walk GM Gas Meter RL Roof Line PROPOSED ROLLED CURB EXISTING FIRE HYDRANT FO EXISTING FIBER OPTIC BOX CB Catch Basin GR Grade RR Railroad PROPOSED REVERSED VERTICAL CURB ® PROPOSED CONCRETE THRUST BLOCK © EXISTING POWER TRANSFORMER CF Curb Face HOPE High Density Polyethylene Fit Right PROPOSED VERTICAL TO ROLLED CURB o -- PROPOSED SEEPAGE BED WITH cf Cubic Foot HORIZ Horizontal S Slope TRANSITION SECTION MONITORING WELLS ® EXISTING CONCRETE THRUST BLOCK �W EXISTING WELL O CL Centerline HP High Point SB Seepage Bed EXISTING VERTICAL CURB OHP- EXISTING OVERHEAD POWER LINE CO Clean-Out(Sewer) INCL Including SO Storm Drain O O PROPOSED SAND AND GREASE TRAP SEWER PLAN LEGEND CONIC Concrete INV Invert SDR Standard Thermoplastic Pipe EXISTING ROLLED CURB FO EXISTING FIBER OPTIC LINE CONN Connection IP Iron Pipe Dimension Ratio O O EXISTING SAND AND GREASE TRAP SC SERVICE CONNECTION CONST Construct,Construction IRR Irrigation SEC Section 2645 PROPOSED 5'CONTOUR G EXISTING GAS LINE feet PROPOSED DROP INLET SL SERVICE LENGTH COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot (feet) 2644 PROPOSED 1'CONTOUR T EXISTING TELEPHONE LINE CTV Cable Television Works Construction SG Sand and Grease Trap ® EXISTING DROP INLET Si SERVICE INVERT ELEVATION CY Cubic Yard L Length SP Signal Pole - -2645- - EXISTING 5'CONTOUR 10 C��fE IDIAN*_-- DBL Double LB Pound SPRK Sprinkler SD PROPOSED STORM DRAIN LINE AND MANHOLE T SS PROPOSED SEWER LINE AND STATION IDAHO - 2644---- EXISTING 1'CONTOUR Public DI Drop Inlet LF Linear Foot SS Sanitary Sewer -SID-- EXISTING STORM DRAIN LINE AND MANHOLE SS PROPOSED SANITARY SEWER LINE AND MANHOLE Works Department DIA Diameter LP Low Point STA Station - - - - DRAINAGE SWALE PROJECT NO. 19-0823-MS8 DIP Ductile Iron Pipe LT Left STD Standard ��SS PROPOSED SANITARY SEWER LINE AND SERVICE Design&Construction Supplemental Speccations DW Driveway MAINT Maintenance SW Sidewalk -tr PROPOSED STREET SIGN �ttttti DWG FILE CA 00 DWG Drawing MH Manhole SY Square Yard GRAVITY IRRIGATION PLAN LEGEND - -SS- EXISTING SEWER LINE AND MANHOLE ■ � EXISTING STREET SIGN • ■ ■ DESIGNED BY BT E Easting MW Monitoring Well TAN Tangent - L SS-- EXISTING SEWER LINE AND SERVICE EA Each N Northing TC Top of Curb PROPOSED STREET LIGHT GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX {■ ■ ■ ■ DRAWN BY JTA EC End of Curve NO. Number TEL Telephone EXISTING STREET LIGHT -GIRR-- EXISTING GRAVITY IRRGATION LINE ■■ �■ ■ ■ NONE ECR End of Curb Return OHP Overhead Power TOPO Topography ■ ' CHECKED BY BT EG Edge of Gutter PC Point of Curvature TRANS Transition DIRECTION OF SURFACE FLOW ■ ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical PRESSURE IRRIGATION PLAN LEGEND NOTE ■ C L ■ ■1 ISSUE DATE 01/20/20 EM Electric Meter PCC Point of Compound Curvature VB Valve Box �--�� PROPOSED TYPE II BARACADE ■ ■ PIRR- PROPOSED PRESSURE IRRIGATION LINE AND VALVE THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL HORIZ.SCALE AS SHOWN ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve i t� ■ ■r ■3,� ■� �--� PROPOSED TYPE III BARACADES CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF ■ EP Edge of Pavement PE Polyethylene VERT Vertical � PIRR Pressurized Irrigation WM Water Meter �--�� EXISTING BARACADE -� PIRR EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE VERT.SCALE AS SHOWN PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR 7 ■ PIRR PROPOSED CONCRETE THRUST BLOCK ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE ■ ■ --& PIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE APPROVED IN WRITING.NO VARIANCES WERE APPROVED FOR THE PROJECT. ■ 900 .■ Coll 00 SHEET 1 OF 16 D:\Civil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.100(Title and Note Sheet).dwg EG _ - - - \ -Ec 22+00 roe \ \\ FG \ e \ \ \\ \ / EC - - - - Ec - =roe HT = \F \\ \\ \ CRAWFORD'PLACE I I I I I I W 1 CENTERLINE EIG -�\ I \FG r° \ 1-1 2 \ \\ Fp G \\ \ w - - y �r - - - MILE CREEK - \ I {� T F \ 66 \ \ \ \\\ F \\\\ \ \ - - _ - -- roE _ = \\�\�fc \�\�\ \ \ 9 \ \ ro \ \ SUBDIVISION �a =roe �- - -�oE _�� _ \\\ \\>oer� \°\�\� \ \ \ \ \ \�\ \ \ \ 2874.38 EP/GB I 2674.46 AC - \ eel \ 21+46.491,14.34 L 21+46.49,11.00'L 2674.70 AC I PEPPER HILLS T.11 \\\ \\\\ r \\\\\\\ �161��\ \�e�\\ \ \ \ \ \ \`\\\ \ \NFip/ \\\ \ \ \\ \ I 12674.38 FP 1 SUBD. NO.2 66 ❑ 2674.38 EP 8 \ \ \ I 2674.'66 AC PIRR PIRR \ \�\\�\\\\ FG � lO 777 �2674.45 // r_ , r' - - - PIR2674.38 EP/GB I AC /////� � / / ' ��Y / - - - T� - PIRR - � \ �\\ r �\\\��o�\ ��Toe\\ \ \ \ \\\ `\ \\ T\\ \\F \ '9� \�\\ \\\ � I , /// //// //� o / \ r \\ \\ \\\\\\\\ n \\ \ _ \� \\\ \ \ `\\\ \ \ 21+30.56,14.62'L I 21+30.56,11.00 L %/ / FUTURE MOVADO r r \ \ \ / / / / / \ r \\\ \\ \\�\ \\ \ / SUBDIVISION ///� �G / / ///�/ �/ Q,� \ \ \ \ \66 \ \ \ \ \\\ \ F\\ \ I 21+00 \\ \\ 6 r � OT 0T0 LU /0 \ v �r_ v AAA\V 9 \ V A 72 \ \\\\ \\\\\ \\\ \\\\ \ \ 1674a T VA\ \ \ \\ \ o0 0 .27 EP 2674.53 AC � � � 71 p r` �2674.23 EP/GB\ 2674.32 AC PEPPER HILLS 00 J °O > h R \ \ 6 \\� \ \\F FG\\\ \ \ \ R y �\\ \\26 \\\ \ \\ \� \\ r0\ SUBD. N0.8 a o �6 \� \6� \\\ \ \ \ \ \ F 20+79.53,15.53'L a 2.0% 20+79.53,11.00'L Y 'CIO, . yo mCD 70 o rm RC. \\\\ \\ \\ \\\ \\ \ a m p 2673.89 EP/GB, 2674.01 AC Z 2667.29 RC e o" / / ////��//// `' -• =' 2666.92 RC p� O I \'20+13.59,16.70'L 20+13.59,11.00 L e� c \R °e / \\\�\\ \� \\\�\\ \\ \\\\ O yp �\ \ I \ \ \ PIR - E / ';� 18+55.28 19+28.67 2667.60 RC \\ \ \\\ \\\ \\ \ \\\ / 2674.23 AC R / ///// / / cQ�O ,..r / \\ \ �,,,,r Y e \\ \\\\ \\\ \ \ I \ \ \/ \\\ _ �l P\ 19+89.67 ° -:r \�� \\\ \\\ r° \ \ \ I _ /e .. \\� \\\\ \ \ \ \ \ \ I ` 2673.96 EP � \ 2667.61 RC/GB/PT \ \F\\ 1 y \\��\ \�� \ eF� I \ ° \ \ \ 0 69 \ J� \�\�\ ` -' \\\� \�\��\G \ / / \r -' '- / - -20 00 \ \ - - - EG - +- � 19+92.70 � \\ �� \\\� \\ \ \\\\�� \ -�. / � 1 / o� r -�- �\ I \ a E j /�/---- // / 2666.64RC 4 \ �s , ., \\ \\ \ \ \ � o // /� - - \rp \\ \_ /iii%�� 17+97.80 �- - ` \ �\ 2674.23 AC \\ \ EG i�i�ii 2666.38 RC/GB/PC r 2667.62 RC \ \\'._ \ \ \\ \ \\ \ / / \\ _ \\\ \ \ \� �I ( / -19+96.49,1 50'LT m I` \e \ Y \ \�\ \ \ \ ° 12674.02 AC \ \ 19+94.20 ep \ \�'� '.,,, �\\\ \\ \\ � 2673.90 EP/GB/AP � h \\\ o 17+4\ \ \\\�\ \ \ \ O 19+96.49,11.00'L\ \ \ •. \\ �� ' \\�\\ \\ \\\ \\ � I 2666.37 RC �� ///i/ j1 - x \\ � \\\\ \\ \ \ ) \ - - - //i/i ,. _ /\ / 17+45.36 �'/ ° o \ 68 ep\ �\Y3 ,\ \�\�� \ G J L \ - TOE - �', ," ° fir' \ \� \ \ \ f ___-�� / / / / ° ° 2667.01 RC 2667.95 RC / \ \\ \' - , \'� 2673 96 EP/GB �2674.07 AC � 2666.32 RC ° 20+59.34 \ \ \\ \ \\ \\ _\ \ � \ \ 19+44.81,17.00'L 19+44.81,11.00 L \ 18+72.22 6 / \ W 0 / o�\\ T \ \\� Fc EG // 2674.24 AC 2667.61 RC/GB/PT \� �Oa \ 7 r -� \, ° . oFF BLOCK 7 _ \`� _M 19+92.70 S F / S \ \ eoi \ `\\\\ � ,�' �,. `'�> '�, - �>r�r Jr;�, r� `,�, -- \ - - � , '� � 'ter � ( \ \ \ 76 ° 2666.38 RC/GB/PC SUM 09 / \ \ \\\_ I > _ PIRR ♦ - \ ° 17+46.86 196+94.20 C y2 / / 5 \ \ \\ �\ \ \\\\ \ r \�\ \ I Y -\ ♦ ° \ \ �\ \ \\\ \ \�2873.82 EP/GB T m I 2673.94 AC \\\ \\\\ - - PIR - - " - PIRR // 2666.37 RC , o ° 2688.30 RC , \ \ �\ \ \\\ _ 2s>4.21 AC \\ \ 17+45.36 / 2667.77 RC - \ - 21+29.34 66 ° \ \ \\\T 1 1�8 34,17.00 L 19 674.21 ,11.00'L ♦ r� / / 20+23.37 ti 2668.65 RC \ m \ \� \ ♦ 2666.02 RC moo SDMH 1 SB2 21+99.34 2s73.a EP I I l \\\\\ \ / 16+62.79 i 2666.28 RC / 2668.41 FL EXISTING MOVADO ♦ OQ'/ 17+23.40 / ACHD STORM \ \ O� \ rp rpm \ \ \\ 119 001/ 1 �. / / 22+06.44,15.6T L i v v v I v�\ \v�1\ I Qz) ♦ t1 ,� / 11 DRAIN ESMT. 2668.44 FL ( \ 2.0% 13 1666' SUBD. N0.6 O�OS'< 5� / / \ d ho 22+10.76, 15.67,L Qi O / / 2673.77 EP/GB)\ ) I 2673.89 AC /r a-F / ` / o co O I ) 18+73.19,17.00'L I 18+73.19,11.00 L / / ♦ tp� ' ACHD STORM 10/ / �� 0 2668.73 RC al J / II I IIII '�I II 2874115 AC" / / ♦ DRAIN ESMT. / 2668.26 RC h0 0 22+16.71 o m / J �III '171 _ W 10 / 21+22.35 ,.� ti �C w'111111 I I l er l l l 2673.82 EP O F 2665.68 RC/GB/PT j°s v�o / / MW O I SEE S.CLOVERDALE RD.' I III I 1 l I �� O / 15+82.79,16.50 L o o. BEGIN CONST. r j�, // 2 I I I aSIDEWALK ELEVATION IIIII IIIII°1 I IIIII \I MI jV p / ` 2665.88 RC m -TABLE ON THIS SHEET II 1 IIIII U \ (MATCH EXISTING) X°o s� 16+29.40 qq 12 2668.46 LIP/GB/PC N o BLOCK 7 i 1 � � I I I I ' ',I ! �II�II I II�II� I o� � I I 7 Q.e 2688 41 FL MW 2622 958R2C1 LU �I i I ry N . I I I i \ LC U ♦♦ �Mw � �� 65 I I I I II;I I 'llllll'lll 11 � �II IIII � BLOCK 1 O' 22+06.44,15.67'R 2668.94 RC \ al O I I 1 II 2673.59 EP/GB I I y 2673.71 AC \ I I PEPPER HILLS LU C / I N o�� 18+15.03,17.00 L 18+15.03,11.00'L LU Pjgq 2668.44 FL 22+58.21 ` I O� m I �� I II I '� I I 2674.02 AC SUBD.NO.9 = o z �( 9' 22+12.37,15.6T R - I IIIII }� \ O } 2665.68 RC/GB/PT BLOCK 10 2669.14 RC o 1 R I T \ z a 15+82.79 16.50'R III IIII I I 1 I II 12673.63 IEi I / // / oFn z m N I I III IIIII;,I ICI I II I Ec / m w ¢ z Q 22+97.95 j J I IIII, 18t00 w v o z s / BEGIN CONST. Q� prgq 13 2369.284 C/GB/PT J I I III I 13.00 TYP. I I I Yo I o/ z o , (MATCH EXISTING) 23+00 / ° W I III 8.00'TYP. I ° o \ 2669.21 RC/GB/PT �O III I' B 23+11.84 �1 mow/ w IIII III 111 .1°� III IIII I I I I I // o z Cn 10+p0 j r 1 26 \ SDMH 3 m ¢ 'I 1O II 2673.69 EP/GB I I� I I I IIII 2673.81 AC ) °C "' o -++� - - 1 QP 27 °'q o "' 2669.22 RC I ��/I m I it I I ///// ~ w 7 e o I 17+56.45,17.00'L I 17+56.45,11.00'L / // /// } CC w M °C 2674.11 AC / a z - - - - 23+13.34 I z O U) C' c 2669.22 RC 64 W ' EXIST.SEEPAGE - I _ / a� / / o O w _ / 23+13.34 2669.43 RC / I I � jI I2s73.7141EP I w I / // �// O C U O - BED N0.2 PER / O W 1 48.00' m LU ` MOVADO SUBD. 1 / 8 ,, I �50 I 7 )23+54.94 /I m I / z - NO.6 2.00' o 14 ACHD STORM J I I / eQQ DRAIN ESMT. I I I III 5.00' III to 5 / � ' �� I III IIIIa IIII F- O m 2673.76 EP/GB I I I 2673.88 AC ~ z I I 2668.53RC ' - - - - - / I �W m I III c I I w I ° 14+32.88,33.14'L 5 - ` A _/ n16+97.93,17.00'L 16+97.93,11.00'L / 63 I I I I III II L 7�02674.18 AC I ?01 28 2668.37 RC 2668.68 RC/HP I o I w I I EXISTING MOVADO R=48' 24+00 IIII 12673.80 EP 1 1 I 13+98.16,48.00'L 14+46.16,0.00 / T 2669.73 RC I I I " a SUBD.NO.6 M //� - - - N " O I I 1 I II II I� d3 / 1 2869.61 RC m 24+14.94 I I II I III I I II I I I I I - - - 11 00 o�°I° Q% 23+92.57 I 4 sr III I /� IIIIIII m �� I I I I I I I�■■� / SEE SHEET C.201 FOR CONTINUATION MW- 2668.62 RIG 2ss9.92 RC I SEE SHEET C.201 F R CONTINUATION II, III nII II'I" I .o% I V �/ I 2668.19 RC/GB(PRC � ' o a 14+44.07,13.99,R BLOCK 1 O _ //24+52.57 I I �� I I I \�2673.77 EP/GBI I II I 12673.89 AC 13+59.25,28.1V L ' p� 25 �++ I 16+38.81,17.00'L I 16+38.81,11.00 1 / a1 R-28' z�°b ,,-4X°O 62 i O m W I-- \ ii }ICI iti t -I i2s74.o5 Acl oe II I I 12673 85 EP I / 5 � 2668.93 AC/HP / i BLOCK 9 29 2668.07 RC/GB/PC ?� ' 2670.03 RC �++ I 13+98.16,0.00 - --- --- / MW y I 24+74.94 10 a 13+36.55, 16.50'L4 Q� Nli / / \ / jOO� I c1 I EXIST.SEEPAGE Q. / \ 44.00' w /// - �/ / O ti 2668.06 RC/LP ae �� I / 2668.37 RC \ / m 1 ❑ \� i i 10 A / BED NO.4 PER 13+35.05 0 SQ / 13+98.16,48.00'R \ 46 / / \ / 16.50' 16.50' o I I I I~ MOVADO SUBD. f o p z �` ? / / I I I � 16+00 2673.59 EP/GB / '673.71 AC' = Q N0.6 vs 1 �� °�? oa°I° \ \ / 2670.22 RC 25+00 O� I o I Q 2668.21 RC �� o� / 25+12.58 15+77.74,17.00'L N 15+77.74,11.00,L ' 0 0 13+04.16 2668.19 RC/GB/PRC \ 61 I O m I W L �/ 2s73 81"Ac+i / - 2i 12+00 / , I I r - CC \ 13+59.25,28.11 R O� 9 // /12673.69'EP / Q Z ACHD STORM R=28' MW 2670.33 RC / / f PEPPER HILLS Q o BLOCK 10 DRAIN ESMT. `O / 25+34.94 'I I //� I p \\\Y �� "°O 2668.07 RC/GB/PC l SUBD. N0.9 y w ROADWAY CONSTRUCTION KEY NOTES STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA O STREET AND STORM DRAIN PLAN 2SEEPAGE BED NO. 1 3SEEPAGE BED NO.2 4SEEPAGE BED NO.3 ■ SCALE: 1" = 40'-0"HORIZONTAL 1 INSTALL PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING SD-712H,TYPE"H4",W/ DI 1A DI 2A DI 3A Ir TACTILE WARNING SURFACE FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL DWG SD-712 60 40 20 0 40 80 INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL DWG SD-712G,W/ CLSTA.17+45.36,16.50'LT,E.GOLDSTONE DR. CLSTA.19+94.20,16.50'LT,E.GOLDSTONE DR. CLSTA.23+13.34,16.50'LT,S.JURO AVE. TACTILE WARNING SURFACE FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL DWG SD-712 DROP INLET,ACHD Supplemental Drawing SD 604,TYPE IV DROP INLET,ACHD Supplemental Drawing SD 604,TYPE IV DROP INLET,ACHD Supplemental Drawing SD 604,TYPE IV S. CLOVERDALE RD. SIDEWALK ELEVATION TABLE O CIVIL INNOVATIONS TOP OF CURB=2666.37 TOP OF CURB=2667.62 TOP OF CURB=2669.22 NORTH HORIZONTAL SCALE IN FEET � INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-708 12"INV OUT(S)=2663.12 12"INV OUT(S)=2664.37 12"INV OUT(W)=2665.97 INSTALL 29.33 LF 12"PVC(SDR-35)@ 0.85%TO DI 1B INSTALL 29.33 LF 12"PVC(SDR-35)@ 0.85%TO DI 2B INSTALL 29.33 LF 12"PVC(SDR-35)@ 0.85%TO DI 3B CL STA. CL ELEV. WEST BW CL STA, CL ELEV. WEST BW ® INSTALL 3"ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-702 Q(25)=0.65 cfs 0(25)=0.77 cfs Q(25)=0.69 cfs ELEV. ELEV. ROADWAY CONSTRUCTION NOTES Q(1oo)=0.91 cfs Qpoo)=1.06 cfs Q(,00)=0.96 cfs 151 INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL DRAWING SD-709 13+27.20 2673.93 2673.93 18+15.03 2674.02 2674.02 1. Prior To Placement Of Any Pavement Markings,Contact ACHD Inspection For 011113 DI 2B DI 3B Verification Of Compliance With Policy And Existing Pavement Markings. CLSTA.17+45.36,16.50,FIT,E.GOLDSTONE DR. CLSTA.19+94.20,16.50,FIT,E.GOLDSTONE DR. CLSTA.23+13.34,16.50,RT,S.JURO AVE. 13+57.96 2673.92 2673.92 18+73.19 2674.15 2674.15 161 INSTALL 10'WIDE PATHWAY SEE DETAIL ON DETAIL SHEET DROP INLET,ACHD Supplemental Drawing SD-604,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604,TYPE IV 2. Sign Contractors Other Than ACHD Must Be Bonded With ACHD And Must Obtain A TOP OF CURB=2666.37 TOP OF CURB=2667.62 TOP OF CURB=2669.22 No-Charge Right-Of-Way Permit. ❑ REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT A MINIMUM OF 2 FEET OF 13+99.34 2673.95 2673.95 19+18.34 2674.21 2674.21 7 12"INV IN(N)=2662.87 12"INV IN(N)=2664.12 12"INV IN(E)=2665.72 PROJECT NO. 19-0823-MS8 3. Asphalt Repair And Widening Construction Shall Conform To ISPWC Standard EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD SUPPLEMENTAL STANDARD 12"INV OUT(S)=2662.87 12"INV OUT(S)=2664.12 12"INV OUT(W)=2665.72 14+59.19 2674.01 2674.01 19+44.81 2674.24 2674.24 Detail SD-301,And ACHD Supplemental Standard Details SD-303 And SD-806. DRAWING SD-303 AND SD-806 DWG FILE C.200 PP INSTALL 1.17 LF 12"PVC(SDR-35)@ 1.71%TO SDMH 1 INSTALL 1.17 LF 12"PVC(SDR-35)@ 5.98%TO SDMH 2 INSTALL 1.17 LF 12"PVC(SDR-35)@ 5.98%TO SDMH 3 4. Sidewalk Cross Slopes Shall Not Exceed 2.0%Per Ada Requirements. There Are INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE 15+17.03 2673.92 2673.92 19+96.49 2674.23 2674.23 P Q ® Q(25)=0.33 cfs Q(25)=0.49 cfs Q(25)=0.48 cfs DESIGNED BY BT No Tolerances Allowed. ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A Q(loo)=0.46 cfs Q(loo)=0.69 cfs Q(loo)=0.67 cfs 15+77.74 2673.81 2673.81 20+13.59 2674.23 2674.22 DRAWN BY JTA SDMH 1 SDMH 2 SDMH 3 CLSTA.17+45.36,19.00'FIT,E.GOLDSTONE DR. CLSTA.19+94.20,19.00'FIT,E.GOLDSTONE DR. CLSTA.23+13.34,19.00'RT,S.JURO AVE. 16+38.81 2674.05 2674.05 20+79.53 2674.53 2674.19 CHECKED BY BT MANHOLE,ACHD Supplemental Drawing SD-611 MANHOLE,ACHD Supplemental Drawing SD-611 MANHOLE,ACHD Supplemental Drawing SD-611 ISSUE DATE 01/20/20 RIM=2666.42(MATCH FINISHED SURFACE) RIM=2667.67(MATCH FINISHED SURFACE) RIM=2669.27(MATCH FINISHED SURFACE) 16+97.93 2674.18 2674.18 20+83.54 2674.54 2674.19 12"INV IN(N)=2662.85 12"INV IN(N)=2664.05 12"INV IN(E)=2665.65 HORIZ.SCALE AS SHOWN 18"INV OUT(W)=2661.40 18"INV OUT(E)=2663.20 18"INV OUT(S)=2664.80 17+56.45 2674.11 2674.11 VERT.SCALE AS SHOWN INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 1 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 2 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 3 SB 1 SB 2 SB 3 NOTE: SIDEWALK ELEVATIONS SHALL BE A MAX. OF ±0.5 122.01 x 75W x 7.0'D SEEPAGE BED 159.0'L x 75W x 7.0'D SEEPAGE BED 149.01 x 75W x 7.00 SEEPAGE BED FEET FROM CENTERLINE ELEVATION OF S. CLOVERDALE RD. C100 SEE DETAIL ON DETAIL SHEET SEE DETAIL ON DETAIL SHEET SEE DETAIL ON DETAIL SHEET SHEET 2 OF 16 DACivil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.200(Street and Storm Drain Plan).dwg 1 _ �16+97.93,17.00' 2668.53 RC 2673.76 EP B w I a 2673.88 AC 14+32.88,33.14'L 5 - - - - _ _ I I L 16+97.93,11.00'L I a ' ��2674.18 AC PeP 2668.68 RC/HP / 63 I I - w II rrl } I o I I III 1 2673.80 EP I Irl\ / EXISTING MOVADO 2$ 2668.37 RC R=48' 24+00 a° m W I �I ��II 1 17+0� /14+46.16,0.00' / //� 13+98.16,48.00'L ° ° T 2669.73 RC i I / SUBD.NO.6 2669.61 RCm 24+14.94 . 3 ) /o(° Asr f � I !I I I I I I I I I I I I I I I I I II I I I /'�/ // /11+00 x 23+92.57 I � °�SEE SHEET C.200 FOR CONTINUATIONS 4 SEE HEET C.200 F R CONTINUATION II I \17� ■MW 2668.62 RC 2669.92 RC { m III IIII:'lllll II ' I I'I" I o% u o / % O I BLOCK 10 _ / �W I I \A2673.77 EP/GBII II I 2673.89 AC/ 2668.19 RC 1% ' 14+44.07,13.99'R / 24+52.57 I I / /'V 13+59.25,28.11'L ryxo � 25 / a i I o I 161+38i81,17.00'L 16+38.81,11�0'L _ o I� I �I r '2674.05 AV R-28 62 I m I I I I zs7 .85 EP I / /// / / am 29 r 2668.93 AC/HP / I I I III �1 I \ / // // / / / BLOCK 9 2668.07 RC/GB/PC ten; 2 2670.03 RC "' n f - I 0 - - CO 24+74.94 • r 13+98.16,0.00 / MW La I 13+36.55,16.50'L I RR GI 10 �' I 2668.06 RC/LP �O / / 2668.37 RC / CD EXIST.SEEPAGE Q• / 13+35.05 0 44.00' BED NO.4 PER SQ �B� I o 13+98.16,48.00'R /16 / I w \� //� / w o / 16.50' 16.50' I I I I 11 4-00 //// % / � T MOVADO SUBD. O o S'� i - OO \ \ ' I ° o O N NO.6 y 5 0 oa°b 25+00 2673.59 EP/GB / 2673.71 AC o f o �o ? / 2670.22 RC 1 0 2668.21 RC O� o� / 25+12.58 m 15+77.74,17.00'L N 15+77.74,11.00'L / J C. °O 13+04.16 2668.19 RC/GB/PRC 61 O W 1 --� / 2s73a1"Aci / m o o 12+00 / �Q I I � I I r - --`�- � 13+59.25,28.11'R O - / - O / MW w / /R2673.69 EP / w ACHD STORM // f 2670.33 94 I I 19 / %/ / ✓I PEPPER HILLS ¢ o z BLOCK 10 DRAIN ESMT. R=28' O � w 5p r211O 2668.07 RC/GB/PC I l III / m 4 I p ,° / i � m I/ � � / / /// I / _ _\ � SUBD.NO.9 O w o � 9 8 6 / 2668.06 RC/LP 5,16.50'R 5 / / /// Z C°3 r 1 I I MW r6so o�O ../ 13+35.05 17 I OO I � �/// I/ / /~ f � � � 2673.61 EP/GB r6S, % 2670.56 RC/GB/PC I I ,� i �q / a 2673.73 AC _ 25+80.90 2670.56 RC/GB/PC 60 � / // j/ 15+17.03,1.7.00'L 15+17.03,11.00 L 0 �. / / I - 2668.19 RC I 9 O / / y ' - 2673 92 AC I A 2668.59 RC/HP/PT I� � 13+09.16 ee 25+80.90 i O / / 1 - - ° 12+27.99 24 2670.62 RC ��/ ��o / SEE S.CLOVERDALE RD.,--i�/�2673.i 9�EP I 1 2668.52 RC_ SIDEWALK ELEVATION /3.00 TYP. o `� �° 25+92.44 , O ti 2 / ° I I I J /� TABLE ON THIS SHEET a I w wCOD // .0 15+00 30 12+14.23 / 2668.59 RC/HP/PT o i// / , . . r 12+27.99 26_+00 // /// /� //8 00'TYP. /�/ / / //j / I - �26 I 2668.27 RC/GB/PT O s 68\ - - _ r2 : 2668.46 RC / ✓ O } / /// / . 1 7 8 11+62.89 �00 12+02.23 QQ I °// I - iz 13 00 � _ - J 2668.25 RC � e 18 /�� /° � ��2673.66 EP/GB 14+ 2673.78 AC i / / / 14+59.19,17.00'L 59 9, 00 A 11+59.33 2670.88 RC/HP/PT / / / / // 2674:oi AC' / I 2668.22 RC/LP 26+45.21i� 11+53.33 '°2668.27 RC/GB/PC 2670.80 RC �� -I / �/ _ 11+62.89 26+65.29 2670.88 RC/HP/PT / %/�o� /f//I° Z. 23 f / I T a e 26+45.21- 59 �� / // SDMH 5 M ° 2668.22 RC/LP Q W/ /I ACHD STORM o Lo 11+53.33 / // / lllll�l 4 1111 Ill \I I I I 1 A NAL �o DRAIN ESMT. / // / / /i / // // �2673.63 EP/GB w 2673.75 AC I r' ��x/ / / / /�// 13+99.34,17.00'L I 13+99.34,11.00'L ��' ACAS 1,& f EXISTING MOVADO I BLOCK 10 �, g 19 y6s Q�o�oo // //// °0 / / � // �/ �/° I I I�I 1 �I�I 1 12673:95 AC 7 I 31 a e o //// / / // I I I o0 SUBD.NO.6 ti QQ r6 / �QQ // / / / % �I�I IIII 1 I I Iz673.�2 I III I �I ��O 62 f O // // / // EXISTING SCHOOL SPEED LIMIT SIGN 11 1 III MW vi s� 2670.60 RC / / / ��WITH SIGNAL TO BE RELOCATED I I 2670.48 RC / //// / // �\ 1` 1 11 1 j 27+15.21 / �,// ��/ � rl I I �uIa �i III o I IQ I I �� Z_V 11+00 27+45.29 //// / //� I OF 14$00 - I O / / 2673.62EP/GB� 11 I 2673.74AC a 2668.73 RC/HP 5 4 5 �Q S. / //// Q� ///// b� I w A 10+48.61 // / / Qom`/ // =13+57.96,17.00'L 1 13+57.96,11.00'L I MIN P - -- I 2668.64 RC/GB/PT 60.00' 22 OQ� �/ /// J�� /// ,' 58 / O G / )I 111 I I f•I I I I 2673.92 AC II 2667.77 RC I 10+40.61 8' 16.50 16.50 8 . 2668.73 RC/HP BLOCK 10 / eQ /// �� ///� (111I1�I I1 1��2673J0 EP o I I 32+73.98,16.50'R I 10+48.61 , / Q ///// per// /// /, I 1 I I I II o i END CONSTRUCTION MW 2668.64 RC/GB/PT 2Q % / // �° ///// �O // / \ I J 1 I 1 I I I - ° \ (MATCH EXISTING) -- 2668.27 RC/GB/PC 2668.25 FL 10+32.80 / / / %///� �/ // \ ` N I 1 I I I° hI I I II I.o � /71 I III � a o / //// a cO W A = U 2ss8.2o FL � � Ci - o y I I - 31+79.17 ------ 2sse.41 FL / 2670.32 RC 2670.16 RC 8xo0 27+85.21 / / p l i � w w i �\ 32 R=20' TYP. 1 r i 1 2668.74 RC/HP / - _ _ _ 28+24.64 / / I / // � ,' II.. I II I IFI / IIII Cn � ¢ °° ( ) CD E. COPPER P � � � ae 2669.21 RC / � /� � / // i�`� �; �� V2673.57 EP/GB/API I I 2673.69 AC PEPPER HILLS z ¢ o +I- - - OINT D I `� "'� 31+19.12,21.62'R / / w z r, R. - 30+05.39 ,2669.56 RC/GB/PT 2670.11 RC/GB/PC /� 57 �/ ° / i ' \ ' 13+00.07,17.00'L I 13+00.07,11.00'L I SUBD.NO.9 � o z O // / // L------,-- I I w T _ _� 14+62.64 _ ao i �2668.67 RC/GB/PCtR / Po / // / / ��---------- I oc w - _ M o 0 29+39.81 28+37.16 / / 1/ �� - - °m \' 1 2673:93 AC J > ` � 42 13+00 2669.55 RC �2673.64 EP PROPERTY BNDY z o z N I -vim _ 0 2668.22 FL 4 - 29+41.31 \` 2670.11 RC/GB/PC / / / ' _ > / , \ �` \ �;ll o �-M o / - °/ / /- 13+00.00,0.00' 6 � U_ S2 o -fN - - - - 28+37.16 /j0 /0/ / - G�RR \ �� o w " - ca M 3 _1100� q o 2670.03 RC // °/ // �/ //� / r // /-❑v �/ o w I P(I (� 8 MILE CREEK a = z w a / //// ' 2673.51 EP acc LIJ z EXIST.SEEPAGE "� _ o �- DI 4A 28+52.01 QQ / // /// o o w BED N0.5 PER - o+- _ � // // / �// I I / �� 03 12+68.64,16.24'L EG io I = 1 � o ? z o MOVADO SUBD. 2667.77 RC I 5 2668.14 RC M _ $ j/// /// / / / J �/ _ _ - - \ I \ I � m LU / / // / / _ - 2672\o EG 1 I PEPPER HILLS z N0.6 32+73.98,16.50 L 32+04.74 MW m _ - - 56 //// - �2672.34 EG I I o� END CONSTRUCTION i ' 2668.51 RC MW° SB 4,° DI4B °o/ /�/j/// �// // / oy1 I - I SUBD.NO. 12cr z (MATCH EXISTING) I 31+34.74 2669.83 RC / // �/ j/// ' 2673.44 EP ` °1 w> a°` I o a o 28+89.72 /� // //// // // / / 2s73.4s EP 2673.50 AC v, = _ 2668.89 RCS SDMH 4 2669.62 RC / / / // / /�0 12+35.68,15.44'L 112+20.45,11.00'L = ~ 30+64.74 ee / / / // 2673.42 EP V1 ~ z BLOCK 7 EXISTING MOVADO 29+94. RC/ 29+27.42 / / / / ACHD STORM / /// // / 2673.a4 aC SUBD.NO. 29+94.74 2669.55 RC 2669.56 RC/GB/PT / / ///// /j �// / I I I- -- P - 45 DRAIN ESMT. 29+41.31 / / / m 46 29+39.81 / / I�°/ /// / / 2673.41 EP/GB J I� 47 BLOCK 7 /// // �// /// / j j/ j/ 12+20.45,15.08'L / 49 55 �� / / / %i///ii �� // /�° / r I % 12+00 w 1 I a 50 51 Gg== /° � /�/ii � / r/ / I IIII � Iy 52 / / / i j %// ///// 2673.58 EP/GB I I 2673.63 AC - EG TOB � s�-� - - - - EG _ = - - TOB _==_ - - _ _ _ - _ - - - _ 53 //� � / % //i// MUIR WOODS � EG - = -=TOB-- - - - - - _ -2670 54 / / ///// // 11+57.92,13.57 L 11+57.92,11.00'L Tom - Ec _ _ - - Ec - - _ - i� = oo _ � //° / SUBD.N0.1 2673.96AC -a-__- - roB=- - EG _ � � =Ec _ - - roe 2673.571 EP a / -_ TOB _� _� -- OE ____ _ - _ -_T - - EG - - a�-- EG _ - I- _ _ Ems_ / /// / °� 26�3.61 EP -- 2674.02 AC -- TOE -TOE �.�- �0�_-EG__� EG -2674- <i 2673.61 EP/GB I \ 2673.67 AC Z - - -=2664 -__ _ - - E __ _ = =____GB__G__ - -EG a __ _ - tee ___ __ __ - - _ _ _ _ ijpe / /E° //j///// /j��° 11+40.07,13.13'L d 11+40.07,11.00,L TOE_ -� =TOE�_2674�_�_ _EG EG _ % TOB� _� �� / /lam / / ' 1 M 1 \ I O J =TOE_- �! TeEe_ - _�0� E� \ EG a\ TOB jiOB� �_E°_ - - =ro = --______ _ ioE �� roE _ - - ___= 2670- =_=roe�G- - - - - - - EG - - % / %/// ///// J I \ CA CD z '--�TOB� TOES- -M -_ �� rQ@_EG \ E.G OB� --$��TOE�_� �_ -__� i0E=2666- DOE -�__ T-^EG �_- EG - -=TO, __ _ -:=- _- of 2665- -___ =_ ____-_ _- __ _ _____=_� _ / /� %// / / 11+00 ' 0 - OB _= TOE .. - --ro-_ - -_TOE -- - - - - I I - - - _ - raB - - - -_ _ - - - - - - - 1-2 - - - -_ _ _-__- _ _ _ - �� - OE QCO - TOB �_- TOECD ' / //� MUIR WOODS �0 - - - -- - e - - - - - - - - --_- = / = LU Q SUBD.NO. 1 -= - - - - - - - - - - -_� _ - - - - oLU wC O Cn STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA SEEPAGE BED N0.4 3SEEPAGE BED N0.5 4SEEPAGE BED N0. 6 Q STREET AND STORM DRAIN PLAN ROADWAY CONSTRUCTION KEY NOTES 2DI 4A DI 5A DI 6A SCALE: 1" = 40'-0"HORIZONTAL 1 INSTALL PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING SD-712H,TYPE"H4",W/ CLSTA.29+41.31,16.50'RT,E.COPPER POINT DR. CLSTA.11+53.33,16.50'FIT,S.SAFRIO PL. CLSTA.13+35.05,16.50'RT,S.SAFRIO PL. RD. SIDEWALK ELEVATION TABLE TACTILE WARNING SURFACE FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL DWG SD-712 DROP INLET,ACHD Supplemental Drawing SD-604,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604,TYPE IV CLOVERDALE O O 60 40 20 0 40 80 INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL DWG SD-712G,W/ TOP OF CURB=2669.55 TOP OF CURB=2668.22 TOP OF CURB=2668.06 q TACTILE WARNING SURFACE FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL DWG SD-712 12"INV OUT(S)=2666.30 12"INV OUT(W)=2664.97 12"INV OUT(N)=2664.81 WEST BW WEST BW CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET INSTALL 29.33 LF 12"PVC(SDR-35)@ 0.85%TO DI 4B INSTALL 29.33 LF 12"PVC(SDR-35)@ 0.85%TO DI 5B INSTALL 29.33 LF 12"PVC(SDR-35)@ 0.85%TO DI 66 CL STA. CL ELEV. ELEV. CL STA. CL ELEV. ELEV. NORTH � INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-708 Q(25)=0.47 cfs 0(25)=0.30 cfs 0(25)=0.91 cfs 4 INSTALL 3"ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL DRAWING SD-702 Q(loo)=0.65 cfs Q(loo)=0.42 cfs Q(loo)=1.27 cfs 13+27.20 2673.93 2673.93 18+15.03 2674.02 2674.02 ROADWAY CONSTRUCTION NOTES DI 4B DI 5B DI 6B 13+57.96 2673.92 2673.92 18+73.19 2674.15 2674.15 �5 INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL DRAWING SD-709 CLSTA.29+41.31,16.50,LT,E.COPPER POINT DR. CLSTA.11+53.33,16.50,LT,S.SAFRIO PL. CLSTA.13+35.05,16.50'LT,S.SAFRIO PL. 1. Prior To Placement Of Any Pavement Markings,Contact ACHD Inspection For DROP INLET,ACHD Supplemental Drawing SD-604,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604,TYPE IV DROP INLET,ACHD Supplemental Drawing SD-604,TYPE IV 13+99.34 2673.95 2673.95 19+18.34 2674.21 2674.21 Verification Of Compliance With Policy And Existing Pavement Markings. © INSTALL 10'WIDE PATHWAY-SEE DETAIL ON DETAIL SHEET TOP OF CURB=2669.55 TOP OF CURB=2668.22 TOP OF CURB=2668.06 PROJECT NO. 19-0823-MS8 2. Sign Contractors Other Than ACHD Must Be Bonded With ACHD And Must Obtain A 12"INV IN(N)=2666.05 12"INV IN(E)=2664.72 12"INV IN(S)=2664.56 14+59.19 2674.01 2674.01 19+44.81 2674.24 2674.24 No-Charge Right-Of-Way Permit. ❑7 REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT A MINIMUM OF 2 FEET OF 12"INV OUT(S)=2666.05 12"INV OUT(W)=2664.72 12"INV OUT(N)=2664.56 DWG FILE C.201 3. Asphalt Repair And Widening Construction Shall Conform To ISPWC Standard EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD SUPPLEMENTAL STANDARD INSTALL 1.17 LF 12"PVC(SDR-35)@ 4.27%TO SDMH 4 INSTALL 4.17 LF 12"PVC(SDR-35)@ 1.68%TO SDMH 5 INSTALL 4.17 LF 12"PVC(SDR-35)@ 1.44%TO SDMH 6 15+17.03 2673.92 2673.92 19+96.49 2674.23 2674.23 DESIGNED BY BT DRAWING SD-303 AND SD-806 Q(25)=0.81 cfs Detail SD-301,And ACHD Supplemental Standard Details SD-303 And SD-806. Q(25)=0.66 cfs Q(25)=0.44 cfs Q(�oo)=1.14 cfs 15+77.74 2673.81 2673.81 20+13.59 2674.23 2674.22 DRAWN BY JTA 4. Sidewalk Cross Slopes Shall Not Exceed 2.0%Per Ada Requirements. There Are ® INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE Q(100)=0.91 cfs Q(loo)=0.62 cfs No Tolerances Allowed. ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A SDMH 4 SDMH 5 SDMH 6 16+38.81 2674.05 2674.05 20+79.53 2674.53 2674.19 CHECKED BY BT CLSTA.29+41.31,19.00'LT,E.COPPER POINT DR. CLSTA.11+53.33,22.00'LT,S.SAFRIO PL. CLSTA.13+35.05,22.00'LT,S.SAFRIO PL. ISSUE DATE 01/20/20 MANHOLE,ACHD Supplemental Drawing SD-611 MANHOLE,ACHD Supplemental Drawing SD-611 MANHOLE,ACHD Supplemental Drawing SD-611 16+97.93 2674.18 2674.18 20+83.54 2674.54 2674.19 RIM=2669.60(MATCH FINISHED SURFACE) RIM=2668.33(MATCH FINISHED SURFACE) RIM=2668.17(MATCH FINISHED SURFACE) HORIZ.SCALE AS SHOWN 12"INV IN(N)=2666.00 12"INV IN(E)=2664.65 12"INV IN(S)=2664.50 17+56.45 2674.11 2674.11 VERT.SCALE AS SHOWN 18"INV OUT(W)=2664.35 18"INV OUT(S)=2663.80 18"INV OUT(W)=2663.65 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 4 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 5 INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 6 NOTE: SIDEWALK ELEVATIONS SHALL BE A MAX. OF ±0.5 SB 4 SB 5 SB 6 FEET FROM CENTERLINE ELEVATION OF S. CLOVERDALE RD. 101 142.01 x 75W x 7.0'D SEEPAGE BED 42.01 x 15.0'W x 7.0'D SEEPAGE BED 96.0'L x 15.0'W x 7.5'D SEEPAGE BED SEE DETAIL ON DETAIL SHEET SEE DETAIL ON DETAIL SHEET SEE DETAIL ON DETAIL SHEET SHEET 3 OF 16 D:\Civil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.200(Street and Storm Drain Plan).dwg E.GOLDSTONE DR.AND S.JURO AVE.PROFILE-STA 15+00.00 TO STA 24+50.00 2680 2680 Cj 2675 o C5 2675 O U ¢ OHO N m 00 LO r O Z Z m O � r c0 d O Z UD � O c0 M CMn oCD v ¢ o� m + N N II y m z CD m N I I II w r Oc7 + m II > w O "' m o `�' 00 FINISHED GRADE ¢ U r r LU ;p a' CO z v o II > AT CENTERLINE " w O o 2670 + (D N + ( ¢ J 2670 N_ EXISTING GRADE r `�co + CO X T N N w ______ __ II to N w II11 0.50 co 00ti co CD CD AT CENTERLINE II > T II = ¢ w00 _- ---- ------------ a m 11 _______ --------____ Y _ o � _-__---_---_ - - - � - PER MOVADO v~i ; ¢ w ¢ a' "' -------------------------- Q � . . .>_ SUBD.N0.6 cn ; � ------- ---------- _----- ------ 12'SD-------- LU ------ --- -- 0.51% 43%---------- ---------- ---------- ------------ -------------------------- — PT:19+92.70 0 O LU m O 12"SID = --- --- + PC:17+46.86 CD Z 2665 2665 � o 1 "SD EXISTING GROUND r AT CENTERLINE EXIST.12"SD + r C 2660 2660 cD co 0, L, fOCD CO aO MU CON M N COS M r CON co CD CO M� CO r M m CO u7 to 0, 1`U COS O� Ntr) �� r� 01� NCO a � r00 OIp Np ar rM CAS Nr �p r%p . . . . . . . . . . . . . . IA tp 119 tp fC cD (D cD (D cD (D cD (D cD A cD r cD P.cD P.cD O O CO CO Qr Cif r� Cif cp fD cD fD(o fD to fD to fD to fD to fD to f0 t0 M(o fD(o fD to fD to fD to M to to to f0 c.0 fD to fD to fD t0 f0 to f0 to f0 to f0 to f0 to tD to tD t0 t0 to f0 to f0 to f0 to f0 to t0 to fD t0 fD c0 f0 to f0 to N N N N N N N N cm N cm N N N N N CMN CMN CMN N N N N N N N N cm N N N N N 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50 S.JURO AVE.AND E. COPPER POINT DR. PROFILE -STA 24+50.00 TO STA 33+50.00 ��ONAL ECG 2680 2680 ��, OZSTE�,�' r z Cm cc a Q �?,i/�%o�� LU m = o o OF N pOj 0¢C ¢ m U a. IN P.Z 2675 c c 1 N cn '!' oL 2675 00 r— toco NI I C,0 0 m c�D cn ? p co M Lo N II > 6j Qj c0 0 U O(b N n > CR FINISHED GRADE ao N CO to N + co z °� ti ULU 10 ¢ -i "' "' AT CENTERLINE II II N p �, N `t' Ntp N Ow o U)iw > II II II 00L c Mr mLU wa (~n w ¢ � ¢ w M m� II II II = O z H � ^ gym > ~ --------- 0.40% M N= cncn w oFn z j ----------- ------------ — II c, z ¢ C) 2670 fr LU -------- -------- -------- ---- 0.54% < J¢ 2670 r< zo z --------- ---- -- — ------------ ------ ------ ------------ --------- --------- ------------ ------------ ------------ ------------- ----------- p PT:29+39.81 0.54% ----- � o 0 o z N + (0 0- = w LO co a EXISTING GROUND N7 EXISTING GRADE a z AT CENTERLINE a � z AT CENTERLINE CD LU o 0 2665 4"PI—:awl C) PER MOVADO 2665 vi� z (� 4"Ph-0 SUBD. N0.6 z m LU LZ 0 LU o a z 2-1 W Cl) O H Z 00 In Lq OO-qr 2660 ++ 2660 M r N N co CO M f` M tp N p La CO M r p m N O r fD r r N� V) r CA r-- Pt Lq 00 cl QO rp COr LgCj C9N Or Ap I(9(D Nap DID . . . . . . . . . . . . . . . O 00 O C6 O °p O C6 O C6 O cD O op O Oj CA Oj CR Oj C!1(P CR(P CO 6 O W CO OD r Op r c0 r c0 A (D r CD r CD t0 r c0 CO fD= w= tD c0 w c0 tD c0 tD p tD c0 tD C0 tD c0 M c0 tD c0 O= tD cD (D t0 tD c0 tD c0 tD c0 O(0 (D co O(0 (D(0 tD co (D p (D co N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 24+50 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+50 O Z 2680 S.SAFRIO PL. PROFILE 2686 0 �I r O = Cn w Cr Q J 0 L.L C] CD zLUz Q Q z EL CD CL 2f LU s z Q � o w 2675 a -iLU _2 C) a 2675 cc OU > J 00 Cl) cr OJ C C/) CD w U M M M O O 00 1 ((7 O ¢ co f� G o06 tnv rN + co r II Na0 M 00 co + Np v (.C) O + + II 00 11r ¢ J N N FINISHED GRADE Cl) �, Cl) _ 4+ (0 co Q o N _ � LU T II AT CENTERLINE �I II LU II II o N N w ¢ ¢ w ¢ w H w Cr II w a > II co W J U) J Co ¢ J v a z 2670 W N w N "r w = v (� = 2670 40 20 0 40 80 ° ----1.00% O 0. 9% 0.50°k 0.50/° ———1-25/° 2.Ufi%%---- ------------- ° ----------- - -------- HORIZONTAL SCALE IN FEET --- ---------- V ------- 4 2 0 4 8 EXISTING GROUND CR ti AT CENTERLINE 12"SD VERTICAL SCALE IN FEET 2665 12"SD tlj N 2665 + N H U CL O_ PROJECT NO. 19-0823-MS8 DWG FILE C.202 DESIGNED BY BT 2660 2660 DRAWN BY JTA CHECKED BY BT ISSUE DATE 01/20/20 HORIZ.SCALE AS SHOWN Ln 0� COO S LL09� M N rM� Lq<5 CO00 M00 to� Cd 00 �;06 CO 00 f .6 f C6 -M� -M� -M� 00 VERT.SCALE AS SHOWN to to m to m CO m co m c0 m to m to m to m to ID CO (D CD to co (D to CD c0 eD to eD to eD to to co N N N cm N cV N N N cV N C V N N N N N N 9+50 10+00 11+00 12+00 13+00 14+00 15+00 Cm202 SHEET 4 OF 16 D:\Civil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.202(Street Profiles).dwg GRADING PLAN SCALE: 1" = 60'-0"HORIZONTAL 75 50 25 0 50 100 CIVIL IIII I = I NONRTH HORIZONTAL SCALE IN FEET E -r�R-i-� Eno ,�-war s roE _ - \` ` ' _ Ec`-reez iT - \ GRADING CONSTRUCTION NOTES — CENTERLINE EIGHT MaE CREEK---\- \ l\�Fc \�\\ \� \ �66g \�\\\ pqN� \ \ I I I I}I 1 1. Prior To Commencing Site Grading Or Foundation Excavations,All Building Areas � � �. \ I I w CRAWFORD I - ' \\ I , I- _ And Fill Areas Should Be Stripped Of All Debris,Vegetation,And Undocumented =`a g- _ \\\\ \ \' \ \ To ` PLACE ` \\ / //// / l/ = 2666—__ _a— �� \\�\\\\\ \ ` 5 \ \\ \� ,\� \ I - I Fill. r // /// % ,y, �� \\ �� \ \ �6' SUBDIVISION I 1 PEPPER HILLS / / fr = — —�`l \�\ \\ �0 e° � \ \ - ;` 2. Fill Placed To Develop Building Pads Site Grading Should Meet The Requirements o 0. // %\/�% �✓ a �O y - 'b- :r r •rak <r-.k •ti, \ \\e \ \��\ \26 \ \ \ \ \ tP \ I I SUBD.N0.2 \\ \ \\\ \ \\ \ I I A 9 9 q r r 68� For General Fill.General Fill Used For Site Grading May Be Obtained From On-Site 00 / ° // 1— _ _ — — -, \� \\\\\\ �\\� \ \ \ \ \ �\ II 1= _ Excavations Or Approved Borrow Sources.General Fill Shall Classify According To N o \ / / °/ / / / ° - � \\ \ �\ \ \ \ , ASTM D2487 AS GW,GP,GC,GM,SW,SP,SC,SM,ML,Cl Or Combinations Of O c/D FUTURE MOVADO // / �/j ,< - `'=' \�\ �� \ \ \� T \�\\\ \ ^ 8 1 These Such As SP-SM)Materials.In Addition,The General Fill Material Shall Have M co o SUBDIVISION / / / � / 266g yya; \� \\\` \ \ \ ° \°F \\�� NN`� = IMENoo °O / / �/ - \ \ \ \ 1 d�% \ \ ` e T A Maximum Particle Size Less Than 4 Inches And Shall Be Free Of Excess w \ \ �\F 669\ \ \ \ 061 oA\� \ _ cv ' > \'' \ \ \\ \ '\�\ I _-I ` Moisture,Organic Matter And Debris. m p o 0 -• -;;• \� \ 26 S\` \ ��' \ �1 \ \ \ \\\ -� I 3. Materials That Are Frozen, Contaminated, Contain Excess Moisture, Organic F �' PEPPER HILLS Matter(Such As Stripping Or Roots).Trash,Debris,Stones Larger Than 4 Inches, o w SUBD.NO.8 Z Or That Classify B ASTM D2487 AS CH, MH,PT, OL,And Are Not Suitable For • m w o � General Fill. co = \ \ _„�, \.�\\�� \ \ \\ \ rn � ° � \ \ 4. After The Removal Of All Vegetation And Prior To Any Placement Of General Fill, o now \ \\- - _„ �� \\\� �\ \\ \ \ w) \ \\ \ w I The Exposed Subgrade Should Be Uniformly Scarified To A Minimum Depth Of 8 T \\\� \ 1 _ 2C Inches, Moisture Conditioned As Necessary, And Compacted To A Minimum Of \ 95%Of The Maximum D Density In Accordance With ASTM D698. \ any \I Dry tv �J aB � //j/% // L.• \�� \ \\\ \\ \ i 5. After Site Preparation Is Completed, General Fill Should Be Placed In 8-inch // / S Q \\\\ \ \CD p A \\ \ e° EG = //i/�% 'r' 66T \�\�\\ \\� \\ \\ \ // CD I \\ Maximum Loose Horizontal Lifts And Compacted To At Least 95% Of The Maximum Dry Density As Determined By ASTM D698-Stand Proctor Compaction ��i�/� �%Q Test.Each Lift At Each Building Pad Should Be Documented For Density. � g6� � / 72 •" �, \ \ � / I I \, '� � ~ General Fill Placed Within Roadway Embankments Should Be Placed In 8-inch Maximum Loose Horizontal Lifts And Compacted To At Least 95% Of The COD IQF- 4 eq Maximum Dry Density As Determined By The ASTM D698 Standard Proctor T 1 y�v� ��. r° v l / 1 )� � \\\\\ � � Compaction Test. 9p 7. All Existing Irrigation Ditches, Test Pits, Foundations, And Drain Fields Shall Be ♦ f O��O — ` \\sIQ�V Re-Excavated To Native Soil And Backfilled With Structural Fill Per ISPWC \FQQ \\\\ \ Specifications. Provide Soils Data To Verify Native Material Meets The \\ p Requirements For Engineered Fill Per ISPWC Specifications And A Copy Of The / / ♦ �S� / / B2 \\ I _ I I ! \ \\ \ \\\\ \\ Compaction Tests. EXISTING ♦ 0� �666 MOV%DOSUBD. (`�\26 ` i -/ / al II �1 \\\\ \\��\\O �pNAL E PROPOSED FLOODPLAIN LEGEND � ♦ / - = ' . I � I o �I �I II h ll:l lil I I I I II v IIII I g l l o � PSUBD.NO ss, I I I I I I /II/ III PROPOSED FLOODPLAIN c�6 w lI �i� I - / / \ 6� III w a / / I/' // I 1 1 1 — 11 — 11 — 11 — A BOUNDARY(ZONE AE) � � �o 6� o 26� � I I m\ I 11 1 41 IIII . I I � '� /// III l I� ° o� ;I I IIII�I III IIII I I� NI w � I � // r • 6� 1 I /� I �// I PROPOSED BASE OF // I —2674— FLOOD ELEVATION S M IIII II IIII I I I //// l fll�l l I IN P. EXIST.SEEPAGE' // ti �� I co BED NO.2 PER // = N I Ilil II IIII III III I I / °///J� /// / d/ MOVADO SUBD. / No.6 / � I � � � N II II IIII LII�II ///� //\ o / ��CAD CEO CEO CAD I I III N nr N I 'I I w - / IN _ 2669 _ _ — — — / i I I III Ci I 11 I / %/// / /// / / CL o z a m o\ ICI -I III QII M a 11 I � o z > ?6'6+ EXISTING / o� j �� = III I II I -I I - ///// /// / / '-'-I o z \ \ _ _ _ MOVADO No.6SUBD. 26�0 °° o, Z I IIII (�I IIIIIIII II N I� �11 tl \// �� //�! // / � w J 2,E � v cn / I I I I, I I �✓/ / / / o z w 4111 ICI I �I / //\� // cc o 0 Q' / o' C\j /� � cc w w HI I� / / / \ - / ' I (II R ( \� / GIRR `� / ✓1' / EXIST.SEEPAGE co ao / / f, \ \ 1 / h \\ w - — ti/ LU U' w w m� I � I � / zm � BED NO.4 PER MOVADO SUBD. NO.6 y rn O�� 26 / I � � i- cN I o _j � - LU CID �� OQ cis = o N 5 �/ ' \ / t �� 2666 ch ° I PEPPER HILLS H z 6� SUBD.NO.9 _ I • j _ _ — � � \`\ 2669 � i � �``�� /%% . V I I I _ I I ■ Q � Z -(o � y III'I� :. III � nj � I NI �, I \ `� IG'rR 0 EXISTING N MOVADO SUBD. d No.6 top / � \ Jlllr�l I I IIII I y � z 1 y 1 ��Q / / II I �iIN I N I III �_ o / y oQ�\ `°1 \ `L`°� '' `\ IIII I II m w �I I I o- 1 ® / y III - z d�Il I J I I I I III _ ''► / \ o I 0 Q z _ y 2669 ———— \ `L I cc I / 1 : / ��'� ��ti�/ /irr/� ��^��\\ `\ N��I .I I III I IIII m o — _ _ ,� w C5 _E•COPPER P_ / \ SUBD NO 9 y --_ � / c^p � / cL r, �� I PEPPER HILLS 2668�— — 8 _ _ — — 2670 GIRR ��1 2662 EXIST.SEEPAGE DI4 Y��►/�� ,,/ �, o ��✓ II�(�r� \BMILECREEK O Ao 0 BED NO.5 PER 266$ _ � ////��Q /// I I c L 2669 PEPPER HILLS MOVADO SUBD. 1 DI4B \/,�/ / ? /%� °tiA I I I I 1 1 SUBD NO 12 N0.6 1 SB 4 - - - - EXISTING ° - - _ CZ MOVADO SUBD. -2669 2669 �OVO� I _ - Ec roe = _ GTGB= �// //�/ I NI"I III rOB o I � _ _ �1 � //� MUIR WOODS C''' I I E��-_= EG 2670- - 1 ' / / /// / � SUBD.NO.1 w �)- -_ —_EGEG TOE i— 007 OE— _—____= —°�_— 77_777- —2674�-2671== // /' /// / I — I I 1 PROJECT NO. 19-0823-MS8 TO Tnr_—_2664 ——� E—�— \\ ==G a 2674 _— - 1-1 \ I I = DWG FILE C.203 o - _ - - e - �i -�_ _-____ =$G--_2674 _ J Ec ors -� _ ��1 j� // // / 1 I \ I I 1 roE �2670.g-�=_-E_==r \- Ec - - - -T�\ - Ec-G jo////// / / - L - DESIGNED BY BT — Toes = Gam—\ — — — �~- _ _—=2666= _\-_=T ��\— �' %/i � I I I DRAWN BY JTA -2665 row=-_ -\_- / ROE_ _ - --T __ - //\ / CHECKED BY BT -- - =_2666_ roe= 2670 : ___ —- ISSUE DATE 01/20/20 MUIR WOODS _— fiG _ HORIZ.SCALE AS SHOWN SUBD.NO.1 - -_ _ - - -_ __ - VERT.SCALE AS SHOWN - - - C103 SHEET 5 OF 16 D:\Civil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.203(Grading Plan).dwg - - - - - roe Fc\ TOF H \ �G\ TOB - T°E - CENTERLINE GHTMILE CREEK_ F° �� \ r°e \r°F \\\ \ CRAWFORD PLACE w - - - T'OE ��``\ � �� \ \\ \ \ r° SUBDIVISION m _ - \ T \\ \ e a OVERALL SEWER PLAN TO - - - - Toe - \ TOE TOF °e \\ \rFe \\ \ O r \TF\ \ F PEPPER HILLS =Te�EF° SCALE: 1" = 50'-0" HORIZONTAL / r •_ r r •,r _ __T / roe \ \ \ \ wR O H� r° SUBD.NO.2Ir t / G e ( / \.✓;.• ;t :;T' ' ;s �;;s �;;s ;�;,t \ \ \ F \\ 75 50 25 0 50 100 PIRR � T _ „``, ,.,r\ \\ \ rOF \ T \ \ \ 9G\�B \ \ A pF, ram'= I PIRR ,-i•.v.� OF\ \ \ ° ° \ \ _ `�,r T F r a \ \ \ \\ G'y q� ro8 \\ CIVIL INNOVATIONS NORTH HORIZONTAL SCALE IN FEET FUTURE MOVADO �/ / / / / / /,s-•. u,,\ \ \ \ \ \ \ r \ \ Cj SUBDIVISION ` / % 73 72 \ r k \\ \ Fc71 ' PEPPER HILLS G SUBD.N0.8 n e // SC = 18+87 Q•� SI =2660.4 AT R/W e v,sr xx/ SC = 18+27 SL=41.5'TO CAP// SI = 2660.1 AT R/W SC = 19+58 \ °Fr° \ Zo. (4"PVC @ 2%MIN.) SI = 2660.8 AT R/W 70 \ \ "% 5;•,S \ \ e �°\ e \ r m \\ \\ L LLI 0E// ,,, SL=42.5'TO CAP T X \ \ °F \ Fo eR ° / 74 SL= 39.T TO CAP \ p a:'�, v r \ \ \ \ \\ 1 ° \ r ♦ \ I T o R �/ G / / 4"PVC @ 2%MIN. \ °e \ \ \ \ \ tiA F e � G0 / /// e ( ) (4"PVC@2%MIN.) \ R \ \ ` \ \ \\ - , \ \ \ \ °F 00 PIRR / �pf, /-Oj - / SC = 17+71 -- '� rOF�yT \ F\\ `/ \\ l � :v_�ra` C = 10 � Ha`:'v �� \ oF\ TO9 Fc To\ � I\\ \ o S \ \\ \ \ \ > TOBSI = 2659.8 AT R/W SI =2661.0 AT R/W r f� \ \\ r° O tiA �� w \ m p C, 0 EG - - - - - EG , // / / SL=40.1'TO CAP SSMH 2 w SSMH 3 SL=41.5'TO CAP 69 :, f`., k \�\ \\ \\F \ C ( @ ° MIN.) W" _ - _ _ (4"PVC @ 2%MIN.) \ \\\ \° 9: N \ \r \ \ \ Ec / / o �� r \ �O` O\ Q U) - - EG �� / 4"PVC 2/0 75 SSs\ r�- of ♦ TOeFG /�r \ \ 0 w TOB So /�Oe/ YzV; / / 19 SC = 20+89TOE Y ._ e>\ \ \O \ \ y \ °a O w m 3 E - -�E' / / / --� /5v / SC = 17+00 / S e SI _2661.4 AT R/W 68 \ -�' ,v' \r°e \ \\\ \F e� - TOE / / ;;; /\ - SL-41.5'TO CAP 1 I I \ m Z o SI -2659.4 AT R/W �6 s \\ °4"PVC @ 2%MIN.) ep1 _ \ \ FG r - Toe - - - - SL=39.4'TO CAP a ?p F C ( of \ r ®, :�;�.:-r.•,.- \ \ � \ _- TOB 4"PVC 2/o MIN SC = 19+43 _ BLOCK 7 ( @ ) \��sl sC 21+59 a ' SSMH 1 _ - _ ` �.,�� '„r ^,ti t, ice,y♦ SC - 18+02 SI - 2660.7 AT R/W �OaF SI 2661.8 AT R/W 76 SL= 25.0'TO CAP 4 1 \ \ i SI =2659.9 AT R/W ss 9 SL=41.5'TO CAP �� °E °e 4"PVC @ 2%MIN. rO r \ PIRR _ -I- - / ss SL=23.3'TO CAP ( ) w (4"PVC @ 2%MIN.) 66 SC = 16+25 (4"PVC @ 2%MIN.) \ e°I \ \ T°F ❑ e 12 SI =2659.1 AT R/W F F \ i r I \ SL=37.5'TO CAP �'/ �� ?rO o r°�� \ rOe ~ °I \ (4"PVC @ 2%MIN.) w 11 SC = 20+67 SS SC =22+31 3 EXISTING MOVADO ` SI =2661.3 AT R/W SI = 2662.2 AT R/W SUBD.NO.6 SS 10 SL=22.5'TO CAP SL=40.4'TO CAP O \ 4 PVC @ 2%MIN.) (4"PVC @ 2%MIN.) m W III EXIST.SSCO 1 4 ( - \ SC = 16+81SI SL= 2559'TO CAP 2? (4"PVC @ 2%MIN.) 12 o SSMH 4 BLOCK 7 w w / �6 ,Rq SC = 21+76 p SC =22+66 O m ) a w 11 EXIST.SSMH 5 SI =2661.8 AT R/W SI = 2662.3 AT R/W 65 I� BLOCK 10 Z0, SL=22.5'TO CAP SL I=40.4'TO CAP I� 93 1 PEPPER HILLS (4"PVC @ 2%MIN.) (4 PVC @ 2%MIN.) SUBD.NO.9 SC = 16+01 9 � EXIST.SSMH 4 y / w // SI =2659.0 AT R/W p a BLOCK 10 SSMH 5; �0 1 W - O m II � I a � � �xoNAL 6� �. SL-27.1'TO CAP 13 o w o �� 1sTE Gf �� - (4"PVC @ 2%MIN.) �( I I m w � 26 Pq9 N SC = 23+12 - - / 7 27 - SL=4665'TO CAP SI 22.6 AT W 0 6 o - - - - ` SC - 23+31 64 / /��D/ 14 SI =2662.7 AT R/W 4 PVC @ 2%MIN.) x -+ 8 SL=22.5'TOCAP �O a / �f OF - 410, (4"PVC @ 2%MIN.) _ " � o I / MIN P• �� w ° / SC = 14+33 14 SC = 14+21 SI =2661.3 AT R/W SC = 23+67 EXIST.SSMH 11 6 SI =2662.1 AT R/W SL=37.1'TO CAP - SI =2662.8 AT R/W I I / / / / a m Li U Lu SL = 58.4'TO CAP (4"PVC @ 2%MIN.) a SL=41.5'TO CAP o J a 1 (4"PVC @ 2,MIN.)28 (4"PVC @ 2%MIN.) 63 B Uj ~ moo 11 3 � SC =24+09 a O / / / o < C° ." _ SSMH 12 SI = 2663.0 AT R/W N y m W /` / / W z z 1 SC = 13+68 15 SL= 22.5'TO CAP ' �SC 24+27 � I � i a; I / � / z SI = 2661.5 AT R/W BLOCK 10 (4"PVC @ 2%MIN.) 11 y SI =26631 AT R/W 9 v SL=44.5'TO CAP = z 1 4"PVC @ 2%MIN. 3 SL 41.5'TO CAP m m 1 I 1 I / � o 3 I ( ) / 25 (4"PVC @ 2/°MIN.) 62 O I / o 5 _ / z Id a w o / / oLo o z 1 cc / CL w �cK 9 29 - III a ° / z a � °� 5 SC 14+26 SC =24+69 I 5 O IRI ERR G ¢ p z W 10 - - / SI = 2662.2 AT R/W SI = 2663.3 AT R/W �� m m \ J / / o C o �++ SL= 65.2 TO CAP 16 SL= 22.5'TO CAP - ❑ > o /' / z a x (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.)CIO �O III SC 24+92 ' // / m m r 1 3 SI =2663.5 AT R/W / CD ii: < z SL=41.5'TOCAP 61 �O / / m ¢ o SC = 12+65 N (4"PVC @ 2%MIN.) m c 1 H 1 SI = 2661.9 AT R/W OQv 5 SC = 13+62 - � 1 "' z BLOCK 10 I SL = 36.0'TO CAP x SI =2661.4 AT R/W wp p o 4 i (1"PVC @ 2/°MIN.) S Q �� SL=42.1 TO CAP 9 - y, / (4"PVC @ 2%MIN.) r 17 _ SC - 25+52 3 EXISTING MOVADO 3 SI =2663.8 AT R/W SUBD.NO.6 SC =25+63 I I SI = 2663.8 AT R/W SL=41.5'TO CAP 60 �O / �0 2 w 111 24 / SL= 22.5'TO CAP (4"PVC @ 2%MIN.) �� o �° / - QQe (4"PVC @ 2%MIN.)SC 12+70 / SI =2661.7 AT R/W SSMH 16 1 30 SSMH 11 SL=36.0'TO CAP / // / / ■ SC = 11+95 (4"PVC @ 2%MIN.) 3 SI =2661.8 AT R/W I 8 3 r T SL- 32. TO CAP 3 18 1 /o MIN. N ° ' SC =25+71 4 PVC 1 ( @ 2 ) QQQ SC = 24+45 SI =2663.9 AT R/W SI =2663.9 AT R/W SL-48.4 TO CAP _- 4- -- _ 23 SL=24.0'TO CAP SSMH 10 (4"PVC @ 2%MIN.) 59 ° II 0 � (4"PVC @ 2/°MIN.) / l y o 1 C4 z 1 BLOCK 10 19 o / /`°� // 1 �R ' °J 7 _ _ ( 31 Q 55 SC = 24+70 1 - 11+ SC = 23+65 / SI = 2664.0 AT R/W �QQ j w 1 SC 00 SI =2663.6 AT R/W SL =40.0'TO CAP , / a 0 Q cn 2 SI =2661.9 AT R/W _ SC = 10+95 (4"PUC @ 2/°MIN.) P / / u EXIST.SSMH 12 3 I d SL=35.5'TO CAP SL=24.0'TO CAP SI = 2661.8 AT R/W / o a Q 4 PVC @ 2%MIN.) a P (4"PVC @ 2%MIN.) SL= 36.5'TO CAP ( 58 °1 I = p� °• ° 3 (4 PVC @ 2/o MIN.) 22 x QJ I w w 'T 1 BLOCK 10 / O �� p / I o SI = 2663.7 AT R/W - " - 1 SC =22+70 / SL=40.0'TO CAP �� / ❑ �� A O 32 SI = 2663.1 AT R/W SSMH 9 (4"PVC @ 2%MIN.) / I PEPPER HILLS _ - w - - - SL= 25.5'TO CAP / / I SUBD.NO.9 17- ss L - - -I - - w vl)R (4"PVC @ 2%MIN.) 57 / =-- -- -- � Q ss - - - � w _ / - / -,�I - - ss - _ - 1 _ w n 18 - I _ - SSMH 7 21 ti3 SC =23+37 e °m /� G/ \ ) SI = 2663.5 AT R/W QQ / -� - - - - GIRR Y 19 0 _ COPPER POINT DR, w ss SL=40.0'TO CAP 20 , ss - - w (4"PVC @ 2%MIN.) �-�/oo ) / s r°e EXIST.SSMH 9 1 21 - SSMH 8 - EG x ss / � PEPPER HILLS o SUBD.NO.12 1 SC = 19+10 22 56 0//// o / 0% F EXISTING MOVADO SI = 2661.2 AT R/W SC = 19+79 SC = 22+83 ° G SL= 26.0'TO CAP SI = 2661.6 AT R/W SC =20+49 SI =2663.2 AT R/W BLOCK 7 SUBD.N0.6 I (4"PVC @ 2%MIN.) SL= 26.0'TO CAP SI = 2662.0 AT R/W SC =21+19 SL=42.0'TO CAP 45 1 a (4"PVC @ 2%MIN.) SL= 26.0'TO CAP SI = 2662.4 AT R/W SC = 21+89 SC =22+39 (4"PVC @ 2%MIN.) / w P 46 (4"PVC @ 2%MIN.) SL= 26.0'TO CAP SI =2662.7 AT R/W SI = 2663.0 AT R/W // / / m PROJECT NO. 19-0823-MS8 47 I BLOCK 7 a (4"PVC @ 2%MIN.) SL= 26.0'TO CAP SL= 31.1'TO CAP (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 55 /� / ♦� °° DWG FILE 1 C.300 49 50 // / // / / DESIGNED BY BT _- - 51 52 / / I III DRAWN BY JTA Toe I EG - - _ _ 53 �/ MUIR WOODS I w CHECKED BY BT -8- - - - - T°B_ _ 54 / m / SUBD.N0.1 E=_- - _ - TOB _ - - _ - TOB - - / °° /° g i ISSUE DATE 01/20/20 EG EG Toe '4� / p0 EG - EG E _ - TOB / OE - Tog - - =TOB= - _ _- Ec _ EG - - - - - / /// / I HORIZ.SCALE AS SHOWN Toe / - EG _ VERT.SCALE AS SHOWN TOE TOE I TOB EG EToe EG TOB .pf. B // - I E6 TOE, EG TOB t0 CG/ / / 70 _ 70E EG Toe EG TOB TOE MUIR WOODS _ z - TOE - _ - - EG - - EG _ _ TOB - _ _ - i08 ■ 0 O - _ -SUBD.N0.1 - - TOE - - �� - TOE - TOB =EG _ _ - - - -� EG - - - - - EG oe TOB _ EG SHEET 6 OF 16 DACivil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.300(Sewer Plan and Profiles).dwg -T9�E J \ \ rOf rob \ \\ ro \ \ \ O Y ti\�, r v.1•Y_i�r.,1`1,.Y ir•u\Y_.Y ir•ti\1,.Y ir•u\I,.Y ir•�y1,.Y i'•v\�,.Y v -Y TO rp \ B \ f�\ \ \ \\ \ \ \ ✓ G E / OG, / / , ,1J - - - - PIRR .1J V'�: JJ�'Y�� .lJ V'�: ..\\ \ `\ \ \ fc\ \ \A BF \ / PIRR - - _ r':_; ,v ,>. T\\ \ \ �\ \ fc \ \ \ aR PIRRTpf\ - - - PIRR / / a 73 72 \ ArRR ^Yrp \ \ \\ \ \ \\F \\fc \ n _ y T •' / / CD \ r0A \\ rOF °HA Z T T // w o0 C,() NCD SC = 18+87 \ \ rof re \ coo °o .2 SI - 2660.4 AT R/W \ \\ rof \ \ \ \r°e \ J > SC = 19+58 RR\ \ \\\ m p o0 0 SC= 18+27 \\\' v::,k r \ \ \ \ \ fc \ \ Q o SL=41.5'TO CAP \ \ \ SI = 2660.1 AT R/W ( " ° ) \ \ \ - v 4 PVC @ 2°/ MIN. f /// SL-42.5'TO CAP SI = 2660.8 AT R/W 70 \\ 'r \ \ \ \ \ \ _ �/ / ��/ : Y / 74 (4"PVC @ 2%MIN.) (4"PVC @SL 20 CAP) \\rO\ \v \k rOf \ \ TOe\ \\ \ roe o z 3 R o ° / ° MIN. o CD / SC = 17+71 is+, SC =20+10 ° <° SI = 2661.0 AT R/W rOf ro °e \ rOe 2C / / //�/ SI = 2659.8 AT R/W \ f \ \ \Ile- SL / a yY/, // SL=40.1'TO CAP r =41.5 TO CAP 69 , %- ° (4"PVC @ 2/°MIN.) ro \ -. � -1., c� (4"PVC @ 2/°MIN.) SEWER CONSTRUCTION NOTES r > yr \ rpp ZL POTABLE/NON-POTABLE CROSSING. SEE SEWER AND / ' 1 / 75 �� SSMH 3 - ep! \\ -= °f \ WATER NOTES NO. 2 AND 3 ON SHEET C.100 155.3° 19 SC -20+89 �; �, r°ak \O � _ rp \ r�„ y I_ * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SSMH 1 156.7° h� SL=4165'TO CAP1.4 AT 68 \ \\\\ \ \ \ SC = 17+00 1$ SS moo• ° ao CIVIL INNOVATIONS SEE SEWER NOTE N0. 4 ON SHEET C.100. SI =2659.4 AT R/W j (4"PVC @ 2/°MIN.) \ \\ NORTH 3 SL=39.4'TO CAP a 159.0° p0R BLOCK 7 (4"PVC @ 2%MIN.) Q�� SC = 19+43 SC = 21+59 R SI = 2660.7 AT R/W ss \\ \ 76 .�0��' SC = 18+02 SL= 25.0'TO CAP SI =2661.8 AT R/W \ p \ \ PRR \ SL=41.5'TO CAP \ �\ / es SI =2659.9 AT R/W (4"PVC @ 2%MIN.) h� (4"PVC @ 2%MIN.) \ ep\\ SL=23.3'TO CAP 031 66 \ _ 16+25 A.- (4"PVC @ 2%MIN.)SIC= 26591 AT R/W SS \o�40 60 40 20 0 40 80 1 5 \ SL= 37.5'TO CAP (4"PVC @ 2%MIN.) SC =20+67�k \ a SC 22+31= HORIZONTAL SCALE IN FEET MIN.) (\ SS SI =2662.2 AT R/W �xoNAL 10 SL 22.5'TO CAP SI = 2661.3 AT SL=40.4 TO CAP = � �'®� 4 PVC @ 2%MIN.) 6 4 2 0 4 8 % (4"PVC @ 2% " SS\ ,�p,`� VERTICAL SCALE IN FEET G SC = 16+81 �k V` SI =2659.4 AT R/W SL=25.1'TO CAP o ,% (4"PVC @ 2%MIN.) 22 180.0° 12 p BLOCK 7 �? o%�e % �� SC = 21+76 ° ° ` SC = 22+66 65 41', / 410- SI =2661.8 AT R/W SSMH 4 149.3 SI =2662.3 AT R/W N P- SL=22.5'TO CAP SL=40.4'TO CAP EXIST.SSC01 BLOCK 10 p99 (4"PVC @ 2%MIN.) (4"PVC @ 2/°° MIN.) / 9 133 w '/ sc = 1s+o1 BLOCK 10 a u SI = 2659.0 AT R/W 149.3° °; W a ° j SL= 27.1'TO CAP QFe' 13 = o z (4"PVC @ 2%MIN.) SSMH 5 z a o m oz > ss 26 N e SC =23+12 O z EXIST.SSMH 5 27 P,q SI = 2662.6 AT R/W cc o 7 QP SL=41.5 TO CAP 64 z � c� ", SC =23+31�k y (4"PVC @ 2%MIN.) o CD o o z SI = 2662.7 AT R/W a TI o wLD 8 SL= 22.5'TO CAP CD a z z L -N - (4"PVC @ 2%MIN.) z a v N EXIST.SSMH 4 w o 0 \\ ` QeQ 14 v' 10.50' C) CO z 1 SC = 14+21 SI = 266101 , AT R/W z m SC = 23+67 o SEE SHEET C.302 � J � W Q O LU CO � � z 1 SEWER PLAN AND PROFILE SCALE: 1" = 40'-0"HORIZONTAL AND 1" = 4'-0"VERTICAL ■ Ci E. GOLDSTONE DR.AND S.JURO AVE.SEWER PROFILE-STA 15+00.00 TO STA 23+50.00 m 2675 2675 2m O w o = o cc 2670 2670 - FINISHED GRADE AT 0 z Q PIPE CENTERLINE C) ------------ -- --- ------ ---- -------- ------------ L ------------ ---------- ---- -------- LU ----- 12"SD ------------- ---------- ---------- -- --- ------- ------------ -------- ----------- EXISTING GROUND AT C/) 12"SD PIPE CENTERLINE 2665 O 2665 Q 12"SD Q EXIST.12"SD-� II 45.73 LF 8"PVC @ 0.42% O 2660 � � ° ��2.93�13LF.8-�PVC@0.60% 2660 269.43 LF 8"PVC @ 0.40% SSMH 4 SSMH 5 79.10 LF 8"PVC @ 0.40% STA= 22+23.91 STA=22+73.64 pVC @ 2,39°I° SSMH 3 RIM = 2668.76 RIM =2669.03 TT.82�F$ SSMH 2 STA= 19+50.48 8"INV IN=2659.75(SE) 8"INV IN= 2660.04(S) STA= 18+67.38 RIM = 2667.38 192.19 LF 8"PVC @ 0.41% 8"INV OUT=2659.65(NW) 8"INV OUT= 2659.94(NW) _ _� 8"INV IN= 2658.57(SE) _J �_____ RIM = 2666.95 --- 66.08 LF 8"PVC @ OAN ° SSMH 1 8"INV OUT=2658.47 W 2655 ---- ---- ----- STA= 17+85.55 8"INV IN=2658.15(E) ( ) 2655 PROJECT N0. 19-0823-MS8 EXIST.SSMH 5 EXIST.SSC01 RIM = 2666.52 8"INV OUT=2658.05(W) DWG FILE C.301 (PER MOVADO SUBD.NO.6) (PER MOVADO SUBD.NO.6) 8"INV IN=2656.19(E) DESIGNED BY BT STA= 15+23.28 TO BE REMOVED 8"INV OUT=2656.09(SW) RIM = 2665.81 STA= 15+91.36 DRAWN BY JTA 8"INV IN=2655.03(NE) RIM = 2665.26 CHECKED BY BT 8"INV OUT=2654.99(W) 8"INV IN= 2655.30(NE) ISSUE DATE 01/20/20 8"INV OUT= 2655.30(SW) HORIZ.SCALE AS SHOWN 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 VERT.SCALE AS SHOWN Cm301 SHEET 7 OF 16 DACivil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.300(Sewer Plan and Profiles).dwg COD TO "'� V� TOE TOE/ TOE TOE TOE \'f" go \ l \ \ E TOE - 1 �o \ - - - - - - - - - - 4- \ \ TOE OE TOE I TOE TOE ! TOE TOE TOE TOE TOE � T TOB TOE o O� mO� o l O�DOO�DUOODO DODO DO D� DO DO DOD D GBD D DT D D D D f\ O O O O O O O O O O O O y O ��O Z r r .1. EG G LL 00 E aald aald O j N 00 0 aald aald d d aaldui t\_' / aald aaw a M o ala cz 0 LI ON - L 0_ m LLI z BLOCK 7 64C:l 65 63 62 61 60 o Lk? 59 Z CD SEWER CONSTRUCTION NOTES T POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER NOTES N0. 2 AND 3 ON SHEET C.100 CIVIL INNOVATIONS SC =23+12 SC = 23+67 EWER SERVICE T BE PLACED IN WATER LA PIPE. � SC = 22+66 SC = 24+27 SC = 24+92 SC =25+52 NORTH SEE SEWER NOTE NO. 4 ON SHEET C.100. SI = 2662.E AT R/W SI =2662.8 AT R/W SI =2663.1 AT R/W 66 SI = 2662.3 AT R/W SL=41.5'TO CAP SI = 2663.5 AT R/W SI = 2663.8 AT R/W SC =25+71 SL=41.5'TO CAP SL=41.5'TO CAP SL= o SL=41.5'TO CAP SL=41.5'TO CAP SI = 2663.9 AT R/W 40.4'TO CAP (4"PVC @ 2%MIN.) (4"PVC @ 2/o MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) SL=48.4'TO CAP SC = 22+31 (4"PVC @ 2%MIN.) SI =2662.2 AT R/W o SL-40.4'TO CAP _ w . . / (4"PVC @ 2%MIN.) w' a ° � M S.JURO AVE. M I M I I SSMH 5 ss ss - 135.0° 60 40 20 0 40 80 149.3° ss ss \ o� Trs I 23 24 25 SS SSMH 6 HORIZONTAL SCALE IN FEET of � ®� ' 149.3° 68 SC = 23+31 * SC = 24+09�t SC = 24+69 SSMH 10 I co 6 4 2 0 4 8 SC =21+59 g° SSMH 4 SI = 2662.7 AT R/W SI =2663.0 AT R/W SC = 25+63 0 ANAL SI =2663.3 AT R/W r) SI = 2661.8 AT R/W i SL= 22.5'TO CAP SL=22.5'TO CAP SI =2663.8 AT R/W � VERTICAL SCALE IN FEET SL=22.5'TO CAP SL= 22.5'TO CAP v n�SL=41.5'TO CAP titi (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) o ~ Ig1J (4"PVC @ 2%MIN.) yy (4"PVC @ 2/o MIN.) \LLL.I s CIO 06III I LU r0 SC =21+76 SI = 2661.8 AT R/W ��J OF SL= 22.5'TO CAP IN P �'O� ° (4"PVC @ 2%MIN.) 14 15 16 17 SC =20+89 yy SI = 2661.4 AT R/W SL=41.5'TOCAP 960, Li � (4"PVC @ 2%MIN.) o J U cc U a O LU BLOCK 10 o2-- cc C) 13 aald aald aald o z > m 5 a n z Q 0 SEE SHEET C.301 o z oC w CDU U Z = 0 0 0 CD a- L� seH � OC O CD Z w a } w oC oC Q CDZ U co O W OU p CO O = w zw °O � 1 SEWER PLAN AND PROFILE CD¢ SCALE: 1" = 40'-0" HORIZONTAL AND 1" = 4'-0"VERTICAL o J = w o c n == _ w cn F- � � z E. GOLDSTONE DR.AND S.JURO AVE.SEWER PROFILE-STA 21+50.00 TO STA 26+00.00 w 2675 2675 O FINISHED GRADE AT PIPE CENTERLINE O 2670 2670 w C4 o = o ------------------ < a_ ----------- ---------------- ------------ ----- 12"SD EXISTING GROUND AT Q z PIPE CENTERLINE im Q cc L 2665 2665 = w w y � w O 45.73 LF 8"PVC @ 0.42% 293.13 LF 8"PVC @ 0.60% SSMH 6 a 2660 2K 3 LF 8"PVC @ 0.400/- STA = 25+70.78 2660 SSMH 5 RIM = 2670.47 O SSMH 4 8"INV OUT= 2661.80(N) STA=22+23.91 STA= 22+73.64 4"INV IN = 2662.14(SE) R 2 RIM = 668.7E RIM = 2669.03 RI INV I6 2659.75(SE) 8"INV IN=2660.04(S) 8"INV OUT=2659.65(NW) 8"INV OUT=2659.94(NW) 2655 2655 PROJECT NO. 19-0823-MS8 DWG FILE C.302 DESIGNED BY BT DRAWN BY JTA 21+50 22+00 23+00 24+00 25+00 26+00 CHECKED BY BT ISSUE DATE 01/20/20 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm302 SHEET 8 OF 16 DACivil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.300(Sewer Plan and Profiles).dwg SEE SHEET C.302 __ SC = 14+33 SI =2661.3 AT R/W f 6 SC = 14+21 SL=37.1'TO CAP SC =23+67 SI = 2662.1 AT R/W 4 PVC @ TO MIN. SI = 2662.8 AT R/W SL= 58.4'TO CAP ( � ) SL=41.5 TO CAP 1 (4"PVC @ 2%MIN.) ° a (4"PVC @ 2%MIN-) 63 28 a SC =24+09* SI = 2663.0 AT R Cj N � SSMH 12 /W SL= 22.5'TO CAP 1 15 (4"PVC @ 2%MIN.) SC = 13+68 157.5° SC =24+27 I SI = 2661.5 AT R/W BLOCK 10 SL 44.5'TO CAP _ y SI = 2663.1 AT R/W 1 = 1 (4"PVC @ 2%MIN.) o 25 SL=41.5'TO CAP 5 �° / i (4"PVC @ 2%MIN.) 62 n 29 Q 55 ,tea r 9 0 / W Z r r 1 SC = 14+26 SC =24+69 a w °r° SI = 2662.2 AT R/W SI = 2663.3 AT R/W o O c� C? SL= 65.2'TO CAP SL= 22.5'TO CAP 3 c, r 16.60 (4"PVC @ 2%MIN.) _ (4"PVC @ 2%MIN.) y jC0 o°Oo SC = 24+92 4? ti ti SI =2663.5 AT R/W Fj o .o 1 SL=41.5'TO CAP ' Q cro SC = 12+65 * / m N LLi m o W �? 1 (4"PVC @ 2%MIN.) 61 O 0_ o z I SI =2661.9 AT R/W / ° _ co BLOCK 10 SL=36.0'TO CAP 4 SC = 13+62 3 T 1 (4"PVC @ 2%MIN.) Q�► SI = 2661.4 AT R/W 1 p SL=42.1'TO CAP Z 4 (4"PVC @ 2%MIN.) y � � 5• / 17 ^ 1 SEWER PLAN AND PROFILES � SC = 25+52 ■ SCALE: 1" = 40'-0"HORIZONTAL AND 1" = 4'-0"VERTICAL SC =25+63 SI =2663.8 AT AP � , SI = 2663.8 AT R/W 3 SL= @ TO CAP 60 I ' 24 Q11 SL= 22.5'TO CAP (4 PVCC @ 2/°MIN.) _ _ 1 5y (4"PVC @ 2%MIN.) SSMH 6 CIVIL INNOVATIONS NORTH I SC 12+70 30 ��s°SSMH 11 SI =2661.7 AT R/W SEWER CONSTRUCTION NOTES SL=36.0'TO CAP � POTABLE/NON-POTABLE CROSSING. SEE SEWER AND 1 SC = 11+95 (4"PVC @ 2%MIN.) ' WATER NOTES N0. 2 AND 3 ON SHEET C.100 SI = 2661.8 AT R/W T QQQ * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. 3 SL= 32.7'TO CAP 142.7° 18 1 (4"PVC @ 2%MIN.) SC =25+71 SEE SEWER NOTE N0. 4 ON SHEET C.100. 1 SC 24+45 SI = 2663.9 AT R/W = SL=48.4'TO CAP SI =2663.9 AT 4"PVC @ 2%MIN.) 23 SL=24.0'TO CAPAP SSMH 10 ( 59 NAL y QQ (4"PVC @ 2%MIN.) 1 p 60 40 20 0 40 80 ��No'S TE L��f ' HORIZONTAL SCALE IN FEET 19;� I BLOCK 10 ° 55 0T62 1 19 °°' 6 4 2 0 4 8 ,9 �O 1 31 p Elle�� SC = 24+70 ��/� e� SC = 23+65 SI =2664.0 AT R/W 41 O OF SC = 11+00 SI =2663.6 AT R/W SL=40.0'TO CAP VERTICAL SCALE IN FEET SI =2661.9 AT R/W SC = 10+95 SL=24.0'TO CAP (4"PVC @ 2%MIN.) 2 j SL=35.5'TO CAP SI =2661.8 AT R/W (4"PVC @ 2%MIN.) / r (4"PVC @ 2%MIN.) SL=36.5'TO CAP 55 T °So I (4"PVC @ 2%MIN.) 22 ' 58 �O � v w 10.50' BLOCK 10 1 4.50' QQ CCLUa o 1 20 / Q /a = CDC Q � oz / SC = 24+00 o m ° SI =2663.7 AT R/W / /�� v, z > 1 a 3 ' SL=40.0'TO CAP y z SC =22+70 (4"PVC @ 2%MIN.)2 SI = 2663.1 AT R/W o z SL= 25.5'TO CAP SSMH 9 } / o v v w _ _ a - - (4"PVC @ 2%MIN.) o o ' 57 QQQ o° / / PI z R 167.2° 1 o0 o Z 8 / -°9�' ccse o EXIST.SSMH9 w - 21 s0 / � ao z w a cc 18 ss - - 1 - - _ w ti3 SC = 23+37 ° // �% a a z � 19 ss - -83.9°- _ SSMH 7 w w o SI =2663.5 AT R/W °� /0 �{ w o 0 180.0° ss i- E.COP R p w 5 a SL=40.0 TO CAP / / / C = z N 20 ' ss PE OINT DR. W j90 (4"PVC @ 2%MIN.) Q / / m w o ° 180.01 ' ss - w �Q / /% toe co a° ) o 134.0' / / cc w ¢ o SC = 19+10 0 22 56 °�� /°� / Cl) c o I a SI = 2661.2 AT R/W = // °/ SL= 26.0'TO CAP SC = 19+79 SC 22+83 SI = 2661.6 AT R/W SC =20+49 SI = 2663.2 AT R/W �� 1 (4"PVC @ 2%MIN.) SL= 26.0'TO CAP _ SL=42.0 TO CAP 1 ° SI = 2662.0 AT AP SC =21+19* SSMH 8 QQ (4 PVC @ 2/°MIN.) SL= 26.0'TO CAP SI = 2662.4 AT R/W SC = 22+39 (4"PVC @ 2%MIN.) �// I 4"PVC @ 2%MIN. SC = 21+89 �Ic / / ( ) SL= 26.0'TO CAP SI =2662.7 AT R/W SI =2663.0 AT R/W 0/ // of/ / 47 BLOCK 7 (4"PVC @ 2%MIN.) SL=26.0'TO CAP SL=31.1'TO CAP /% 0' / I (4"PVC @ 2%MIN.) (4"PVC @ 2%MIN.) 55 49 50 ° 51 52 / / O I 53 54 // / / Z Z E.COPPER POINT DR.SEWER PROFILE S.SAFRIO PL.-SEWER PROFILE O 2675 2675 - 2675 2675 O J = O Q m � - o EXISTING GROUND AT z Q PIPE CENTERLINE FINISHED GRADE AT 0 Q PIPE CENTERLINE 2670 2670 2670 2670 W w --------- ------- ly LU ------------------------- -------- ------------ -------------------------- - --------- ------------- ----------- O------------------------------- FINISHED GRADE AT PIPE CENTERLINE EXISTING GROUND AT Q PIPE CENTERLINE 8"W 12"SO 1 "SO EXIST.12"SD 4"PI 2665 2665 2665 2665 14EXIST.4"PI 8"W 160.37 LF 8"PV @ 0.600o 77.12 LF 8"PVC @ 0.40°° SSMH 10 0 STA= 24+77.07 26.59 LF 8"PVC @ 0.60% 2660 SSMH 9 RIM = 2670.69 2660 2660 SSMH 12 2660 1.11% STA= 23+12.69 LF 8"PVC @ 0.43% 220.98 L SSMH 8 8"INV OUT= 2662.02 (SW) 1 gg.gg LF 8"PVC @ 0.40% STA H 14+33.48 STA= 22+31.57RIM = 2670.03---1297.84 --Ji 117.54 LF 8"PVC @ 0.41% RIM = 2669.58 8"INV IN=2661.05(NE) SSMH 11 RIM = 2668.65 STA= 12+02.89 8"INV OUT= 2660.35(SW) 8"INV IN= 2660.64(NE) DWG FILE PROJECT N 19-082 C 303 _______� 8"INV OUT=2660.95(SW) 4"INV IN = 2660.69(N) SSMH 7 8"INV OUT= 2660.54(W) SSMH 7 8I WV I2662658.99(NE) EXIST.SSMH 9 STA= 20+06.59(W/E) STA= 10+00.00(N) (PER MOVAD SUBD.N .6) DESIGNED BY BT STA- 10+00.00(N) STA=20+06.59(W/E) 8"INV OUT= 2658.89(S) RIM = 2668.43 2655 2655 2655 EXIST.RIM = 2667.07 RIM = 2668.43 2655 DRAWN BY JTA 8"INV IN= 2658.09(E) STA= 18+85.05 8"INV IN= 2658.09(E) CHECKED BY BT ADJ.RIM = 2667.78 8"INV IN= 2658.09(N) 8"INV IN= 2658.09(N) (MATCH FINISHED SURFACE) 8"INV OUT= 2657.99(W) 8"INV OUT=2657.99(W) ISSUE DATE 01/20/20 8"INV IN= 2657.51 (E) (BLOCK-OUT) 8"INV OUT= 2657.48(W) H RIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN 18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 9+50 10+00 11+00 12+00 13+00 14+00 14+50 Cm303 SHEET 9 OF 16 DACivil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.300(Sewer Plan and Profiles).dwg `pe /�/ E — CENTERLINE EIGHT Fc _ \�� \\ \ °° \rO\ ffi WATER PLAN // < / G O _ _ — roB Fc\ TOf \ \ oe — —��ToMILE CRE=�_ CRAWFORD I /\ toe - - - T r \ r \\ \ \ ® c \ — / °P �®— —_ °B — — °e r°F \r \ O \FNT \ \ PLACE I w SCALE: 1 — 50 - 0 HORIZONTAL _ PPER/ _T I / roe \\ \ \r°e \ iqR \ \ �HG rOF \FRC/N\rO \ SUBDIVISION PSUBD NOL2 e �� ✓ �'- - `J ;%°•v; v=%=-. v-;-:.v v=>;r r; ,, \ \ \ \ \ \F F I 50 25 0 50 100 _T PIRR — — — -_�:�� r°eV v s v r°� r°e v v °e CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET A \ \ 9p\ \ �� / / �e'.u I ;•'c- / -J_�Y;,•, - A A V A P° VA To G V 'Y A V FUTURE NORTH CONSTRUCTION KEY NOTES C■� SUBDIVISION °o� 73 72 \ \ x re \ \ \ \ �\ ��\\o \ \\♦ \ roe \ \ I WATER PLAN / 71 A,RR .: ly. ° \ \ \ \\\ \\\ \ \\ \ \�\ ♦ \ \ T \ I Ida IT81 Tee, 8 x 8 x 8 e\ \e r\ �'QQ O \ \ c♦ \\ \ \ \ m PEPPER HILLS / o g� <o /�// K \FG c o� \\ oe \ O roe eC `♦\ \ \ \\ I $UBD.N0.8 n /.O/ \,i p/ ♦ � \ \ \ °F/A \\ rOF r I II II II T E22 K RR \ w`<Sk\ \ r \ \ \\\ \ \ \\ \ \ w T6 Tee, 8 x 8 x 6 o / r / WS2 \ r- T ly/\= \ F roe ro\ �c \ \ / / /// K K 70 \ T� \ \ \� e \c\ \\ I a \ \e \\ w00 / / k / 74 E11 \ \\\5 v ° F° roa ♦ \ O CIO N C _ <° / // / >' e� WS2 E11 E11 p,\ r� �\♦,\ \ \ \ I \ \\♦ I I / V8 Valve, 8"Gate T aIRR // / / / // < / o // ,r v+ ,. M 00 M k _ // K H w \ m o o v v v vv r Q EG _ TOB__ E.G eG/ / /i/ /// LF 81,pVC K 69 \ 'J. b \� \ \ \ \\�\ tip \ ° \ Iti \ \ V6 Valve, 6"Gate _ 15 LF 6"PVC w - w 13 LF 6"PVC \\ \\ \ \\ \\ ° / � r I �° o Q � II \ /�(-SOU EG — ,` ``': �� 75 43 LF 8 PVC ll g\ e roe ec\ ` ~ \ \ O LU Z_ / / F. / ; I r e� sS 1'1 °1 '� k�`' \ \ I \ ro O 00 / / t° / 0 ice; - :, \ I \ " o _ TOB / _ - / / ,.�iD"->^, \ \ 9 \ E11 Elbow, 8 , 11 1/4 w o TOE — — K E11 S ^ re T r� \ \% I I M = E — — — — 68 TOE / /// '�� '\ WS2 WS2 \ ��`y \ r° rose o� I I V O v s \\ ram= ° Z / �/// .8 ��F epf \\ �:'�_ � � �Fc w I ~ E22 Elbow, 8", 22 1/2° - — To — — — — — TOB of / 61 LF 8"PVC \ r \ G �I \ B OB BLOCK 7 -_. J 31 LF 8"PVC \ ,-,- -,- - -° — ERR � 11 LF 8 PVC \ , � �:;,_ ��,� �,, -; � �\ 76 WS2 \ \ ?s ss \ \ _' so \\o roF \ oe k . \ r \q\ \ ec 'go \ \ E45 Elbow,8",450 PIRR _ —I— — PI R �` T6 h WS2 66 \\ I \ 'o �G , ? V6 \ �S6�F ``o e°! r \ \ r°F e \ '°F °~� E90 15 �` so. ��Q WS1 F,�� 8 �.�. r \ I ❑ Elbow,8",90° p�/ rOs \ EXISTING 11 �osro\c E22 K \O o I w \ 13 MOVADO SUBD. ` T K SLV T6 A'Fp9 o I \m° \ Reducer,8"x 6" NO.6 ♦` s 10 V6 .� \O m III I \ \ W 3/4"Single Water Service Per City Of Meridian 9 `� \� o I.�1 1 WS1 Standard Drawing No.W1 &W2 EXIST.8"WATER � 9 O I w l I s V8 PER MOVADO w SUBD.NO.6 12 P BLOCK 7 W I I I a N 1 3/4"Double Water Service Per City Of Meridian / % Prgq K 41 LF 8"PVC 65 OOP m I i I° I I I WS2 Standard Drawing No.W1 &W3 e5 10 I I I°I I c PEPPER HILLS BLOCK 10 P WS2 aA' c\ I I I I I1 SUBD.NO.9 I SLV Water Service Sleeve (6"PVC Schedule 80) / g PLU �3• O I I I See Water Note No.4 On Sheet CA00 BLOCK 10 _ m 13 WS2 \O o [_�] Temporary 2"Blow-Off Assembly Per City Of Meridian ��, FIST Eli' Gf y StoN/ 1 55 LF 8"PVC I I I m w Standard Drawing No.W13 Q) �� E.�' / 5 QP� Ia m/ Fire Hydrant Assembly Complete Per City of Meridian Standard W _ —1— — — w / �\ 26 °rqq E22 K O I f I H Drawing No.W8 (Also See City of Meridian Standard �I 06� 7 27 �� / / — ` 64 Drawing No.W9 for Water Service/Fire Hydrant Location) 8 \O I I om I / / P.C.C.Thrust Block As Required Even If Not Shown �� OF �� IN P Z� 14 w ` I EXIST.FIRE I I / / /J o I I ❑ After Testing And Approval, Remove Existing HYDRANT 6 K Blow-Off And Connect to Existing Water Main 1 / w 28 WS2 V6 25'MIN. 63 B m II I I I `I I I °� / / // /° ° � o 1 1 3 EXISTING I I w Q o z MOVADO SUBD. y I I I .I I °C w / / a m No.6 H K K V8 V6 T6 y WS2 O m I I w o I I� J 1 / / WATER LINE NOTES w ¢ z 1 15 A I I I UI / / POTABLE/NON-POTABLE CROSSING. SEE WATER k z z 1 i 5 LF 6"PVC H K 91 I I Ian // 161 / NOTES NO. 2 AND 3 ON SHEET C.100 0 s!�� 5 LF 6"PVC BLOCK 10 _ O I I I / NOTE: MIDSECTION WATER MAIN HALL HAVE FEET F z = U "'/ 0SS 5 0 02 � z I R 25 SLV WS2 13 LF 6"PVC 62 m I I I �II \ / / COVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER. o I 1 o w 3 w �cK g �� 5 i ` 29 v� > ��OW 1 �I� I I / °� / / z o - `� Q `O' a IRIR GIRR c a z cn 0o W 10 —=I ros ol � O W i 1 / / o co we o o WS2 16 m �l j I C I z m LU I � 0pC SLV WS2 _ 61 2j / LL,UD ao = o BLOCK 10 OQ� V� *�_ 9 �° PEPPER SUBDN IL9S41 � J9.50' \ / / 9 — -1 \ 1 s� ��' 17 10.50' 60 �- --1 I 24 K �E22�Ell - / goo °so 25 LF 8°PVC E11 K 1 I 30 � 3 25 LF 8"PVC 8 3 3 WS2 18 � 1 WS2 °� In I I I I QQe S / � ❑ � - -- WS2 Ia II I A Z -� - 23 59 0 I � � / / o° ll° �Iw I 3 25'MIN. o I 1 i >3 �,�o� ° m / 1 1 1 y 1 C/� o 1 BLOCK 10 a 19 �Q° Q� //' /`° / I I I I o 7 I — EXISTING I J QQ ` 'V WS2 / I• — R MOVADO SUBD. 31 Q``/� Cm I 1 A z No.6 1 °� .' QQe // I I I 1 0 cC 1 z 1 _ �p� '� EXIST.FIRE 3 oQ�Q 9 i I I O I� K V6 T6 58 0��\ �° I L.0 HYDRANT __ I _ EXIST.8"WATER °4.50' I . � i' PER MOVADO K V6 T6 10.50' 22 BLOCK 10 O /�P I I y SUBD.N0.6 CA 13 LF 6"PVC 20 1 LF "PVC °0 a / o I I I I 3 6 35 LF 8"PVC SO QQ °tQ�• / / �I A O \ / 1 I 32 o H K WS2 WS2 /� / m III w PEPPER HILLS — ss — _ — — 1— w - - y / o 1_ _ — w 57 \ / ,g ad I SUBD.NO.9 ss I — —� I PI PR / �� _E. COPPER POINT OR 1 I I w 133 W - P 21 H K 1 - LF 8 PVC °0 O W : 8 MILE CREEK Y - 254 LF 8 w ss 57 LF 8"PVC Q / °/ ss C w // /1°0 / rOe / / 3 — EG a X 1 N s - E11 K / 1 T 56 / / —� E I PEPPER HILLS 0 39 LF 8"PVC /�°/// °° / °yA I N�BLOCK 7 SUBD.N0.12 EXISTING I WS2 T8 `° E45 �QQ // �° / a M MOVADO SUBD. / 45 46 N0.6 V8 WS2 WS1 WS2 K / / o � P PROJECT NO. 19-0823-MS8 47 1 BLOCK 7 a V8 SLV SLV 55 DWG FILE C.400 1 49 50 K S /// / I III I DESIGNED BY BT EG Toe I 51 52 %/ II I DRAWN BY JTA TOB_—_— — — — TOB — — — 53 54 % / 0/ // / / MUIR WOODS I w CHECKED BY BT SUBD.NO.1 EG — EG — — — — — — Toe — —_ — — TOB — / / / ° `°0 g I I ISSUE DATE 01/20/20 - TOB -- - - TOe EG E EG Toe / - - TOE — eG — — EG \ HORIZ.SCALE AS SHOWN _ _ — EG — VERT.SCALE AS SHOWN TOE TOE 1 TOB —E70B _— EG TOB °� e / / / / / // I I — 1 EG TOB EG TOB TOE EG EG Toe TOE — TOB I I CA00 TOE ! z TOE EG EG TOB TOB TOE �.i _ y TOE Toe — — EG —_— EG — —� EG EG TO — OB TOB Ec / / SHEET 10 OF 16 D:\Civil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.400(Water Plan).dwg - - - - - - TOB - - - - \ \r \\ \ \ O CFI °ems CRAWFORD I /,/ , k k — TOP __ — — TOE _ _ _ °f�� \r0& \\ \ T9\ I I w ^ PRESSURE IRRIGATION PLAN / — \ \ e \ \F \ PLACE PEPPER HILLS / / / -a�- _ - � .7'�i} ;.7'v; ;.7'v;. .7�4;::c .,r ,.:, .,r %"-� _-=TEE____ _ � \\ \ c \ roF \ \ � To �/ \ \ °e �� / r� H� F \FR/r°F \ \ SUBDIVISION I I SUBD.N0.2 u I II SCALE: 1 = 50' - 0 HORIZONTAL O / �� / / / '•'c�.7 PIRR -PIRRCF e A ` .. \ \ e \ 9 \� \ PIRR oe 4/j r\ \ r \ c PIRR FR</iy \C,y� rOe \\ 50 25 0 50 100 \� I FUTURE MOVADO �/ / / / �� / / %''°�'�'` pi \ \ M/ \ \ r o �tG / / // -'�,' / \ Rq _t"'i''?=\r' 9 \ HT <F \ \ \\\\ \ \ of \ \rF \\ �+ I CIVIL INNOVATIONS SUBDIVISION / /// /j �P��/ / /ji' Qe� S1 S1 1 \ �'7, \ \ r°C9Fc \ \ \\ \\ �� \ \ w HORIZONTAL SCALE IN FEET $ \ T„ _ \ \ e \�. rOe \ \\eZoe qG�°p \ \ I a NORTHCj ° /o% T 73 72 \ �_a - k ° \ \ qc \\\ rq \ \ \\� \ 10& \ T 71 pqR � EXIST.6 PIRR \�\ \\\ \ \ \ I� I PRESSURE IRRIGATION NOTES: � \ �'�PER MOVADO r PEPPER HILLS /EXIST.6"PIRR / / \ e °e\ ecr°\ O \ \ sec\ \ m s 1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL �� \ SPINE ROAD \\ \Fc \\ O r°e \ \ \ \ \ w I SUBD.N0.8 PER MOVADO _ e \ of q \ BE OWNED AND OPERATED BY NAMPA AND MERIDIAN IMPROVEMENTSvA ° v v r I IRRIGATION DISTRICT. n iSPINE ROAD :_ / $1 v 'RR �`-_p„S1 v� v vv vvvv °tiA Av roF \ \r IMPROVEMENTS- r°e\FC sec r \ \ \ \ 70 \ \ �\ \ F \ 2. A CONNECTION BETWEEN THE PRESSURE IRRIGATION o_ _ �,, R G/ j< o/ ,,';';" � \\p '; r _; P \\ \ \ \ \ ec I I AND DOMESTIC WATER SYSTEM WAS INSTALLED AS w °O PAR / // ., ¢` R • \ \ \ \ I \ \ \ r E / e\\ m \ o \ \ F PART OF THE MOVADO SPINE ROAD PROJECT BACKUP O cn N °O o —_— x SOURCE FOR THE PRESSURE IRRIGATION). > oo — TOB E.G / / / // ` .,r� _ 69 1�s� �, \ \\ \ \\°F Hp \ C C'7 pp O G 7 — — f 0 / e W / e a Fj - _ — — — EG / jGE /e/!_ �' e 75 SS S1 a°1 :, \ - - - TGB — \ TOE " e>^ ;-, r \ \ \ c.� U-1 CD E — — — TOE / /// :�;' / $1 / \ \ - ro O r°ee o ) I I \ \ M 2 _ 105 — %// 8 S S1 of -J \ \ \\ f° I CONSTRUCTION KEY NOTES Z o TOE p� VA ro ®iq \ � r V v w \ RR BLOCK 7 �, �,. -r _ ,v-, ,,v`., _ -, .r5 I a \ 2 Z T \ � - '�: ''� ''�'`=�- 5..,,V. PRESSURE IRRIGATION PLAN T T \\ \ \ — _ � 6 K ss � g PIRR _ _i— — F 66 S1 s p�c o E6 E7 K F a I \\\ \m SL8 Pressure Irrigation Sleeve, 8" PVC, C-900 r \ 15 ` E3 EXISTING / Ss O\9 � °e o I \ T6 Tee, 6" 13 MOVADO SUBD. ' E2 11 o i w ❑ v s � I m° NO.6 10 m W III a I Valve, 4" Gate S1 ss S1 - I I ❑ a LV Valve, 6" Gate 12 w , BLOCK 7 � 9 w i / qq p I I i s I N I I I 65 m I I i o I l l �o� � I I I I� I o II ° BLOCK 10 �, S1 I I I I II PEPPER HILLS E1 Elbow, 4 , 11 1/4 2 I SUBD.NO.9 9 S1 soo �F�„p�c pq BLOCK 10 - m I I I �I I a I Elbow, 4", 22 1/20 / � 13 I al la L01 S1 �� I I I l o w �\pN AL E� S1 IS, I Ia / E3 Elbow, 4", 450 — W — —I— — — w �`' �' Quo 27 26 7 64 S1 I I / II ° b E4 Elbow, 4", 90 �`0T62 —_ _- - - \ E2 E3 K t 8 y �� 59 LF 4"PVC 14 �� I I I w / // / E5 Elbow, 6", 11 1/40 Ik i 5.00' o I / ❑ � I .Z� S1 S1 I / o N P 6 P � o i I I I Ilan // �° / / E6 Elbow, 6", 22 1/2° EXISTING 5.00, I I o / / ❑ MOVADO SUBD. S1 28 63 S1 g I I I / / / o J LU 11 3 NO.6 , I I I I / / / E7 Elbow, 6", 450 w ~ a / L U d s > II I .I I I� w / / _ � C6 - o E2 �� m I I w o / z o m S1 S1 15 co �� I I I �' // / m/ E8 Elbow, 6", 90° z a o w K BLOCK 10 N� 191 I I I,I o / /`° � 2-1 z 25 S1 m I 117. Ito I / / R1 Reducer, 6"x 4" o 3 62 E ❑ z o DCK 9 Ld LD 29 S1 v� �� I I �I� I / " a W LL > CD a a a RR GIRR C4 Plug Or Cap, 4 z w 10 —=1 0l o W \ N / ❑ zoo ,/ S1 16 - I � / / / ao CD z W H I�I I I I� / / [C76] Plug Or Cap, 6" o C zCm I w z0° 3 61 S1 `� m LU ! S1 3/4" Pressure Irrigation Service Per NMID Standard a z I N 5 9 ,�� Detail - Type "A" Riser w Q o — BLOCK 10 `OQ�i S1 y / I PEPPER SUBD NOL9S LU `n z 9 _ ��/ � o / ❑K P.C.C. Thurst Block (As Required Even If Not Shown) om -1 I 5, 17 E1 E2 K 3 60 S1 OHO �° I w I ❑P Connect To Existing Pressure Irrigation Main -�--I S1 55 24 0 h m / 4 I I EXIST.4"PIRR 30 S1 S1 PER MOVADO i — � I SUBD. N0.6 / _ J /�/�'/ // / I I w ■ 3 / o 8 /� �0 18 Soo I o`'QQQ ❑ °`' � � - Z 23 59 / �~ II j S1 S1 E5 E6 K / BLOCK 10 /. I I o 7 I EXISTING 31 Q 19 Qom // // I I = z _ / I I MOVADO SUBD. S1 �Q�� QQQ o No.6 K E2 E1 c°� / / YRi I I c�� 2 K 58 0�0�`' &I �.1 I I O Q o/ I o w ! I 3 E3 22 BLOCK 10 0Q m I Ir \` E2 S1 20 / S1 O /�Qo� / ° // o I I I y j = LU UD o i S1 Q /�?/ 1 I Cn LU OCL 5 LF 4"PVC M 5.00' -59 LF 4"PVC QJc, / i j / w r w _ — — ---- -- ca �o. / I I PEPPER HILLS —it w K V4 98 LF " P'R 57 0� /// � SUBD.NO.9 a _E.COPPEROINT DR. w - 4 PVC 21 0 — ss P W E4 K `� I D SL8 all — — — GIRR \8 MILE CREEK — w h r W // /ti°° / / w 1% ss // / —� EG I X PEPPER HILLS 56 // // F �I I / ° SUBD.N0.12 A y BLOCK 7 EXIST.4"PIRR 3.00, E2 V4 K S1 PER MOVADO 45 46 SUBD.N0.6 l a a 39 LF 6"PVC— / / / OM WO 47 BLOCK 7 a,1 1° / m PROJECT NO. 19-0823-MS8 EXISTING 4 � 55 /° — MOVADON0.6 SUBD. I $1 50 51 39 LF 6"PVC o / I DWG FILE C.500 S1 52 39 LF 6"PVC— / / / / / o I I DESIGNED BY BT S1 53 54 S1 E5 / / // / MUIR WOODS I III DRAWN BY JTA — EG _ Toe — _ _ — / oa / SUBD.N0.1 W - - - EG = GB - - - - - TGB - - 132LF6"PVC S1 0 TOB EG —_ EG TOB ° — TOB E� EG G Toe — EG — — _ S1 39 LF 6"PVC S1 / �( CHECKED BY BT OB - - ==_— EEXIST.6"PIRR_ - - EG — _ Oe - - - - _ _ — T°B _ 233 LF 6"PVC E5 / / I I II I ISSUE DATE 01/20/20 - — TOE — — — OPER MOVADO— TOE P — o EG — EG — / // / I HORIZ.SCALE AS SHOWN — TOE 4j T EG 70B - -- TOE —SUBD_N0.6 70B �� EG TOB ■6 EG TOB � � jG EG K — EG _ VERT.SCALE AS SHOWN — TO TOE TOB EG -O TOE TOE EG °p — TOE ! z TOE R1 EG � EG E5 TOB OB TOE TOE —EG TOE u� EG K �E - , K / — TOE TOE TOE TOE K �! TOE TOE TOB TOB KG Cm50o TOE TOE — — — -_ SHEET 11 OF 16 D:\Civil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.500(Pressure Irrigation Plan).dwg a 0 5'WIDE ATTACHED SIDEWALK = SEE PLANS FOR LOCATIONS 0 FINISH GRADE 60'RIGHT-OF-WAY CDoc ELEV.="A.1"(MIN.) 2 ROLLED CURB-SEE PLANS FOR LOCATIONS 33' WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED rDC 2' 5' 8' 2' 14.5' C 14.5' 2' 8' 5' 2 :. ..:•- _ 111III II III n SIDEWALK SIDEWALK ° •. •.,.. :• ��.��.NATIVE BA FILL IN 8'LIFTS A.2 Q P,CT P T . 5°/. TO I % %%%%%%%%%%%%%%% =1 11=1I I I- nP 1.5'WIDE ACHD SIDEWALK EASEMENT 0.5' 0.5' 13 WIDE ACHD SIDEWALK EASEMENT �, , , , , , , , , , , , , , , , TI_III II=11 a 4 ° 1'LANDING ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 1'LANDING �v D �D ° SUPPLEMENTAL DETAIL SD-702 SUPPLEMENTAL DETAIL SD-702 �jmill 344 (SEE PLAN SHEETS FOR LOCATIONS) (SEE PLAN SHEETS FOR LOCATIONS) g.1 MAX A.3 � � O Q NON WOVEN GEOTEXTILE PER SECT.8200 BMP 20 ON TOP s s 1.75% 1.75°� � jv 2%� 2% 2% 2% D D AND SIDES OF SEEPAGE BED. OVERLAP OF V MINIMUM. PLAN CONCRETE COLLAR y 3.-r C> �ULAR 3 463C�' i11:I( �D D N.T.S. y s.�MMy �D D a o 5"THICK CONCRETE SIDEWALK PER 5 C� y D Ck f � w T T "THICK CONCRETE SIDEWALK PER D Q 0 D o w_ °O ACHD SUPPLEMENTAL DETAIL SD-709 D w r :2ACHD SUPPLEMENTAL DETAIL SD-709 D � � D O ~ C? 0 4"OF 3/4"MINUS CRUSHED GRAVEL 4"OF 3/4"MINUS CRUSHED GRAVEL A•4 D > r C' EXTEND ROAD BASE MATERIALS NOTE: ~p 18" p ; o 6"PAST CURB AND GUTTER(TYP.) 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%° m J" w O° > ASTM C33 FILTER SAND 1.5' 2-1/2"ASPHALTIC PAVEMENT 2. NO CROSS SLOPE ALLOWED ON LANDINGS ;'b e m p � o :,. Y (SP-3,0.50 INCH(1/2")MIX,PG 58-28) 3. NO TOLERANCES WILL BE ALLOWED Fj A'S eil mLU MIN.EXCAVATION � s s ' 4"OF 3/4"MINUS CRUSHED GR W AVEL q•g O LU U 14"OF 6"MINUS PIT RUN N O w CID CD HIGH GROUND WATER EL. COMPACTED STABLE SUBGRADE SEEPAGE BED SECTION VIEW s SECTION CONCRETE COLLAR Z co > N.T.S. Z r LOCAL STREET SECTION (DETACHED SIDEWALK) GROUNDWATER OBSERVATION WELL-SEE ACHD 4 1 SUPPLEMENTAL DRAWING N0.SD-627 LiNOT TO SCALE (S. SAFRIO PL.) ON THIS SHEET TOP BACK OF CURB mill A.1 (MIN.) ROLLED CURB - - - - - - 5'TRANSITION FROM SOLID WALL T O PERFORATED PIPE 9 ;' ... . .r 5'(MIN.)OF 18"SOLID WALL PIPE o o ROADWAY BASE MATERIAL A.2 Cj } D OD ��AN U R 3 LA 4"TO 2"RO K CAP END 18"PERFORATED PIPE 18"NON-PERFORATED PIPE FROM MANHOLE INV.=A.3 INV.=A.3 ° w o A 3 D -----D--- (SEE PLANS FOR LOCATIONS) -----------------------D---- _ �j^ D D D D �D 5'0"MIN. D c�4"OF 3/4"PIPE BEDDING 8" c� cc 44' 0.5' 5' 33' 5' 0.5' D�ANGULAR3� Tf�2 ROCK gpx SECTION SIDEWALK �2' 14.5' 14.5' 2' SIDEWALK �� ' g � v CJ�D � � ��' QD N.T.S. � � V LANDING 1'LANDING A.4 I 0.5' ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 0•5' THE PORTION OF THE GROUNDWATER OBSERVATION WELL PIPE LYING IN DRAINAGE SAND MUST ASTM C33 FILTER SAND 3•1 M SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 M BE WRAPPED IN DRAINAGE GEOTEXTILE,TYPE I(PER ISPWC SECTION 2050)AND THE AL 1.75% 2%° 2% 1.75% 3• GROUNDWATER OBSERVATION WELLS SHALL EXTEND TO A MINIMUM OF 1'BELOW A.5 c�� 1 THE BOTTOM OF SAND IN THE SEEPAGE BEDS. MIN.EXCAVATION L 2017 ACHD REVISION �� IS T A 6 E�� f 3-rMgk HIGH GROUND WATER EL. - r IDAHO STANDARDS \ 2-1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER SEEPAGE BED PROFILE VIEW FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING �I ��O 62 ACHD SUPPLEMENTAL DWG.SD-709 CONSTRUCTION I tJ O (SP-3,0.50 INCH(/")MIX,PG 58 28) DROP INLET A W WELL - �,�9 /9 4"OF 3/4"MINUS CRUSHED GRAVEL INSTALL STORM DRAIN ELECTRONIC MARKERS AT ALL FOUR (ACHD SUPPLEMENT) 1 OF 2 4"OF 3/4"MINUS CRUSHED GRAVEL BASE EXTEND ROAD BASE MATERIALS (SEE PLANS FOR LOCATIONS) 14"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) CORNERS.SEE STORM DRAIN MARKER NOTES ON THIS SHEET 2 0 � OF P COMPACTED STABLE SUBGRADE LIP OF GUTTER LIP OF GUTTER LEGEND NOTE: a Qi WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER %1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% - ° °° a a QQ 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED 2. NO TOLERANCES WILL BE ALLOWED e -°_ -°- = y O CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) W W/1 TOP BACK OF ROLLED CURB SEEPAGE BED AREA O4 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER p TOP BACK OF ROLLED CURB Q TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- cc C.3 w ~ J ° ° ° ° CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS = � vT °" ° MANHOLE { O PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" CD o W CENTER OF PIPE CAP END 18"PERFORATED PIPE 18"NON-PERFORATED PIPE °(SEE PLANS FOR b PIPE. DRILLED WELLS MAY USE 4" PIPE o m INV.-A.3 INV.-A.3 O NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK } 2NOT TYPICAL LOCAL STREET SECTION (ATTACHED SIDEWALK) ' . ° • ------------------------------------ - LocATIONs) . z Q oePOLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY LU z z TO SCALE(E.GOLDSTONE DR.,S.JURO AVE.AND E.COPPER POINT DR.) O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILITY. LU o - W/2 ° GROUNDWATER USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES m LU j GROUNDWATER ® ° " . ° OBSERVATION EEPAGE BED AREA a z o c_-) OBSERVATION WELL, ° WELL,SEE NOTES a cn 0 0 0 o z SEE NOTES THIS SHEET TOP BACK OFa SIDEWALK THIS SHEET r? ° TOP BACK OF SIDEWALK, NOTES: cc U, o 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR o w RIGHT OF WAY LINE RIGHT OF WAY LINE STORM DRAINAGE FACILITIES } = LULcc U 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS z o U) 5' 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD o p LU4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION C) n C) 50' L 5'MIN. C'i=) z w w w LU 40.00' o Cn Q a SEEPAGE BED PLAN VIEW o J 25' 15' C) LU ¢ CDa STORM DRAIN MARKER NOTES: W � =_ � 5'LANDSCAPING 10'-0"PATHWAY 5'LANDSCAPING 1. STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS. z a 2. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING a CONSTRUCTION AND PRIOR TO BACKFILLING. I 2% 1.75% 2% SEEPAGE BED TABLE EX.EIGHT VILE CREEK SEEPAGE BED NO. A,1 A,2 A,3 A.4 A.5 A.6 L W W1 W2 D _ 2-1/2"ASPHALTIC PAVEMENT 4"OF 3/4"MINUS CRUSHED GRAVEL (LOWEST TC) (LENGTH) (WIDTH) (WIDTH) (WIDTH) (DEPTH) 9"OF 6"MINUS PIT RUN 1 2665.82 2663.40 2661.40 2656.40 2654.90 2651.90 122.00, 7.50, 4.50, 3.00, 7.00, T� COMPACTED STABLE SUBGRADE 2 2667.62 2665.20 2663.20 2658.20 2656.70 2653.70 159.00' 7.50' 4.50' 3.00' 7.00' O NOTE: 3 2669.22 2666.80 2664.80 2659.80 2658.30 2655.30 149.00' 7.50' 4.50' 3.00' 7.00' 1.PATHWAY CROSS SLOPES SHALL NOT EXCEED 2.0% 2.NO CROSS SLOPE ALLOWED ON LANDINGS 4 2668.75 2666.35 2664.35 2659.35 2657.85 2654.85 142.00, 7.50, 4.50, 3.00, 7.00, 3.NO TOLERANCES WILL BE ALLOWED 5 2668.22 2665.80 2663.80 2658.80 2657.30 2654.30 42.00' 15.00' 7.50' 7.50' 7.00' O ASPHALTIC PATHWAY DETAIL 6 2668.06 2665.65 2663.65 2658.15 2656.65 2653.65 96.00, 15.00, 7.50, 7.50, 7.50' LUp NOT TO SCALE O= z SEEPAGE BED CONSTRUCTION NOTES: Q Q 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ELEVATION. p 2. IF ROCK OR IMPERVIOUS MATERIAL IS ENCOUNTERED,CONTRACTOR SHALL HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, z Q CD CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE M 0 REQUIRED INFILTRATION. W 3. ALL VAULTS,MANHOLES,AND SAND&GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. = LU 4. WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC. 2017 ACHD REVISION c Q 5. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. IDAHO STANDARDS LU w 6. SEEPAGE BED WIDTH SHALL REMAIN CONSTANT. FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING pC 7. SEE BMP 01 FOR SAND&GREASE TRAP DETAILS. CONSTRUCTION OBSERVATION WELL S D-6 2 7 Q 8. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY: (ACHD SUPPLEMENT) 2 OF 2 A)A MINIMUM OF 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED. 0 0D B)BACKFILL OVER BED TO SUBGRADE WITH 6"-8"MINUS PIT RUN GRAVEL. a xI- 48.00' 45.00' CD 2 C)WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED. °C 2' 5' 41.0' " D)IF LESS THAN 1-FT OF COVER FROM TOP OF BED TO SUBGRADE,ANGULAR 3/4"TO 2"ROCK IS REQUIRED WITH MINIMUM 50%SINGLE O SIDEWALK 21.0' 3.0' 17.0' 14- FRACTURED FACE IN PLACE OF 2"DRAIN ROCK. 18"DIA.CORRUGATED HOPE OR 13' 8' GRAVEL 6.0' 11.0' EXISTING PAVEMENT E)FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE SUBGRADE. PVC WALL DRAIN PIPE. SHOULDER 9. FOR SEEPAGE BEDS OUTSIDE THE PUBLIC RIGHT-OF-WAY:A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO FINISHED GRADE IS REQUIRED. 90° 6"OF 3/4"MINUS CF USHED GRAVEL SEEPAGE BED DESIGN NOTES: 45° �77 45° 4:r NigX SAWCUT LINE-REFERENCE ISPWC SD-301 AND 1. SOILS AND GROUNDWATER INFORMATION PROVIDED BY STRATA,INC.DATED APRIL 19,2016. 1.75°k 2% ACHD SUPPLEMENTAL DWG.SD 303 AND SD 806 2. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED DURING 4.-1 M CONSTRUCTION OF THE SEEPAGE BEDS. 4.1 M ' 4.A N1AX 3. DESIGN INFILTRATION RATE IS 3 INCHES PER HOUR.ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER 3/8"PERFORATIONS IN VALLYS OF 5"THICK CONCRETE SIDEWALK PER 3'(MIN.)OF ASTM N NOTE: THE FACILITY IS FULLY EXCAVATED. CORRUGATED PIPE.5 EA. PROJECT NO. 19-0823-MS8 ACHD SUPPLEMENTAL DWG.SD-709 C33 FILTER SAND 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% 4. DRAINAGE FACILITY MARKERS SHALL BE PER ACHD STORMWATER DESIGN GUIDELINES(8200)DETAIL 1. DWG FILE C.600 4"OF 3/4"MINUS CRUSHED GRAVEL 18"PIPE PERFORATION SCHEDULE 3'(MIN.)OF 6"MINUS PIT RUN 2. NO CROSS SLOPE ALLOWED ON LANDINGS 5. GROUNDWATER OBSERVATION WELLS SHALL BE PER ACHD SUPPLEMENTAL DRAWING NO.SD-627(SEE DETAIL DESIGNED BY BT GRAVEL EXTENDED INTO FREE 3. NO TOLERANCES WILL BE ALLOWED ON THIS SHEET). DRAINING SAND AND GRAVEL I ' 6. REQUIRED STORAGE VOLUME: DRAWN BY JTA 3"ASPHALTIC PAVEMENT SEEPAGE BED NO.1: REQUIRED STORAGE VOLUME=2,566 C.F. CHECKED BY BT OR MATCH EXISTING, SEEPAGE BED NO.2: REQUIRED STORAGE VOLUME=3,360 C.F. WHICHEVER IS GREATER 4"OF 3/4"MINUS CRUSHED GRAVEL 26"OF 6"MINUS PIT RUN TYPICAL ARTERIAL STREET SECTION SEEPAGE BED NO.3: REQUIRED STORAGE VOLUME=3,142 C.F. ISSUE DATE 05/29/19 COMPACTED STABLE SUBGRADE SEEPAGE BED NO.4: REQUIRED STORAGE VOLUME=2,985 C.F. HORIZ.SCALE AS SHOWN �NOT TO SCALE-S.CLOVERDALE ROAD SEEPAGE BED NO.5: REQUIRED STORAGE VOLUME=1,756 C.F. SEEPAGE BED NO.6: REQUIRED STORAGE VOLUME=4,337 C.F. VERT.SCALE AS SHOWN 5 SEEPAGE BED NO. 1 THRU 6 DETAIL NOT TO SCALE Cm600 SHEET 12 OF 13 D:\Civil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.600(Street and Storm Drian Details).dwg — — — — roE —�� — \ \` \\ \ \ v \ rp \ CRAWFORD o Toa \®_ _ \\TOB — — Toe — — `roe \ ro \ oe\ \\ re \\ \ \Fiji \ e\ PLACE I I w \ PEPPER HILLS STREET LIGHT PLAN SUBDIVISION 1 SUBD.NO.2 SCALE: 1" = 50'-0"HORIZONTAL 0 �. v'\ - \\ \ roF r \ ❑ °a \\ 75 50 25 0 50 100 FUTURE MOVADO // / / / �� // tr v A e \ \ �T4��< A V AA \A V � VA \r \ \ ° \\ \ I I � r SUBDIVISION aC9FF \ o \\ \\\ \\\ �O F�� e \\\ I W HORIZONTAL SCALE IN FEET Gt4��/ 73 COD 72 `� - r \`\\ r e \ fo\Flo\\\ \ \\\` \ rpe \ I r° \\ rO / \\ \ \ \ \\ \ I I I I STREET LIGHT NOTES J a \\F T 71 v v vv v A v �v . \ k \ \ r \ \\ \\ \ e ♦ \ \ \ 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN rp \ \ �a \ PEPPER HILLS a \eG for°\ \ OO \rp \� °\�\ \ \ \ m SUBD.NO.8 ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE oe MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL ELECTRIC CODE. n /00 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR 70 � � L TO STARTING WORK.USE THE ONLINE CITIZEN PORTAL AT � r INSTALL TYPE II tiv`.\� \ \ \ \ \ roF I m \ fo \ o 74 \\' '� ;� .k rpe \� \ \ pyp \f r\ ♦`\ I / HTTPS:HCITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO T STREET LIGHT \ s V A V A \ \ V A A I �� °V A I OPEN A PERMIT AND REQUEST INSPECTIONS. w E 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE O N cf) T i c? BASE REINFORCING,BEDDING,BACKFILL,AND FOR THE POLE AND r \ \ 0 o Ec — roB —_L-E.G 69 \rpe6- \ 'L';e,- _ x \ \`\\ \ \ \\\ \o\\ �, tip \\ C �\ Iy ASSOCIATED WIRING. / TO9 r� /\ 00 / / n \ I r° O\ 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN.FROM m p o0 0 EG j' \ /spe \ \\\ \ rOF roF \ re ep FG �° TREES,5 MIN.FROM FIRE HYDRANTS AND 2 MIN.FROM WATER Y - Fj .� Cc — roB / e / :, .-\ \ ` \ I y I \ roe O METERS. ::0 Q U) TOE — ,/%'/ / toe/ --r% ror ^' OeVs \ r ` \ \ I I \ \ 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. O z — — — — TOE / i tea` - :v \ \ o r u 68 \\ \ \ \ , ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO O u..i m O E 'OE / / - _ \ / \ \\ ` \': \ Tp O TpeF / I I \ / // THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD co _ — 10e ///i INSTALL TYPE II \ ep \\ c ` \ ` \\ \fG w I COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO o \ \\ y i \ \ \ T roe —roe — — � 1oE BLOCK 7 STREET LIGHT � \ ��\ \ `��`,:�;: �,_- .,;,�_,;,.,;,�_ ,.,f _-5.., _,,, ` - _y,,., _y, �'`' I w \ REQUESTING FINAL INSPECTION. `► INSTALL TYPE II ` �\ \ =" �� r-b 6. CONTACT THE CITY TRANSPORTATION AND UTILITY % 76 ��Qsl STREET LIGHT gOI \ TOF \ \\ \ COORDINATOR(208)898-5500 FOR QUESTIONS REGARDING 66 o� \ r ��\ \ fo I eO \ \ \ UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS. \ \ eO1 \ \ rOf 6 c 15 `� T \ \ r �I w I I LIGHTING PLAN LEGEND EXISTING t�,0�\ 11 \ \O t INSTALL TYPE I w \ 13 MOVADO SUBD. ` S.�O \ I I STREET LIGHT \ Existing Type I Street Light NO.6 %` .. �o�o\ 10 W I I I I Existing Type II Street Light EXISTING STREET LIGHT a City Of Meridian Type I Street Light 25'Square Steel Anchor Base Pole PER MOVADO 12 � BLOCK 7 SUBD. N0.6 ♦` \ STREET LIGHT INSTALL TYPE II 65 BLOCK 10 �) I I I I`I I PEPPER HILLS "\ / 9 \ O I I III I J SUBD.N0.9 O City Of Meridian Type II Street Light 25'Square Steel Anchor Base Pale BLOCK 10 \� m I I I o I a „` 13 A Electrical Transformer \ � 26 I � Ian I I I I °m/ � 27 m I / Electrical Service Box OT6 2 14 IN EXISTING STREET LIGHT N P 6 PER MOVADO / / SUBD.NO.6 j 63 II III I al III w B w U 11 EXISTING 28 MOVADO SUBD. I I I w / / LU vS / � U d � w w N0.6 I •I I / � oz O I I I� ono m 15 � z > BLOCK 10 9 I I I S RINSTETLGHTALL TYPE I / /°° w ¢2-1 z z INSTALL TYPE II I I � oQ J Ill. U I I 25 I STREET LIGHT 62 � m I I / / o � � DCK 9 u+ 5 29 i % W I I II I I cc � CD °� / � � o o z 10 ca GIR G LU z L m EXISTING STREET LIGHT \ �� m W I \ n I % / / a o z w PER MOVADO INSTALL TYPE II 16 �� I I ro IA // / / o LU o 0 cs SUBD.N0.6 STREET LIGHT vi O I o / U w w ' 61 CD ozZD BLOCK 10 I Q� I PEPPER HILLS v, = oz 4 Q`O O w9 ! / SUBD.N0.9 z = o 9 Q� / I s' 17 I / 60 I 24 - INSTALL TYPE II 3Q STREET LIGHT 3 / INSTALL TYPE II I / 18 STREET LIGHT ° // / / 1 ■ I I I o I I Z 23 59 ° INSTALL TYPE I I 1 O I I STREET LIGHT I y BLOCK 10 19 0� // /°� // I I I° UI . _ R I i y o Q / EXISTING I 31 �,� / / I Il I Q J MOVADO SUBD. I QO� / � I `I I I A 0 NO.6 I INSTALL TYPE II m — EXISTING STREET LIGHT 2 STREET LIGHT Q�0 P` // / o I I I 0 Z J PER MOVADO ( ) pQ/ 9 1 I 1 Q SUBD.NO.6 I V 58 J�� y �. I" p w I 22 BLOCK 10 �P m I oc "' 20 ``// / o I 1 I I 1 INSTALL TYPE II A / / �I A — - 32 COD STREET LIGHT // m I I J O O / / I I / � PEPPER HILLS - _ - E. COPPER POINT DR. 57 / / _ __ __ SUBD.N0.9 21 ----- - _ _ , _ _ / � — — c'RR � �I � \8 MILE CREEK EXISTING STREET LIGHT — - _ — - / // /°° \ 3 .. — EG roe x PER MOVADO _� a SUBD.NO.6 1 56 // // f � � PEPPER HILLS ° SUBD.NO.12 0 /~ / ti EXISTING I // ° BLOCK 7 MOVADO SUBD. M 45 46 NO.6 1 w INSTALL TYPE II // / / // \ I i m m > P 47 I BLOCK 7 STREET LIGHT ej// / I o 0 �2 1 49 ( ) 55 4� 1 50 /j �G� �� / PROJECT NO. 19-0823-MS8 51 III I DWG FILE C.700 `52 %/// / �/ // ° II � I DESIGNED BY BT _ — 53 54 / / �/ / MUIR WOODS I 0. 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_ - 61RH \/ // ////,// 0m —GIRITF —Fum GIRR GIRR \ GIRR GIRR — 03 _ / \ / - 61RR — 16 ❑2672 / / /' /✓t 1-/-r/- -L/-ff /f�--- ---- — — — — 03 — — — — 03 — ___ _ _ _ _ -- - _ --- ---- 2670— / // / ' — 2671-- ———— _ — — — — — — — — — / e l r PROPOSED HEAD GATE —2670 o — — — — — ❑ \ \ \ \ \ _o -TO EXISTING PUMP STATION O I 2672 a 71 Toe Toa TOO 2672 \T B \ \ \SOB\\ \ TOB \`\\`\\\ / \\`/\ /,'/ /' T ❑ 77\\p 2667 /// F/ / / / TE TOE TOE TOE ----------------------------2667 _-_-----_��_� ----____ TOE WE TOE TOE \ //// MUIR WOODS /� -- RIDENBAUGH CANAL \ \ \ � \\ `\` ` `\ \\ !, \\ 1 0 H —�l/ / / �d �!/ � , O — — — — — ` — — — — — — EXISTING OVERFLOW SUBD.NO.1 / ,pp / / \ \ \ \ \ \ ` \FROM PUMP STATION w TOE + < \ \ (TO REMAIN) ❑ \ TOE—2667 TOE \ \ \ \ \\ \\ \ \ \ `\ \ TOE \ \ \ \O \\ \ \ \ AL 2667 TOE ` co \ \ \ \ \ \ \ \ \ \ \ \ ' TOE TOE N \\ \ \ \ \ \ \ \ \ \ / 2672 ' 2670 ` ` \ \\\ \ \\\ \ \\ \ \ ? / ' 00 00 00 00 00 00 O \ \ 00 00 00 00 O O O \ ;� � V FAT, O O O O 0000 O UN( �� -1 //---4 / // '// S�' / // / EG E \\G G E EG `\ // 0 / // per\ E�g �- � EG%-1 r \ \ \ \\ \ \``� \` '/ \ '�� - - -----_--_- - ---- ------------------------- - ---- -_-- - -------------- -----7------- , y aald aald d� aald aald aaI aald aald aald RECONSTRUCT EXISTING HEAD GATE (TO EXISTING PUMP STATION) w GIRR BOX 1 / / i/ / / / / / \ 2 6g \ \ \ ` \ f \`\ ` \ \` \ `-- c� '� // / / / WEIR �66 6,r -2 UCTU J \ \ PROPOSED W o `\ \ \\\ \\ \ � \`�\ \\ `\` \\, \'- 672- TR RE � v � v CC O INSTALL END SECTION a C° W/RIP RAP i/ ' i/h / �' 11 `r / / ' '/ //o} t\ I BLOCK 7 64 63 62 61 \\ \\ \� \'� \ \\ \�� o z / / e //hom / //// // // \' o /, 59 \ \\ ` `\` `O ♦ \` ` wow 65 2670 k d \ \ \ \\ \\ \\ o � z ~/// // / /' / //// / �00//�`�/// //'///'/'/'///,// ��/• / /� / o/ `V I \ \ \ \ \\ \ \\\ \ `� \`\\� OTC O LU 45 30 15 0 30 60 a LU o z N 1 GRAVITY IRRIGATION PLAN AND PROFILE o wUJI 1 LU SCALE: 1" = 30'-0"HORIZONTAL AND VERTICAL 1" = 3' 0" HORIZONTAL SCALE IN FEET z m cnrl INNOVATIONS 4.5 3 1.5 0 3 6 a z NORTH J VERTICAL SCALE IN FEET U _ _ w U) � � z 8 MILE GIRR PIPING PROFILE 2680 2680 NOTE:GRAVITY IRRIGATION PIPE LENGTHS AND SLOPES SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE ■ FINISHED GRADE AT O PIPE CENTERLINE 2675 2675 Z w J_ O CD 0 C4 o -- ----- ------------------------- ----------------- ---- -- --- — _ ------- /------ -- — < z — ,---- _ ! \ z 2670 2670 Q O EXISTING GROUND AT C ' PIPE CENTERLINE = w cc C/�RIDENBAUGH 2 CANAL O I \ / 0 C3 --- 2665 N � \ 2665 I O 279.63 LF 48"RCP @ 0.25% 34.16 LF 48"RCP @ 2 Y. I I 301.08 LF 48"RCP @ 0.26% 12.50 LF 8" P @ 0.24%/1 151.14 LF 48"RCP @ 0.26% \ TA= 7+7 .5 I 48"INV= 2662.04 I GIRR BOX 4 INSTALL END SECTION W/RIP RAP GIRR BOX 3 STA= 17+44.36 (MATCH EXISTING) STA= 14+64.73 RIM =2675.26 2660 RIM =2675.15 48"INV IN= 2661.95(SE) 2660 PROJECT NO. 19-0823-MS8 GIRR BOX 1 GIRR BOX 2 ( ) ( ) DWG FILE C.801 STA= 10+00.00 STA= 10+12.50 STA— 11+63.64 48"INV IN= 2661.24 S ( ) 48"INV OUT=2661.95 N 48"INV= 2660.05 RIM = 2675.59 48"INV OUT= 2661.24 N DESIGNED BY SIT INSTALL END SECTION RIM N 2N= 26 48"INV IN= 2660.47(S) 48"INV IN= 2660.08(SE) DRAWN BY JTA W/RIP RAP 48"INV OUT=2660.08(NW) 48"INV OUT=2660.47(NW) (MATCH EXISTING) CHECKED BY BT ISSUE DATE 01/20/20 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 C . 801 SHEET 15 OF 16 D:\Civil Innovations Projects\2019\19-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.801 (Gravity Irrigation Plan).dwg mi 50'NMID EASEMENT 50'NMID EASEMENT ■� 25' 12' 9' 9' 12' 25' � r ZC=) T T ----- 18' ----- O F- 00 T -- N ui 0 o T 2% 2% _j 00 c M ap m p o0 0 � � C::)O� .— U) . . .0 0- Lu MATCH EXISTING 10"OF 3/4"ROAD MIX s`OpF 215� MATCH EXISTING O w m CD Z "' 0 5"OF 3000 PSI CONCRETE r WITH 1.5 LBS OF FIBER PER CUBIC YARD OF CONCRETE 1 RIDENBAUGH CANAL TYPICAL CROSS-SECTION NOT TO SCALE CXSTE�� l �I 0 62 0 ) IN 10, Li U w J Q U a U � o2-- CC C) } D D z ¢ o O � o z CC END SECTION RIP-RAP AREA o c3 0 moo o z �\��\ j/ DRAIN ROCK } ooa ova \\ D LU z Q � z N FILTER FABRIC cD% LN (MIRIFI 70OX OR PLAN VIEW z / /\`O EQUAL) z 6"TYPICAL \//\//\ I \/�\\//\\\ �7 METAL END SECTION.SEE PLANS �w ¢ o FOR LOCATIONS AND ELEVATIONS w c=n CRUSHED ROCK OR ANGULAR z \\//\//\\ / a ////// STONE RIP RAP d50=12" /\/// \ - - / j/�j/\`// BOTTOM OF DITCH \% a SECTION VIEW RIP-RAP DETAIL 48"RCP \\`\\`\\`\\`\\`\\`\\ \\ \\`\\/\\ ` NOT TO SCALE A A O Cn J m Q LU 0 2.5' Z 0 10'-0" LO -- -- OCD CENTERLINE STATIONING Q 5'-0" 5'-0" � °® ° °° • •® STRUCTURE CONTROL CD POINT(CENTER OF BOX) %\\%\\%�\/x? Q �011 5. ' 6 - PLAN Q c-D (2)1/2"DIA.HOLES FOR 0 Im STAINLESS STEEL RODS CC Q W J FOUR%"x 4"ANCHOR BOLTS EXPANDED METAL LID(70"x70") 1/2"DIA.STAINLESS STEEL ROD. ¢ y z WITH WASHERS Q LENGTH=PIPE DIA.+6" U 48"RCP 48"RCP O = TOP BOX ELEV.(RIM) O 0 Q C m 1 1/2"FROM a LU END OF PIPE \ \ \ \ \ \ \ \ \ \ \ \ \ \ e° PROFILE VIEW PLAN VIEW a a a a //`/ //`/ -- SEE PLANS FOR PIPE SIZES, INV IN - INV OUT STAINLESS STEEL J ELEVATIONS AND LOCATIONS _____ _ THREADED ROD PIPE DIAMETER, IN. DIMENSION OPEN JOINT a DRAIN ROCK r PIPE DIAMETER = D 10/12 15 18 24 30 36 (OMIT GASKET) - co FILTER FABRIC o A 42 46 54 64 88 88 6" T-O" 6" M B 14.5 24.5 29 37 36 43 0 NOTES: 1. FOR PIPE LENGTH LESS THAN 6'WRAP FULL LENGTH SECTION A-A M C 33 45.5 55 65 63.5 66.5 PROJECT NO. 19-0823-MS8 0 2. FOR PIPE LENGTH LONGER THAN 6'WRAP 5'EACH SIDE OF JOINT NOTE: �z D j 6 j 6 6 6 6 6 DWG FILE C.802 1. SEE THIS SHEET FOR PIPE SIZES,ELEVATIONS,AND DIRECTION OF FLOW. DESIGNED BY BT 2. BOXES SHALL BE CONSTRUCTED TO BE WATERTIGHT. NOTE:SEE PLANS FOR PIPE SIZES AND LOCATIONS SECTION VIEW DRAWN BY JTA CHECKED BY BT 2 DRAIN PIPE OPEN JOINT DETAIL TYPICAL 5' x 5' CONCRETE IRRIGATION BOX WITH 1' SUMP END SECTION WITH PROTECTIVE BARS DETAIL ISSUE DATE 01/20/20 NOT TO SCALE NOT TO SCALE 5NOT TO SCALE (OR APPROVED EQUIVALENT) HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm802 SHEET 16 OF 16 DACivil Innovations Projects\201 9\1 9-0823-MS8 Movado 8\200-Construction Drawings\205-Construction\19-0823-MS8 C.802(Ridenbaugh Canal and Girr Details).dwg