Loading...
HomeMy WebLinkAboutCC - Construction Drawings PLAT SHOWING Tr"Ill 0 A�� • KK 8 N OIRR M.Frj HE N U B D 31 s1 31 X a N N 0 7 100 0 10o Zoo 30o LOCATED IN THE SW OF THE SE j AND THE SE j OF THE SW j OF SECTION , T.4N., RAW., B.M. Scale: 1' 100' MERIDIAN, ADA COUNTY, IDAHO i I I THE OAKS NORTH SUBD. NO. 3 JUMP CREEK SUBDIVISION BOUNDARY BOOK 118, PAGES 18072-18075 SUBD. NO. 2 SECTION UNE BOOK 11 JUMP CREEK RIGHT-OF-WAY LINE #�SNE WIDE CREASON � � SUBD. N0. 2 AL EASEMENT , , I PAGES 17010-17013 I SE 1/16 - CENTERLINE L _ _ _ OTE 13 S89 22 25 517.77 ---L- - THE OAKS NORTH LS 729_-- - - ------- SUBD. NO. 3 --.._ I LOT UNE ------------------- -- � -- -- ° " 35018 sf SEE DETAIL A EXISTING PARCEL LINE ---------- ---- ----- S89`2225 E 487.77 -__ _ ___ ____ -_ _ - - PUBLIC UTILITY PRESSURE IRRIGATION �75.00'-I I-75.00'-I r-75.00' 174.77'- - - - - - - - & LOT DRAINAGE EMENT LINE5 � 3 1 4 f 55 I � /j � o SEE NOTES 1 2 39 o o o ,�, ,, 6 / ' I EXISTING ADA COUNTY HIGHWAY v r® 16588 sf / DETAIL A -------------- DISTRICT PERMANENT EASEMENT w 9862 If Ir 9863 If I,_ r� I NOT TO SCALE INSTRUMENT N0. a-® M .M �. 9919 If M I I I� 1181. 23 ��,o���' _ - -- _ _. - I ^ 5 / .41 Q LINE TABLE LINE TABLE OTHER EASEMENT LINE AS NOTED ¢� I-� .0 - I-- .0 - - . J q, / N FOUND BRASS CAP AS NOTED _------ _....... -....__..I -..._./ P-7500' 00"-- --75.00°-- 44.7T-C31 - / 7 i z . CHERRY BARK ST. N c`�o� / 16567 sf 1 30' LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION FOUND ALUMINUM CAP AS NOTED ® ° 9 - S89'22'25"E 194.77' '" c �< , a , , w a _..._ _.-_- . S8 22.25E 7.2 �='S �,\ I r^ L1 23.50 NO°37 35 E L16 32.58 N89'22 25 W SET 5/8"x30" RE w/PLS 11118 PLASTIC CAP --75.00'-- -52.00'--C� a� "' n M ° n a ® SET 1/2 x24 REBAR w/PLS 11118 PLASTIC CAP 1-1-S8;�Z225 E d �I L2 23.50 NO°37 35 E L17 117.58 S89'22"25 E 5'24 w, 23 T �., " a O FOUND 5/8" REBAR, PLS 11118 OR AS NOTED E OAKS NOR SUBD. NO. 4 � I l i 23.5°23 5'_Y 122831 L3 14.14 S45°37 35 W L18 60.00 N89°22 25 W UNPLA D FOUND 1/2 REBAR, PLS 11118 BOOK - PAGES - t I 9863 If I~9862 If Ir 10229 sf j �1 9116 If o M o Pi o "' cv �2 �� � � z L4 14.14' S45°37'35"W L19 4q.00° N89°22°25'W 11 LOT NUMBER i I I-S8 2'VE 30' WIDE CREASON L5 14.14' N44'22'25"W L20 88.18, N89°22'25"W �- ® I 8l 1 . �24 (� _ LATERAL EASEMENT I �,� i 121.50- I 922'25DE 225.00' -5� S89°22'25"E1 - - J Q, W (- 9FSEE NOTE 13 L6 14.14° N44°22'25"W L21 10.25' N49°19'45"W SU T-...._.---_ a�77513 - 75.00 75.00 75.00' 75.00' 78.50°-? NI J $I 9477 sf �o L7 23.50' SO°37'35"W L22 42.00' S89°22°25"E THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROWNG SECTION CORNER r 5° -- -� I- --I -� r- --I o�o N L N M r;. J0' MONUMENTATION, THE PLATTED SUBDMSION BOUNDARIES OF THE OAKS NORTH SUBDMSION NO. 3, THE OAKS NORTH 1I 17 I 18 I - 19 5 20 I 21 ice' M �58922'2�"E I L8 23.50' SO°37'35"W L23 26.00' NO.37'35"E SUBDIVISION NO. 4, THE OAKS NORTH SUBDIVISION NO. 5, INFORMATION FROM RECORD OF SURVEY NUMBER 5362, LO r LOI '- r"'� 10 'n a - 6547, 6715, 6717, 6811, 8989, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND 9855 If 1�9855 sf 1�9855 sf','� 1 9855 sf� I�9855 sf o� 1�10265 sf IN of I �15' 921.50 L9 23.50' NO°37'35"E L24 84.95' S89'22'25"E CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS r M �,•M. .Oh M. .t2 M. .M M. .M ;"2 .ice N .- � I S1 10 o SOUTH BOUNDARY CREASON SUBDIVISION SHOWN HEREON. psi 9062 If c' LATERAL EASEMENT B CO.l 111.50' Ui SEE NOTE 13 L10 23.50' NO°37'35"E L25 29.91' S89°22°25"E L - J J - J L� -5� _� L . _ . 5 i � 8922'25"E q' L11 23.50' NO°37'35"E L26 109.91' N8922°25'W N®��� -75.00'-- 75.00'-- --75.00°-- --75.00'-- --75.00'-- --68.50'--� �. N89®22'25" E+ B9 131.50 J L12 23.50' NO'37'35'E L27 55.00' S89'22'25"E 1- EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBUC UTILITIES, OAKS HOMEOWNERS y _ _ N89°22'25'W - - W. MILANO DR._ N _ N8_9°22°25"W _ _ 3.92 111) 0 483.08' 175.00' oo L13 10.25° S50°34'S5"W L28 25.00° S89°22'25"E ASSOCIATION INC. PRESSURE IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC -- N -� STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO --82.00'--- 82.00'------82.DO'-- --82.DO'--- --82.g0'--- --82.00'-- --82.DO'-- -84.08' - EACH LOT. - ( - -� r- - -� �- - -� -I r-- - . -I r- . - . . _ . L14 26.00° NO°37'35"E L29 23.50° NO'37°35'E 2- UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT I I I -,°�••4•g 49 �' 50 51 52 � 53 ..._g• 54 55 °' 56 ® , , a , w L a'�1 "� I. w``( I. "� L�- ,� ,,� l a� I L15 25.00 N89.22 25 W L30 23.50 NO°37 35 E EASEMENT FOR PUBLIC UTILITIES, OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR M M " M .� LOT LINE OR SUBDIVISION BOUNDARY. 1M 10791 sf I�10791 sf IM 10791 sf I,. 10791 If rr� I, 10791 sf1-.:`n 10791 If�,M. I^10791 If 'rM IP 11064 If `�' P 0 o a '� "' �I CURVE TABLE 3- ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE S89722'25�E �� I BLOCK �25 29 1 0 i I I I� I I� I TIME OF THE RESUBDIVISON. a N89°2225"W g N89.22'25"W I CURVE # LENGTH RADIUS DELTA BEARING CHORD 19•®® I-82.00°-I I-g2,00'� �82.00'-I I- -g2,00°� �82.00'- 82.00°� I- 82.00'� I--g4,Og'-� " " 4- THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM, TO BE 55.00' �55.DO' 55.00' 55.00' 55.00' 55.00' S5.00' 55.00 55.00' S7.08° 60 00' 65 00' C1 52.31 60.00' 49°57 20 N65°38 55 E 50.67 OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. IN COMPUANCE WITH IDAHO CODE SECTION l r r 5' l r F I g r 1 r � r- 31-3805(1)(b). ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. i 48 147 46 . . 45 44 43 42 41 0 40 3g 38 37 ® C2 41.93' 60.00' 40°02'40" N20'38'55"E 41.09' 5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE !Uaj _ " C --. bra a ® y ,., w N o y $ N o� y o N M '�� l in n n APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. �? !� C3 41.93' 60.00 40°02 40 N19°23 45 W 41.09 !`� I� I� IN ° i� I`r ° IN 00 Ir; I� " IN I ;� 6- MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBIUTY OF THE Go r-n Z. �� z _h `° z CO z .P to � � '- � r Cr N o M ,►�I C4 52.31' 60.00' 49°57'20" N64°23'45"W 50.67' LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. � z• z z Z z n rn I I II �IL� L__ L C23 I I 10 Iv C5 29.66' 36.50' 46°33'16" N66ro5'47"W 28.85' 7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH ��dd 5 GROUNDWATER ELEVATION. _ -55.00'- �55.00'- -55.00°- -55.00'- -55.Q0'- -55.00'- -55.00'- -55.00'- 22.08 - C21,.L16J I--L18--I LL S89®22'25�E =' _ _ _ N89°22°25"W 462.08' C24 2 SEE �c, L17 B+ C6 27.68' 36.50' 43°26'44" N21°05'47"W 27.02' 8- THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT NO _ 9°92' � �? �� 2579 sf o 36 L2O��L� a AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE W. DAPHNE ST. _ C7 27.68' 36.50' 43.26'44" N22°20 57 E 27.02 OR PUBLIC BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT 9_ .._.. 'y �8 S89°22 25 E � o>i7 -55.00'- 55 00°- -55 00'- -55 00°- -55 00'- -55.00'- -55 00°- -55 Oq'v 32.00-Cs�' R'55' �'.35 128.18° '� w a HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A c; C8 29.66 36.50 46°3316 N67'20'57 E 28.85 ® (- �` g a, U, , 7165 sf ,� NUISANCE AT THE TIME R BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN 35w 34� 33� 32 31 . (-29� �28-I 27 i L .SI397225� . J A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL `'' I 'y' l. ``' ``' ''j 3Q �+ �+ _ C9 10.50' 83.50' 7'12°17" N87.01'26"E 10.49' FACILITY OR EXPANSION THEREOF. �05 " $ y �:4 u_ V rnNaM"� � y _ roNa� r�' ", " y . 130.94° ® N o` N r` N r` N i� N r~ �., e• N re N id o �6 M.�, �L�K 25 $I C10 9.34' 20.00' 26°45'49" N83'11'48"W 9.26' 9- LOT 11, BLOCK 23; LOT 22, BLOCK 24; LOTS 30 AND 36, BLOCK 25; AND LOT 26, BLOCK 26 ARE COMMON LOTS ® N e o N N c o �, � N `�, � N `�, TO BE OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. OR ITS ASSIGNS. SAID LOTS ARE Ir cc I°- I•- °o I•- I� co 1.- I.- �c, 1� w `� I� W _ "O 7363 sf z h > " OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION -•.-�� II " ¢ i .��89°2225-1 C11 18.69' 55.00' 19'28'01" S79°32°54"E 18.60' SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, -S89I'22'25"E� . -` J o� 'lol , • w " AND LOT DRAINAGE. LOTS 30 AND 36, BLOCK 25 ARE CROSS ACCESS/COMMON DRIVEWAY LOTS DESIGNATED TO 1 -�.! o C12 26.04 55.00 27 07 40 N77.0915 E 25.80 PROVIDE ACCESS TO ADJACENT LOTS 28 AND 29, BLOCK 25 AND 37 AND 38, BLOCK 25. USE AND MAINTENANCE OF ' '- ® I a -6 33 7627 If oo"'$ SAID DRIVEWAY LOTS SHALL BE AS ESTABLISHED IN THE CC&R DOCUMENTS FOR THIS SUBDIVISION. ® to 155.00 55.00 55.00° 55.Do,- 55.00 55.00 55.00 55.00 58.50;�11 r, r 17 18 l 19 1 _ 20 21 1 22 r 23 �5 25 voil �.-�� J Uj ��589`22'25"E C13 36.72' 55.00' 38°t5'22" N44'27°45"E 36.04' 10- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN � C,D M 10 �o " o y °J IIo "' "w o 24°ww, ~w inl m �- 131.50'- C14 51.83' 0' 3°5 ' " 1°3 ° 4 4' RECORDED AS INSTRUMENT NO. 114030972, RECORDS OF ADA COUNTY, IDAHO. ®C ® .uT M :�. .an N rn M �• r� N �$ N ^I �$ N M rs u 0 1'0 M �o Nlo 0 55 0 5 9 53 N 9 53 W 9 9 �, co C � �, �, - "' N "' o ,��, 2' 232 7232 If qI " 11- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT b I� I:" , I� I� of 1� IP I� o 23.5 23.5 Sag ° a UNPLA D C15 6.52 20.00' 18.40 52 S19'19'23"E 6.49 RECORDED AS INSTRUMENT NO. , RECORDS OF ADA COUNTY, IDAHO. 5 J I a' I I ,r( 26 '1 5' 15'131;0- �_ C16 3.70' 20.00' 10.36'32" S4°40'41"E 3.70' 12- THIS SUBDIVISION WILL BE ANNEXED INTO THE OAKS HOMEOWNERS ASSOCIATION AND SHALL BE SUBJECT TO THE �_.... - 1..._..-.. - 5. -555.DO'- �5.00°- -55.00-°-1 I-S-5.00� -55.00'-1 5.00 55.00- 32.00-Gay v 31 CC&R DOCUMENTS AS RECORDED IN INSTRUMENT N0. 2015-035955 AND AS SUBSEQUENTLY AMENDED. _ , v �s 6977 sf $ N89'22'25� j " �,, R-55 c��812�6.91' C17 4.73' 20.00' 13'32'20" S7'23°45"W 4.71' 13- PORTIONS OF LOT 11, BLOCK 23 ARE COVERED BY A CREASON LATERAL ASSOCIATION EASEMENT AS SHOWN IN _ _ _ N89°22 25 W 45_7.00 _ r_ SEE INSTRUMENT NO. 2019-015728, FOR OPERATION AND MAINTENANCE OF THE CREASON LATERAL. THIS DEVELOPMENT IS 15"®®' ® W. RIVA CAP RI ST. _ c,2 6o s 9°.~' L24 3®M rt2gl C18 5.50' 20.00' 15.45'05" S22.02'27'W 5.48' SUBJECT TO A CREASON LATERAL ASSOCIATION LICENSE AGREEMENT AS SHOWN IN INSTRUMENT NO. 2019-015727, ---- ` N 9 Ci v �L2y6�� � • I RECORDS OF ADA COUNTY, IDAHO. I r--55.00'-- -5-5.00�- -55.00'- -55.00°- -�5-5.Od'- -55.00'- -55.00°- 55.00 -C10 C12�L 5 I C19 54.62 55.00 56'54 00 N1.28 00 E 52.40' 5' ,,; I 19 ,,; �2Q� �21� h,�,22� �23 �24� �5 26 r 27 I 28 I 29 0l C20 40.13' 55.00' 41'48'33" N47'53'17"W 39.25' ®SAL Iro18 a r^ r� -" r� r`D y s r� rC- M " �, "' ri C21 24.93' 55.00' 25°58'04" N81°46'35"W 24.71' ` T y18 n N o taa W N a N " r N � �� N a O N a N L I` N cD ^ N ur IN M n Ic® "' k E^ I� ►�- N N " " ° CLINTON 1N. HANSEN to � I� I h- C22 13.60 55.00 14'10'19 S78ro913 W 13.57 z g' I K 01 25 90"" POINT ®� n w ry I L ,J L J L J L ,J L J L ,J �L ,J L ,J ,J L ,J L J C23 9.34 20.00 26°45 49 N84'26 58 E 9.26 PLS 11118 do \.._......_ -_ .._.- 55.00 55.00 55.00' S5.00 55.00 55.00 55.00 55.00 55.Do 55.00 55 00 67.00' ®EGINNING v w 2Q' N 9®16'45 67 .00' I C24 10.50 83.50 7°1217 N8546'16"W 10.49' ® F OF ® g 4� _...._ .- --- -_...- - ..... -- .. - ......._.__ - --- ---- - - - ._.__._... M q &F No. ?O15, C25 94.25' 60.d0' 90'dd'Od" S4422°25"E 84.85' ®IV W.�k Cp im W. Mc I ROAD - _ - -`� 0792, 28 1/� g 1��� - 28 27 C26 29.66' 36.50' 46°33'16" N66'05'47"W 28.85' TOLL SOUTHWEST LLC 33 1317.68' SE CORNER 1317.86' C27 27.68' 36.50' 43°26'44" N21°05'47"W 27.02' DEVELOPER E OAKS SOUTH SURD. 0. 1 r j SW 1/4 SE 1/4 - - 34 HORSHAM, PA - - - ---------- - -BOOK 10 , PAGES 15124-�15126...._... - - - - - .. 33: •• --- - ----- - 1163' 8350' T58'S1" N3°29°51"W 1162' .............. S89°16'45"E 2635.54' BASIS OF BEARING C29 44.30' 83,50' 30°23'46" N22°33'10'W 43.78' WEERINU T...T_ ,T-..`__r.. -� --� EVII IWO' - - _ J® N . 1912®7 n ions E OAKS SOUTH SUBD. NO. S �� - C30 44.30' 83.50' 30°23"46" N52°56'56"W 43.78' Land Surveying and Consulting 231 E. 5th St. Ste. A, Meridlan ID 83642 BOOK110, PAGES 1573 -15737 1 / 1 i C31 30.93' 83.50' 21*13'36" N78•45'37"W 30.76' SHE 1 OF 3 YOLUTIONSLLP (208) 288-2040 - (208) 288-2557 fax 18-:35 OAKS NORTH SUBD NO 7 Pl.A?.UWGiL MERIDIAN, IDAHO L C N L C N r�t��m/�D ABBREVIATIONS D j�Ar�/��T G C N E.sN.. ABS Acrylonitrile-Butodiene-Styrene cf Cubic Foot DING Drawing STANDARD ABBRE Y�li1IO S MH Manhole PP Power Pole SB Seepage Bed SY Square Yard O o o L ABAND Abandoned CI Centerline E Easting MIN Monitoring Well PSI Pounds per Square Inch SD Storm Drain TAN Tangent Af U. y oCL ACP Asbestos Cement Pipe CO Clean-Out (Sewer) EA EACH FL Flow Line INV Invert N Northing PT Point of Tangency SEC Section TC Top of Curb !V r o -p M o NJID AH Ahead CONC Concrete EC End of Curve FTG Footing IRR Irrigation NO. Number PVC Polyvinyl Chloride SF Square Foot (feet) TEL Telephone E..0 C.g- (, a� ALT Alternate CONST Construct, Construction EG Edge of Gravel FS Finished Surface ISPWC Idaho Standards For Public OFL Overflow Pipe PVMT Pavement SG Sand and Grease Trap TOB Top of Bank 4-0 N o y >o> o BC Beginning of Curve COORD Coordinate ELEV Elevation GALV Galvanized Works Construction OHP Overhead Power R Radius SP Signal Pole TOE Toe of Slope C ao R BK Bock CTV Cable Television EM Electric Meter GB Grade Break IVC Island Vertical Curb PC Point of Curvature R/W Right-of-Way SPRK Sprinkler TOPO Topography V °' _ _" 1 BM Bench mark CY Cubic Yard EP Edge of Pavement GIRR Gravity Irrigation L Length PCC Point of Compound Curvature RCP Reinforced Concrete Pipe SS Sanitary Sewer TRANS Transition a � s C3 BVC Beginning of Vertical Curve DBL Double EASE Easement GM Gas Meter LIP Lip of Gutter PE Polyethylene REF Reference STS Storm Tank System TYP Typical 9 L 4 O "'0 - "-0 o BW Back of Walk DI DropInlet EVC End of Vertical Curve GR Grade =- Q LF Linear Foot PIRR Pressurized Irrigation RL Ridge Line STA Station VB Valve Box I O O = _�. � a � CB Catch Basin DIA Diameter EXIST ExistingHDPE High Density Polyethylene ' i s✓ �'°' N 2 W 9 YLP Low Point PL Property Line RR Railroad STD Standard VC Vertical Curb ++ L DIP Ductile Iron Pie FG Finished Grade HORIZ Horizontal p LT Left POC Point on Curve Rt Right SVC Supered Vertical Curb VERT Vertical ' ` Q � --DW Driveway FH Fire Hydrant HP High Point MAINT Maintenance POT Point on Tangent S Slope SW Sidewalk WM Water Meter co V �� _ L c E-:5 NOTES .o- 0 o GENE CONSTRUCTION WAR SEWER W.cHERR ARK sr. a _ 7 ' o A T� C G7 N C 0 Y� A N C g O v T� (21 U O sL-• 0- in 1. All construction work shall be done in accordance With the current version of the Idaho Standards for 1. Construction of the water system shall conform to the standards in the Idaho Rules for 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA ' -cc, &d� Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any Public Drinking water Systems (IDAPA 58.01.08) as well as the standards and specifications 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 0 2" o N v a a> E 2 addendums), the requirements of the Ada County Highway District (ACHD) and/or the requirements of the referred to in General Construction Note No.l. ' 11 I a s o &-.Z Idaho Transportation Deportment (ITD). The more stringent of any of these standards shall be the controlling 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm a o o s C, y standards or specifications. 2. The horizontal separation of potable water mains and non-potable water mains (sanitary drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water ' ®25 ® '- fN sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary main and non-potable water main to cross with less than eighteen (18) inches of vertical separation, LL t.:. S o � E y 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and Drawings on for a potable water main and non-potable water main to cross with less than eighteen (18) the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public I v site at all times during construction (available on the website). Failure to have a current copy of the inches of vertical separation, the crossing shall be constructed in accordance with Section Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). ® V g s v °' a Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section ® 9 I j t o n o " " 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non-potable services and potable water services or potable water mains ,i 23 O I"' $v o s o 3. The Contractor shall have plans stamped Approved for Construction by City of Meridian Public Works shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable 19 17 1s 19 21 o Q Department on site at all times. 3. The horizontal separation of non-potable services and potable water services or potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be ' 24 � a e o' w CL water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems a o 4. All Contractors, Subcontractors and Utility Contractors shall attend apre-construction conference (or an main and non-potable water main to cross with less than eighteen (18) inches of vertical (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). i; ; on-site meeting with the City of Meridian Project Inspector) prior to start of work. separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses $ a a16 5Z 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without twenty-four (24) hour prior notice. Rules (IDAPA 58.01.16). a stormwater treatment facility (i.e., seepage beds, drainage swales). g O $yN„O•-N W.MILANO DR. - W.MILANO DR. C s d _ _ C E s U 4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to subgrade or top of 6. Contractor shall notify the Public Works Inspector forty-eight (48) hours prior to required testing. storm water treatment facilityi.e. seepage beds, drainage swales . 9 P pipe", g 0 o o Contractor may not open or close water valves. ( 9 ) Pipe to natural round, use "Class 200 water pressure i e", ASTM D 2241, SDR 21, including service Y P lines and fittings. _ e = oc - � . � � 5. The Contractor shall be responsible for providing continuous water service to all existing water ® N E C o y w 3 c s 7. All material furnished on, or for the project must meet the minimum requirements of the approving users affected by construction. If water service must be interrupted, the Contractor shall 6. The Contractor shall conduct an air pressure test and television inspection after all underground A - ;� o_ � d E d agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that coordinate with the Public Works Inspector. utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final ' Fy K W - o N all materials installed on this project meet the specification requirements set forth in General Construction acceptance of the sewer. N o o Note No. 1. 49 s9 S1 52 gS S4 5s ' o � = o 0 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and Be w OL+-� �+'9`O standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All CCTV inspections shall be completed by a third-party testing firm. 2 ' 0 2-S o g 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches N °'H = ` PP ( ) P 9 aggregate ( ) P 9 ( ) P 9 P paving. PP 9 PY PP P PP P Y P ov for pipe; B placing of a re ate base; C placing of concrete; D placing of asphalt avin . 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the 8. Approval and acceptance of all sewer construction will be b the Public Works Department, and their a g ` .r N Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, or decision shall be final. Such inspections shall not relieve the Contractor from the responsibility of d = o o c 9 o �Co 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public C-909, Class 150 PVC. performing the work in an acceptable manner in accordance with the approved construction plans and as as7 � � � � � 41 � � � ,..-�Q z o � � �... Works Department, and their decision shall be final. Such inspections shall not relieve the Contractor from Standard Specifications and Drawings. 1111=2 the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE 8. Five (5) feet of cover shall be provided for all water mains located in a section line and approved construction plans. mid-section line road. Four (4) feet of cover shall be provided for all other water mains. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, unless I ' AL otherwise otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the �5 ,ST 10. C 10. Any deviation from the approved plans and specifications must have the applicable agency approval in 9. Locate subsurface storm water disposal facilities (including unlined ponds, infiltration beds and Supplemental Specifications and Drawings to the ISPWC. writing prior to construction. drywells) at least 25 feet from main water lines. This requirement does not apply to catch basins or sand and grease vaults. 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. _ _ W.DAPHINE ST. ae 11. Prior to beginning installation of street lights, the Electrical Contractor shall obtain an electrical permit Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental - - V4 O from the Building Division of the Meridian Public Works Department. Any deviation in street light locations Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the �'a A [9a co The Contractor shall notify the Public Works Department two (2) working days before initial pe es eyon way were ere s a from the approved plans must be approved in writing from the City Engineer. final insction. Service lin shall extend ten (10) feet bd the right-of- h th ittached as "j' construction begins and shall also request inspection of water lines and appurtenances .�� OF �Cr twenty-four (24) hours in advance of backfilling. sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may 12. Take all fat dimensions, easements and certain off-site easements from the plat. be a maximum five (5) feet deep at the property line unless otherwise approved by City Engineer. �'S 11. Construct, pressure-test, flush and disinfect all water distribution systems in accordance with 13. The Contractor shall maintain all existing drainage facilities within the construction area until the 34 applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. 11. The Public Works Department will inspect all public sewer construction whether within public 25 � ga s1 27 W m o drainage and irrigation improvements are in place and functioning. right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours LU o N=N 12. The Contractor shall be responsible for locating and marking all existing service connections prior to start of construction, and again twenty-four (24) hours prior to pouring concrete collars. m $ C, 14. All Contractors working within the project boundaries are responsible for compliance with all applicable an a W per Standard Drawing SW3. I � 0 o W o safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices CO 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe =w m z and control of traffic within and around the construction area. 13. After installation of the water mains, the trenches shall be compacted to 95 percent of laying and pipe joining operations and while making sewer taps. Clean and restore to their original state 17 1a 19 20 21 22 23 pA 25 z o J W 15. All Contractors working within the public road right-of-way are required to secure aright-of-way maximum density to prevent further settlement. any ditches and storm drain facilities that are silted due to the Contractor's dewatering efforts. Bedding and pipe zone material shall be three-quarter 3 4 inch rock chips unless otherwise approved. Z construction permit from ACHD at least twenty-four (24) hours prior to any construction. 14. The Contractor shall field-verify all valve box lid elevations to assure the lid elevations P P q ( / ) P PP ' a -fs OZN�� match final street grade, & that all meter lid elevations match an extension of the sidewalk o 16. The locations of existingunderground utilities are shown in an approximate way on The Contractor 9 13. The Ada County Highway District will inspect the trench above the pipe zone in accordance with ry v��r1 f� Z 9 PP Y IY grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign current ACHD standards. re BENCH KS U) �8 W shall determine the exact location of all existing utilities before commencing work, The Contractor assumes debris and to ensure that the locking lids are free of concrete from the collar pouring 31 oz , C all responsibility for an and all damages caused b his failure to exact) locate and reserve an and all NAM __M CO. HARK) �„ w P tY Y 9 Y Y P Y operation. 14. Install sewer service lines prior to street improvements. - W.RIVA CAPRI ST. W }w underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. vER11CAl, DATUM HORIZONTAL DATUM - - - �; Z m m Sal � iwzoir 15. Flanged or mechanical-joint valves shall be located in the street, and fire hydrants are to 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian SupplementalZSV .B o = 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet be centered between bock of sidewalk and the right-of-way as shown on Standard Drawing W7. Specifications & Drawings to the ISPWC. ELEVATION = 2533.49 N = 724037.5 from water mains. This requirement does not apply to catch basins or sand and grease traps. All gate valves shall be set as close (flange connected) as possible to main line fittings. CHISELED X IN E = 2436117.8 i 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian SIDEWALK 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Supplemental Specifications & Drawings to the ISPWC. 'my C ® � Engineer. ELEVATION = 2533.70 N = 723712.0 9 to 19 pat 21 22 24 23 25 27 29 29 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the 17. All manholes shall be constructed to be watertight with the to of cone located within one 1 foot L0 0° actual locations of the constructed pipe line and an other utilities encountered. The Contractor shall provide 9 P O CHISELED X IN E = 2436114.0 � � «� w P P Y P 17. The Contractor may pressure-test all water lines before disinfection and flushing, for His of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of SIDEWALK ® eI- these locations to the Design Engineer for use in the production of record drawings. own benefit prior to installation of other utilities to ensure the integrity of the installed line. risers and grade rings. The sewer Contractor shall field-verify the elevation of the top of the manhole After all utilities are installed and prior to paving, the Contractor shall perform a final pressure cone to assure that all ring elevations match final street grades. Manholes may have twelve (12) inches ® oo v 20. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but not test and finder wire continuity test with Meridian Public Works Department personnel in maximum of grade rings. x limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any attendance. The Contractor shall furnish all personnel and equipment necessary to conduct the L ®� work to be done outside of the 300' extended boundary of the project will require a separate permit test. Only water from the City of Meridian's water system shall be used to conduct the pressure 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the concrete � through ACHD Construction Services Division. The Contractor will schedule on inspection, requested through test. collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The SITE PLAN _® a ACHD Construction Services, 208-387-6284, a minimum of twenty-four (24) hours prior to construction paving Contractor shall contact the City of Meridian Public Works Department twenty-four (24) hours prior N.T. fto ® o starting. 18. The most current edition of the City of Meridian Specifications and Standards Book MUST be to pouring concrete collars. f 1111111111114 2 00 on site at all times. A stop order can be issued if the book is not on site. (n w 21. All construction shall adhere to the Geotechnical Report prepared by Materials Testing and Inspection, 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with v� ® �.. dated July 20, 2018. 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in SHEET INDEX w 0D the vertical wall placed on the upstream side and rotated forty-five (45) degrees. Manholes less than the field. Mark and construct service lines in accordance with Section 504 per City of Meridian Z M u Supplemental Specifications & Drawings to the ISPWC and Std. Dw SW3. The service marker four (4) feet deep shall have concentric cones. ft-ROADWAY - - PP - P 9 9 o, 0 shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the 1 OF 16 T-1 = TITLE SHEET cal 20. The Contractor may air-test all the sewer lines after backfilling and settling of the trenches for his ® t 1. All Contractors working within the public road right-of-way are required to secure a right-of-way right-of way where there is attached sidewalk and ten (10) feet beyond the sidewalk where 2 OF 16 GRD-1 = GRADING P r a. construction permit from ACHD or ITD at least twenty-four 24 hours riot to an construction. there is detached sidewalk. own benefit prior to the installation of the other utilities to ensure the integrity of the installed line. He P Y ( ) P Y shall furnish all equipment and personnel required to perform the test. The Contractor shall retest all 3 OF 16 GRD-2 = GRADING PLAN sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe utilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule 4 OF 16 LGT-1 = STREET LIGHT PLAN zone. with City of Meridian Public Works Department a minimum of twenty-four (24) hours prior to the retest. 5 OF 16 LGT-2 = STREET LIGHT PLAN co F; LQ 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the 6 OF 16 ST-1 = STREET PLANo improvements outside the public right-of-way. Engineer. 7 OF 16 ST-2 = STREET PLAN ® �•�I �` o w 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE 22. The Contractor shall be responsible for locating and marking all existing service connections in 8 OF 16 ST-3 = STREET PROFILES7179 latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the w Y CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL accordance with Standard Drawing SW3. 9 OF 16 S-1 = SEWER AND WATER PLAN & PROFILE I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any 0 improvements. EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC W. CH K ST. / N. BLUEFl AVE. m ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES Book MUST be on site at all times. A stop order can be issued if the book is not on site. 10 OF 16 S-2 = SEWER AND WATER PLAN & PROFILE 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY W. MILANO DR. ROAD t (- PRESSURE IRRIGATION 11 OF 16 S-3 = SEWER AND WATER P & PROFILE ®®M Z Z w 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG W. DAPHINE ST. Works will inspect storm drainage improvements serving private roads, parking lots and other paving LINE AT 1-$00-342-1585 PRIOR TO ANY EXCAVATION. 1. See sheet PIRR-3 for pressure irrigation notes. improvements outside the public right-of-way. P 9 12 OF 16 S-4 = SEWER AND WATER PLAN & PROFILE ,y®,y M U) W. RIVA CAPRI ST. / N. BWEFIELD AVE. 7. Place ail water valves, blow-offs and manholes so that they do not conflict with any concrete curb and 13 OF 16 PIRR-1 = PRESSURE IRRIGATION P Lii gutter, valley gutter or sidewalk improvements. 14 OF 16 PIRR-2 = PRESSURE IRRIGATION PLAN "' F�- 8. The street Contractor shall backfill all sidewalks at the completion of the paving. Z STREET PLAT LEGEND SEWER LEGEND WATER LEGEND 15 OF 16 PIRR-3 = PRESSURE IRRIGATION PLAN, DETAILS & NOTES ® t~ o_ 11+00 No _ 16 OF 16 DT-1 = STREET AND SHARED DR AY DETAILS C A ~ 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on Sealer Line & Station W Construct Water Line � W U the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. 0+00.00 Centerline Stationing 1"=2000' 0 cLJJ n 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and _41--n- 0-- Sewer Manhole & Pipe Angle �-J Install Double Water Sen+'�ce LOCATED IN THE SE J OF SECTION 28, TOWNSHIP 4 � include any area damaged by equipment during trenching operations. Concrete Vertical Curti, Gutter & 180' 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, Contractor Seperated Sidewalk, per ACHD Supplement S.C. Service Connection NORTH, RANGE 1 WEST, B.M. shall replace the entire roadway surface. to ISPWC SD-701 & SD-709 Install Single Water Service MERIDIAN, ADA COUNTY, IDAHO U 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel S.L. Service Length Z path of a lane. Matchline shall only fall in the center or edge of a travel lane. nstall Fire Hydrant P Y 9 Concrete Rolled Curb, Gutter & S.I.Sl Service Invert 4). Plowable fill or imported material may be required if the native trench material is deemed Separated Sidewalk, r ACHD Supplement " u unsuitable b ACHD Inspector, does not meet compaction standards or time is a critical factor. pp - - ►8 S- -r�'�- Exist. Sewer Line & Manhole Install Conc. Thrust Block Y P P to ISPWC SD-702 & SD-709 IDIAI 1� 5). Any exceptions to these rules shall be pre-approved in writing by ACHD Staff before construction - -12w- - e Existing Water Line ® O begins. Storm Drain System with a Drop Inlet, antaC&MMICIbn SCALE IdTS -12"SD and Manhole - - - -o=- _/ Existing Double Water Service DEVELOPER ENGINEER 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the ® a IN t WDWG.DATE 4/20/20 ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD Boundary Line �.-- Existing Sing{e Water Service =�, T®LL SOUTHWEST LLC ENGINEERING SO L_U'f I O N S, L.L.P assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be PROD. N0. 191207 approved in writing. The following variances, listed by date and short description, were approved for the - - - - - - - Right-Of-Way Line -6 3103 W. Sheryl Drive, Suite 100 1029 N. Rosario St., Ste. 100 Z O =E- Existing Fire Hydrant W project: None. - Centerline Meridian, Idaho 83642 Meridian, Idaho 83642 a SHEET 1 OF 16 Contact: Kris Moncado Kathleen M. Stroschein, P.E. ®_ IL 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but Lot Line ' ® Phone: (208) 910-9511 Phone (208) 938-0980 m not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete ' T. ■ Email: kmoncada®tolibrothers.com Email: Kathys®engsol.org work. Any work to be done outside of the 300' extended boundary of the project will require a Direction of Surface Flow ® ® Q separate permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, O Z requested through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hours 08 CONSTR/191207-T1.DWG rior to construction starting. 91 y y -�N J ♦ e L mU L �++ gi L C U F ' 00 N O > > y p_ LL C O O P �pj O i I 0. > a dQ, ALL f - f y pp I) . .. . ..... .... .ti........... ....... : : ...... ... ... . .. ........ �.. ' ti ....... _ 1 LE4.. L Wavg � ..........._........................................................ ........ ........................ ..... ..................................... . . . . . . . . . . . .... .... > ... ......................_ . ..... ........... .. . .. ........ : ..... ........ . . . ::: : _... o a o �. . .............::::::::: O >oyOA_ L+O _ . . ..... ____----__ C_................. _..........................._.................................... ... .. . ... . . ...... d.cr •_Coq- _y 0O r RIM= 2539.4t ���� Q +-' f' c a', nQ� o EX.42"GIRR EX.42°GIRR " - - - - - - - - - - - - - - - I - - - c ___L 14 y - '� A L - uc .s ]�j � 40 20 0 40 80 120 67 N 3 I4-p 4'9 f A o� p a-L C A ' a SCALE 253j - 2 ON o E .alI Z 7S s y y U ® 0 `mot � y LL Lu {{j q W p SL { t1 Ip S BLOCK I! I fp i y V C 7 °I f i I �I k ® - cX 4 • `J 1 s( '.; _ TW(MAX)=2538.4 MAX=2538 7 6 o o o TW(MAX)=2538.1 T1F� ) _ TVKMIN)=2537.E Ti MIN)=a537.9 r 11 MIN)=2538.a PAD=2536.5 ` 'f PAD=2536.8 j < PAD=2537.1 I TI (MAX)=2538.9 0 I+ € MIN 2538.4 /� I 101.5 100.0 co c ` o L i 4 1 TW( ) C D o f - ` C O O O.'C N O PAD=2537.3 > o U U� 0 N 100.0 100.0 } - �° s t .g o ivi o c + E �° ? ? S � � i - N t y C I � ® ,{�/n A'�°� /J�f//�j • o• C C U(n 79 � � � I GTJ y U U cliA � I I A U C y C y o W.CHERRVBARK ST. �,a - - - Cr TW(MIN)=2538.E I I A g = L 13 50 N cm " 2531.2 PAD=2537.5 p I V _ -_ PAD ELEV. 100.0 c s G O o _ o s L_ - m .-- • m. - a e a e y - I I TW (min.): 101.1 I - r f'• tl � TW (max): 101.E o o � 2537 I43'� �� I I a o y , _ u\ o ar O - II �/ti I 23,29 100.0 -- -- --- -- 1- p d 1 TW(MAX)=25M.1 1 (MAx)=2538 4 TW(MAX)=2539.0 7XMAX)=2539.4 TW(MIN)=2537.E TW(MIN)=2537.9 TW(MIN)=2538.5 :; TW(MIN)=253&9 8 PAD=2536.8 PAD=2537.4 I PAD=2537.8 tea' 2 { PAD=2536.5 , �� � �1 � 100.0 98.5 0 G 1 25 24 23 SIDEWALK �. _ I I i$ < J ?s WO � 1 24 00 � R �X a CURB AND GUTTER Z H = Z I AID, 6 I �° 1�� I ,�°o 9° PLAN i�E I �' ` . �. �`� � 2538 �ao .�� ti`� ) 5 f TW(MAX=2539 ! o _ 253 TW(MIN)=2539.0 I z o W 6 2537 1 f I PAD=2537.9 9 I a N o = Z Z z N Z C7 - . . BLOCK 23 C> 01 W C W - �1 ®YY(C.5 (� 16 17 18 19 1 20 21 - O ZLJci ��"wWz mZr aW BLOCK 24 TW(MAX)=2537.5 TW(MAX)_2537.8TW(MAX)=2537.2 W VZI TW(MIN)=2536.7 TW(MIN)=2537.0 TW(MIN)=2537.3 TVY(MAx)=2538.1 TW(MAX)=2538.4 TW(MAX)=2538 7 RIM= 2539.8t PA® a 2:1 MAX Z PAD=2535.E PAD=2535.9 ; PAD=2536.2 TW(MIN)=2537.6 TW(MIN)=2538 2 I` PAD=2536.5 TW(MIN)=2537.9 PAD=2537.1 I` I PAD=2536.8 25 your 2:1 MAX Xo " I TW(MAX)=2539.3 T 2538.8 A 9 r MIN = V i 1) i y PAD=2537.7 f SECTION A-_ /� W `ti f '. ® 00 tU- 1� °A �`'-�253� ? 01 �- oa' 00 t 253E Ld w o X TRANSITION FROM BACK TL N • �' SIDEWALK TO PAD ® Co oo 20 .- - W.MILANO DR. - �, D 3:1 3:1 MAX v¢i © �, o 0 0 ca ® 04M cm C� ILANO DR. �� ON uj co N 4 . - - a -� SECTION B-B - E , .?� .s, .,y° z •?8 2538 � ��s�--2539 `�`���' PAD DETAIL r I SCALE: N.T.S.TW(MAX)=2537.2 TW(MAX)=2537.5 TW(MAX)=2537.9 TW(MAX)=2538a TW(MAx)=25385TW(MIN)=2536.7 TW(MIN)=2537.0 TW(MAX)=2538.9TW(MIN)=2537.4 . C14° TW(MAX)=2539.9 INSTALL 0.5 PAD=2535.E )= 8 TW(MIN)=25�.4 TW(MIN)=2539.4 TW(MAx)=2540.9 `o SWALE AS NEEDED PD=256.9. . PAD=2536.E I !. PAD=2537.3 u MIN =25 40.4PAD=2538.3 2.0,r PAD2539.349 50 51 52 BLOCK 2554 H z53 55 56 z - - - -� - - � # BLOCK �+ - - � ® C> °® 253E�s oP ® �s -�® 2537® I � ���v1 0 z 1 s o °o; .�o oIn A z ® �`1 ti � '__�___-y" ' s �` °A 2538- ,� °° � AN Z ---- ----- - _ IV - --------- - 2537 . --- -- - - -------- --_ -- -__---- _ =__ --- ------- --- 06 `�' �■y --- --- ? ? , I�vITP ?s , 253E ?sue _ ° ?�`�, �ssj ?ss t ?s ----- eI� 4-PIRR . y. -�2539= �== --- - N Q _ -� e ? ° - wo - - - 'o 2537-- - tip' �-----_.2538 I �� _ I I (MADE 3:1 TO LOW 1 SIDE. SEE DETAIL 1 GRADE 3 t TO LOW C�3 �,BILOCK SIDE. SEE DETAIL V� �■ C� 48 46 45 THIS MEET 43 41 39 THIS SHEET ® � I } 47 + t 42 40 S 37 8 . 1 BLOCK 2 NOTES: z 00 04 U 0 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION OF N THE PROPOSED IMPROVEMENT& THIS WORK INCLUDES CLEARING AND GRUBBING, WHICH INCLUDES CLEARING THE GROUND ® SCALE 1"=4®' SURFACE OF ALL TREES, STUMPS. , UNDERGROWTH, HOW, HEAVY G OF GRASS AND/OR , NLL STRUCTURES, DEBRIS, RUBBISH, AND OTHER MATERIAL NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER CUTLEU EST' TES STRUCTURES. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN a w DWG.DATE 4/20/20 APPROVED LOCATION. EXISTING TO FINISH GRADE ELEVATIONS > PROD. NO. 191207 ZeCONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR REUSE DO NOT MIX TOPSOIL NET CUT: 4,980 CY z 0 WITH SUBGRADE SOILS. TOPSOIL SHALL BE REUSED AND COMPACTED TO ORIGINAL CONDITIONS. NET FILL: 12,317 CY 3. IN AREAS THAT REQUIRE FILL OVER 1 FOOT THAT ARE OUTSIDE OF RIGHT-OF-WAY, CONTRACTOR SHALL STRIP EXISTING CL SHEET 2 OF 16 GROUND AND BACKFILL WITH STRUCTURAL FILL PER THE GEOTECHNICAL REPORT PREPARED BY MATERKS TESTING AND INSPECTION DATED JULY 20, 2018 AND INCLUDING ANY ADDENDUMS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE PROJECT ENGINEER, CITY OF MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS, AS TESTS ARE PERFORMED. GRD- 1 4. ALL CONSTRUCTION SHALL TO THE MA G AND INSPECTION REPORT DATED JULY 0 0 <z 20, 2018. LL 08 CONSTR/191207-GRD.DWG U cn ( A c c UD 2 a c a ++ p U 4) C-0U 00 o � O 2536 '�- `-- -- - � �� _---^ � �� ds, v1 � L �w��s °--0 2537 1 I �, ti '' OD �, o. �, s t N �g� �• ?aS� '�s0 �S 1 0 �44 .00 ?Qy. ? � k �'� o ®o a'_� o IV �o � --�`-1` ,t � - �, �S�' N -2 sus off° ,�o oC, o �`''� 11 i ' 538--- moo ��® ,yam a o a F c�a - - - ----- -- ------ =---2537 so �. o �. _._-------,yams 1 �`. ..,,.. -,m - mo Qf Qf - -- ,, 4 2537 -------_ -----_ �.__ -.. �.�,� _ �,,..�y. - -- -------- -- -- � �`� ti`' �� o o. �- _ ---_- -- _ --- �----_- -- ------ - gym-- - - `��---___= = G = N s�� � 2536 �s� Zs3,so h ?ssjm�. } � n.� ?s ." . 4"PIRR 2539- ? � •+ �_� e o r i t o -, - - �'---- a - - - o o - s _ ti 2538 ss `' o f f - -� o r 2537 ' 0 - E �o - - f� .'00 -- r:- `� - I o Ucirn I (30 c' (MADE 3.1 TO LOW l � i � I to- GRADE 3:1 TO LOW g ++ SIDE. SEE DETAIL SIDE S�EIEt DETAIL f�/rJ) THIS SHEET � THIS SHEET I 48 47 46 452 00 , ,: 44 43 42 a>E41 40 39 38 `c_ ~o'0 0o37w. E E 4'2BLOCK 2 an TW(MAX)=2536.8 TW(MAX)=2537.0 TW(MAX)=2537.4 TW(MAX)=2537.9 MAX=2538.1 MAX=2538 5 3 - _ = INSTALL 0.5' 40 20 0 40 80 1 20 �- o, a MAX)=2537.2 T MAx)=2537.7 Tip ) TVK ) TW(MAX)=2539.3 TW(MAx)=2539.5 o I I ` TW(MAX)=2536.6 TW(MIN)=2536.3 TW(MIN)=2536.5 TW(MIN)=2536.? 1 MAx)_253s.4 o a _ f PAD=2535.E �_ MIN)=2536.9 I MIN)=2537.2 TKMIN)=2537.4 t; Ti MIN)=2537.E TI MIN)=25380 TW(MIN)=2538.8 TW(MIN)-2538.9 �" S�IALE AS NEEDED �� o ate, MIN =2539.0 TW(MIN)=2536) PAD=2535.2 �; PAD=2535.4 {€ PAD-2535.8 PAD=2536.1 PAD=2536.3 PAD=2536.5 PAD=2536.9 PAD=2537.? PAD=2537.8 )4f s { C Vj J i i C PAD=2535.0 PAD=2537.9 Lu I E f fF f fR 2.0 SCALE IN FEET a z �' i = 1 • - d F s $ v g;t - V 1r I ' _ _ "1 ? ? ��. ` ��oc. ss ss o® 2536 oR` �o & iv sr °' y m 1 9 ® V - 8? ' 51, 00 op W _ �� .e . , . co -s. :: o 0 .���� N •C „ •y .- a ,- .. i• q3 '. ` U) s 73gif9 1.1� � a _ o 7_ V U'O O � U �� �s W.DAPHINE ST. t.5x MIN 36 1�0 ,�� tt i �'� ®„ o o a ~ W.DAPHINE ST. w w c� ce c�7 4 CA U o E 110; > el • c V. 0 in a • k ° 1 _ -; _ e I �1 ?,SQ� �9 ? d F TW(MAX)=2539.1 o U s' 35 CA `�sj8 ti s,�, s ? ?S` ' 25 .82PAMD z5375 6 I 1'� e��', o L o®� - - - - - - - - - - _ 25 .90 s = c U V ( 36 � =- 101.5 100.0 °' y f f TW MAX=2536.5 MAX=2536.7 MAX 2537.0 I ' TW(MAX)--2537.2 ' }" TW(MAx)=2537.4 TW(MAX)=2537s � TW(MAX)=2537.8 I' TW(MAx}=2538 t j MAX=2538 5 I 3 fl a _ a e II O T ) T ) �, T ) f U p f - TW MIN =2536.0 MIN =2536.2 MIN=2536.5 TW(MIN)=2536.7 TW(MIN)=2536.9 TW(MIN)=2537.1 TW(MIN)=2537.3 TW(MIN)=2537.E M!N =2538 0TW(. f f I ( ) ) ) PAD=2536.0 PAD=2536.2 PAD=2536.5 s ) ! f TW(MIN)=2538 4 C,1 100.0 100.0 C =r ® y �, PAD-2534.9 PAD=2535.1 PAD=2535.4 PAD=2535.6 PAD=2535.8 PAD=2536.9 34 _ f - I MAX 9 as ° 1 I I PAD=2537.3 ti"-� ----- ------ -- N' �=o o . ! 35 I# 34 33 32 31 ' ' 29 fl 28 Ifi 27 � '� j N o - f ::' n " Q n• a. (MADE 3:1 TO LOW I ff ` THIS EET ( I I€ THIS SHEET �, (MADE 3:1 TO LOW 1 f I ��� SIDE DETAIL - - SEE DETAIL w ? I CJS1® l SAL I °� o°2s.�7.... I �� 2536 1�0 ,�� -- 1,�0 - - - o m s, '� I l °� 1 --------- ��=- --------- --------- - �� ----2537__ _ --tip -- 2537 I �` -s -- - - - - m - ---------- - _-__--- --- -------- --------- --- - _ --^ .... .a,.,.., .�..,,.*�-.gem- ,.,_ -_ G, �. ----- -- - - --- N_ = = _= -= --__ = -- ou - �....... 6 .� ®® Q ------- ---- I TW( 3,j , , l 253 2537 PAD=2537.6 N ' ®�s �a1 I PAD ELEV• 100.0 I tls o TW (rein.): 101.1 I l�, OF f I - �1 TW (max): 101.6 r 17 _ 18 1 ..:.. 20 21 22 r 23.. 24 3 � ?s 4 ; ; 25 _ u BLOCK 26 T � ` I; II WMAX)=2588f f! MAX)=2539.2TW(MAX)=2537.2 . MAX) ( 25383 25381 � g ( TW(MAX)=2539.4TWMAx)=2537.9 MIN =2536.? TV(MIN)_2537.8TW(MIN)_253s.9 TW(MIN)_2537.1 TW(MIN)=2537.s TW(MIN)=25380 TW(MIN)=2538.3 TW(MIN)=25389 32 MIN =2537.4 TW(MIN)_2538.7 �PAD_2535.E PAD=2535.8 PAD=2536.5 h PAD=2536.? o zoR ;S PAD=2536.0 PAD=2536.9 PAD=2 PAD=2537.8PAD=2536.3 537.2 PAD=2537.E lc w= mo om00•0 100'0- -- - - -- -- - - -7 . s 34+)6.76 W F J W i� _ ta- - 1 , C. I it i • . ?.4 Ozj�o0 z ' a. 2537.59 100.0 98.5 s ? : CL o? ?� ` � f = , , w•s r z a . . . ., . ::. .' I �s SIDEWALK t o •9, 1� M TW(M� 2 7 _ PAD=2538.112 �1, - o m ��'� B.� ~ aZ 5 g w z o W.RIVE CAPRI ST. - - - _ - a W. RIVA CAPRI ST. - 'o, -- f ��� CURB AND GUTTER - 4- - ca ' - - J ? � ® t CD LO PLAN MEW - so 1.5% MIN � } - - o :P. - - • ? ® � to � f ? o- 'r. I .. 4y...... ?s�� a ?� ? 9 o soGL f f f -�. .........................: 2538 s� �S 4 0� �9 'L` ILjLj ...... Elf o Cl I ' 1-4 O ® a: I f I 1 j4 t I i f , � Ir PAD 1-4 2:1 MAX az co254o.t(MAx)=25E T (MAx)=258.8 f I MAX=2540.0WMAx)=2537.3 I MAx=2537.7 2 (MAx)=2584TW(MAX)=2537.9 TW MAX=2538 WMX)=2539.2TW(MAX=2537.5 TW(MAX= TW(M� )-2540.1 2:1 V) TW(MIN)=25 .8 TW(MIN)=2537.4 TW(MIN)=2537.7 TW(MIN)=2537.9 TW(MIN)=25381 TW(MIN)=2538.3 TW(MIN)=25387 TW(MIN)=2539.5 : TW(MIN)=2539.E 259.ETW(MIN)=2537.0 TW�MIN)=2537.2 )- ca PAD_2536.3 PAD-2536PAD=2535.7 PAD-2536.1 .E PAD-2536.8 PAD-2537.0 PAD-2537.2 PAD-2537.EPAD=2535.9 PAD-25384 PAD=2538 5 PAD=2538 5 w o f I 18 t 19 20 21 ; c 22 I SECTT�N A-A f 1 24 I 26 a 23 25 27 28 1 g9 �I �f i o r (oF ,o®° �oFoo?� �� �oF` po" ?s,;ta' o° °�' - °F.� o fi °E'Aso �, ti � : TRANsmON FROM BACK 6`r`? 253 �VJ- _- - `� - - - �p�`': SIDEWALK TO PAD k - - - - s �r�r - - - -- - - - - - 20 _ _. �. - - 6,fir' •• 3.1 MAX 1 PAD15 3:1 MAX taf - - mg - - - - - - ... - - _ - - - a - I - - s a a. a- .. .................................................. ....................................... r W.McMILLAN RD. 0 . .:........ ............. ................ n . ............ - SCALE: N.T.S. rA 0=4 06 0 cq Z DOTES: 0 ® pQ U) 1. THE CONTRACTORS SHALL REMOVE ALL OBSTRUCTIONS ABOVE AND BELOW GROUND REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS WORK INCLUDES CLEARING AND GRUBBING, WHICH INCLUDES CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY G OF GRASS AND/OR , FENCES. / Z STRUCTURES, , RUBBISH, AND OTHER MA NOT SUITABLE FOR THE FOUNDATION OF PAVEMENTS AND OTHER CUT! FILL EMIRATES N STRUCTURES. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON-SITE SHALL BE DISPOSED OF OFF-SITE AT AN EXISTING TO FINISH GRADE ELEVATIONS 70 2. CONT�OR SHALL STRIP AND STOCKPILE TOPSOIL FROM ALL TRENCHING OPERATIONS FOR DO NOT MIX LOCATION. NET CUT: ,8 CY NET FILL. 15 • 1570 CY � SCALE 1"=40' WITH SUBG SOILS. TOPSOIL BE R AND COMPACTED TO ORIGINAL CONDITIONS. Q LL 3. IN AREAS THAT REQUIRE FILL OVER 1 FOOT THAT ARE OUTSIDE OF RIGHT-OF-WAY, CONTRACTOR SHALL STRIP EXISTING � ® DWG.DATE 4/20/20 GROUND AND MFILL WITH STRUCTURAL FILL PER THE GEOTECHNICAL REPORT PREPARED BY MATERIALS TESTING AND INSPECTION DATED JULY 20, 2018 AND INCLUDING ANY ADDENDUMS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO PROD. N0. 191207 THE PROJECT ENGINEER, CITY OF MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMIT'S, AS TEST'S ARE PERFORMED. 4. ALL CONSTRUCTION SHALL ADHERE TO THE MATERIALS TESTING AND INSPECTION REPORT DATED JULY Q. SHEET 3 OF 16 20, 2018. ® a- coILL! Q 0 0 Z EDGRD-2 ® �08 CONSTR/191207-GRD.DWG E a 00 ca>.00 >Q, U _ 6 E (g) a t, a> c C o ++ U s O p � O w 4w) A-tic �d ®,•U O N O:� � O w V O C } I • . � (21.) C N O Q C C_ y d ?y c c o _ v0 E Y� ® O fq � AN O �L� C A 14 m� � o.. aw $`g(ry� ,fir/ j a 6fi@-6d� I w Z �..`O N N V fj ll t e e N nE I 00 � o� N I I I _ _ N N o � ; .kl jI I LL L Gov 2 E v> I s iY I I£ 1 I i i ® � o �`. Nc� o0 I P/1 C H 19 18 w0 �. _ o > � g�oago y O I 17 ( 16 115 II _ IF11 2 ' I 3 4 5 O U � oyoo BLOCK 9 III I I I 1 a o N:_ I BLOCK 23 N ! I ! 40 20 0 40 RO 120 a. o o � mli I Q ,I k 6 I � 0 o� NN S IN � C2t� A` Q V 5 so ��EI _ s I( �:•� it � -.A CU J.m I P •� $.-. N C O N d O N O C `'' N q _ — — ... - — — ! W.CHERRYBARK ST. — I LIGHT# $" V. H �._' O E 7 2����6.'1 — — — ---- ---� _ �— _ _ _ — I LEGEND m-m o s EXISTING — — � � E a o � o� �. T � EXISTING — - - - = T _ 8°°s 1 EXISTING N E - — — — — — — — — EXISTING STREET UGHT -- — — — — - - — — — T' T I I I i \ r • - - PROPOSED E II STREET LIGHT 5510 s� I I I I o �� �� LIGHTS MERIDIAN C UGHT POLE NO. 0 8 E I � rW � I 5 , 4 3 2 1 1 25 24 23 I g g STREET LIGHT NOTES o W s H m C1 N N 1 BLOCK 24 I m=m 1. ALL STREET LIGHT CONSTRUCTION S BE DONE IN ACCORDANCE WITH THE o o Z - I t CURB ION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONALELECTRIC CODE. W o o �+y �, u,'! _ ,/j r�r 9 { { 'J Z W !Wn /J 1 - T -- Y i/t ii-i -� �f6���� � J R' U Z 2. A STREET LIGHTING ELECTRICAL PERMIT SHAM BE OPENED PRIOR TO STARTING N=S. o I I � U C�� Z Z a Z d W WORK. USE THE ONLINE CITIZEN PORTAL AT o W BLOCK23 oZmm $ ® https://citizenportol.meridiencity.org/CdizertAccess/ TO OPEN A PERMIT AND z J W REQUESTINSPECTIONS. W o z a- m W lk 15 16 17 18 19 20 21 m 1 ad 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE BLOCK 24 ; REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED I WIRING. 01 I a i � 4. STREETLIGHT ES S BE LOCH 10' MIN. FROM TREES 5' MIN. FROM I I FIRE AND 2' MIN. FROM WATER METERS. Is o � v 10 ® � X f 1 5. K ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH �� uj ® IT I I I I A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING a 1 ELECTRICALPERMIT, O SUBMIT A D COPY TO THE MERIDIAN CITY PUBLIC WORKS DEPARTMENTPRIOR TO REQUESTING FINALINSPECTION. Co . . 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR 208 o M — — — -- — {; TS, ACCESS Co _ — — — co REGARDING UTILITYCON OR TO ACC � I 898 5500 FOR QUESTIONS N11lAl•Ev 8f, LOCK M PEDESTALS. N a� _ W.MILANO DR. LIGHT 8 r c I—-- — — — — 7. CONTRACTOR S COORDINATE CONSTRUCTION IDAHO POWER CO. CD 0 — \ ' LIGHTS 8°jS W.MILANO DR. ` 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. (—-' 7717-7 a 9 . 4 9. THERE IS A 10' STREETLIGHT EASEMENTCENT TO ALL STREETS WITHIN THIS SUBDIVISION. III I I i i ! 1 10. TYPE 1 POLES SHALL BE BLACK. cc j G I ¢ E I a El Q i i,% I I ® IZ Ike 1 8 9'I `' = ` ! Ifm1 2 I I i� I— i 11 49 50 51 52 53 54 55 56 I G I BLOCK 25 ~� ® � # z I BLOCK 2 LANDSCAPING NOTES Q; �•:II �` � ' II I I � � � � E 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED O ~ — 4 CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO Q c� � 4"PIRH F ACCOMMODATE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. (� Q F— E"� Co Z SEE SHEET LGT-2 00 SCALE 1"=40' N � W DWG.DATE 4/20/20 ® PROD. NO. 191207 ® 0. SHEET 4 OF 16 m Q � 0 < LGT- 1 ® Z ® 08 CON9R/191207—LGT.DWG C O � ® a O O E ® C d•O ` >9 LL $J ®® ®yam 4O` ( U a O n� dj O C O A 22 O O W O E"co'_ ( 0 _o' _ ii+/ ® E c v ti U SEE SHEET LGT-1 . � wcC� ° V ' o O- ~ O-'5' O O C } ♦+ .sue+ co c co � S — — _ o. ® 16 0 COIL" ag O FL i.L a A` U E2Ej A w Q I: BLOCK 25 ®R' V O..L.•d W m ro d E it 0 � � ��� 13 12 11 Al 101 "� # '` 1 3 I 4 ' 48 47 46 45 44 4 � �,� a .� 3 42 41 40 39 38 37 j l z o o L o BLOCK 8 j•=E I BLOCK 2 _ , $ II � j F !� t .•� 1 u o rmtil � � li I ' v o v o_py o I! ' 40 20 0 40 80 120 > ` O pFf j .! Cz g g--g! oo S IN FEET � Z o0m D d O M yy r °. b •®- Q ' C t•O O •.. _ • .. , C COi 4= r i I a , ° — _ - - a' ..' .t + v w v o /j f 5s � I O O s . w ° 1.QT1 � O $ °1 O s c®i O h �.•' @U UV.DAPHIfVE ST. I LIGHT $ W.DAPHINE ST. �`F� f 36 I _ „ w (— i --- — -i'--' -- — — — — — — — " i T y o-w ,c c 1—_ II— EXISTING — — — «S # UGHT# T— _ c -�- : C i Q o 0 s o c { 1 ; ® ® V = . e m _ o .:� s - c B y LEGEND 1f t + e I I I I I f i j 35 I F ` I I EXISTING o _ I EXISTING STREET LIGHT CL o o w O — a4. C O C �•� E O u O I d Z ROPOS E 11 S EET LIG ~�' LIGHTS MERID C LIGHT POLE NO. �$1pNLu AL 34 5 4 3 2 1 I 35 34 33 32 31 30 29 28 27 IQ it ;{! I I TI BLOCK 26 LL_W a co 20 m G- - - 1 — ' �- -- ' - - - - - 4 STREET LIGHT N®TES23 c aI d 4F° I � I 33 ? I m W l 1. LIGHT CON UCTION S BE DONE IN ACCORDANCE THE o m N N 4`` ' THE MERID SUPPLEMENTAL W 13 14 15 I 16 17 18 19 20 21 CPRR���ONSION OF THE IS AID THE NATIo ELECTRIC CODE. =m I I I I BLOCK 26 22 23 24 25 s Ec To THE Is c, o I Zo�Z 2. A LIG NG CTRi PERMIT S E OPENED PRIOR TO ST NG o o WORK. USE THE ONLINE CITif ZEN PORTAL AT W Z W N 32 h s://citizenp®rt®I.meridianc*4.org/C&zenAccess/ TO OPEN A PERMIT AND REQU INSPECTIONS. o a ZZZ�W cn $WW � f 3. INST TION WILL REQUIRE INSPECTIONS FOR THE CONCRETE E m m o 4� REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND IA WIRING. CL - - — - g - —_ # f 4 UGHT ES S BE L 10 MIN FROM TREE 5 MIN M µ i } 8 S i vi < e a FIRE D 2 MIN M WATER S 00 5. K ACCURATE NO OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH �� N °: — — — — — W.RIVA CAPRI ST. �} , � 00 � W.RIVA CAPRI ST. A R LIN AS BUILT DRAWING OF THIS P SHEET TO THE STREET LIGHTINGCo ELE I PERMIT, —�- — — -� — — 7 ' � LIGHT ! i � - — -�---- - OR SUBMIT A HARD COPY TO THE MERIDIAN CITY PUBLIC � � 4-1-I 1 8'S f LIGHT# 8F,S 30 t I WORKS DEPARTM PRIOR TO REQUESTING FINAL INSPECTION. g LL 6 �I CONTACT THE CITY SPORTATION D COORDINATOR (208) ® ® o + m . — -- " as 898-5500 FOR QU ONS RE DING UTI CONFLICTS, OR TO ACCESS z o LOCK M P EST . V 22 °° # 7. CO CTOR S COORDI TE CONSTRUCTION IDAHO PO CO. 00 I I } I I I k I 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO o INSTALLATION. 9. THERE IS A 10' STREET LIGHT EASEMENT ADJACENT TO AL.L STREETS WITHIN THIS SUBD SION. 12 I 13 I 14 115 I 16 I 17 .� 18 19 20 21 22 23 24 25 26 27 I 10. E 1 PO S B BUCK. BLOCK 2 28 29 cd® s - a'J 15 c ® _ :5 LANDSCAPING NOTES z CD {a -- _ - - - - -- - - - - - . a • as , — - . °..'. . ... @.• '.—tee ..s .. --� �_ .4-- ° ° u W.NIcMILLAN RD. — 1. DS E D TR ALONG STR TO BE COMPLETED 0=4 0 1— AFTER CONSTRUCTION ON THE LOTS. TREES MAY BEM TOolow - - - - - - - - - - - - - - W.McMILLAN RD. ACCOMMODATE DR AYS, UTI ES AND LIGHT POLE L TIONS. z Q I� Lli ® uj z 0o � W ® ® SCALE 1"=40' N I1, W DWG.DATE 4/20/20 > PROJ. NO. 191207 SHEET 5 OF 16 � Q 00 LGT-2 ® Z 08 CONSTR/191207-LGT.DWG N c N o C y O U A O L L C ao E°= 00 c d.6 O > IL = 4 O ®y fl. > O dx !d m N. c:L� A O Pp :. . .... ^ '•`y dam' > - --- -- -_� - .42 R +L N o o o p I -- --- --- --- - --- 40 20 ® 80 120 Q o c EX 42 GIRR t, f FJX "GIR .... f 4. 11 - - 1 - a _ JG 'c c - .. a� U f H V �. C f } fn 'L of t � SCALE IN FEET TZ I15/� C i I $� Idl� 5 o p c C p m W U O rL+ Q.La m 17 16 15 1I 2 I 3 4 5 w Z i t %IX : C A N U va �pia BLOCK 9 I { BLOCK 23 ® N I a4 Im`]fy I e (L ® i� 9 E 2 j k I co o s s EET ®TE sT Lu o y I I �oocLoo I , I p 0 D U U p p U 1 20+39.99 1 (o 2536.00 21+89.99 22+34.76 t .. B1 ALL TYPE IIO PER S! TO SD-11326 AND INSTALL A SIGN STATING Z a BEGIN CONSTR. 2536.79 ® 2536.61 t .; T BE IN FUTURE. COORDINATE STAFF. � o a N1 GRADE BRK E 21+14.99 D$ ALL B E AT THE OF SIDEWALK D TO w c g 2536.31 22+59.13 .E I: B2 SD-1132A M PROVISIONS 60.02. THE E E A PLATE V ��- d <. - 2536.93 t AT OF THE SIX;I+1 TO E DETECTION. as - 4, - _ • 14° (OR AS Y AP SUPPLEMENTTO � o 5. g o O A : d 2537.05 SD-71� -(COMMERCIAL, - E', 6' THICK6 THICK W.CHERRYBARK ST. !I N1 �4 C2 g L W CHEgRYBARK ST. 7 i DA � C t= o g _ - - t DEf SI 8' SEPARATION}. °' -"O_ ®D O C - -+ +- ► BE PA TO A TOTAL ' LIP OF ® E o SC N N ^� N + 22+89.89 t II, C2 �� t C c � o2cSd N 2537.10 r I. C2 CO AND PER D TO SD-702. ® y o G --- - t CT 5° DETACHEDSIDEWALKSUPPLEMENT TO 709 SEE SHEET DT w o d FOR DETAIL. `L 23+19.88 >:'t L I OF M II SHEET LGT-t -2 FOR sTREET LIGHT 21+07.76 °O 21+82.76 '1 _ s o I N1 2536.2B 2537.26 i o .; `o�'w 20+39.99 2536.58 pS L SC SAWCUT EXISTING PA (2-MIN.) FOR " C o 2536.00 22+81.88 0 o s s Q o BEGIN CONSTR. 22+34.76 2537.05 • a VG 4' 1l SUPPLEMENTTO 7 oa= o o c �+.' E I U •.1. II ( I GRADE BRK 23 29 23+29 t r cL o z 23+29 �N o �� I 2537.31 2537.31 N1 OR RE- EXISTING GRADE BRK GRADE BRK { RE AS N ®I�AL �y+ 5 5 SW COORDINATE WORK WITH CREASON LATERAL TYP. TYP. $ Tk 8' I I I """........ J747ROW 23+92.41 4 I 3 2 1 I 25 24 23 II I Ds °0 33' 2537.5E iX r. �a ®� �w I I BLOCK 24 24100LLJ �� I I 24+24 24+24 1 2537.71 I 2537.71 i HIGH POINT HIGH POINT i m o r _ ® ® ........... Lu Z I Pu STREET NOTES: W "_ 9 �� os o W I .. � mo � BLOCK 23 1. MINIMUM 2' ASPHALT C LINE. ASPHALT REPAIRS M ISPWC STANDARD g = ±. p - - I . j w I 24+70A1 Z DRAWINGS, SD 301, SD 303 AND SD 806 CONSTRUCT PA MATCHES �' z�FaW 15 W 2537.52 (INCLUDING DR AY APPROACHES D UTILITYCUT STREET REPAIRS) IN ACHD 1 16 17 18 19 20 21mj oz�oo I RIGHT-OF-WAY TO MATCH THE EXISTING PA SECTION OR TO USE THE Q p 8 BLOCK 24 LATERAL FOLLOWING. PRINCIPAL ARTERIAL ROADWAYS S BE SP-3, 0.50 ' MIX, PG 64-28 N W 1. 25+33.91 C2 C2 25+33.91 EXTEND t2 :t INCHES (51 THICK, EASEMENTAS A MINIMUM W 4" OFF° E AND 25" OF 6• MINUS PIT a= 2537.26 2537.26 ACCESS ROAD. _ RUN. MINOR R ROADWAYS S BE SP-3, 0.50 INCH 7 MIX, PG 64-28 o z m m r ca> 2sj GRADE BRK 2510o GRADE BRK to of N2: INCHES (5' THICK, AS A MINIMUM W 4' OF -° E D 25r OF 6" MINUS PIT RUN. °C W o s + CRIED GRAVEL L COMMERCIAL., AND LOCAL INDUSTRIAL WAYS S BE SP-3 0.50 I 25+42.41 PC 25+42.41 PC (�� COLLECTOR, e 2537.10 2537.22 1 Q } t2' INCH ' MIX, PG 64-28 THREE INCHES (31 THICK, AS A MINIMUM 4° OF N4" FL=2536.83 FL=2536.95 27+38.96 2X 2X 33+67.18 2 s o4 E AND 20" OF 6" MINUS PIT RUN. COLLECTOR, L RESIDENTIALROADWAYS a 2535.05 28+10.04 28+85.04 29+60.04 31+85.54 PC - -► 32+58.54 PC 85 GRADE BRK SHALL AS A BE SP-3, 0.50 INCH 7 MIX, PG 58-28 TWO AND A INCHES (2.51 THICK, 30+36.25 DS 31+10 04 FL=255336.5�9 cj Q 253--25 .95 2538 t4' I 33+97.05 MINIMUM 4" OF ® E AND 14' Of 6" MINUS PIT RUN. � BEGIN CONSTR. N1 2535.34 2535.64A 2535.95 2536.25 2536.55 2539 7. 13 GRADE BRK • S END CONSTR. IF NOT SHOWN. ® N to Ln GRADE BRK D ' - I 2. CONTRACTOR S RETAIN AND PROTECT EXISTING UTILITIES, d COORDINATE WORK W COMPANIES INCLUDING BUT NOT LIMITED TO ® °�°N IDAHO POWER CO., IN MOU AIN CO., CABLE ONE AND CENTURY LINK ® W X $' TELEPHONE. o ,, W. MILANO DR. - I I N1 Nt C2 g W.MILANO DR. g L C2 N 0.50Z I- - - - - - _ g o g VG FL=2536.85 C2 DA MATCH EXPSTING N1 C2 Nco cn � `" C2 -+ , - - L _ �� B1 3. THE UNDERGROUND ES SHOWNHAVE B L FROM FIELDSURVEYo_ - I I L M 25+1s.s1 I + JUMP CREEK INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR S DETERMINE THE EXACT W.MILANO DR. C2 Nt B2 STREET SECTION. LOCATION OF EXISTING ES BEFORE COMMENCING WORK, THE CONTRACTOR < - - IF STREET IS NOT o ®_ �--` t ., • . . . ..d.. ..® ' -.• . :� . . .:. .�.: .s .a . . . . .- BUILT INSTALL � CONTRACTOR LIMES RESPONSIBILITY FOR AND DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE D PRESERVE AND UNDERGROUND UTILITIES. r I m + BARRICADES. S DIG LINE AT 1-800-342-1 PRIOR TO EXCAVATION. N1 28+20.96 29+02.96 .� d . 33+80 29 84.96 30+66.96 31+48.96 31+85.54 32+30.96 PC 27+38.96 2535.38 2539-71 2536.05 2536.38 2536.7i +85.54 2537.PC 32+58.54 . 33+12.96 253g.04 I cV o I I 2535.05 2537.22 P538.04 GRADE BRK 33+97.05 4. PEDESTR PS: CONSTRUCT PS PER ACHD SUPP ENT TO ISPWC SD-712H ® s BEGIN CONSTR. GRADE BRK FL=2536.81 GRADE BRK I 2539.13 r a (REVISED FOR VERTICALCURB) TRUNCATEDDOMES SIMILARTO ISPWC SD-712. I I END CONSTR. DOMES S BE RIGID INS -SET INTO THE CONCRETE (CONCRETESTAMP do I I ADHESIVE MATS NOT OWED) D S BE COLORED C OW.' PEDESTRIAN RAMPS MUST M THE LATEST ADA D ICC/ANSI A-117.1 REQUIREM r I ' 5. ACHD INSPECTION STAFFWILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE W ADA STANDARDS. E CROSS SLOPE OF ALL 2 I 49 50 51 P DI PS S NOT BE GREATER1.5% SLOPE. AS A BLOCK 25 52 53 54 55 REMINDER, SIDEWALKCROSS SLOPES NOT EXCEED 2.0%; THERE ARE NO I 58 "TOLERANCES" OWED. SIDEWALKS S MEET ADA REQUIREMENTS. I C6 BLOCS 2 6. ABANDONED BUILDINGS, TEST P OR WATERWAYS L IN CURRENT OR RE Z RIGHT-OF-WAY S 09 BE RE-EXCAVATED TO NA SOIL AND BACKFI N i STRUCTURALFILL P ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE z - - MA M THE REQUIREMENTSFOR ENGINEER FILL PER ISPWC SPECIFICATIONS D A COPY OF THE COMPACTION TESTS. MI,.4 7. ADJUST ALL EXISTING WATER VALVES IN WIDENING AREA AS NEEDED AND POUR CONCRETE IM H mo w COLLARS AROUND WATER VALVES AS NEEDED. Z z 8. PRIOR TO PLACEMENTOF PA KINGS CONTACT ACHD INSPECTION FOR �i 0 R o � VERIFICATION OF COMPLIANCE W POLICY AND EXISTING PA KINGS. ® �1 A U ®t� V) Z 00 CN STRUCTURALNO ACHD NOTES: N IL SCALE 1"=40' 1. IN BUILDABLE LOTS T REQUIRE FILL 0 1-FOOT THE CONTRACTOR S 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN ® DWG.DATE 4/20/20 STRIP EXISTING GROUND AND BACKFILL STRUCTURAL. FILL PER THE GEOTECHNICAL FACILITIES. � w REPORT PREPARED BY MATERIALS TESTING AND INSPECTION DATED JULY 20, 2018 AND ® PROD. NO. 191207 INCLUDING ADDENDUMS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED 2. MAILBOX CLUSTERS SHALT. NOT BE LOCATED ON TOP OF STORM DRAIN FACILITIES BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST AND SHALL NOT BLOCK ACCESS TO THE STORM DRAIN FACILITIES. LOCATOIN OF SHEET 6 OF 1 RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF MAILBOX CLUSTERS SHALL BE COORDINATED WIH ACHD. ® a- BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. ®D F- 0 ST- 1 u- Z 0 08 CONSTR/191207-ST.DWG L dC-0 E (D ® O Ny _ C d O o p va N E aL+ //D ® N ff) I CL C 2 N 4 r' ® n U { ~-' _ �G 20 0 40 80 120 7 p p o 0 CL BLOCK 25 `. N C.� N p-'-Q� O Q IO•- _o+ O _ _ N L 3 ( 4 48 47 C SCALEIN � 3 0 1 46 45 44 : 43 42 41 40 39 38 37 BLOCK 2 1 a� N o 0 a c� AN p $t �•s Ta p v0 N c p p � � a 31+90.06BK _ m o o maw m 0+00 AH c i fe 31+82.51 2 .....'IN1 ... .. . ................................•.........o . . . .. ..... - . 2536.38 2536.42 .. -ro27+20.44 GRADE BRK FL=2536.15 253451 0+13 55 BEGINCONST.R. 2536 59 ® ..................................................... 31+6044 ....................... ........ ................ 27+74 : ; " ::::: : 28+3 . 4:::28+8 .4 - 29+4 .44 29+95.4 2536.29 DS ��-co A hU 2534.74 62DS .. . . 2535. . . +4577 0+69.36NQTE 2536 B6 aCo�22537.E ! X 'o- yzcoa_-' - - ® � L C C f C C v, EoaoNNci W.DAPHINE ST. Nf C2 0 �s L: W.DAPHINE ST. / C4 36 ,�; f ALL TO SD-1132B INSTALL A STATING � � N1 . -� mac... - = g , - - S i - -- _�+ - C2 - N ` 0 61 T `1HIS WILL IN THE . COORDINATE ACHD STAFF E ` v C2 N "' C2 + c VG q,, ' ALL IA AT THE OF TO Il O - a o EV e+ d C L 0+7s.39 B2 SD-t 132A, PROVISIONS 60.02. 11{E E A KICK PLATE Q d 2537.05 AT THE SIGNTO E DETECTION. o °'_ �A L� . . -. T2:75.-75 T [1WLHIGH POINTCT 1 (OR AS SH ) IMNEWAY PER SU TON27+20.441+00 SD-710C -( - 'E, 6D 6-2536.95 2534.51 N128+20.51 ° 30+95.51 35 1D S ).29+30.51 29+85.51 31+82.51 o27+65.512535.36 2535.58 DS 2536.38 IE PA SI TC A AL OF 30' FROM LIP OF > BEGINCONSTR. 2534.92 14 30+40.51 2536.03 5$�t 2534.70 2535.81 ® s o N c R=2536.54 U�.•y C v p GRADE BRK J32+29.64 1+25.02 253 31+50.51 2536.84 ' C2 CT AND D TO SD-7 a o c N is C s 2536.25 2536.63 Fl=2536.57 ®_ o == o-C L f 32+ 6.76 w y�5 DS CONSTRUCT 5 SID D SUP TO SO SEE SHEET DT-1 o j( I 1+39.85 BK FOR DEIAIL 32+76.76 32+81.44 AH N y N 4.) o 2536.875 33 FL=2536.62 �N v E ' t 2536.89 L ALL OF MERI 0 LI . -1 AND LGT-2 FOR LIGHTt �, h`` I SC SAW EX NG PA (2-MIN.) FOR C E. e~ ...�::. 34 N C N o•_w C ® I -' t• ..2 I ' ....... -- ' 4' V SD-706. o o C E 35 1 34 33 32 31 29 28 T® ` 30 .. 27 OR RE Nc ........ o N1 - +� N W _ 1L-N J w a N2 REA6E/RE AS NEEDED. { B�®CiK �c6 2 33+32.76 TE LA 1®�Al+ 537 -::::::::::_. m 2537.11 3+61.76 ! UJI 3 2537.24 z :,.. 33. o _ 33+90.7s DS 5'Sili �a ��' H 2537.3s tl Ce FL=2537.09 TV. _,J 16 ' 17 18 19.:::::: 20 21 22 23: 2 00 BLOCK 26 25 i 2537.3676 FL=2537.09 .. 2537 34+42.07 32 ) W N q ` 2537.58 C2 C2 34+42.07 BK o o 3 HIGH POINT 0+00 AH STREET NOTES: T ES: 2537 58 W = < 537 _.......... 34+46.76 M 2' AS D = m 2 2537 56 L FL=2537.31 1. o W 34+ s.7s _ T CUT LINE. ASPHALT REPAIR M C STANDARD N o 39+98 1 GRADE BRK DRAWINGS, SD 301, SD- - . o MINIM AS AI S ISPWC ST DRAW{ 303 AND SD 806 CONSTRUCT ALL PAVEMENT MATCHES 2535.22 SND_�,\ 34+93.88 FL=253725 0+14.83 � ; (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT REPAIRS) IN ACHD39-; V BEGIN CONSTR. N1 �'� 39+03-11 38+48 37+93 37+38 35+41 2537.31 I 2537.55 0 RIGHT-OF-WAY TO MATCH THE EXISTING PA SECTION OR TO USE THE N # >I 2535.61 2535.�i 2536.05 2536.27 ;� 253s 49 2536 72 25536 94 253BRK _ 5'sw FOLLOWING. PRINCIPAL WAYS S BE SP-3, 0.50 j MIX, PG 64-28 N W �- GRADE BRK .... • 9:. . .• .a. .: .[ d W sy ,. . . . •. . ,..Q , q. as PIT za = W a ... ... . . ` . :. �. ,:.... <.. : . . .. 0+34 INCHES (5' THICK, AS A MINIMUM 4 OF BASE AND 25 OF 6 MINUS W G _ 31 W VG 2537.65 , 0.50 INCH MIX PG 64-28 FIVE m W a RUN. MINOR ROADWAYS S BE SP-3, �$' � m f �s / 0+59.10 ® INCHES (5'� THICK, AS A MINIMUM 4" OFF E AND 25" OF 6" MINUS PIT RUN. °C o W. RIVA CAPRI ST. - SC oo / 2537.75 ® ,� c = W Z o C2 N1 ,� - g g W.RIVA CAPRI ST. o C2 HIGH POINT N COLLECTOR, L COMMERCIAL, AND L INDUSTRIAL ROADWAYS S BE SP-3 0.50 I `--� - -+ ' - - o - °' INCH 1 MIX, PG 64-28 THREE INCHES (31 THICK, AS A MINIMUM 4 OF C2 f L M L " C2 o' BASE AND 20" OF 6" MINUS PIT RUN. CO CTOR, L RESID ROADWAYS - - - - - - _ 0+70.4s 30 I ® o 2537.70 - "� MIX PG 58-28 TWO AND A INCHES (2.51 - 2.0° AS A MINIMUco M 3, ® "I OF " ' " " ' --- - 4 E AND 14 OF 6 MINUS PIT RUN - - S BE Sco 66 ` 3s+43 . 3s 33 a.: 0 7 +ss.ss N1 ,� I _.. . 38+88/ 37+78 ao 2 3s+13 35+58 �' CONTRACTOR S RETAIN AND PROTECT EXISTING UTILITIES IF NOT SHOWN. `DGo I � 2535.44 2535.67' 2535.89 2536.11 ics 37+23 36+68 2537.60 cv ' ® M 2536.78 253$ DS 2537.00 1+10.67 COORDINATE WORK W COMPANIES INCLUDING BUT NOT LIMITED TOOD 2536.33 2536.55 DS 2535.22..... _ ........ ... SHO - `:"'.' 2537.40 CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK w x I 35+41 1+39.856K ' IDAHO POWER BEGIN CONSTR. 1+26.30 F- 2 2537.07 35+33.46AH TELEPHONE. I REMOVE AND DISPOSE OF GRADE BRK 2537.11 2537.25 PO TURNAROUND FL=2536.84 3. E UNDERGROUND CITIES SHOWN HAVE B L M FIELD SURVEYa Ia I INFORMATION AND EXISTING DRAWINGS. THE CO TORS D MINE THE EXACT I I LOCATION OF ALL EXISTING ES BEFORE COMMENCING WORK. THE CONTRACTOR M ASSUMES RESPONSIBILITY FOR AND DAMAGES CAUSED HIS FAILURE TO TLY LOCATE AND PRESERVEAND UNDERGROUND ES. CONTRACTOR Co Z � N 115 I 16 ( 17 18 19 20 21 22 23 24 25 26 I S DIG LINE AT 1-800-342-1 PRIOR TO EXCAVATION. -- 61 27 BLOCK 2 ' 28 29 C I ' 36 ' 4. PEDESTRIANRAMPS: CONSTRUCT PS PER ACHD SUPPLEMENTTO ISPWC SD-712H (REVISED FOR CURB) TRUNCATEDDOMES SIMILARTO ISPWC SD-712. DOMES SHALL BE RIGID INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) ANDS BE COLORED C OW.' PEDESTRIAN - . . N PS MUST MEET THE LATEST ADA AND IC SI A 1171 REQUIREMENTS. IR C/AN E U 15 5. ACHD INSPECTION ST WILL BE MORE CLOSELY MONITORING PEDESTRIAN L`� a 15 FACT OMP C A STANDARDS. PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE. AS A • .- ... NO DER, SIDEWALK .0 , THERE =� - - "'TOLERANCES" WE SIDEWALKS S MEET ADA REQUIREMENTS. � � - _. w - -•- ALLOWED. S t. .... .... - - -4 poz ........ ..... .... ....... 6. BUILDINGS, DOMED BUILD! PITS 0 WATERWAYS L I CURRENT OR RE Z RIGHT-OF-WAYS BE RE-EXCAVATED TO NA SOIL AND BACKFI - - - - . .._.................-...- _...........W.McMILLAN RD.......... ......... .......... .... _..._..._..................... ... _.... ........_................................ .................._..._....... .. . _. ..... STRUCTURALFILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE z of :5 .......... .. .. .......... . .. ......-..__....... - - - ENGINEERED FILL PER ISPWC SPECIFICATIONS - .......... ............................ . . ................................ - - - AND A COPY OF THE COMPACTION TESTS. z ONO ...........:::::::::::::::::::::::::::::::::::::.:::: :-.:::::::.:...::::........ 7. UST EXISTING WA VALVESI WIDENING AREA AS N D POUR CONCRETE C4 AROUND WA VALVESAS NEEDED. 04 cr 8. PRIOR TO PLACEMENTOF PA KINGS CONTACT ACHD INSPECTION FOR Z ��Pimp o U) VERIFICATION OF COMPLIANCE W POLICY AND EXISTING PA KINGS. ® 0 ®� U) F- Z O c*4 CN 00 STRUCTURAL NOTE: ACHD NOTES. nl SCALE 1"=40' 1. IN BUILDABLE LOTS THAT REQUIRE FILL 0 1-FOOT DEEP THE CONTRACTOR S 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10-FEET FROM ALL STORM DRAIN ® DWG.DATE 4/20/20 STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL PER THE GEOTECHNICAL FACILITIES. } > REPORT PREPARED BY MATER TESTING AND INSPECTION DATED JULY 20, 2018 AND Z PROJ. NO. 191207 INCLUDING ADDENDUMS. COMPACTION TESTING AND INSPECTION S BE PERFORMED 2. MAILBOX CLUSTERS SHALL NOT BE LOCATED ON TOP OF STORM DRAIN FACILITIES BY A TESTING LABORATORY Q FlED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST AND SHALL NOT BLOCK ACCESS TO THE STORM DRAIN FACILITIES. LOCATOIN OF ® CL SHEET 7 OF 16 RESULTS MUST BE SUBMITTEDTO THE BUILDING DEP ENT PRIOR TO ISSUANCE OF MAILBOX CLUSTERS SHALL BE COORDINATED WIH ACHD. BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. m 0 0L i 00I- ST-2 ® Z ® 08 CONSTR/191207-ST.DWG O IA U) A++ s v A c L vi a o E en 20 00 20 40 20 80 21 20 21 60 22 0 22 40 22 80 23 20 23 60 24 00 24 40 24 80 25 20 25 60 26 00 26 40 ® ° a=> a 254 2544 20 0 40 80 120 LL v c - N o .y Q .- v v ID.... cc {�Y O ti M®a. M MCL! Os O r® CL N o co "+ W) N "'= + mm O � QpM S IN FEET A� ® � � Mm � " M CV 1� f�0 W E cv u U ® + nm N "'® ¢ BI t9 N Nw + `n' N� HOF21ZOf�TAL SCALE V (� o C�°_- M e� Z N Nw II �- J2 IB N N 254 + "' ® N u W FINISHED GRADE w -+ N II II g Q °' 'N cli `� N ,; f°' �— AT CENTERLINE co °J C7—�ILJJ ; L 2540 2 ® 4 8 12 c ` 10 a J � W 0'O U q 01 V tV = w wm o a'a o.2 O 2 0.55% 'r•sa% 2.00% S I r— E 2 VERTICAL SCALE � j E 0.4 253 ---- ---- ---- ----_ __— --- - --_ -- ---- —__ — ----- -- 2536 a U)SE , EXISTING GROUND IiS'Q? S o E 02-� m AT CENTERLINE RolO•- U �1 2 WZ 5320 0 253 o s , LL o o 0.9 E n 1115 49 O QJ `9 O) - ii :O O O L O C< 252 2528 w $ _ c o U C� L_ O.Q V V O ` 9 V Z U E a 0 0 N W. Cl ERRYBARK STREET N. BLUEFIELD AVE. _ _o >1 9 d U•U V L y) C to C C 252 2524 v O $ OU VD C N_ O U O o rn C C.0 2 L7 c7 � � � � m CS � c9 C3 � H 9 � m C.3 � C3 m c� � t� VB @3 � ►y 0 °' � �O � ' ►L e� L%- ►� dL 4- H� 6L t� eG W B W B W B W ® W 1 W B W ® W B W ® Cu e W B W e W 1 W �""o' O M Lo r h y.7 M O O M N ¢f M N M 0) M N b co P� O CO 'a7' e 1 e e 1 B e 1 B e e 1 e aD O c0 c0 cC c0 P` ^ e® c® c® e® c® <® co e® `® e® c® c® cc W u- c o c o O N t[9 W r M to CO 1� aA QP OD @3 'j c N CO N M N M N M N M N M N M N M N M N M N M N M N M cwl N ® N ci N N N N N N N CV N N N N s N v m au t8' 6P9 In l[9 t1') tC9 H[9 tC9 l62 lL') HC9 Hn to In / O 20+40 20+80 21 +20 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 .Q E CO P•-• ` C U n V L + y y d O 2 80 27 2 27 60 28 00 28 40 28 80 29 20 29 60 30 00 30 40 30 80 31 20 31 60 2 00 32 40 32 80 33 20 33 60 34 00 34 40 26 80 27 20 27 60 28 00 28 4 8 8 29 20 29 60 30 00 � o w 254 2548 254 2544 AL GZSTCD �$ 254 c N N 2t 2544 254 14, 2540 6 , CD "' M N ca u ® N 0 ORIGINAL GROUND '�'l or, o ®� co Ul r w -, E- ,; m�- "' u z AT CENTERLINE ��' ®S r N'cl) M XN w to w M 1 O - —254 540 253 0.40%.————— 2536 m "ilo _ FINISHED GRADE 5 � ---— Z o ZQ o 0 �'B EFIMISHEDC r p--ONWw® co "' �� 50% 9 O (/3 zo � �W 0.40% _ _ ® _ — - -- - - --- - - - --- -- -- - --- - - - -- ----�� AT CENTERLINE Q ; oZ 253 — - --- 6��� 2536 253 2532 " �l Z o ORIGINAL GROUND�j AT CENTERNW _ o R Z o J V Z Y O 253 �R 2532 252 Q 2528 Of =wZo oza 4S'eJ W. API-IINE STREET W. MILANO DRIVE r 10 252 2528 252 2524 , G'3 �` C'' c7 cm �° 00 t°s �° cR s7 ea C3 cD c7 c7 �` G° �' ca cz G'S UB C7 U' G7 c'S c'3 C°S C°9 c7 �° •� to o HL `L u— H.1... L• (L 4 L% 4 U— 4 W B W 1 W B W 1 W 1 W 0 W e W 1 W e W W W e W B W W 1 W B W 1 W 1 W e W 1 W e W 1 W 1 W B W e e ) e e B B e / e B e 1 1 e e 1 1 1 O e to B e... e O 1 e ® O e N O N O) HA r t� M r r N N N gn �. Qg O N tC2 F- ¢.-- u ® 6aS c® CD ®o Hap O ® .o r N M tCa W cO c6 cp ® N M � N ._ N M Hs' O r� L11 N cl er5 eei v, uj uS ,r; eei ,� e® ep e® ec eo e® e® e® y� e® ec e® r� .0 W s� � �: �ci � aHj �}• arj �; e® ,a; Hai W.1 2 eri ui 2 "') M M M M M M M M M M M crj M cv' M ciy M �j M M M M M M M �*! M M M M M M M M co M M M M M M M M M M M M ® x ltT 1t3 M tl°9 R to ccy U, R eta CR, Ht7 h co R co � M R � 1 O lCy ua b � t[y HCs C24 � cm do tta M u's M � 11 U, � qg7 cm � �[] � W 2 N N N N N N N N N N N N N N N np N cy N N N Lo 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 ® 4 O co 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31 +20 31 +60 32+00 32+40 32+80 33+20 33+60 34+00 27+20 27+60 28+00 28+40 28+8 2 + 29+60 3 +0 ®® ftftiarc c ® o ft � �ui� z �� C ® a r 30 00 30 40 30 80 31 20 31 60 32 00 32 40 32 80 33 20 33 60 34 00 34 40 34 80 35 20 35 60 36 00 36 40 36 80 37 20 37 60 38 00 38 40 38 80 39 2 9 60 4 0 40 254 2544 CD Y � z Lo M � N ID N co w cli a c� Lo 2540 254 II w � � CD LU N W TLu o m v°-, `+ FINISHED GRADE M N AT CENTERLINE U 1 ® 0.43% -0.52% Ui L ® 3 _J + 0.52% LL 253 —_c®_ — ------ - ----- - - - ---- -- - ———— - --------- ---_ -- -- ------ — — ---- -- _ -0.40% � _ -- - ----- -- 2536 ® � cr (� \Q,Q• ORIGINAL GROUND �� F co- w �Q eso AT CENTERLINE � e ��s\ Lu REMOVE AN DISPOSE OF L u 253 ®1 TEMPORARY TURNAROUND I� LD 2532 ® A � Rig0 Emo 252 2528 co Z 00 W. DAPHI E STREET N. BLUEFIELD AVE. W. RIVA CAPRI STREET c®�I ® 0 SCALE 1'=40' 1"=4' 2524 2524 HORIZ VERT CD en H3 CD CD CD is e� CD es (D ea CD L9 C4 CD cm es � e� ens e� c� eB3 e7 e7 ' ® DWG.DATE 4/20/20 VB gy C7 tL C9 C'S C°i u. C7 `y U° C7 G7 H d C13 �y C7 �y CB3 oy U' G� C7 )y C'9 a1 C°3 <L C� CB �y C°S td_ Cy se. C7 C3 LL C'9 el C'S �.. Lu W e W W e W e W 1 W B W W 1 W B W 1 W 1 W / W e W e W 1 W e W W e W e W e W e W e W 1 W e W B W e N M � r M � o c � N ® PROJ. NO. 191207 e 1 e 1 1 B e e 1 B e 1 B 1 1 e e 1 1 e 1 e e e B N M � W W O M 6 6!' d @ N O O M t� M M •— HCS lHj 6® 0g j c® C® C'p t® t� 6� t® t® 6® C® <® C® CC C,p c® Ld 64j B® wj tfj f\ NZ 66 M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 'col M M M M M M M M M M M M M M M M M M M M M l[9 BC' R t6S M co M � M to M BA � 6c7 � 6C') � tQ7 � 1A � In � Hn M 1!7 W O M � � LH9 � In � Lt7 � Ln � tc'9 M t[7 M O M LL7 � 1@7 � BA 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 nH N N N N N n, n! N N N N N N N N c„ N N N N N N N N SHEET 8 OF 16 ® C L 0+00 30+4 30+80 31 +20 31 +60 32+ 0 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+80 39+20 39+60 4 + 0 M < w ST-3 ® Z ® 08 CONSTR/191207-ST-PRO.2WG I 1 li I I G7 ® stv �• a> �!BLOCK 9 9• I E s`� BLOCK 23 40 20 ® 40 80 120 W ai TB 6 cc Is i I I V ; << is , I Cr° m f TB CL E (� o XISTING YAL YE A I I S I O _ HORIZONTAL_ SCALE Q 43 �' Q `�� : Q w•-_ �, � o 1 � I SC=38+80 SC-39+56 SC=40+29 H 22. a � _i_ = U N ! SI=2531.5 SI=2531.8 I �N SI=2531.2 s c y _ SL S2 SL=53° SL=5T V6 I C®S i TB T7 S2 SC=40+62 4 2 0 4 8 12 N V ® ?•- ,-- / _ - - . `` E18 W6 SL-2 532 I E e v G s U Q er a.� {. a a q . N3 0' m K U O.�+ d WID 0� TB VERTICALSCALE 71 W.CHERRYBARK ST. i III ® b 190 LF 8 W.CHERRYBARK ST. E18 TB 7 i o y- ,, O• _ 6 --�-- - - - - - 12 LF E13 SSMH P7-04 2 �. ° � t ` STA=41+05.62 W z _ _ 36+00 �- �- - 2 - - - -38+00 39+00 8$ ?l E3 - L 12r _ I C U N V =SC 2 I V O�"C of E N I _IRF R & WATER KEYNOTE � y SL ®TE FIST ® 0 N3 I N3 I > � �ooCto I I rye EXIST SS�1NP4-07 N3 �X° try ��"'. S2 I STA=38+56.06 SC=38+72 S2 SC=39+46 S1 SC=40+24 ° tt��� AB Adaptor, 8", Fig, x MJ 00 o � 0 0 0 ��-N o SI=2531.1 SI=2531.4 SI=2531.7 w I IZ Z Cd O d L G SL=36' SL=36' SL=36' �;� l , B2 Blow-Off, 2", per Std. (W13), Including 8" Mainline Valve L1. ® S o o �' E8 TB 11 _ SSMH P7-03 i I E3 Elbow, 8", 11 1/4% W x Flg. o o I STA=40+61.55 SC=41+47 E8 Elbow, 8 , 11 1/4, MJ I I I o^ SI-2532.4 8 j N3 SL=53' 13 Elbow, 8", 22 1/7, MJ x Fig.19.0' ® 1 e 8.5' Asa 140 18 Elbow, 8", 22 1/7, MJ = � o 25 24 23 io.51:` E23 Elbow, 8 45, x Flg. ® N. - oC E.% c N d_ BLOCK09 4°PIRR I"' E33 ®bow, 8 , 90', x Fig. y N C V y y C '•�iig I 38 Elbow, 8", 90', MJ o N O o vc.. c...Po N2 I H Fire Hydrant Assembly Complete per Std. ( ) & (W9) iff Single Metered Service Connection 1" with 3/4" Meter and I 4°PIRR i`.4{� i SI=2532.7 3/4" Meter Setters, per Std.s (W1), (W2) and (W6). t C = - E, 0 ! C O'«' of e" SC 42+25 I S1 ' o� �s o CO) ISL 5T I Q N3 B��(�t( 23 S2 Double Metered Service Connection, 1", with 3/4 Meters and I W ( 3/4 Meter Setters, per Std.s (W1), (W3) and (W6). St®�1AL I � j I N ' S2 I I Tee, 8"x 8"x 6", MJ x MJ x Rg. �,5 p13TIP16 17 18 18 20 21 m Tee, 8 8"x 8", �i 1 BLOCK 24 ' ` z 'e.I 9 TB I W8 I P.C.C. Thrust Block (As requiredeven if not shown) 1 ! SSMH P7-05 i"3 o J sc=42+ss See Water Note 1 on Tide Sheet and iSPWC SD-403 ya ,A� �vv1 EXISTING Y�LYE B" I STA=42+85.62 SI=2532.4 V6 Valve, 6" We, FIg. x MJ l OI9° SL=51' - � - " �' O I a 10 V8 Valve, 8 Gate, Flg. x MJ SC=33+60 SC 34+36 I SC-35+11 V6 SC=35+86 SC=36+61 SC=37+28 } I W6 Water Main, 6" PVC, C-900 Sf=2530.2 SI=2530.5 SI=2530.8 SI=2531.1 SI=2531.4 t " m o SI .: Q SL=50° S2 SL=�' SL=50' T7 ( S2 SL=•`�' SL=50' S2 SL=50' � � T7 V6 H TB TB W8 Water Main, 8 PVC, C-9 S v oo � N1 N3 N3 W8 W6 ! W8 After Agency Has Cl All Necessary Valves, The Contractor U. o W N3 N3 I W8 N3 N3 � :.� o U. z �o Shall Remove and Dispose of or Re-Use Existing Blow-Off and w m Z i I � 8 LF Complete the Interconnection As Shown. o W S" - - �'II 8 8„W I < 9 . N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. z a MILANO DR. 205 LF _ 273 LF ;� 8°W (Adjust Water Line, As Needed, to Maintain Minimum Separation) W o o 0 36 LF 128 LF ( B2 0 W 8°S�I �--+� TB 8°S - -t ° - - ° - - - Water Note No. 3 and Sewer Note No. 3 on the Title Sheets o N W o z �o +� 36+� W.MILANO DR. 39+00 so tui C'® 35+00 36+00 37+00 - Remove and of Existing Clean-Out o z m 3 a, a. N4 . a. I T26 M 0 SC=33+68 s S2 SC=34+50 S2 A8 E SC=35+31 SC=36+13 I S2 �T SI=2530.2 SI=2530.5 I SC=36+95 SC=37+77 SC=38+60 S2 SI=2530.8 SI=2531.2 SC=39+40 t SL=39° SL=39° SL=39' SSMH P7-01 SI=2531.5 SI=2531.8 V8 SI=2532.6 SSMH P7-02 � W SL=39' SI=2533.5 STA=39+39.93 w STA=35+95.93 SL= 1 SL=39' SL=39' SL=37' 1 1 V8 NOTES.; � ��o s o I TB o 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall ® � �" I c I determine the exact location of all existing utilities before commencing work. The contractor assumes all W ® 2 1 i responsibility for any and all damages caused by his failure to exactly locate and preserve any and all � X 49 50 51 I 52 53 54 underground utilities. Dig Line telephone number is 1-800-342-1585. 000 BLOCK 25 }} 55 56 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install service 3 P I and/or marker as needed. 3. All sewer services shall be 4" unless otherwise noted. o 0 0' 4. All sewer services shall have a minimum 2% grade to the property line. 'o 38 00 38 40 38 80 39 20 39 60 40 00 40 40 40 80 41 20 41 60 42 00 42 40 42 80 43 20 43 60 5. The water mains shall have 4' of cover. y z �CN 254 2544 � ,~ ® a CM c r CM N LLo � N to O O N C1O rC® ® o p co II + 0 gw �t 254 5 ° = + � _ > J 2540 L� e a � �° " FINISHED GRADE W a -� c EX/ST/l1/ GR®Ui�ID = M � � 2 9 � AT SEWER LINE cco o Fr co � LI- Uj AT S ER LINE v '4tt � � � � r - EXISTING R N Z G OA D � M FINISHED RARE AT SL�✓ER L/NE � �y P- AT SEWER LINE pAQ�Q'de see ® � 0- z 253 2532 004 � V 176A0 LF ' W H ao Q � 40.06 LF 8°PVC @ 0.95X04 8,pVC @ 0.95% Z H ® 3 m LU 252 201.49 Lf ° _ LU 0.95� I � v ® � ® � 8°PVC @ N 2528 �0U N M U ® � � 'Co c N CD � � s- � In N 0 > co 6` rz C® N 867 -L. 252 �' N N ;' ° z 2524 ® ® LL! ® U Co C.D SD ® 1 40 1 ® � � �+ LL SCALE HORIZ VERT 252 � 252® DWG.DATE 4/20/20 �O Z ® PROJ. NO. 191207 W. CHERRYBARK STREET N. BLUEFIELD AVE ® a- SKEET 9 OF 16 251 2516 CO � �- S. 1 38+00 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41+20 1 +60 42+00 42+40 42+80 43+20 43+60 ® z 08 CONSTR/191207-SSW.DWG dam °, Al p U tv Q p E r 1 II 3 I 4 5 L ® � I0.�� I ii � I � v _a io�� #I I I,a I 6 � I. csa s, L ! v # I TB 40 20 0 40 80 120 a o LIS' NO0ALVEA• Te I °- � �0aaa� E �F- I I PI f i la . � a `., �. �Ie4U ® Ea� o� c.. a"i =38+80 SC=39+56 SC=40+29 H IN FEET C) V o; o =2531.2 SI=2531.5 o,`2 S 2.NI� € r.=�� 1 SI=2531.8II =53 S2SL=53' SL=53 V6 I HORIZOi�9TAL_ SCALE -t -00 omoo - os/N C 2 V Q.LV/ �TB T7 S2 SC=40+62Cl)t t 532.0 aWo C- _ .. C W8 N3 SI -- - - - _. �� .. I s 0 0 m E18 6 � U - TEI _• c of a - - - - I - - - - - E18 I mUo.-aW m W.CHERRYBARK ST. I I I �? 8"VV TB - 7 A a s A t>� - - -_ __� - - - i ® - 190 LF - W.CHERRYBARK ST. 12 LF E13 1� _ - SSMH P7 04 I VERTICAL SCALE �, 2 $E I ---I - - -- - 8°S -- �-- - - - - f ao izr STA=41+05.62 z - 36+00 - - -37+00_ - - - -� I - fins E3 y U - - _38+0 mit z SI-2532 2 �-Q - �4 a - "�- d Sm i-- - - f DUST SSMH P4-0s49 j N3 N3 A a l S R & WATER KEYNOTE FIST N- -_ I STA-34+ 06 f t N3 I o btt I I EXIST.SSMH P4-07 I j S2 s s o m SC=38+72 SC=39+46 "c� °! _ I STA=38+56.06 S2 SC=40+24 ttir� , ooa w SI=2531.1 SI=2531.4 S1 SI=2531.7 ° �4 w I A8 Adaptor, 8•, Rg. x MJ O o C Q SL=36' SL=36' SL=36' T I • =oo ��yo t I B2 Blow-Off, 2•, Std. W13), Including 8 Mainline Valve a a o I I I I I I I ( I E8 TB 11 I ( a ® o � � I- I E3 Elbow, 8°, 11 1/4% MJ x Fig. U d C O V N y c t 0 A p C SSMH P7-03 _ _ o E8 ®bow 8. 11 1 4' MJ C3 - ! I I I I I I I STA=40+61.55 SC 2532.47 8 I / 9 8 �0 ._ ,. , SL=53' I 13 ®bow, 8•, 22 1/2', MJ x Flg. � I I I I I I i 19.0 °C 8. 22 1 2' MJ 4 I 24 Itl 18 Elbaw® , / , c �� 25 � e�8.5 - I 23 ® 8 , a 11 10 5 � 3 ®bow, 8®, 45, MJ x Flg. =BLOCK 24 s� U C I LU • p C- E V•$ 4°PIRR Elbow, 8 , 90', x ng. ® _o C= V o O d s ® L� ®• gp�p A U Ei cal3 + I E38 Elbow, 8 , 9 , MJ •a a�i a"o- oNi N2 , H Fire Hydrant Assembly Complete per Std. (W8) & (W9) Q " c 2- s v ca 4"PIRR SC=42+25 I Single Metered Service Connection, 1 , with 3/4 Meter and y y sl=2532.7 9 I S1 3 4 Meter Setters r Std.s W1 W2 and W6 0 a T T /� SL=53' / ° ( )m ( ) ( )• o c " E �a I N3 • • � o o •>- o`o rn gg k d o, �lae BLOCK 23 S2 Double Metered Service Connection, 1 , with 3/4 Meters and r a= d = o 111 ° I 3/4• Meter Setters, per Std.s (W1), (W3) and (W6). cli 16 I ' I J cV S2 T7 Tee, 8°X 8 x 6•. MJ X MJ X Fig. QN�, I I � � i7 18 19 I 20 21 m I�, �sl BLOCK 24 a� I T26 Tee, 8•x 8•X 8•, All Fig. �` T��e���y� I TB j SSMH P7-05 :.€I `i W8 P.C.C. Thrust Block (As required even if not shown) 3 z V I SC=42+86 @ See Water Note 1 on Title Sheet and ISPWC SD-403 j STA=42+85.62 SI=2532.4 E(677 O VALVE V' • I I H I I N3 SL=51' V6 Valve, 6 Gate, Fig. x MJ EXIST SS'MH P4-02 " SC=36+61 SC=37+28 I 10 V8 Valve, 8 e, Fl X MJ SC=33+fi0 SC=34+36 SC=35+11 SC=35+86 1 � g• STA=3i+95.93 ��-� I � � � V6 i I SI=2530.2 SI=2530.5 SI=2530.8 C'I SL=50° S2 SL=50' I SI=2531.1 I SI=2531.4 SI=2531.7 I it I W6 Water Main, 6• C, C-900 SL=50' T7 S2 SL=W SL=50' S2 SL=50' �;� ! 1 I o T7 V6 H TB TB ' W8 Water Main, 8• PVC, C-900 A W g I17. I N1 N3 N3 W8 N3 W6 N3 W8 N3 N3 I< oo W -- - -- - ° W8 After Agency Has CI All Necessary Valves, The Contractor o . • fm I 8 LF e I 0 �..;� - oho = = -- `° - = � -- -_-- � •` R° •_ Shall Remove and Dispose of or Re Use Existing Blow-Off and z W J W6 11 omo = N - 9 •e. a, _ �` Cop Interconnection As Shown. J , a e < - - , . : . _ Complete the J N W z - W m _ W MILANO DR. g ail 8 8V 9 LF ` a See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. a N z z _ _ W.MILANO DR. 205 LF 273 LF �, 8t1W {� Needed, ` Z - - 8 I- - - - - -tW - - o 36 LF 128 LF B2 (just Water dine, As to Maintain Minimum Separation) Z _ J 8°S e- CO, y O O _ 8°S - N3 Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. J a o W - 11� � � � � W 3e+00 W.MILANO DR. 3s+QQ N o C,w o - - I 33+� ; 34+� ® 35+OQ 3s+QQ 37+00 I ui z o _ . - Remove and D of Existing Clan-Out 0. - w d- - - __ . . m a z i Z m cmmm . 1 o mm e � T26 f f SC=33+68 S2 SC=34+50 j S2 A8 SC=35+31 SC=36+13 SC=36+95 S2 SC=37+77 SC=38+fi0 S2 I I 1 ` ' SI=2530.2 SI =2530.5 SI=2530.8 SI=2531.5 SI=2531.8 V8 SI=2532.6 SC=39+40 00 1 I-III SI=2531.2 I I I SL=39? SL=3� SL=39' STAB 35+95.93 SL=39° _- SSMH P7-02 SL=39' SL=39' SL=39' SL-37 5 STA=39+39.93 o € ?II al I I 1 10 ® O9 a I cc � � � (n (0 r: I i Ts NOTES. Go CD `n i F 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall 61 I I 49 5® 51 determine the exact location of all existing utilities before commencing work. The contractor assurnes all � 0 I I E C 52 53 54 55 56 I responsibility for any and all damages caused by his failure to exactly locate and preserve any and all cn underground utilities. Dig Line telephone number is 1-800-342-1585. ® � 00 31 20 31 60 32 00 32 40 32 80 33 20 33 60 34 00 34 40 34 80 35 20 35 60 36 00 36 40 36 80 37 20 37 60 38 00 38 40 38 80 39 20 39 60 2. Contractor shall verify h lot has an existing sewer service and is marked per STD SW3. Install service of 254 2544 and/or marker as needed. cn a P) 3. All sewer ices shall be 4• unlessotherwise noted. OD 4. All sewer ices shall have a minimum 2% grade to the property line. w �' �' 5. The water mains shall have 4® of cover. M 0 o N a ® II 254 A� 4, r � W „ A- � c o ; u + FINISHED GRADE N 10 1 y 2540 .� a EXISTING GROUN a J GM AT SEWER LINE A c LIJ � t ® .� AT SEDER L/NE � � � a 253LT- �� h --- - --- - --- W � W� - -- ---- - --- - --- 2536 ---- ----- EXISTING GROUND FINISHED GRADE AT SE�✓ER LINE ® � AT SEWER LINE 06 253 I 2532 z � o I I II 340A01�� Z I I g°pVC@ � z H �cr �_ ® CM U 252 I I N 2528 rA � 06 II � � o I I 252.50 Lf ® � O g°PVC @ 1.30� z N w II � U ® � (n 252 �N 143.50 LF _ o �, 2524 I I fin LLI pUC @ 1. - "' "' r � 0 �^ VJ 6H z II Z LU _ ® O v) 252 _ h co 2520 0 ��" co N ® SCALE 1 p=�,$®: "=48 1.1- HQRIZ VERT ® O ® DWG.DATE 4/20/20 W. MILANO DRIVE � 251 o a 2516 Z PROJ. N0. 1912®7 ® IX 0- SHEET 10 OF 16 �o QO m Q tl.l I- �- S-2 251 2512 ® z 31 +20 31 +60 32+00 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+6 36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+80 39+20 39+60 08 CONSTR/191207-SSW.DWG O N fN 0 C G 11 E® ° oo 48 47 46 45 43 as ? = _ a _ - BLOCK 81 42 41 4039 38 >'= I ! ' 40 20 0 40 80 120 .� o> k I TB I L m ���' moD ° E EX/SIll1� l�ALt<E- �° � i � � � �� � v !# w ,�� SSMH P7-13 U HV o I 1 - - 1 I STA=40+85.26 SCALE IN FEET 0 a ( I(< SC-30+27 SC-30+81 0,?o_� " o r SC SC SC _ HORIZONTAL SCALE Q 4) U z " 0 , `" �° I � , SC=33+01 V6 SC=33+55 SC-34+10 SC=34+60 c fq o-'v O Q { 1 S1=2529.E S{=2529.8 SI=2530.1 SI=2530.3hbl0.5 S1=2530.7 SI=2531.0 SI=2531.2 SI=2531.4 SC=40+85 SC=40+85 1 SL=53' SL=53' S2 SL=53' k SL=53 SL=53' S2 SL=51' TB S1 SI=2531.9 SC=40+78 ems® SL=53° T7 S2 SL=53' SL=33 k S{=2532.9 1 Q SI=2532.E o o ; N = N3 SL= 5L=156' 0 3 I C) # t 0 .� ( o N3 E ` � ��2 N3 N3 W6 N3 W8 8 4 2 0 4 � 12 �- 3 f ° >Q ^ li. -3°fa Aff� S I FEET 0 m 0 Of z o a W m� - - - - - � _ 8 36 I VERTICAL SCALE ! - W.DAPHINE ST. �-S 1 319 LF W.DAPHINE ST. 145 LF 81JV � }f- ®® 31 OD 1�° 32+00 34+00 ® o= � -- F\I - - - - - - 33+00 E13 E23 TB 0 0 � _� 29+00_ �� -30+00 gn�+ cp v �3�/C ° i�" 6i L c csi m N2y ° . P °. �. .' . �. °: ° - N3 25 7 7- SC 40+4s SUER & �PAZ'ER ►EYNOTE FIST _ `s o a F ! N4 k N3 SSMH P7-06 N3 °` SSMH P7-07 SI=2531.9 35 t H O O m O L O STA=31+73.73 � � N3 N3 STA=34+60.12 \ r, = SL=63' W EXIST.SS►�FI P5-02 1 } ' I ® � U `o s 3 ST,4 28+87.34 I 1 SC=30+15 SC=30+69 S S2 SC=31+25 SC=31+83 S2 SC=32+36 SC=32+92 S2 SC=33+47 $(�=34+01 S2 SC=34+50 ° S1 I Adal3t®r, ®® Flg• x li�al v o y o SI-2529.6 1 SI=2529.8 SI=2529.9 SI=2530.3 SI=2531.3 = o o o �a•°-! ( � SI=2530.5 SI=2530.7 SI=2530.9 SI=2531.1 '��, y � � � � � � �� 1 SL=36' SL=36' 4 SL=36' SL=36' SL=36' SL=36' SL=36' SL=36' SL=36' 1 u- B2 Blow-Off, 2 , per Std. (W13), Including 8 Mainline Valve 11 Z E o o ( s f - �' I J ' fl ® O "' E - E3 Elbow, 8', 11 1/4, x Rg. w c t 2 o g `i E8 Elbow, 8' 11 1 4' MJ o o i SC-39+87 e / r o I , J 1 `t ( s fps N3 SL-25T 34 E13 Elbow, 8", 22 1/7, MJ x Rg. t c 4` 1 35 34 33 32 I 1 18 Elbow, 8 , 22 1/7, MJ ._ V 31 30 29 Z8 27I S2 o o 4=`•� 1 � ° � � � `1i w ,-, E23 ®bow, 8', 45, MJ x Flg. � C � c � c Q c' 0 3 I :1 I BLOCK 26l "' � ®bow, 8', 90', w x fig. ® . ' tl 5 p 3 T7 V6 O TB Elbow, 8', 9�, MJ Q ly j O° W6 a -C M y d N � G -- -- O U hie -il-��1� k ? - j.r,..! -... 9 LF H Fire Hydrant m Complete r Std. WEI & W9 W . SC=39+25 yY P per ( ) ( ) s o A j [ 4 PIRR E 4"PIRR 1 SI=2532.3 33 I b " 1 `f N3 angle Metered Service Connection 1 with 3/4 Meter and o 1 SL=53' S1 _ o 3/4 Meter Setters, per Std.s (WI), (/W2 and W6 . CL 1 PD » N iji v v e°a C9 -4°PIRR S2 Double Metered Service Connection, 1 , with 3/4 Meters and N o 3 w z t f 17 i 18 1 19 1 20 21 22 23 24 3/4' Meter Setters, per Std.s (W1), (W3) and (W6). 25 M - N2 ( 1 r BLOCK 26 °�'� Ws I Ta 6' 6 s' MJ x oN� I TB ' 1`` SSC 38+75I=532 5 T x x F!g fig$�IST�' TB E VS77AV [� VE 7J' 19.0 I°::� SL=53' 32 T26 Tee, 8'x ex 8', All Rg. o'� �y I I ' N3 P.C.C. ThrustBlock (As required even if not shown) H ` 8'5 See Water Note 1 on Title Sheet and ISPWC SD-403 I 10.5' S2 NA O � �1 � V6 Valve, 6 e, Flg. x MJ SC=32+90 � SC=33+36 � SC=33+90 � SC =34+45 SC=35+00 � SC=35+55 V6 SC=36+10 SC=36+65 SC=37+23 � SI=2530.3 S2 SI=2530.5 SI=2530.7 SI=2530.9 SI=2531.2 � . �G r I I SL=53° ( SL=53' S1 SL=53° SL=53' S2 SL= 1 SI=2531.4 T7 S2 SI=2531.E SI=2531.8 SI=2532.1 e m �y SL=53 SL-53 l SL=53' S2 1 V8 Valve, 8 FIg. x MJ SL=•`� N3 # N3 N3 N3 151E I R - 6' €VC C-900 J N3 N3 W8 1` = Water Main, o -- - s-- ,. 21 - 6 532 > W r � sL s2 a . . ° . . . ° _ Water a C a a . at 8 � -900 e W8 W Main, - - - - -- = _ _ - _'� N2 o N3 Agency Has Closed All N Valves, The Contractor o o W o _ _ _ g After ►y C W.RIVA CAPRI ST. �i S` 8"W � o N1 Shall Remove and Dispose of or Re-Use Existing Blow-Off and o m o N N _� _ _ _ _ o o _ 304 LF _ _ W°RIVA CAPRI ST. 8"UV 214 LF "';�, _� E38 TB Complete the Interconnection As Shown. = _ 33+00 + - 8°S TOO_ 1 � °D �+�° a '� . � See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. �< z o 31+00 _32+00- -- 8 S 8°'S co �'^ ;n N2 �a o> z - - - -- 35+00 36+00 37+00 1� 75° 30 1 (Adjust Water Line, As Needed, to Maintain Minimum ration) at Note 3 d Note N 3 the Sheet.- ,-�- •_ ,. ° � ..a e° � See Water o e No. an Sewer o e o. on a Title ° ° . f b o � N4 N3 k ! N3 c N z o N = C. SSMH P5-06 I N3 - CL �, STA=31+80.24 N3 N3 N3 N4 Remove and Dis of Existing Clean-Out W}j N3 oMmm� Q[ N Z O I°€ SC=32+95 SC=33+51 SC=34+05 SC=34+61 SC=35+16 SC=35+70 ( == = Z SI=2530.3 S2 S1=2530.E SI=2530.8 S2 _ S2 SC=36+25 SC=36+80 SC=37+36 SI=532 66 - +7 S2 - 1 o S2 SC 37 6 SC-37+83 I I f1 t ° SI=2531.0 SI-2531.2 SI=2531 A SI=2531.7 SI=2531.9 SI=2532.2 SL=36 SI=2533.3 SI=2533.5 EI SL=36 SL=36 SL=31T SL=36' SL=36' SL=36' SL=36' SL=36' SL=36' S2 1 I I I 1 SSMH P7-11 SL=103° SL= 161' SSMH P7-12 ! 1 I STA=34+78.00 I STA=37+75.77 o I I { 4- Co w ®`o rN�s 18 19 3 20 21 1 22 23 24 25 26 1 100 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact ion of all existing utilities before commencing work The contractor assumes all � � 28 40 28 80 29 20 29 60 30 0 30 40 30 80 31 20 31 60 32 00 32 40 32 8 33 20 33 60 34 00 34 40 34 80 35 20 responsibility for any and all damages causedby his failure to exactly a and preserve any and all goo 254 2544 underground utilities. Dig Line telephone number is 1-800-342-1585. Fr 2. Contractor shall v each lot has an existing sewer service and is marked per STD SW3. Install service �t � ¢ M and/or marker as needed. ® ® ®' ar 3. All sewer services shall be 4' unlessotherwise noted. w -e, 4. All sewer ices shall have a minimum 2% grade to the property fine. ft 5. The water mains shall h 4' of cover. 254 N � o �� + 2540 a LLJ CO " "' EXISTING GROUND "' � � � ® ®v � � � AT SEDER LINE o CC cog o e � W cc 253 ��� - _'r_ ® � �� ___ --- - , ---- -- -- --- - --__ 253E -- - - er - - LL FINISHED GRADE �f AT SEWER LINE 253 l $G 2532 E� �+ °� z P Fy lP` sr) Z 7 :5 282.39 LF ® ® - CL I 8°PVC @ 0.65% H L 252 ` 164.39 LF 2528 118.00 if 8°PVC C®65% 06 ~ co z N N 2524 N N 2524 <C CO ® > 1�6 � CO Z W 252 � ® Go 2520 ® � 00 N ® SCALE 1"=40' 1'=4. ® HOR Z VE W DWG.DATE 4/20/20 251 2516 Z ® PROD. NO. 191207 W. DAPHINE STREET ® X ® (L SHEET 11 OF 16 m � 251 t2512 W_ �-- - 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31 +20 31 +60 32+00 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 LL LL Z < J 08 CONSTR/191207-SSW.DWG fl ` I ® E2 'I f 48 47 46 45 f o BLOCK a ! I l e 1 44 43 42 41 1 40 I 39 38 J 37 1 �- i � I + f . r BLOCK 1 N. ��oAJ- � I � � � � � TB 40 20 0 40 80 120 N �-• = o oTN �o� o +-� v o ! �, R { e� £�'/STIIIIIGt/ALP/E .� ` f TI3 I I fl. � a � I I i Et:. ! H SSMH P7-13 p p _ - r ! II I. IIs �on - STA-40+85.26 � BN VS1=2529.8 V V NISC=30+27 SC=30+81 SC=31+36 SC=31+90 SC=32+45 �L HORIZONTAL SCALE � a � O=« O = > S1=2529.E SC=33+01 Vg SC=33+55 3 SC=34+10 SC=34+60 a I I yj f 'I I 1 ! SI=2530.1 SI=2530.3 SI=2530.5 SC=40+85 s` �' • N- SI=2531.4 SC=40+85 a 1 Q� � � � _ SI=2530.7 SI=25' SI=2531.2 SI=2531.9 SC=40+78 ea l �,y ; SL=53' SL=53' � S2 SL=53' � SL=53' i S2 SL=53' SL=53' T7 S2 � SL=51° TB S1SL=53 SL=53' S2 SL=33' SI =2532.E SI=2532.9 °7'-s `N3 N3 ° N3 N3 N3 W6 I E18 SL= S2 SL=156° fA V y s I k 2 m_ � .. U O ' N3 a v i - - o N3 W8 N3 - . ... . . . , . a�. o; Em%CL a SCALE IN FEET 9 LF �S ° v c N ,v v.a 1 ® ® 319 LF 8� W.DAPHINE ST. 145 LF � � ^ 36J 1 VERTICAL SCALE s��•_ W.DAPHINE ST. 8°W 1� - ° 31 00 1Z +32to-o - aS � N 0. - - - -- S �- ° 34+00 �° 63 s o - - I 7 2s+oo_ _ _ = = = e3o+oo 8 S N2 �F E13 E23 TB SEWER A ®fie LIST 18= o t .a -. - s - ao-T-., - a . ° >� . I . . LL SC-40+46 = � v o a f!f I SSMH P7-06 i -SSMH P7-07 SI=2531.9 m•- ! I N4 i N3 N3 N3 II-°. SL=63' 35 1 AB Adaptor, 8A, fig. x MJ Ltd g o o m g STA=31+73.73 N3 STA=34+60.12 EXIST.SSMH P5-02 I °� � S1 1 B2 Blow-Off, 2", per Std. (W13), Including 8' Mainline Valve Q �- �o° o s o STA=28+87.34 I 1 SC=30+15 t SC=30+69 4 S2 SC=31+25 SC=31+83 S2 SC=32+36 SC=32+92 ( S2 SC=33+47 SC=34+01 S2 SC=34+50 y ,o o LL - v ci u•o c q ci S1=2529.E SI=2529.$ SI=2529.9 SI=2530.3 I SI=2530.5 SI=2530.7 SI=2530.9 SI=2531.1 SI=2531.3 E3 ®bow, 8 , 11 1/4, Ml,l x Flg. Z 1 SL=36' SL=36' SL=36° SL=36' SL=36' SL=36 o SL=36' .. f ego . SL=36' oL Qa` SL 36 p ® ;.``@ E8 ®bow, 8', 11 1/4'® O T p C V > p Cv jCD �:.:J E13 ®bow, 8°, 22 1/2', MCI x Fig. I I : I SC=39+87 �;o g ro l; s r 4 I 72 SI=2532.0 34 1 18 ®bow, 8°, 22 1/�, MIJ ' o o g n � � } SL 53' o f I 1 35 a j J °�_i f . N3 1 3 ®bow, 8% 45. W x Flg. v s I n� I 34 33 32 31 30 29 28 27 Q s2 . o o-- o , '; I I I #o E33 Elbow, 8 , 97, x Flg. _ � o s N I Yet W ® = c c V BLOCK 26 } `� � W ®bow, 8 , 90', W c - w o c c t co _J T7 V6 H TB TB ® a.. ` m W6 H Fire Hydrant Assembly Complete per Std. (W8) & (W9) t..♦ w Z a)•> � I e 1 Single Metered Service Connection, 1", with 3 4" Meter and - �_ - ° �`.�' f. . 9 LF SC=39+25 S1 9 / 4 PIRR f 33 3 4p Meter Setters, per Stds (W1), (W2) and (W6). s � 4°PIRR � SI=2532.3 1 / � y � o jj _ I h eeI IN3 SL=53' Double Metered Service Connection, 1", with 3/4" Meters and a o o p i *4.' 3/4" Meter Setters, per Std.s (W1), (W3) and (W6). s o o ° o z °a I 17 ? 18 E 4 PIRR I N C, ` 3 I I 19 I 20 ! 21 22 23 24 25 �.` I JI N2 T7 Tee, 8 x 8 x s , Md x MIJ x Flg. Ie BLOCK 26 M W8 1 T2s Tee, 8 X 8_x 8°, All Fig. 10�AL co TB SC=38+75 I P.C.C. Thrust Block (As required even N not shown) ,��vS��1sT�R��f� I TB 19.0' SI=2532.5 32 EX/SAiVG' YA�(I/E VD C � `�s� �' Nw SL=53' See Water Note 1 on Title Sheet and ISPWC SD-403 4 - II% 8.5 ! V6 Valve, 6' e, Fig. x 6 I 8 Gate, ' - �0.5 a S2 V8 Valve, Flg. x MJ j,`r'a� c� SC=32+so SC=33+3s " SC=33+90 SC=34+45 SC=35+0o SC=35+55 V6 � � ''` SC=36+10 SC=36+65 SC-37+23 I ? W6 Water Main 6' C-900 �l OF 9�Cry SI-2530.3 S2 SI=2530.5 1 SI=2530.7 SI=2530.9 SI=2531.2 SI=2531.4 SI=2531.6 SI=2531.8 SI=2532.1 ° S 0� f SL-5T SL=53' ? S1 SL=53' SL=53' S2 SL=53' SL=53' T7 S2 SL=5T SL=53' S2 SL=53' f 1 W Ni N3 W8 N3 ! N3 N3 N3 1 N3 Ws W8 �` SC=38+22 W8 Water Main, 8 PVC, C-900 S� N3 k 6 4 = 3 After Agent Has C! All Necessary Valves, The Contractor f r N3 `a ° SI 25 2 . ° . e 9 LF a 14 ._ . _ . e v a 31 all Remove and Disposeof or Re-Use Existing Blow-Off and a. i - - - - - _ -�- - N2 g 11 N3 N1 Complete Interconnection As Shown. o Q - L3 4� -�- - 4= + ® o wow o z W.RIVA CAPRI ST. �' 304 LF 8 - 8°W E38 TB See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. - Co" _ - - - - W.RIVA CAPRI ST. "' _ 214 LF - - - - -�- - f 8°S �-- } I 33+00 34+00 �� - - n (Adjust Water Lane, , to Maintain Minimum Separation) z z QM Ln 31+00 - -32+00- 8°S 8°S °Or N3 Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. a - �! °0 35+00 36+00 37+00 n 30 1 0 CE o _ -.E- 0 O V'No a f Existing Out W o Remove and D o Clean t .. ° 9 W 8 o SS9UIH P,�rOS I f N4 N3 N3 N3 N3 N3 c N3 C W Z z Z d W N3 � a�®m� STA=31+80.24 SC=37+76 S2 = W o °I SC=32+95 S2 SC=33+51 SC=34+05 SC=34+61 SC=35+16 S2 SC=35+70 SC=36+25 S2 SC=36+80 o z j 1 ! I S2 SC=37+36 SI=2532.6 SC=37+76 SC=37+83 1 NOTES: 1�S' afl I SI=2530.3 SI=2530.6 SI=2530.8 SI=2531.0 f SI=2531.2 SI=2531.4 SI=2531.7 SI=2531.9 SI=2532.2 S2 SL=36' SI=2533.3 S1=2533.5 1 I I SL=3G SL=36' � SL=36' � SL=36' SL=36' SL=36' � SL=36' SL=36' SL=36' I SL=103' SL=161' SSMH P7-11 LSSMH P7-12 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall STA=34+78.00 STA=37+75.77 determine the exact location of all existing utilities before commencing work. The contractor assumes all o responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. W N � 2. Contractor shall each lot has an existing sewer service and is marked per STD SW3. Install service �� D � ' I 18 19 20 21 22 23 24 25 26 27 28 29 I and/or marker as needed. �"to c �BLOCK 2 � I 3. All sewer cervices shall be 4° unless otherwise noted. � ® �00 4. All sewer services shall have a minimum 2% grode to the property line. W L X a- 2 5. The water mains shall have 4 of cover. W V) ® o ® co .o azco 31 20 31 60 32 00 32 40 32 80 33 20 33 60 34 00 34 40 34 80 35 20 35 60 36 00 36 40 36 80 37 20 37 60 38 00 38 40 38 80 39 20 39 60 40 00 40 40 4 80 41 20 41 60 ® o 0 2544 2544 C) c N LO ® d LLL co Lo O N O N M N 254 h W N S o Cc LU � FINISHED GRADE r II + 2540 W v o�, ^ > M N AT SEWER LINE -a FINISHED GRADE 11 ca = w II U J FINISHED GRADE Lt II AT SEWER UNE V, ar �„ N � Cr � L c` AT SEWER LINE A go 9 co ,� ��� F 0 253 ��� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � _ 2536 `\ EXISTING GROUND EXIST/NG GROUND a� W XISTINGIGROUND AT SEdYER LINE AT SEDER LINE 9p - 2 so II �� ����9ig B � � 1 �� 1 ,90p AT SEKR LINE eLe ` , �{ 253 F N2 2532 cr N2 P I 305.50 LF I � ICI � � itLU 80 PVC @ 0.62R6 I I 93.77 LF � ~ ~ II 2 252 199.09 LF 8°PVC @ 0.41% I 'f CL CL 2528 z i� 94.67 LF I( 81e PVC @ 0.41 ® .�; T z 81,PVC @ 0.41% w li C3 ®C%JW ---�- � °-\ N N N > OC 252 N LU � N � 2524 N II II > z yLU z _ > zco - N N O C� N > z °° co n n � � N � `�° ® ® 1"=40' 1"=4' 252 C5 � 252 (V U_ SCALE I{oRlz vrRT 00 W. RIVA CAPRI STREET N. BLUEFIELD AVE. >_ � DWG.DATE 4/2®/2®2® Z ® PROD. NO. 191207 251 2516 ® � SHEET 12 OF 16 31 +20 31 +60 32+00 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+80 39+20 39+60 0+00 +4 4 +80 1 +20 41 +60 o! ® s°- -4 ® z ® 08 CONSTR/191207-SSf.DVdG W C U)AA C y C U 00 = p O O .� •�� d" d md' 15 �— i — v �s FILL ' ,3 ® • O Q ID -- - --- --T --- --- --- --- - f f ® EX.42"GIRR 5 LF (snN = p ` `•- ° - ¢ EX 42°GIRR -- -- --- -- --- --- - - --- - - . - -- . ------ - - -- - --- - -- 6 dot - v � s� aUi >.a=� � $ W - (O Q l N- E- v p d p U�: W 1 m m p,_ U_ r — - -'TB o _—1 - - - N1 E14 TB C 6°PIRR T8 TB _=o 3® � _ ii°I 1 ! 390 LF i V3 cy N I €I Ip S1 S1 ib 2 LF i S 0 I a'lSTM (/�Lb7 i9 P6 S1 S1 P6 s ®� E >" e I I � � A W N�•pQ V) C Q CC cc 17 16 115 i1 2 II 3 5CD i I ;msa I: I 4 ,X I I i .ILU v O N s d=y ® p O BLOCK 9 I h r BLOCK 23 p-� 3 I c y cci m d o LL p = E.N I F-- d �;' I , ! ® vrw o mo W Ps 20 0 80 120 - o Qom CREASON LATERAL > t EASEMENT 5.0' ' S IN �� CO SCALE UV �� �- o� �, o c a '{ } 1 •E o o.o •cWi REASON�. O c,. r a W.CHERRYBARK ST. ICI I W.CHERRYBARK ST. 7 'cam � as c iv'ca o y c m — -�- .°— — — — --- — — — -- — — — PRESSURE IRRIGATION LEGEND o c - s E r -—�_ C o�a — E µ�/ -F ® y•fn �— — EXISTING PRESSURE PR � � w 45, IRRIGATION LINE I I A, O V � 200 LFCyyyt C� Od C h U C U ® I I CONSTRUCT PRESSURE N N o o IRRIGATION LINE & SERVICES a o c: o cs � CONCRETERUST BLOCK I V VALVE I i i g E C4 SLEEVE (A A C®900 OR C-905) s1®1 Ay p I I TB P6 (see keynote list for size) �5 �ZST40 LF �� G'l,�r, I i i E10 TB 4 3 2 1 1 25 24 23 V4 n AS 67 LF "' x A oBLOCK 24 I s C8 4°PIRR 99 LF ?' OF aasn No Y&W �' P4 i V4 � i se 4"PIRR ® 216LF 9 i =9 �o N3 N3 N3 S1 P4 S1 S1 "' E10 S1 Q BLOCK 23-Clti o W N ! �m J W Z I ® m- Z p ~ J W 1 TB WI S1 i Z � ZZ PRESSURE IRRIGATION KEYNOTE LIST z 5 � I 16 17 18 19 20 21 co '! BLOCK 24 ITEM DESCRIPTION o o I _� FZc,a cn J W O O S1 C) I o zZZa � D Pressure Irrigation Mainline Drain �, w j l 5.0' - C8 Pressure Irr. Sleeve, 8" PVC, A A C-900 � Z m m o 1® O-- WOZd C12 Pressure Irr. Sleeve, 12 PVC, A A C-900 I E10 Elbow, 4", 22 1/2' 1 � I E14 Elbow, 6", 22 1/r 4 _ o ao .r . .� - 11 �`t b — _ P4 Pressure Irr. Main, 4", PVC, CL-200 W.MILANO DR. — �(� P6 Pressure Irr. Main, 6"3 PVC, CL-200 � �i � N _ _ ! W.MILANO DR. W ® T — ` — — — — — — — — — 70 LF S1 Irrigation Service, 3/4" Q CD `` — — — — i I CW.MILANO DR. 12 S2 Irrigation Service, 1" ® ® ,0 T7 Tee, 6"x 6"x 4" ft Z� . - . .777 T8 Tee, 6wx 6"x 6" CZ a1 TB E14 I Li TB P.C.C. Thrust Block (As Required Even If Not Shown). z Ij • 4 LF I V4 Valve, 4" Gate V6 " o I� j ( V6 Valve, 6 Gate a After Closing Valves "A", "B", "C", "D", E" AND "F", The Contractor Shall l N1 Remove The Existing Plug/Cap And/Or Thrust Block To Complete cc sf l 9- 1 interconnection As Shown. s® 2 I N2 Deflect Pipe Per Manufacturers Specifications And Recommendations. U_ BLOCK 25I 49 50 51 52 53 54 55 56 Verify Existing Pressure Irrigation Service Is Installed And Marked Per City Of w ' I N3 Meridian Specifications. If Not Found Install Service And/Or Marker As �s• I I BLOCK 2 Needed. Raise Valve Riser As Needed. a- axsn YALV- IC Ps ® S1 S1 S1 S1 S1 I ! N1 S1 S1 S1 — - - TB I � Z � < 4�PIRR � 646 LF 4°,PIRR � o ® Z � M■■1 cr BLOCK 25 S1 $1 P4 S1 S1 S1 S1 S1 • Si P4 Si $1 S1 S1 P6, `/j � w I .�s -- -- -- P4 5.0 4_ SEE SHEET PIRR-2 Z 0 17- U ® � N U) DEVELOPER NOTES: S TWO-DIRE LE PER DEVELOPER: 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING FORK. THE CONTRACTOR (D ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 7 1. TWO-WIRE IRRIGATION CONTROL LE TO BE PAIGE SPEC P7072D OR EQUIVALENT. USE MINIMUM #14 GAUGE. #14 GAUGE MAXIMUM UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 0® RUN IS 5, FEET STRAIGHT AND 10, FEET FOR LOOPED. USE #12 GAUGE AS NEEDED. ® () 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. N 2. INSTALL CONTROL LE IN E TRENCH FOR PRESSURE IRRIGATION N PIPING AND AT 2 INCHES BELOW PIPING. CABLE RUN SHALL RUN FROM CONTROLLER LOCATION TO EACH SERVICE LOCATION. LOOP TWO-MIRE INTO VALVE BOX AT EACH SERVICE. 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY SCALE 1"=40' LOOP SHALL BE MINIMUM 24" IN LENGTH. INSTALL IN SEPARATE SLEEVE UNDER PAVED AREAS. LOT AS NEEDED, EVEN IF NOT SHOWN. 0 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. W DWG.DATE 4/20/20 3. SPLJCE GABLE IN ALL VALVE BOXES. USE 3M DBR/Y-6 OR EQUIVALENTWATER PROOF CONNECTORS. �°' COORDINATE TWO-WIRE LE AND CONDUITS DEVELOPER. 5. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. ® PROD. NO. 191207 6. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. ® (- SHEET 13 OF 16 CL 7. THE PRESSURE IRRIGATION BACKUP SOURCE IS A WELL CONSTRUCTED AS PART OF OAKS NORTH SUBDIVISION NO.1. Q 0 0 < PIRR- 1 ® Z ® 08 CONSTR/191207-PIR.DWG ac-0�. 00 C 0.2 O O SEE SHEET PIRR-1 LL V Q�> k a� e 16 cc gip ' 0 ® co c o c U _ a L L.L. aNi.Y o v N L 2 49 ' Q � BLOCK 25 50 51 52 53 54 55 56 r a� C C g a r— y !; J 7 �.sU V O C N - it ( co v c 3 a°itl1a' � � BLOCK 2 G -—-� c0 •- - L z ,I ® S1 S1 S1co E cL `>.o 0 s v N1 irs S1 S1 S1 ® S1 S1 TB �, o 0 0 �, °- A o 3 m c•c AQ — ; ? — -- 4°PIRR m o o:� Q.W m I E o 646 LF 4"PIRR cayi2vo BLOCK 25 S1 S1 pq S1 S1 S1 S1 pq Z -.•f S1 S1 pq S1 S1 S1 S1 P6 5.0 o=o"s H 1 ® ® Ny �� � 13 4 I 48 47 46 45 44 43 42 41 40 z BLOCK 2 39 38 H7 � � I= C ��o o '` U H v-in l 7 VV 40 20 0 40 80 120 LU :D > W. 0 (( I I SG W UO IN FEET o f o � �c� o o vO � o U 15V-2 1 w o � C U T7 U e. C 1 O • OD U C A C ® c a. s — t 2 W.DAPHINE ST. W 36 f �{ � C C1 V $g PRESSURE IRRIGATION LEGEND A ® � m c o V 0o­ 4,;,Dl EXISTING PRESSUREo ` IRRIGATION LINE - -- - — SURE y r s a U'O g � : .. . CONSTRUCTPRES .. • 2ao � —= e M v; � c'� � IRRIGATION LINE & SERVICES 35 a'Vvo� �d ® CONCRETE THRUST BLOCK °'� �o c � E s1 ® sEn c'VALVE S (AWWA C-900 OR C-905) 1AL 40 LF (see keynote list for size) ��,5s�,,Cs®�iST$��G'�,� TB 34 ' 9 rna S1 °'� OIL �" l • 1 35 34 33 32 31 30 29 28 27 E10 �® nX VALVE 71" �� s :f V4 � •e BLOCK 26Uj S1 c S1 S1 S1 S1 S1 S1 S1 6o m W S1 — — `� 65 LF z S1 ' o z -- � _— — W K Vl = (n p C8 TB ��� � - 4 PIRR 495 LF 4°PIRR I E10 33 ' PRESSURE IRRIGATION KEYNOTE LIST a " Q W O W JO p m V j N J VI W � — W m 2 N1 S1 S1 '� V_Cuil V4 1111 TB ITEM DESCRIPTION S1 S1 66 T7 p J W V LF Z�osz 4°PIRR o J~ 16 " 17 18 19 20 21 22 ( _ D Pressure Irrigation Mainline Drain U a N o 3 24 25 I o W o , BLOCK 26 8 LF ' C8 Pressure Irr. Sleeve, 8" PVC, A A C-900 J Z 5.0' z c' s �- C12 Pressure Irr. Sleeve, 12" PVC, A A C-900 a a Z= W 32 'n9j W j E10 Elbow, 4", 22 1/7 N W o 0 I S1 � � oZ� f E14 Elbow, 6 , 22 1/2' E16 Elbow, 6", 90' P4 Pressure Irr. Main, 4", PVC, CL-200 ® 0) Uj Co — — S1 . I P6 Pressure Irr. Main, 6", PVC, CL-200 P t e. . 31 eon Service, 4" CN S1 Irrigates e 3/ S2 Irrigation Service, 1" ® °D L,, 0 P6 T7 Tee, 6"x 6"x 4" � ® W.RIVA CAPRI ST_ N � T8 Tee, 6"x 6"x 6" goo ° N TB P.C.C. Thrust Block (As Required Even If Not Shown). Q z � • .. a ° e ® M — -— 4 V4 Valve 4 Gat o V6 Valve, 6 Gate � � �v After Closing Valves "An, B , C , D AND E , The Contractor Shall Remove C*4 o SThe Existing Plug/Cap And/Or Thrust Block To Complete Interconnection As Shown. 5.0° N2 Deflect Pipe Per Manufacturers Specifications And Recommendations. Verify Existing Pressure Irrigation Service Is Installed And Marked Per City Of 17 18 19 2® 21 22 Lrsflx YNyf �' N3 Meridian Specifications. If Not Found Install Service And/Or Marker As 23 24 Needed. Raise Valve Riser As Needed. �. Z BLOCK 2 25 26 27 28 29 � I N1 ® N3 N3 N3 .. N3 � ad r — N3 N3 N3 N3 N3 N3 N3 N3 15 N3 N3 15 N3 Z ONO Z — . IM Go Cr LLJ W.McMILLAN RD. U O w — - - - - - - - - - - - - - - - - - - 0 LU DEVELOPER NOTES: NO TWO—MIRE CABLE PER DEVELOPER: 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 1. TWO—WIRE IRRIGATION CONTROL CABLE TO BE PAIGE SPEC P7072D OR EQUIVALENT. USE MINIMUM #14 GAUGE. #14 GAUGE MAXIMUM UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. ® 0 SCALE 1 m®40' RUN IS 5,000 FEET STRAIGHT AND 10,000 FEET FOR LOOPED. USE #12 GAUGE AS NEEDED. 2. CONTRACTOR SHALL. RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. DWG.DATE 4/20/20 2. INSTALL CONTROL CABLE IN SAME TRENCH FOR PRESSURE IRRIGATION MAIN PIPING AND AT LEAST 2 INCHES BELOW PIPING. CABLE W RUN SHALL RUN FROM CONTROLLER LOCATION TO EACH SERVICE LOCATION. LOOP TWO—WIRE INTO VALVE BOX AT EACH SERVICE. 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY J > PROD. NO. 191207 LOOP SHALL BE MINIMUM 24° IN LENGTH. INSTALL CABIE IN SEPARATE S UNDER PAVED AREAS. LOT AS NEEDED, EVEN IF NOT SHOWN. Z 3. SPLICE CABLE IN ALL VALVE BOXES. USE 3M DBR/Y-6 OR EQUIVALENT WATER PROOF CONNECTORS. 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE ONES WITHIN SUBDIVISION. ® SHEET 14 OF 16 CL COORDINATE TWO—WIRE CABLE AND CONDUITS WITH DEVELOPER. 5. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. Q Ll! Ir- -2 6. PRESSURE IRRIGATION M TO BE OWNED & MAINTAINED 0 0 < PIRR SYSTEM E NED BY THE HOA. ® LL Z 7. THE PRESSURE IRRIGATION BACKUP SOURCE IS A WELL CONSTRUCTED AS PART OF OAKS NORTH SUBDIVISION NO.1. 08 CONSTR/191207—PIR.DWG at0+ C U b m � v L ® � apmE ® _ C N-O p t V r 6 ® E C L A i W A ®-co C >O_ss•+ O o0+ ^ VJ 9 p `� ' p J. W 0 C'O co V U /1 C C r v V Lr O T G- -` U U O C A' 24 W+ O Q W C C d d 05 V/ V p C p �C®wt+ F PRESSURIZE IRRIGATIONNOTES c C w p r y 1. The pressured irrigation system must be built to the standards of the irrigation district in which it is being E ®` o P 9 Y 9 9 �No.o® �, C o ._ constructed. o A� di,M U o.L+ Q.W M 2. Install a reduced pressure bockflow preventer in any connection between the potable water system and the ' >- pressure irrigation system. The device must be approved by the Idaho Department of Enviromental Quality (DEQ) �, a o..E z and the City of Meridian Water Department. s t W Z 3. Install all crossings of the Public Rights-of-Way, private roadways and travelways with pressure irrigation at a LL P U goo c N maximum depth of two-and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The Do c E o�; s Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfilling. W D �5; = o 2 a o s 1 3 SDR 210 PVC D 18 ABOVE GROUND $2 2 o s r 4. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, ® I- o . o N _ g o ° 11 � � oss 3 x 4 x 6 CINDER BLOCK (OR EQUAL) and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and a Z . a ao� �-- ` J non-potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be s n c � constructed in accordance with Section 542.07 of the Idaho Rules for Public DrinkingWater Systems IDAPA (L ®1010 3 4 or 6 x 1 SADDLE MINIMUM 9 Y ( LOT EE 5' 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). O N =4 4 or 6 N LINE MINIMUM pO ` $ z;'-1 L�GG 5. The horizontal separation of non-potable services and potable water services or potable water mains shall be = m ; _in 2 > 5 1 a minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to1URRM9 ~` g ( ) ' p the crossing shall be constructed in accordance ® m 1° 200 PSI Y 18' MOUND cross with less than eighteen 18 inches of vertical separation, � e E. p� _, U++•(n = OD 5' BACK LOT t �, 90 3 SIDE LOT with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 o c= E s fn C�c s (Typ.) of the Wastewater Rules (IDAPA 58.01.16). U C 7 ° Q ' -C- •a fl�i�� O N n 1 CURB STOP L PRESSURE IRRIGATION PIPELINE - �, ` o 8 ROCK CHIPS 1 SEE PLAN FOR SIZE OF PIPE 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the W o L o a words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly marked along its length. Place the tape between t o TYPICAL PIPE LOCATION p . 9 3' ADD. NOT TO SCALE six (6) inches below the surface and eighteen (18) inches above the top of the pipe. c o N ;, O . U m 32 10 LOCATER WIRE 7. Label all irrigation risers and faucets with durable tags carrying the warning DANGER-UNSAFE WATER or 5.s 6 NON-POTABLE WATER. w ® z oe 1130 PVC PLUG 3 5 7 8. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or S101AAL 12MARKER, STEEL 1° POST 4 NON-POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the Public ®��S�GiSTiS1p�G'l�r, Right-of-Way, private roadways and travelways. 8 2 9. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) '',� �� �D �'0 Piz � z "MODIFIED" TYPE A RISER and the City of Meridian Water Department. '�'1 OF�4®c�G�' SHORT SIDE SERVICE 5 10, Engineering Solutions shall inspect all pressurized irrigation unless a properly executed, agreement for NOT TO SCALE inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight (48) hours advance notice is required. ozM�-W�N = N 11. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot o W o o DOMESTIC WATER METER BOX COVER7 line in order to cross a street, the domestic water service and pressure irrigation mains must be on opposite m i w 2 - = m Z OBLITERATE WORDS "WATER METER" FORD NO. sides of a lot. w z z z X43 CAST IRON WITH 12 1/2' LOCKING LIDS 12. Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) with allowable N N o 20" PVC loss in accordance with the Supplemental Specifications and Drawings to ISPWC. F N O w O o N Z p U 1 1/2' CURB STOP 13. All construction materials and installation shall comply with the Nampa Meridian Irrigation District Standard W 3' SDR 21' PVC RISER IDMD 180 ABOVE GROUND 12 \/ BALL VALVE SUCH AS Specifications for Pressurized Irrigation System - latest edition, except as modified here on. o -M m m 1 1/2° BRASS PIPE \� \��'. FORD B11-666SW =W o 3' x 4° x 6" CINDER BLOCK (OR EQUAL) 6 s a \� / 1 1/2' PVC PIPE 14. All pipe shall be PVC - Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent 4" or 6" x 19 SADDLE MINIMUM 10 a \\/� / /�\\�\ weld. Pipe four inches and larger shall have mechanical joints. CL 0 C 15. Minimum depth cover over all pipe shall be 30". �+ 4 4° or 6" MINIMUM � �\ b\ \\ � o o� �o N� 16. Minimum compaction shall be; _� N ^ 1' POLY PIPE 200 PSIwwd \/\\ o\ oS$ \� a. 95% in Rights-of-way. to / o / " ' ��\��\/ / 8 0/\\' b. 85% everywhere else. ft � ® ��v 1 200 PSI POLY 18 GROUND w 1 B COMP. COUPLINGS ��/, �/,��/,��/� 17. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required r MIN. 12" DRAIN ROCK MIN. 1 CU YD. at all change of direction of pipes over 11 1/47 where shown on this plan. a7 ® 9 1" CURB STOP 1 AT BOTTOM OF VALVE DRAIN ROCK 0 - FOR SUPPORT 18. All services shall be placed at the midpoint of rear lot or side lot line unless otherwise shown on this plan. ;Y DRAIN VALVE � - 9 ROCK CHIPS NOT TO SCALE They shall extend post property line into lot as shown on detail. 0 WUJ� 10 3' FEMALE ADD. 19. Contractor shall verify the location of all other utilities before installing the irrigation pipe. ''`' z MFt 6 0) 11 LOCATER WIRE 3 7 5 7 8 20. Contractor to verify location of all landscape lot services with owner prior to installation. ® s a- 12 3" PVC PLUG 4 21. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe manufacturers recommendations. 13MARKER, STEEL 1' POST 9 2 22. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. "MODIFIED" TYPE A RISER 23. All valves at street crossings shall be on both sides of streets. 1LONG SIDE SERVICELLJ NOT TO SCALE 24. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. ® z 25. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. M - Z 26. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install (� new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. ®Z Q:� z 27. Retain and protect all existing utilities and irrigation facilities. ® z 28. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in UJ � ao ir Q the pipe (even if not shown). N D -- Z H z U) LU 29. Wherever the pressure irrigation line crosses the gravity irrigation or storm drain and there is a conflict, the pressure irrigation line shall go below the gravity irrigation line and a drain shall be installed at the low point of ®$= ;a each location, unless the pressure irrigation line can go over the gravity irrigation or storm drain and still have a V) Z minimum cover of 30". F- 30. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30 of 0) minimum cover. 00 N L) 31. Contractor shall install a service to every lot including common lots, even if not shown. ®I 32. The pressure irrigation system must be built to the standards of the irrigation district in which it is N ® SCALE 1"=40' being constructed. 'T } DWGDATE 4/20/20 33. Install a reduced pressure backflow preventer in any connection between the potable water system and 0' pRO,I. N0. 191207 the pressure irrigation system. The device must be approved by the Idaho Department of Environmental Z O Quality (DEQ) and the City of Meridian Water Department. ® w SPIFFY 15 OF 16 m Q LLI cr- 0 0 P I .3 ® Z ® 08 CONSTR/191207-PIR.DWG S C CO A C -0 E d 4>1 00 C - 6 0 IL :5> a a _ pj O C (D w Aa):5 /y O!R fp 59' CL V/ O-��OL 0- �p� Q U ® E C"I, u w o c C.. s p o r C O A d 1 QD cy's m a•bav o Q 1 23.5' 23.5' � U � � C a � c c9 5°SW 8' 16.5° 16.5' 8' S'SW to v _ g 1' 79 T 1' m uj�sE� `o 0 ' o Eat-0 - 2 Q 1° LANIXNGG 2` 14.5' 14.5' 1' 1' �,p . . ®" m o a a w m� 1 05' 05° C ' 1 1.5% B A A 1 T5ZB 1. I.L. Z v s E o :. .,.... r'- ..w....v:- --• O� $� p to � V \✓\/\/\!\ \✓ / r:,!/\/o�/ % %!` �\/,�\/f,' //✓\�f\sj f�\j�\\/�\ \\//\\j/`//\\/�ti/i `\j�\�i/`.r \\✓\`✓\�s\\�\\i\` ® ® v' o rE-a-;LL — & ® poF F o u � W D �-f® ® ' C U C.G L" y O C Co C O p O w•U O oA 2.5" ASPHALTIC PAVEMENT OD 4" OF 3/4" MINUS CRUSHED GRAVEa. Z p t g/�� 0- "d Ye ® U o C o ll 3" R CURB AND GUTTER - SEE ACHD ® 14" PIT RUN GRAVEL �, a f o © SUPPLEMENT TO ISPWC SD-702 O COMPACTED STABLE SU�RADE c :� m s�Eo G ti © 5" CONCRETE SIDEWALK - SEE ACHD SUPPLEMENT TO ISPWC SD-709 ®--A C E y C O C O C g d O p /yp Oe C STREET SECTION — 47' RIGHT— OF— WAY N o Q ® C E U $ � ® y y O C C 3" ROLLED CURB — DETACHED SIDEWALK _ $t- o E (TYPICAL STREET SECTION) �y c O C O C'a O Cp NOTE: LOCAL STREETS SHALL BE A SP-3 0.5 INCH ( ' MIX, PG 58-28. �, c�2 �5 y L- 0.® V ®•+ N N Q N > CC E S.2 z AL �LSTOF �� �� cz oo��� m V N J W m Z Z 0 ir J W Z N Z Z N¢ 2 O c7 � J � z 21' SNARED DRIVEWAY O _ 'C> �p c t� O N Z O U O z Z Z W W 5' SIDEWALK 5' 2= 17• 2= a°m it 1' 5" CONCRETE 00 LANDING I o Z a LANDING 1.57* MAX. °- Sr \/ / \ & E G D A B C D ®q0000 Go to C Li w \`���:;!��/�`�:'` f�`ti�f\tom!`✓/ " " f✓ \\ r ' 'f r/: /// / /�i.,�i;.✓ /\j/f,\/✓\f/f;fP" s/ \/is ti °0 N �/\ �j\✓ 4 OF 3/4 MINUS �\\ \s\,,\\;\\/\y.\\ Li CRUSHED GRAVEL \\ \\/\`/\` '\` \\°�\``!\Ai\ \�,<\C�< °� /�/`/✓.//�/�/,✓i,/i,./� i�J.✓\✓ .\\,\,,� \��\:�\.�:.�\.\f\ ti< 0 0 co 5' WIDE SIDEWALK F < �� PER ACHD SUPPLEMENT TO I.S.P.W.C. SD-709 2" ASPHALTIC PAVEMENT QD ACHD SUPPLEMENT TO THE ISPWC STD DWG SD-703 - A x 8"D CONCRETE RIBBON CURB ® ® ® °i SIDEWALK (VOTE: M ui W co 4" OF 3/4-0MINUS CRUSHED GRAVEL A x 2'D - 1 2" C DRAIN ROCK z �N SIDEWALK SHALL HAVE A CROSS SLOPE c OF 1.5% TO TOP BACK CURB. © 12" OF 6" MINUS PIT RUN GRAVEL ® COMPACTED STABLE SUBGRADE UPPER 6" 0 Lu TO 95% OF MAXIMUM PROCTOR DENSITY ® a © DECORATIVE PERMABARK PER DEVELOPER SHARED DRIVEWAY DETAIL � N.T.S L` Q NOTE: Emm, INSTALL 2' RIBBON CURBS ON E ® � > SIDES AND END OF DRIVEWAY. Z m ® 1�i Ec z Lu C!) F CN M U N I— Lu Lu Emm4 F- z U) o O 04o 0 N I� 0 O LL cmSCALE NTS o W DWG.DATE 4/20/20 Z O PROJ. NO. 191207 ® SHEET 16 OF 16 m Q 6 DT- 1 O Z 0 08 CONSTR/191207-DTI.DWG