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HomeMy WebLinkAboutConstruction Drawings Plat Showing PLS 5721 L 1 1 1 n No. 2 CP&F�: Halle Subd V s o 2021-175706 S.6 S.5 A Portion of Lot 1 , Block 1 , Rescue Ranch Subdivision, -1/4 Via Roberto--Ln.- Situated in the Northwest Quarter of the Southwest Quarter of Section 5, E. Township 2 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho. 2025 E. Hadler Dr. Curve Table — This Sheet Line Table — This Sheet N45'07'1ONE Curve Length Radius Delta Chord Bearing Chord Length Line Bearing Length — - - - 21.21' -- » » N00'07'10"E C1 50.75 120.50 24'07 55 N12'11 07 E 50.38 L1 S89'S2 50 E 37.00 45.97 S00'07'10"W N C2 114.35' 125.00' 5224'57" S50'2T33"W 110.41' i 90.02' ♦ C3 75.80' 50.00' 86'51'39" 1 S67'40'54"W 68.75' 41' S65'44'55"E S44'52'50"E 41.00' 9.87' S89'52'500E Q i » sty 107.09' 3 v N N69'15 05 E h o . i c � : p I I I I Hadler Subdivision No. > {,Ir, 14.14' 0 a�i » at a0i Sgs, 4 N��ni 25 o CID v N ' tv ' N45'07 24 E ��� 4 • m v ' ' 11.31' �h � 90 0�S�F 2 Block 4 N o N o I I I 4' I S89'52'36"E 518.8T ti 21 i -1 1 w 24 v Q ' ' S89'52'50"E S68S3' oh 3°rN G� m o I I I 56.00' C4 O 1g•, N ' i i NOOb7'1ONE i 1 o tV 20$,9?, 22 c 39 2.49 i i o co 43 42 41 40 39 38 37 36 35 34 33 32 31 2N C° 23 �.•.L1.• S89'52'500E Z Block 3 30 23 0 i 131.58' 44 29 22 Point of 24 O SO' Beginning 28 27 21 E. Overt Dr. 26 Block 3ad CID2500 20 25 0 3 27 24 / C-4 Q 19 yd` Rescue Ranch Subdivision t O 29 30 31 32 33 34 35 36 37 2 3 4 5 6 18 Z Block 1 0 0 0 0 0 0 0 0 N 1 o 0 0 0 0 0 7 0 2' Additional 28 0 / Right-of-Way N Block 4 O8 17 N89'52'36"W 669.21' I 10 / Rescue Ranch 0 E. Cavalli Ln. (Private) Subdivision 11 3 12 / N — - - - - - - -- - - - - - - - - - - — O - - - - - - - - - - - - - N \ H68S3,'s; 13 14 Block 4 S m e N' ' � 3 2. 9, 0Z Laredo Estates min \' 4 0 Subdivision Coto/% \ (prjpate) G� / \ \ Rescue Ranch i Subdivision Laredo Estates i Subdivision - Legend S.6 S.5 E. Columbia Rd. Q Found 5/8" Iron Pin, "ISG PLS 11334" S.7 S.8 Found Aluminum Cap Monument PLS 5082 Surveypr s Narrative: CP&F#: Found 1/2" Iron Pin, "PLS 7729", Reset with 5/8" 2018-055172 0 x 24" Iron Pin with Plastic Cap, "ISG PLS 11334" The purpose of this survey is to subdivide the property shown hereon. The existing o monuments for Lot 1, Block 1, Rescue Ranch Subdivision, and Hadler Subdivision No. 1 11334 ;0J L Set 5/8" x 24" Iron Pin were found to match record and were accepted. with Plastic Cap, "ISG PLS 11334" The bearing system is not a projection, it is based on a one-step transformation of Nj �37/2, O WGS84 to fit the Basis of Bearing. 0 Calculated Point, Nothing found or set The convergence angle at the west quarter-section corner is -0'25'54". / OF OLot Number cygEL S.�y� Subdivision Boundary Line Reference Documents: See Sheet 4 for Notes and Deed Inst. No.s: 113050553, 2021-086166, 2023-055469, & 2024-038326. Line & Curve Tables. Right-of-Way Line ROS Inst. No.s: 1809 & 2136. Lot Line Subdivisions: Hadler Subdivision No. 1, Rescue Ranch Subdivision, & Laredo Estates Subdivision Book Page 10 60 180 ___ Section Line 0 30 120 Adjacent Parcel Line I DAHO 9939 W. EMERALD ST. Scale: 1" = 60' --®----- Match Line SURVEY BOISE, IDAHO83704 Job No. 24-328 (208) 846-8570 •••••••••••••••••••••• Tie Line Sheet 1 of 6 GROUP, LLC VVM.IDAHOSURVEY.COM P:AHadler Subdivision 2 24-328\dwg\P1at\24-328 Nadler 2 Plot.dwg 1/13/2025 1:18:39 PK4 N .Radler SubdlVlslono 2 I I I I Q I ' Hadler Subdivision I i N i No. 1 N101) . I I � I I aril a°1i 4 I t p I I I 0 I I I I NI I I N45'0711 3 E S89'52'36"E 518.87' 0 35.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 35.00' ! 38.8T S68 S3 r--------- r--------� r--------i r -------7 r--------i r--------� r---------i r--------i r--------i r--------1 r--------1 r-------� 43) J I , I I I I I I r INOO'07'240E r-3 i i i i i i 3, -i I i i i i i i i i i i i i i i 3 -i ��,9 I I 1 62.50 1 O I O I O I O I O I O I O 1 0 1 0 I O I I I I "a, O i o f o f o f o f o o f o f o f o I w I 0 I 0 I I 0 I 0 I 0 I 0 I 0 i S89 52 50 E � I I I I O I O 1 O I I O I O O I N 39' I N00'07'10"E 56.00 W O W I W I W I W I W I W I W I W I W I W 43 = 1 42 1 41 = 1 40 = 1 39 I 38 = 1 37 1 36 = I 35 = 1 34 O O O I I I I � dr I � I � I �• I .t I � I � I e} I I I I 2.49' I j. f� I n 1 n I n ! 1� I 1� I I� I I• I I� I 1� 1 1� I y. / p / O O I O I O I O I O 1 O I O I O I O I O O 0 L1 S89'52'50"E 131.589 0 0 l o f 1 0 1 0 1 0 1 0 1 0 l 0 1 o f o f O ............. ' c O O O O O II OI I oII II 0II II 0II rII 0II II o 20.50 z ? ? ? Z. Z. z ? z ? ? z 1 z29.58' r--------100.00'--------1 20. I I I I I I I I I I I Point of r-3, Block N0001DE 2.00' S Beginning I I I I ``------JL--------J L--------J L -------JL------- J L--------JL--------JL--------J L--------J L - J L -J9.01 / Ir 2 .50' 41.00' 41.00' O 2I Additional 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00 33.02' C18 Right-ofW Io II C79 C/2//0 - y ' / / / // " i o 44 in S89'52'36"E 471.52' in C17 3�` J� I i L___.S89'52 50 E 96.72 ___1 \` N - - - - - - - _ S89'52'36"E 471.52' - - - -E. Overt Dr. - - N - 89. O I i--------------------\\\�,' �- - 267.84' 203.68' -T C16 o � S68S3j6"F I c6 q _000 M i 25 M i O C14 N S89'52'36"E 240.84' I S89'52'36"E 165.18' N \` o co " i N 072 C13 38.00' 38.00' 38.00' 38.00' 38.00' 0 40.00' !A �1 40.00' 38.00' 38.00' 38.00' C15 SgB. \ L_ _S895250 E 104.83-J__J ------ -----_ -_-___ _ Li _ S3•W ,� r- r- r r- r-------� r-------� I r--------� r -i r--------I r-------� j ;-_ r I I I I I I 1.18 J 36, 6 = iv 27 o r- --------------- I I I I I I 1 3'-i I i i i 1 i O I i i i.l ------ i i i i 3'-i I �` 0 £ I j I I I-----O----------- I1 0zO 0 II r 1II 1II I lI I fIiI I fII e I IIfII WI ici IQSri I r •-I IIIII1I 0 I p O10.84' I I I O 0 0 O O00 O 1 0 C I Q0 0 O 0 0 0 0 0 dO 3 0d o O _OW0ON I I1IIIIlI O =OOWN0 o z o 0 o o O O 0 0 o I IlIIIIfI O =OW0Z i W 0) W ____S89'52 50"E 104.83, e• I W W N 00 W i � 1 = N o N N N 4 O OW Block 1O O O I O I N O12 See 0 O1 O O 1 0 1 O 1 0 0 1 0 1 0O0N I 1Easement Note 7 0 o o O N o o 1 o 1 o 1III1II1 OD 2; Z tl / / / `7r 0z ? ;2; r I 28 I 1 01 1 I I I I 1 I 1 I I I I O O I I IO 1 1 I I I I I I 1`3 '-1 1 I I I I Ir^3' 1 1 1 1 3'---a N I N to 4---3' I I 1 I Block 4 I I r-3' 2N MIL I I I I I I I I I I I I I I 1 1 I I I I I I / 2.00 i 10,-1 I I------- J L-------J L-------J L-------J L-------J L-------J L--------J I L--------J LL------J L-------J L-------J .7.38. / 29.00' 1------L--104.83---------J 25.00' 1 40.00' 1 38.00' 38.00' 1 38.00' 1 38.00' 1 38.00' 1 40.00' 1 L5 23.50' 23.50' L6 1 40.00' 1 38.00' 1 38.00' 38.00' w 26 g6'J/ I N89 52 36 W 669.21 Ns8 's 38 po. Rescue Ranch I 316+w o E. Covalli Ln. (Private) Subdivision 4-0 via NIN Legend Laredo Estates o Found 1/2 Iron Pin, "ISG PLS 11334" Subdivision 0 Found 5/8 Iron Pin, "ISG PLS 11334" O Found 1/2" Iron Pin, "PLS 7729", Reset with 5/8" x 24" Iron Pin with Plastic Cap, "ISG PLS 11334" Set 1/2" x 2e Iron Pin with Plastic Cap, "ISG PLS 11334" Set 5/8" x 24" Iron Pin Q with Plastic Cap, "ISG PLS 11334" `r 0 Calculated Point, Nothing found or set �0 0 3 J L O Lot Number �0 Subdivision Boundary Line �/q OF Right-of-Way Line cygEL S.gyp Centerline Lot Line See Sheet 4 for Notes and - - - - - - Adjacent Parcel Line Line & Curve Tables. Public Utilities, Pressure Irrigation and Lot Drainage Easement Line (Easement Note 5) Book Page 5 20 80 - - - - - - - - - ACHD Permanent Easement Line (Easement Note 7) i 0 10 40 120 -------- Match Line I DAHO 9939 W. EMERALD ST. „ , ......•••••••••••••••• Tie line SURVEY BOISE, IDAHO83704 Scale: 1 = 40 Job No. 24-328 V V i (208) 846-8570 Sheet 2 Of 6 GROUP, LLC WWWIDAHOSURVEY.COM P:\Nadler Subdlvisian 2 24-328\dwg\Plot\24-328 Hadley 2 Plat.dwq 1/13/2025 1:18:43 PM HadleT No. Z N45'07'10"E 21.21' - - td'04 N00'07'10"E 45.97' � 41' O i� p O S65'44'S5"E N S44'52'50"E 41.00' 9.87' S8 v 9'52'50"E 107.99' 2oso, ?. / ZO SO, M ��► co N69'15'05"E � Legend 14.14' , p o Found 1/2" Iron Pin, "ISG PLS 11334" Ss � •� / � 25 C+) S44S ; rh 0 Found 5/8" Iron Pin, "ISG PLS 11334" mIm Qo / //� $F 9Q N� 41• ir\\ H6Syl4, Block 4 p 0 Found 1/2" Iron Pin, "PLS 7729", Reset with 5/8" N „^Y/i 00' = ZO,S,/ SS+W V)_ _ x 24" Iron Pin with Plastic Cap, "ISG PLS 11334" j� 2p s, pQ 113•S 0 Set 1/2" x 24" Iron Pin S89'52'36"E kj <� 21 \ `� �o , ,5 G� with Plastic Cap, ISG PLS 11334" 35.00' 38.8T ^�/ /^ `�H6S44• i / i/ Set 5/8" x 24" Iron Pin / SS` / / O > -------- i 4313' �lv oQ� �`� k'1 / oo , , 24 � with Plastic Cap, "ISG PLS 11334" , 0 � • Oh o`i Q00' i o� / cam`\ , G � , 3 68 , / r H6 �' Ol Lot Number o 3 •/ 16+4- 22 �i ~ i �� 41.p0, ?OS,9 ryd` `A16. �i -00 o/30� ^ti%/ `� 10000, // / - - Subdivision Boundary Line w 0' i 2 = i S+ / o cCV V, C� / ,' Right-of-Way Line i S O O ` N i 32 a 31 %� oo. % � ��-- 41.00, / �` 10000, / •off h mC �� o �` ,HsS44' 23 ` C34 J 1 — / - - ^o + oo / / /�� /\1 , �43 o /14) a N o / SS+ / ` Centerline 0o i o ocO % 30 �w i oo i / ,'�? 4�00 / 23 10'�� _`�� d` /V ,o / \ `��10000, \ .� Lot Line `\ � H68• =ry/� Jv`° 4�� O �� `�J \ / h \\ — - - - - — Adjacent Parcel Line / � � /y6S• 22 \ o� / o / aw / o , ✓ 681• W / o `� Q / 44, \ Public Utilities, Pressure Irrigation and Lot .-J L--------J ^ / / / r 19 / o = o / SS+ / / �• cy , , W 1 / 0 0. Drainage Easement Line (Easement Note 5) 33.021 "1111111111111-11111 C18 C1g ? i �o / 28 / o / > ,�� 43 '`� 000 , o \ / C34 -------- C20 / / A O rtv / o , , 001 �'41/ , / 0' / n; ( ' Match Line in S89'52'36"E C17 / N / �' i oo / , / 0 �`- O N 3?8g• `J � , 3, ? ; A`o / 27 �i / o /�:` `HsS4 21 \ _ / �/ ' ^ / / o / Block 3 , , in C16��, 41 00' `�J/ =N i/ pcO i 26 01 / / 3 ^Ni 10000• ° / / 4 N S89'S2'36"E \ i / �V i / o`O / 6 O \ 44 pO �`` ? � o� / o � \H 38.00 C15 S6 / o ^ / ---- 3 —1 i -11.18' 3O3 , \ \S688S3'16+E 41,00,`�f /^ ?� i 24 / �`Vi �W 100 00 6 2 ( / o / OO o i ; �, 38.00, \ \,E 231 4r O ;�,�� i = / �, /ys 19 Rescue Ranch o i , / \•8?• 0 c,\ / o / S44• 1 Subdivision o i i S68• oo. / ,% ''T,3 .00' S3.16+ \` ?993• ��_-� 'S M`� , 240 \, h C22 00' O N i O o f CO) i o i `3 O Z7, ^ r ' 0` �\ \\ G`1'� '"� ram``H6Sg4. ` )'/ �3► 0o i i O i Qo / i � 38 oy' C25 v 110.45' SS+k,1 Z o ,/ :� i o f l i N __�GZA R40 OOOO 00 �tp __� 7 38' / o i O ,w i oo i i /ram`— V O---- 38.00 " 6 /• ^ / / o / / / 2 GZ H8S • d � N89'52 36 W 45 / 9591 BOO, 4, 16 ` � i �V i/ „e�` i/ oo i/ i ��``'' r90O, H68• �J/ � / kV1M 3800' �J 4. ? �/ o�O �/ 11 & ,r o�O i i /n�`3800' 5316+W 21 mI m / / N / e / oil / •1?' / t�t 3800, ,J/ 4 � o�O i/ 12 *� i /r�` 61 cy / / , / / ' �68s3'16. ?`v , � / 14 °�' i i, / l 113 \`\ fy 34 oO• �,\` i o / O .� / Block 4 / 3 EL S \ 100 \\ 11.53 , 5 20 80iiiiiiiiiiia See Sheet 4 for Notes and \ C 0 10 40 120 Line & Curve Tables. Rescue Ranch ,/ Scale: 1 = 40 Book Page Laredo Estates \ Subdivision � g \\\\ I DAH O 9939 W. EMERALD ST. e Subdivision - - SURVEY RVEY BOISE, IDAHO 83704 Job No. 24-328 (208) 846-8570 W1 Sheet 3 of 6 GROUP, LLC MN.IDAHOSURVEY.COM P:\Hadler Subdivision 2 24-328\dwa\Plat\24-328 Hadler 2 Plat dwg 1/13/2025 1:18:48 PKI visio n Radler Subdivls o 0 Notes 1. This development recognizes Idaho Code, Title 22, Chapter 45 Right to Farm Act, section Line Table Curve Table 22-4503, which states "No agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private or public, by any changed conditions in or about the surrounding Line Bearing Length Curve Length Radius Delta Chord Bearing Chord Length nonagricultural activities after it has been in operation for more than one (1) year, when the operation, facility or expansion was not nuisance the time it began or was constructed. The L1 S89'52'50"E 37.00' C1 50.75' 120.50' 24'07'55" N1211'07"E 50.38' provisions of this section shall not apply when nuisance results from the improper or negligent operation of an agricultural operation, agricultural facility or expansion thereof." L2 S89'52'50'E 15.00' C2 114.35' 125.00' 52'24'57" S50'27'33"W 110.41' 2. Irrigation water will be provided by the Boise-Kuna Irrigation District in compliance with Idaho L3 S00'07'24"W 25.69' C3 75.80' 50.00' 86'51'39" S67'4O'S4"W 68.75' code section 31-3805(1)(b). All lots within this subdivision will be entitled to water rights, and will L4 S44'52'36"E 21.21' C4 46.34' 29.50' 89'59'46" S44'52'43"E 41.72' be obligated for assessments from the Boise-Kuna Irrigation District. 3. Any re-subdivision of this plat shall comply with the applicable regulations in effect at the time L5 S89'52'36"E 15.00' C5 31.17' 29.50' 60'32'40" S30'09'10"E 29.74' of the re-subdivision. L6 S89'52'36"E 15.00' C6 15.16' 29.50' 29'27'06" S75'09'03"E 15.00' 4. Minimum building setbacks shall be in accordance with the applicable zoning and subdivision L7 N45'07'24"E 21.21' C7 78.54' 50.00' 89'59'46" S44'52'43"E 70.71' regulations at the time of issuance of individual building permits, or as specifically approved and/or required, or as shown on this plat. LB N44'52'36"W 11.31' C8 8.44' 21.00' 23'01'04" N11'37'42"E 8.38' 5. Direct lot access to S. Locust Grove Rd. and E. Via Roberto Ln. is prohibited, unless specifically L9 N66'06'44"E 11.31' C9 94.97' 40.00' 136'01'53" S44'52'43"E 74.18' approved by the City of Meridian and ACHD. L10 S65'44'55"E 20.31' C10 27.35' 40.00' 39*10'47" S03'32'50"W 26.82' 6. Lots 27, 29 and 37, Block 1; Lots 24, 31 and 44, Block 3; and Lots 1, 16 and 25, Block 4 are C11 17.16 40.00' 24'34'25" S2819'46"E 17.02' common lots which shall be owned and maintained by the Hadler Subdivision Homeowner's Association. C12 29.07' 40.00' 41'38'09" S61'26'02"E 28.43' 7. See Instrument Number 2023-023M for Meridian Development Agreement. C13 21.39' 40.00' 30'38'33" N82'25'37"E 21.14' 8. Per the plat of Rescue Ranch Subdivision, this property does not have access to E. Covalli Ln. C14 8.44' 21.00' 23'01'04" S78'36'52"W 8.38' 9. See Instrument Number for ACHD License Agreement. C15 29.12' 79.50' 20'59'20" N79'22'56"W 28.96' C16 36.63' 100.00' 20'59'20" N79'22'56"W 36.43' C17 44.14' 120.50' 20'59'20" N79'22'56"W 43.90' Easement Notes C18 9.99' 120.50' 4'45'03" N87'30'04"W 9.99, C19 29.04' 120.50' 13'48'24" N7813'21'W 28.97' 1. No easement created hereon shall preclude the construction and maintenance of hard-surfaced driveways, landscaping (except trees), parking, or other such non-permanent improvements. C20 5.11' 120.50' 2'25'53" N70'06'12"W 5.11' 2. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from, C21 44.72' 29.50' 86'51'39" N67'40'54"E 40.56' unless otherwise noted. C22 13.54' 29.50' 26'18'07" S82'02'19"E 13.42' 3. All common lots are subject to a blanket public utility, lot drainage, and pressure irrigation C23 31.18' 29.50' 60'33'33" N54'31'51"E 29.75' easement. 4. Lot 29, Block 1 shall be subject to an access easement in favor of Lots 25, 26, and 28, Block 1. C24 75.80' 50.00' 86'51'39" N67'40'54"E 68.75' Lot 16, Block 4 shall be subject to an access easement in favor of Lots 13, 14, and 15, Block 4. C25 37.90' 50.00' 43*25*50" N89'23'49"E 37.00' 5. A ten (10) foot wide permanent public utilities, lot drainage and pressure irrigation easement is C26 37.90' 50.00' 43'25'50" N45'58'00"E 37.00' hereby designated along all lot lines common to a public right-of-way, the rear lot line; and the front lot lines of Lots 25, 26, & 28, Block 1, and Lots 13, 14, & 15, Block 4. A three (3) foot C27 95.84' 40.00' 137*16'57" N67'40'54"E 74.51' wide permanent public utilities, lot drainage and pressure irrigation easement easement is hereby C28 9.72' 40.00' 13*55.13" S50'38'13"E 9.69' designated along the sides of interior lot lines. The above easements are as shown on this plat. 6. An existing twelve (12) foot ACHD permanent easement, Instrument Number C29 19.20' 40.00' 27*30'14" S71'20'57"E 19.02' C30 37.84' 1 40.00' 54*12'01" N67'47'56"E 36.44' C31 29.08' 40.00' 41'39'30" N19'52'11"E 28.45' C32 9.24' 21.00' 25*12'39" N56'16'56"W 9.17' C33 9.24' 21.00' 2512'39" S11'38'45"W 9.17' C34 0.59' 125.00' 0*16'19" S24'23'14"W 0.59' C35 58.14' 125.00' 26'38'53" S37'50'50"W 57.61' C36 55.62' 125.00' 25'29'45" S63'55'09"W 55.17' Np 0 3 icy F o F qEL V6 Book Page I DAHO 9939 W. EMERALD ST. SURVEY I R\ BOISE, IDAHO 83704 /EY Job No. 24-328 v U V (208) 846-8570 Sheet 4 of 6 GROUP, LLC WWW.IDAHOSURVEY.COM P�\Hadler Subdivision 2 24-328\dwy\Plat\24-325 Nadler 2 Plat.dwg /13/2025 1:18:53 PM E. LAKE HAZEL ROAD HADLER SUBDIVISION NO . 2 MERIDIAN, IDAHO - 2024t _LT-i o v A PORTION OF LOT 1, BLOCK 1, RESCUE RANCH SUBDIVISION, 0 LOCATED IN THE NW 1/4 OF THE SW 1/4 OF SECTION 5, T.2N., R.1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO a ti n 0 y o N Z CD r w 00 E.VIA CD � N C9 ROBERTO LN. o M c GENERAL CONSTRUCTION NOTES ROADWAY NOTES PRESSURE IRRIGATION NOTES Iljj-Ij - T� � m o 1 IT 1 _ Y N .� = w �. 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING 10 - < N w WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR(24)HOURS PRIOR TO ANY CONSTRUCTION. CONSTRUCTED. O m z Uj CD MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS M = OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE :I- C:)CONTROLLING STANDARDS OR SPECIFICATIONS. PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) PROJECT SITE Z r 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. AND THE ACHD AND THE CITY OF MERIDIAN WATER DEPARTMENT. V 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC. WILL BE ALLOWED UNLESS HADLER SUBD. N0. 2 READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD. ----------- CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION WATER NOTES IS RESOLVED. 4. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAY, MERIDIAN PUBLIC WORKS WILL INSPECT PRIVATE ROADS,PARKING LOTS,AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFEREED TO IN GENERAL CONSTRUCTION NOTE TIMES. 5. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. NO.1. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR 6. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. MERIDIAN PUBLIC WORKS 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, E. COLUNIBIA ROADTO START OF WORK. WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTS AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND OUTSIDE THE PUBLIC RIGHT-OF-WAY. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL - - - - 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA REQUIRED.NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. 7. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). GUTTER,VALLEY GUTTER,OR SIDEWALK IMPROVEMENTS. 6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING.THE CONTRACTOR MAY 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE NOT OPEN OR CLOSE WATER VALVES. 8. CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS VICINITY MAP 1 7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES.AT 9. ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH NOT TO SCALESECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL. WASTEWATER RULES(IDAPA 58.01.16). OVAL INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO.1. 1) ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER CONSTRUCTION SHEET INDEX -�;C XSTE,' �f 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7, SECTION 8200, OF THE 2017 ACHD 2 pL � PIPE; (B)PLACING OF AGGREGATE BASE; (C)PLACING OF CONCRETE;(D)PLACING OF ASPHALT PAVING. STORMWATER DESIGN GUIDELINES. 1 OF 16 C.100 TITLE SHEET AND CONSTRUCTION NOTES V�I � �� 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL 2 OF 16 C.200 STREET PLAN 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS REPLACE THE ENTIRE ROADWAY SURFACE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 3 OF 16 C.201 STREET PLAN 0� o D THEIR DECISION FINAL. I L INSPECTIONS SHALL A RELIEVE E CONTRACTOR 4 OF 16 C.202 STREET RESPONSIBILITY OF PERFORMING THE WORK INANACCE ACCEPTABLE MANNER NACCORDANCEWITHTHEDE Q PE APPROVED 3 CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 5 OF 16 C.300 GRADING PLAN ES OF CONSTRUCTION PLANS. ) PUBLIC WORKS INSPECTOR.A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 6 OF 16 C.301 GRADING PLAN �J��j IN P S�O 7 OF 16 C.400 SEWER PLAN AND PROFILE 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 4) FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD 8 OF 16 C.401 SEWER PLAN AND PROFILES PRIOR TO CONSTRUCTION. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. STREET LIGHTING NOTES 9 OF 16 C.402 SEWER PLAN AND PROFILE 10 OF 16 C.500 WATER PLAN o J a 5 ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. W H J 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT ) 11 OF 16 C.501 WATER PLAN cc c, � o FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN 12 OF 16 C.600 PRESSURE IRRIGATION PLAN = U5 THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL ELECTRIC CODE. o LD z SEWER NOTES 13 OF 16 C.601 PRESSURE IRRIGATION PLAN z a 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT 14 OF 16 C.700 STREET DETAILS z zCD 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE W 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND REQUEST INSPECTIONS. 15 OF 16 C.800 SIGNAGE AND STRIPING PLAN r o z RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 16 OF 16 C.900 STREET LIGHT PLAN � W SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND o = c� ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, ASSOCIATED WIRING. Co 0 CD z UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1 800 342 1585 PRIOR TO ANY EXCAVATION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CONSTRUCTION CONTACT INFORMATION °C "' o NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN.FROM TREES,5'MIN.FROM FIRE HYDRANTS AND 2'MIN.FROM WATER METERS. 3 a � z CL CL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA LU ENGINEER DEVELOPER SURVEYOR ¢ cc z Uj 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO = W o> o THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO CIVIL INNOVATIONS, PLLC DEVCO, LLC IDAHO SURVEY GROUP, LLC =) z LU 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE REQUESTING FINAL INSPECTION. CONTACT:BEN THOMAS CONTACT:LAREN BAILEY CONTACT:MICHAEL S.BYRNS z m A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS 1043 E.PARK BLVD.STE 100 4824 W.FAIRVIEW AVE. 9955 W.EMERALD ST. o WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 6. CONTACT THE CITY TRANSPORATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, BOISE,IDAHO 83712 BOISE,ID 83706 BOISE,ID 83704 = SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE OR TO ACCESS LOCKED METER PEDESTALS. PHONE: (208)884-8181 PHONE: (208)336-5355 PHONE: (208)846-8570 0 ¢ o WASTEWATER RULES(IDAPA 58.01.16). EMAIL:BEN@CIVIL-INNOVATIONS.COM EMAIL:LAREN@CONGERGROUP.COM EMAIL:MBYRNS@IDAHOSURVEY.COM = Uj o � � z 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD STORMWATER DESIGN GUIDELINES. 4 BENCHMARK AND DATUM DATA BENCHMARK 1/4 CORNER COMMON TO SECTION 5 AND SECTION 6,T.2N., RA E.,CP&F NO.2021-175706 ALUMINUM CAP EL. = 2737.69 (WEST SIDE OF S. LOCUST GROVE ROAD-NORTH WEST CORNER OF SITE, SEE GRADING PLAN FOR LOCATION) N DATUM DATA ■ HORIZONTAL: NAD 83 (ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) Q VERTICAL: NAVD 88 Z Z LU w O O z z y o 0 2 c~-3 � Q � STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND EXISTING UTILITY LEGEND z z CD ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line -- BOUNDARY LINE W PROPOSED WATER LINE AND VALVE EXISTING SIGN Q ABAN Abandon EVC End of Vertical Curve POC Point on Curve DETACHED PROPOSED PEDESTRIAN RAMP p p z ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature RIGHT-OF-WAY LINE WITH DETACHED SIDEWALK - W EXISTING WATER LINE AND VALVE Cl---- EXISTING LIGHT POLE AC Asphalt Concrete FG Finished Grade PP Power Pole ATTACHED Q ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch - - CENTERLINE PROPOSED DOUBLE WATER METER SERVICE LINE Mw EXISTING MONITORING WELL W w AH Ahead FL Flow Line PT Point of Tangency PROPERTY LOT LINE DETACHED E) PROPOSED SINGLE WATER METER SERVICE LINE �/� w ALT Alternate FTG Footing PVC Polyvinyl Chloride PROPOSED PEDESTRIAN RAMP ❑T EXISTING TELEPHONE RISER C/ C/) o PROPERTY LOT LINE(ZERO SETBACK) : DETACHED EXISTING DOUBLE WATER METER SERVICE LINE BC Beginning of Curve FS Finished Surface PVMT Pavement WITH ATTACHED SIDEWALK IF] EXISTING CABLE TV RISER Uj BCR Beginning of Curb Return GALV Galvanized R Radius EP EDGE OF PAVEMENT EXISTING SINGLE WATER METER SERVICE LINE BK Back GB Grade Break RB Ribbon Curb ❑U EXISTING UNDERGROUND UTILITY BOX W � BM Bench mark GIRR Gravity Irrigation RC Roll Curb 0+00.00 CENTERLINE STATIONING ' PROPOSED FIRE HYDRANT PROPOSED CONCRETE VALLEY GUTTER BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way G EXISTING GAS MARKER BW Back of Walk GM Gas Meter RL Roof Line PROPOSED VERTICAL CURB EXISTING FIRE HYDRANT ❑ 41 - CB Catch Basin GR Grade RR Railroad PROPOSED ROLLED CURB ® PROPOSED CONCRETE THRUST BLOCK ❑ EXISTING POWER TRANSFORMER CIF Curb Face HOPE High Density Polyethylene Rt Right o o __ __ PROPOSED SEEPAGE BED WITH cf Cubic Foot HORIZ Horizontal S Slope PROPOSED REVERSED VERTICAL CURB . MONITORING WELLS ® EXISTING CONCRETE THRUST BLOCK 0 EXISTING POWER JUNCTION BOX CITY OF MERIDIAN SPECIFICATIONS CL Centerline HP High Point SB Seepage Bed PROPOSED REVERSED VERTICAL TO # x CO Clean-Out(Sewer) INCL Including SO Storm Drain VERTICAL CURB TRANSITION SECTION O o PROPOSED SAND AND GREASE TRAP SEWER PLAN LEGEND EXISTING POWER MANHOLE CONC Concrete INV Invert SDR Standard Thermoplastic Pipe =________= EXISTING VERTICAL CURB o OW EXISTING WATER MANHOLE ' [RE] 1 M CONN Connection IP Iron Pipe Dimension Ratio ❑ EXISTING SAND AND GREASE TRAP SC SERVICE CONNECTION CONST Construct,Construction IRR Irrigation SEC Section --____---- EXISTING ROLLED CURB ® PROPOSED DROP INLET SL SERVICE LENGTH w EXISTING IRRIGATION CONTROL VALVE BOX R= ■ ■ COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot(feet) 2645 PROPOSED 5'CONTOUR CTV Cable Television Works Construction SG Sand and Grease Trap EXISTING DROP INLET SI SERVICE INVERT ELEVATION w EXISTING PRESSURE IRRIGATION VALVE CY Cubic Yard L Length SP Signal Pole 2644 PROPOSED 1'CONTOUR 10 Know whats below. DBL Double LB Pound SPRK Sprinkler 2645 EXISTING 5'CONTOUR SO PROPOSED STORM DRAIN LINE AND MANHOLE T SS PROPOSED SEWER LINE AND STATION v T EXISTING POWER VAULT Cal[betom you dig. DI Drop Inlet LF Linear Foot SS Sanitary Sewer -SD-- EXISTING STORM DRAIN LINE AND MANHOLE SS PROPOSED SANITARY SEWER LINE AND MANHOLE ucP EXISTING UNDERGROUND POWER LINE DIA Diameter LP Low Point STA Station ----2644---- EXISTING V CONTOUR ■ PROJECT NO. 24-1029-HAD DIP Ductile Iron Pipe LT Left STD Standard SS PROPOSED SANITARY SEWER LINE AND SERVICE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE DRAINAGE SWALE GAS EXISTING GAS LINE YOU DIG,GRADE,OR EXCAVATE FOR THE DW Driveway MAINT Maintenance SW Sidewalk � DWG FILE C.100 DWG Drawing MH Manhole SY Square Yard GRAVITY IRRIGATION PLAN LEGEND - -SS-- EXISTING SEWER LINE AND MANHOLE MARKING OF UNDERGROUND UTILITIES. E Easting MW Monitoring Well TAN Tangent -� PROPOSED STREET SIGN -�L SS-- EXISTING SEWER LINE AND SERVICE ucr EXISTING UNDERGROUND TELEPHONE LINE DESIGNED BY BT EA Each N Northing TC Top of Curb EXISTING STREET SIGN GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX DRAWN BY JTA EC End of Curve NO. Number TEL Telephone PROPOSED STREET LIGHT ----GIRR-- EXISTING GRAVITY IRRGATION LINE ECR End of Curb Return OHP Overhead Power TOPO Topography NOTE CHECKED BY BT EG Edge of Gutter PC Point of Curvature TRANS Transition EXISTING STREET LIGHT PRESSURE IRRIGATION PLAN LEGEND ISSUE DATE 12/02/24 ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical EM Electric Meter PCC Point of Compound Curvature VB Valve Box DIRECTION OF SURFACE FLOW THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve PIRR PROPOSED PRESSURE IRRIGATION LINE AND VALVE HORIZ.SCALE AS SHOWN EP Edge of Pavement PE Polyethylene VERT Vertical � PROPOSED TYPE III BARACADE �- CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF -♦ PIRR-- EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR VERT.SCALE AS SHOWN PIRR Pressurized Irrigation WM Water Meter PROPOSED TYPE II BARACADES � PIRR PROPOSED CONCRETE THRUST BLOCK ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY SHALL BE� - EXISTING BARACADE PIRR-- EXISTING PRESSURE IRRIGATION LINE AND VALVE APPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT. CA 00 -�-- SHEET 1 OF 16 D:\Civil Innovations Projects\2024\24-1 029-HAD LER NO.2\200-Construction Drawings\205-Construction\24-1029-HADLER NO.2-CA 00(TITLE SHEET).dwg NOT APPROVED F 0 R CONSTRUCTION 1 fwt_� \ J 71 / \ I III 1 1 -- - - - - - - - - - - - - - - - - - ® - - - - - - - - - - - - - - - - - - - - - - \\ - - - - - - - - - STREET PLAN = - - - - - - - - 2��V- L-J - - - - - - - - - - - - - - �� - - - - - - - - - - - -�274Q_ - - - i - - - - - - - - - - - - 1 SCALE: 1" = 40'-0" HORIZONTAL =__ - - - - - - - - - - - �__________________ _______- - - - - -� � - - - - - - - - - - - - - -_____ -- _�,--� - - - - -==�T ' -273 _ - �_ ���-------=T - - - - -_ - - - - - - - - -�� - - - - - - - 60 40 20 0 40 80 III) \2738 O o _ ' 2�38 0 0 - - - O o I O I o � EXISTING E. VIA ROBERTO LANE C:)o o O �o CDCIVIL INNOVATIONS +� - - - +I - - - - -++�_ - ++ - - -+� - - -_ - +I- _ _ 1o+0 ++ - - r r - I - - - - +� - HORIZONTAL SCALE IN FEET fi r - r r r 00 1 o NORTH IIII 2740- r S. �. .5 lo\ J; = = = _ _ _ _ _ _ _ =��= _ _ _ _ _ -_____________- _ _ _ _ _ _ - - - - - - - - - _ _ _ _ _ _ _ _ _ � - - / - - - - - - - - - - _ _ _ _ _ _ -- _ = - _� - - - - �- T� - ------ -------------------------------------------- - -✓ -------------------------------- ------- -ti �� / \ - L�' -------------------------------------------- CONSTRUCTION KEY NOTES J - _ . � - ---- ---- - III 2,3g 40 INSTALL PEDESTRIAN RAMP TYPE"Hi"PER ACHD SUPPLEMENTAL SD-712H, -- - I - G I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ _ _ -_ -_ - AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. GIRR - \� GIRR GIRR GIRR GIRR GIRR GIRR -��- GIRR GIRR GIRR GIRR GIRR --� �- GIRR RR GIRR GIRR GIRR GIRR +GIRR - - - - - - - \ `- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J -� _ INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL \ \2739 \ \ _ 2�39" - - �2440 -� / - - - - - 1 / 1 _ _ -2741 1 � SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. 1 i - - - - - o - - - so III Psa PIRA PIRRR INSTALL 4 WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. col 1 III PIRR- __PIRR oioR PIRR-- =1RR= _ GIRR P PIRR GIRR _-RQR-- PM_-- IRR O III ` _ ❑ T -I 00 F -2737- -2738- ` INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. oTo LU 0 � _ ILU 1 IIII Y / I LU O N ti III ( III � O 5 INSTALL 1 O'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. j co o 0 BLOCK 1 BLOCK 1 } r BLOCK 2 1 N °O 1 v W m 0 00 0 15 14 13 12 11 10 9 8 7 6 5 4 3 2 I 2 3 4 D Z C 5 6 7 8 INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE a o I �iI ill a l 11+Dq ° ~ © ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A cc LU Lu Iw ^ N III X / = W INSTALL TYPE III BARRICADE AND SIGN"STREET TO BE EXTENDED IN THE w EXISTING HADLER EXISTING HADLER ^ III EXISTING HADLER 1 1 H FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS m z SUBDIVISION N0.1 SUBDIVISION N0.1 \ III SUBDIVISION NO.1 1 a DECALS PER ACHD SUPPLEMENTAL SD-1132B. O co 2 111+00 o I / _\ /- \ I REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET p III I I ® MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD T III l +r \+ 1 1 SUPPLEMENTAL SD-303 AND SD-806. -2737 - - - - - - - - - -2738- - 2739- - - - \ - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ -� - - - - - - - - - - - - - _ - - - - - - - - - - 1 - - - - -_ _ _ /-- - - - - - _ . L T GROVE AD II II' �I - - - __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -= - - - - - - - - - - S. LOCUST G 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( III I I I._ N NI II 16 2�3�� I j/ �- - - - - -__ _ � - - - - - - - - - - � - �= -I� I 1 , 2738` � c - r/r\� - - o �_ � ' �_ i 1 _ i SIDEWALK ELEVATION TABLECj 11 0 0 0 0 oCD C.0 - - -� - - _� - - -�' - - +I- - - - +� - - - -++- - - - -EXISTING E. HADLER DR. +F O O ZJ N / N f N N N M cTYj� 2�`� c•J I i- - - - _ f f \ f � i m I ch i i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _==_== _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � \ � - - � - � - I _ CLSTA. CELEVN EAST 11 1� 1 ;III I III � �/ - - - - - - - - - - - --- - - - __ _ _ =;_ - - - - _ ___ - - - - - - - - - - - - - - 7 - - - - - - ____-�_ _ _ - - - - - 17 1 / / i - - - - - - - - - 13+82.66 2739.46 2739.63 11I III 1 � L - - - 2737- - - I - - - -2737- I I 1 - - - - � 14+00.00 2739.43 2739.63 - 2738- - I i i2+oo X i I, I I ' 1�' � I I II �I/ / I I �\ /I/ I - -2739- - - - - 1 � I - - - 14+50.00 2739.43 2739.63 I I - I - 1 1 1 I � I 11 a w II'' III 1 -�III I EXISTING HADLER 1 1 1 / / EXISTING HADLER 1 1 15+00.00 2739.47 2739.63 1 18 III 1+ +l SUBDIVISION NO.1 1/ SUBDIVISION NO.1 1 Ih ;I III \ 15+50.00 2739.51 2739.63 y 25+OQ 1 2 3 4 5 6 7 8 9 10 \ 12 13 14 1 1 15 16 17 18 ANAL ol ;I� 1 � 1 I 'II ' I iII II 11I \ - - � � 1 1 15+83.16 2739.60 2739.63 ISTE E��f III I I 111 I � � 1 1 I NOTE: BACK OF SIDEWALK ELEVATIONS w III Ilfj w o ! II 19 I /I Q 1 1 I I I 1 SHALL BE WITHIN ±0.5 FEET FROM �II 6 a I11 BLOCK / I 1 - CENTERLINE ELEVATION o 11 ,1I� 1o1 III i11i �/ 1111 z III - - - - - - - - - - - -2738- - - - - - - � 11 / / ( r - - -2739 - III N °� - - - - T `f 1 PIRR PIRR PIRR PIRR - - - - - PIRR PIRR PIRR - - - - - PIRR - - - - - PIRR - - / / 1 - j O� o III I \ ?IRR PIRR / PIRR PIRR PIRR PIRR \ --�N2R-\ _ �'t j N P L I I _ I 1 20 X \ \ / i _ - L - - _ - T_ EXISTING SEEPAGE BED 13+00 I I j LU 273963BW I i11 I� - �- _ - - - - - - - - - - - -Z� \ - 1 \ / / - - -1 - - - - - - - �/- - - LU LU o J PIRR PIRR - - - - - PIRR _z- PIRR = 7 C!) III \ \ / t / oz 13+82.66,50.00'L a / BEGIN CONST. j 124+00 IOT EXISTING SEEPAGE BED \ `- EXISTING HADLER 1 / / o C:) m Y1 EXISTING HADLER \\ SUBDIVISION N0.1 / - -�_ / 7) z (MATCH EXISTING)( w i l I SUBDIVISION N0.1 Ioo A \ \ 2739.45 FW - - - \\ \ 1 \ LU LU o 0 III 2735.81 RC/GB I \ \�� �\ C\ X z z 13+82.66,40.00'L _ BEGINCONST. d 23+42.32,13.50'L I -- -- - -- - - -- -- -- -- -- -- �- -- - -- - \ \ \ \ I I �/ 1 z III END CONST. f - - _PIRR_-_ \ 1 �� �c / o 0 (MATCH EXISTING) PIRR ` -PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR \ / / / 2� o O Z III 'III 1 III BLOCK I (MATCH EXISTING) _ o II 22 11 } I � ��� _ _ -2738 - - - - - - - �\ / lr { �� � ` /' � l � � w w _ - - / \ / �. \ - - - - -� /_- 2739 ¢ z w III Iw W _ - - - _2735.98 RC- - - I 2735.98 RC/GB/PT f / _ - N c / 1 - I-/ 22 0 LU C:) 0 r - - I 23+01.81,13.50'R 42 41 40 39 38 37 36 35 34 33 32 31 P / - / -r I / - � � - - 23+01.81,13.50 L } } / RR � LU LU 111'4 - _ END CONST. �� J 2+23.85,0.0( L _ a - - - - -= ae (MATCH EXISTING) / \ �) e� o - - - '\-r - - - T- f f I 2�jg PR � i 4 0¢C J I EXIST.TEMLU PORARY ACCESS 2736.03 RC/GI o 8 1/ d N CID F 30 ®� _ - - \ \ o a o IJ ° ROAD TO BE REMOVED \ 22+92.85,14.53'L 1 v r- m N I to o m ~ M i / \ \�� / w v/i 5 _�_ -2+12.35,0.00'L __ °e °' ea + c� ao c� ao ea �o c� c� U CO e� 0 ewe � ca r- T p \ 23 z oo N I� Ca co 0 00 Ca 00 CJ 00 C7 00 + � 29 \ ERR \ / - aE n v OC N OG / EC ti OC ti OG r` OC ti Li o Li o + r-_ r� I� ti v ti C1 ~ m / I 2 + o OC C OC OC (S OC r OG C� _ _ T- 2736.13 RC/GB/PRC / ? 23+00 �! + T N v o� c�i N o u� Lei n o _ co ti L� ee r� 11 1 / to N Iq L{'9 �D O O r co M + M r M 00 M OO n ll'� i0 ODDco O N M M O CT O 1 22+85.35,19.46'L - 44 eo ed +/ Cei + to + o+ o+ M rn M n + r +M + IFI + + + + + q / . I ° \ N co co N M N M N M N M N n T n M M n M M M M °O M ~ M M ~ CO + O 28 ao n n n n n n n n r N n T n T n T n T n T n n + I` - 2739.( P _ - -____-- =2+01.10,0.00'L / N N / N 4 N N N N N N 2 N N N N N N N N "n T CO = N - �'11 24 BCR=28' 2735.74FL / N co ^ ti 1 qRR 13+36 2736.38 RC - 3 CA + 27 1 I I 22+72.49 30.50'L o s :° s T S S S s s / � co N 11I. 39.00, W J J 1.00, =1+78.53,0.00'L o"� \ 2735.86 FL O o o _/ N o + I 26 a INSTALL SIDEWALK W/ �a ��' \ �i -I / - - - - �+ - - - - - ++ _ 3 10+00 - - �+ - - - r` _+- - 4 - co = N I JI s 10.00' 6"THICK CONCRETE �� o 2735.97 FL Nam- f N N �' N / - ' N r �1 4�y� / 2737.09 FL 273 I2 0 FL �� o C" i 1 v Y5 n N I° VARIES 2736.60 FS/RB 1 ° - p �x M Oe N °0 � a ■ 25 ao QO/O_ .5% ° •S ^ '� • ° • ° ° S. S .I f . ° °1 S. ° / S• °°S `\ \ ,N T ca M ca O f _ 22+65.52,37.79'L ,� '_ _ F m - O 15+ 0 p I �J 1+66.48,5.00'L _ /2736.41 RC/GB 2736.71 RC 2737.17 RC 2737.33 RC _° \\� ae�/ 2737.64 I 2737.80 RC UVF9 Q+ t; cc + 1 °lo _ 60 Ca C� \ h/ 1 C� C� / C� • 1 a �0 M � C� N F T Q 2736.56 RC/HP I M N 22+23.27,13.50'L 21+47.93 00 M M 20+33.93 19+93.93 �f r 19+16.93 18+76.93 oe �, oe Cl) oe C, d 9, s • N T °� CO s "� � � M nIn 27 2 0% II °� =1+00.00,0.00'L m o T' 2737.14 FL 1 , 2737.46 FL 2737.63 RC/GB/PC o N nj 0° d \ + s°M° NI I ICI 22+62.54,33.00 L m cO 2736.56 RC coo ri ti o 2737.43 FL T / N v m 2737.18 FIL \ / 1I co 00 o m \ N A t2 + v cn L-1 ° 1 m / 2736.35 RC/GB/PC 21+85.93 M + co + 19+18.93 M + M +� M + Ca o III r °0 o N Z cO I I I . =1+61.93,0.00'L , N N N C:) ' N 00 N 00 N r O a �O • 6 N -aD -�III ! I j 2737.05 RB/GB 22+32.23,14.53 L 22737.29 FL BCR=20 I M T = M �� \ I s A 2739.63 BW �, 26 / 2737.34 RC/GB/PC 2737.74 RC/HP �, a, r 4 a; �,, T s O 1 22+56.31,57.01'L I 19+91.93 BCR=20' "' co + CIO n 15+83.16,50.00'L 19+33.08,19.36'L n ti w r r- + 1 =1+54.25,24.73'L aE a / 736.40 RC/GB/PRC s a N r co + s 1 N END CONST. I _ o O 4±I 24'± 1 `Ili 12'+ 2736.58 FS/RB -� I - 22+39.73,19.46'L 2737.63 RC/GB/PT 2737.67 RC/GB/PT _ n N r V CA O 22+51.55,35.20'L =1+22.75,0.00'L 10+33.50 uai 10+33.50 _ �2739 N C" ti Q z a 2737.76 RC/GB 2737.76 RC/GB / c 2739.11 f Q =1+45.07,5.00'L I 2736.47 RC } ti } / BLOCK 4 M + 2739.34 RC 29 30 32 33 34 35 10+45.50 37 1 10+45.50 3 4 5 n Lo r ti 15+70.77 2739.23 FL 3 z 2739.45 FW I vi 6 Q r II BLOCK 1 2737.05 RB 22+49.69,28.81'L \ 15+83.16,40.00'L 20' 5' / 0 2739.56 RC/GB - Q Q s� t I 28 / 22+47.54,90.75,L =1+40.40,0.00'L 11+00 4 N + 15+33.77 2739.73 RC y w END CONST. 4 + 4T �2740- n m s ° 2739.35 FL / of I se I ��,� =1+46.82,61.15'L 2 0% 33, \ 7 2739.56 RC 14+94.77 - a p� cn _ ___ ___ \ 15+32.77 2739.78 RC/HPCwC w / PIRR PIRR - - PIRR - PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR ( ■ s O.Q% \ G 161If _ -- -- - -- -- - -- -- -- 11+�7050- - - -- - -- -- -- -- I 8 4+83.31,13.50'L =28 1 tz +00 C 2736.65 RB/GB- - - - �""�� 1 \Ir 6 2737.05 RB ��' \ 2738.42 RC 2738.42 RC P,RR 2739.? 49,0.00'L 2739.83 RC 22+48.05,46.04'L- - - - - - - I 9 I 2739.74 RC/GB/PT I 1 I L \ _ . .. . - - - - EG 22+42.47,125.26'L; L - - - - -_\_ _ -E� - 11+20.50,16.50'R_--_ - - - --11+20,50,16.50'L- EG EG - - - _ I 14+76.74,14.05'L 14+64.01,24.13'L - - - EG 1+42.83,17.21 L- - - - EG - - - - - EG - - - - - EGA-- 2740- I1+43.73,97.71,L END CONST. END CONST. - - _ =1+91.76,0.00'L 2736.65 RB \2�39 EG - qRR 10 =2+12.10,0.00'L BCR=40' uj V - - EG - - - - - EG - 1 2739.80 RC/GB/PR RC/GB/PRR 2739.90 RC - EG E EG EG EG EG EG EG \>_- EG EG EG EG - 22+36.97,118.79'L - - - - _ - - - - - - - - - - - - - - - -� EG \ EG - %f 1 14+68.41,19.22'L 1 -2738-�B-_ =1+38.68,94.56'L - R 4+54.9 30 7T L 1 EG P =1+75.92,0.00'L Q - - - - - T _ R 1 =1+99.78,0.00'L 2740.02 FS/RB II - - - - - - - - - - GHP - - - - - oPGHP - - - - - oHP - - - - GHP - GHP - - - - - - \ AEG\ \ � EG\ � 1 12 14+50.28,37.45'L Q \ _ C \E� R - 2441� =1+67.70,5.00'L 2739.96 RC/HP a cc otiP l / \ \ P, 14+45.41,33.00,L .R =1+60.25,0.00'L 14 a \ \ \ G� e� \ 1 \ ` 2740.23 FS \ \ \ \ \E 14+47.21,48.07'L 17+00 GH 1\ \ \ \ \ \ \PRR PROJECT NO. 24-1029-HAD DWG FILE C.200 1 \ \ GHP � 2�Q'2 \ DESIGNED BY BT EG \ 1 W \� EG \ ---� DRAWN BY JTA \GHa \ \ / h r \ \ ec \ CHECKED BY BT z v \ \ \ GNp \ y ISSUE DATE 12/02/24 LU \ HORIZ.SCALE AS SHOWN � H VERT.SCALE AS SHOWN a Cm200 SHEET 2 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER NO.2\200-Construction Drawings\205-Construction\24-1029-HADLER NO.2-C.200(STREET PLAN).dwg NOT A P P R O V E D FOR CONSTRUCTION \ .i. i ii.i. - � rinn rlrtrt rirtrt riKK YIKK YIKK YIKK PIKK PRR PIRR �(\ I ' II - \ 01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ li STREET PLAN \ - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2742= \ II1 01 \ 0 274p_ 1 -2741_ - - N N SCALE: 1" = 40'-0" HORIZONTAL ------- - T - - - - - - - - - - - - - - - - - - - - - -�= - - - - - - - - - - - - - - - - - - - - - - - - - - - - _- -- - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - 1 60 40 20 0 40 80 o L �o EXISTING E. VIA ROBERTO LANE o o - _ _ _ -2141- O o 2jA�o \ III I o o cnrI-ATIONs rI NORTH HORIZONTAL SCALE IN FEET ++ - - + -+ - - - - +� - - - - +� - - - - -+� - - +� - - - - -+�- - I T - +�- - -I - - +� - - �� lfJ _O o + ' N N N N N� l r N N cc Ef- - - - - - - - - - - - - 2740 � � +/J11 2739 - _ `II - - _ _ _ _ _ _ = _ _ _ _ - - - - - - - _ _ _ _ _ _ - - - - -_ _- - - - -� - - - - - - - - \ - __ - - - - - - - - - - - - - = =z = =- ---- -2741- == - - - -== _ =-- _ / -2740- _- �; - --T--------_----� --- ------------- -- -------------------------------- --------------------------------------- --- --------------- --------_----------------------- ------------------- - - - - - - - - - - - -2739- - - - - - - - - - - - - - - - - - 2740_ - _ _ _ CONSTRUCTION KEY NOTES rr-_ ____ _ \ - - - - - - - - - - - - - - - - - - - - -- - - --- - -- - - - - - - - - - - - - __ n9 = INSTALL PEDESTRIAN RAMP TYPE"Hi"PER ACHD SUPPLEMENTAL SD-712H, - yam - - - � - - - - - -- -- _-_ -_ _ _ _ _- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - = 2738- - RR GIRR GIRR -� GIRR GIRR �+-GIRR - - - - GIRR - GIRR GIRR GIRR =-GIRR GIRD-----GiRFt GIRR ---- �tRR �BIR' ERR -�0��2j T1, _ _ _ _ _ _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD 712 41 - _2T 42 - r J ��� �273g 1�6r�l 3g INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL 27 SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. 111 - _ _ _ INSTALL 4 WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708 _ -PIRR= _ _ -2IRR =-- - PlRR -- = PIRR- - - GIRR _ _ 77 -mac Plea PIRt� - _ _ GIRR - - %RR- PIRR PIR\ PIRR - - PIRR PIRR PIRR OO 3 � o I I v l �j ® INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. O N T oTp y o ' I f ��� I \ � III INSTALL 1 O'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. J � omo BLOCK 2 W N �o f BLOCK 2 \ 9\ I m o 00 0 2 3 4 z C4 5 6 7 8 9 10 �I 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 s INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE N ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A Q �w . = W I 1 \ r� INSTALL TYPE III BARRICADE AND SIGN STREET TO BE EXTENDED IN THE LLi EXISTING HADLER v = ` I I FUTURE HADLER \ FUTURE HADLER III FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS O Uj m SUBDIVISION NO.1 � y ; � \�\\� ' - - - - - \ \ \ \273 II SUBDIVISION \\ SUBDIVISION i $ PLEMENTAL SD-1 1 32B. co REMOVE EXISTING BARDECALS PER ACHD RICADES(F APPLICABLE)AND SAWCUT 2 FEET � p ' 1 \ 8 \ III MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD T SUPPLEMENTAL SD-303 AND SD-806. - \ 2739- -2738 I _ m � \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - \ aoo \ \ - - - - - - _- - --= - - - - - - - - - F - - - - - - - - - - _ - - - - - - - � � � - - - - - - / III - ' - - -- 273g_ ` - - - - - - - - - - - - - - - - - III 2737,o ` y O o i O _ o f - - - -EXISTING E. HADLER DR. +� - - - _ +i _ T _ _ _ _ _� 10+00 \ - _+� / IIII Z((�� �, -2737 ° f M FUTURE E. �- �19 N ' M i V cq- 2 y m cq i co III / M ' HAD L - - - - - _- _- _- _- _- _- _- _ - _- � _ - I LERDR. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l / / -� - - - - - / o _ _ o l - - -2739- - - - - - - ' - - - - -2738 EXISTING HADLER EXISTING HADLER / SUBDIVISION NO.1 ' SUBDIVISION NO. 1 12 13 14 15 16 17 18 19 20 w I III � � III I I ��� � IIII I / �NAL G,ISTE� r 2738.23 RC/GB/PT 26 27 \ 28 11+26.59,13.50,R ° 11+00 I l l I/ 2738.23 RC/GB/PT BEGIN CONST. 1 rt 11+2 . 1 /� � � � I 6 59, 3 50 - - -2739 - - - - - - - r - - -2738- (MATCH EXISTING) / l/ \ /V/I BEGIN CONST. (MATCH EXISTING) / O / ' - ERR_ V --�-- -- -- FUTURE SUBDIVISION HADLER FUTURE SUBDIVISION IN IIII / ^o � IN P - PIRR � PIRR PIRR � PIRR PIRR \ \ PIRR PIRR / � / � PIRR PIRR � /♦ o -EXISTING GRAVEL ACCESS SEEPAGE BED - ROAD TO BE REMOVED BLOCK 4 29 30 31 32 33 34 35 36 37 38 39 � J LU o 2738.35 RC_ 25 II w w a o L PIRR - - PIRR - - - - - PIRR -Z- PIRR \ ./ I ) Cj t 11+57.45 - I III = EXISTING HADLER ' / - _ /// %b \ \ I I U w z a o m SUBDIVISION N0.1 / - \ U } C a / ♦ `�\ 4 / S ; I PIRR PIRR IRR PIRR PIR PIRR I 2!! Q z \ _ _ / / ll �\ ♦ 21 %b r z 2738.56 RC o 00 4 / - W J O U � _ z_ o � z 00 o z 12+09.40 EG - - - EG - - - - - EG - - - - - EG EG 2740. / O EG EG EG -Ep OC OC O 2738.58 RC /_ o ILU / �v 12+13.45 24 / / - - EG - - - - - CC LU EG - - - - - EG - _ _ - _ EG - - - - - EG -�FG -_- - EG EG - - _ } W CL 2739 ? / / EG \E° zom / 22 s ��► / / / / / \ 000 0 ui 31 PiRR `` / ( 2736.74 RC / / /EG - - - - OHP - OHP - OHP OHP - - HP z co W W �� 12+52.40 { / 2738.71 RC �/ / / i z 12+45.45 / / � o °C / \2�39 P�q G/ pie J LU v M / = c=nt o T / 29 \ PIRR / 23 2738.84 RC M " m �' \ ?239340 C / 12+77.45 z M cc M ca + ' \\ / s V cD � = r + q � 13, M M q 28 v 2739.07 RC 00 22 / N N 'g + 27 qqq / 2738.97 RC co N 13+09.45 ' N M 4 o v� 26 2739.09 RC Y1 NT a,m s ` / 13+41.45 2739.22 RC n '? N 25 d 1 13+73.45 Qe / / N a � M °�° + 2739.35 RC ♦ / 04 Q; + °0 + c� v / 14+05.45 Y0 • FRl p9 s n r "' N 2739.36 RC/GB / ° N Qi T ICJ �''� `P.' � + = 00 e � 14+07.51,13.50,L / a s \ O . ° N ce r C � C MO N . / =1+00.00,0.00'L ♦ / / /�" / d s N _ _em + i 2739.40 RC/GB/PC 4 ° �\ M � s rq "pp 14+14.08,14.05'L 19 CO �o r� N N =1+08.39,0.00 L N � � o 2739.50 RC/GB/PRC -� /j y N ca 4" ti / ° �\ 14+22.40,19.22'L / v Q z ao cfl / 2739.11 FL BC -28' 9K 4 � ca 2739.34 RC \ o =1+20.71,0.00'L / l� ' �_ N T 15+70.77 ! 2739.23 FL 3 2739.78 RC ♦ / // J _ Q+ CD 2739.56 RC/GB - / LU 14+36.09,30.81'L Q I �2T40 N � 15+33.77 2739.73 RC s . y 2739.35 FL , 0.°�° -1+44.76,0.00'L Qe / p� / 7 2739.56 RC 14+94.77 _ 1j BCR=33 2739.92 FS/RB / / / U) 15+32.77 2739.78 RC/HP 0?°b \a 14+38.18,36.79,L ♦ / / / LU I 8 ' 14+83.31,13.50'L BCR=28' s BCR=20'=1+49.19,5.00,L 17 / / Pqq CA =2+20.49,0.0O'L 2739.83 RC /� // g 2739.74 RC/GB/PTT ?�° 7 h INSTALL SIDEWALK W/ 14+76.74,14.05'L 14+64.01,24.13'L N / 6"THICK CONCRETE &Rq 10� =2+12.10,0.00'L / =1+91.76,0.00'L BCR=40' ..� a� /4�\ W 2739.90 RC / 2740.00 RB 2739.80 RC/GB/PR 00° 16 mmi EG �� 14+54.81,30.77,L �� o / 14+21.38,117.81,L EG P 14+68.41,1 .00, L =1+75.92,0.00'L / 'qq =1+99.78,0.00'L � =1+38.28,92.63'L 0 / 2740.02 FS/RB - - / /2740.40 RB \ EG\ \ 12 14+50.28,37.45'L \ 14+26.78,125.36,L \ \ . C =1+67.70,5.00'L J J J J // =1+43.32,97.07,L \ - \ 2739.96 RC/HP d M d E 00 N pqq 14+45.41,33.00'L cm 's N m C o m 10 v =1+60.25,0.00'L 14 o00e N h °� �S ti o Nm'% ♦ \/ / / \ \ \ 14+47.21,48.07'L N n a 1+62.67,15.14'L PROJECT NO. 24-1029-HAD \ ec \ \ \ \ / � 2 DWGFILE .201 1 � / / / \\ EG DESIGNED BY BT DRAWN BY JTA IG H \ \ \ EG \ e3� / / // CHECKED BY BT Cm ISSUE DATE 12/02/24 W N ' HORIZ.SCALE AS SHOWN z c� v = VERT.SCALE AS SHOWN Cm201 SHEET 3 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER NO.2\200-Construction Drawings\205-Construction\24-1029-HADLER NO.2-C.200(STREET PLAN).dwg NOT APPROVED FOR CONSTRUCTION S. CADENCE AVE.-E.OVERT DR. PROFILE -STA. 9+50.00 TO STA. 21+00.00 2750 2750 o z O U Zin 21- Y Cr m w a_ w p OC w C U in = Q C'L W Qmi LU 2745 = ¢ w —m M O CD m m a 2745 LU co cp o w W W O] Q N m ' W M r 00 < Q H O yy W O ' U) 00 + r U. 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STA= 10+08.67,7.50,FIT STA= 10+87.70,7.45'RT RIM = 2736.96 RIM = 2737.66 15"INV IN =2733.18(E) 15"INV IN = 2732.75(N) 15"INV OUT= 2733.18(S) 15"INV OUT=2732.75(SW) Q1C" OD co �Cn � t OCn OCn w wC" ICJrn NM M� OD Cp Qlr QIM OI Co MCp MOo MC] CO ,I. coph NCu NCu Cm MM Qf� V9 C� uq� rCn OIL rCO -- -. �, -.p rr EDP 1CJN Mp r0D O!r I�Cp 1CJ� C'9� rM r m^ n ^ OD W O W O ao OD CT QI cn CI p CI p Q!C, OI p OI m ao m OD CD CD cn OD 00 1-00 r CO P.00 1�00 P.00 MM MM MM CoM Com Com Com Mm M� M� M� M� am, Mm Mm cog cog MM Mm Mm Mm Mm r r r r r r r r r r r r P. r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r NN NN NN NN NN NN N CV N CV NN cm NN NN NN NN NN NN NN NN NN Cm NN NCV 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 �� CXSTE�� r E.OVERT DR_S.ZENITH AVE. PROFILE-STA.21+00.00 TO STA.24+00.00 S.STEEPLE AVE. PROFILE 0 62, 2750 2750 2750 2750 �� TE 0 F Q �I IN Pcc pz M C) Q m U z Z Z p W Y W H 2745 m 2745 2745 > zo 2745 cc w p p m p C) _ � C!j Y � � CD w = p � OZ Q m z O M J W O m m W CD Z + r > C7 O ' Cn Z > w CD O oTN u� O zQ0 a m or Cm c=i� z II II � v cpuo�o 40 20 0 40 80 � zz z �' CC ' W �J J Lf) � � r- r N W p J Cr CD W > ` O M � w + o u EXISTING GROUND Q HORIZONTAL SCALE IN FEET o 0 o z c� �? C) + oN II � J 2740 + ' O " `" + II J AT CENTERLINE C" CL 2740 4 2 0 4 8 o w > O EXISTING GROUND N N + M N u C+� N � cQi� w MISSION dccz w a FAT CENTERLINE a > co u a Cl) w ____���_-_ Q o z LU N Q W L ---------- - VERTICAL SCALE IN FEET ------ LU ----Cn W_ J Cn W ------- ----- �, w 0% 1.a9� o w Ui=:) W cnwLU 0.55% boa= 0.40°h7 _ 0.42°k ---- 41 AT CENTERLSHED INE6"PIRR o J 2735 2735 2735 (12"SLEEVE) 2735 CCf) = oz FINISHED GRADE LU "' z AT CENTERLINE r N M + N N U 0 O� OD Cn N C] LL�110 00 Un M r M M M M M M rr rr rr 2730 2730 N N N N N N 9+50 10+00 11+00 12+00 N Nr Nr Cc,*co rr Oo O rr �� Nr oo °°°° Z M M M M M M M M M M rr rr rr rr rr N N N N N N N N N N 21+00 22+00 23+00 24+00 Z O y O 2 N — Q LU LL 0 � z � 0 Q o w w ~ 7 coo cc W J 0 a PROJECT NO. 24-1029-HAD DWG FILE C.202 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 12/02/24 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm202 SHEET 4 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER NO.2\200-Construction Drawings\205-Construction\24-1029-HADLER NO.2-C.202(STREET PROFILES).dwg NOT APPROVED FOR CONSTRUCTION GRADING PLAN 1213g -2738 _ _ -2739_ _ 2740- SCALE: 1" = 40'-0" HORIZONTAL IIIII \ \ 273 _ - _2138 - _ _ _ _I-2139 1 60 40 20 0 40 80 I� 8 _ _ -2139 1 -2140 _j " N — — — _ _ — ■ CIVIL INNOVATIONS - _ - t - - - EXISTING E. VIA ROBERTO LANE - I - - - NORTH HORIZONTAL SCALE IN FEET BENCHMARK I ' - _ - - ,2139- - - _ 1 EP ! 2 38 ---------------------------------------------------- - \ - - - - - - - - - - - - - - - ----'- ------- ---------------------------------------- ----- --- 1 -- / \ � �y ---------------------------------------- ----------------------------------- �� I I ,273 _ � � T — — ----------------------------------- CONTOUR LEGEND � \ I / -F _ 2140 - J - . \ GIRR-- — —�� GIRR GIRR GIRR GIRR GIRR GIRR —�-- GIRR — — — — — GIRR GIRR GIRR GIRR GIRR may-, IRR GIRR — — — GIRR —�-- GIRR GIRR +GIRR 3145 PROPOSED 5'CONTOUR III - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_ _—=J 2140- _� � / -__ �\ I I _ _ _2j41 1 1 IIII / - - - 3140 PROPOSED 1'CONTOUR � o IIII / / - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 3145- EXISTING GROUND 5'CONTOUR r 00 ------ ----------------- -- ------------------- --- -------------- --------------_--- ----2737--- -------- ----- -- --------------- -------------- --- 2738- - - I -III ------ -- ---- _ -------------- ------------------- ----------------- - p ------------------- --------------- -2739- -- ��� a III / W - - - 3140 - EXISTING GROUND 1'CONTOUR N T I IiI l I .I� I II; I III ¢ BLOCK 1 BLOCK 1 I h N r BLOCK 2 1 W M m 0 0 0 15 14 13 12 11 10 9 8 7 6 5 4 3 2 2 3 4 z V 5 6 7 - o c !�I c III z / \ J H Y N w — W co M EXISTING HADLER EXISTING HADLER x / \ EXISTING HADLER = W ,,, o w IN SUBDIVISION NO.1 SUBDIVISION NO.1 I L' //J III SUBDIVISION NO.1 ;a H z 24„ O M m 211 CAP UNIT10 o Ia. 1 o Ii.I I'1,1 _ l j \+ I I a II NII� / —��— --2737— _------- ---------------------- ------------------- - --------- --2738---- --------- - --------------- \� 2739 `-------T— ------ I --------------- ------------------- ----------------- -- I ------------------ --2739- �� �— ---------- I r ' I 12" _ --- � li I - - - - - - - - - -�- j - - � - - - - - - - - - - c _ - - - - - - - - - - - - - - - - - _ � / / �- - -_� - �� -= _ __ 8"BASALITEGEOWALLPRO I16 2131' j% �- - - - - - - - - - - - - - - - -- --��= - - - - _ - - - - _ - - - - _ - - - - _ - - - - _ - = _��� z - - -z\ `� = - - - - = i�\ BLOCKS.COLOR BY OWNER. w L / / , f f i 1 i 273g- 3/4"CRUSHED / / INSTALL PER MANUFACTURER'S c — — // - - - _= - - - - - - - - _ 2139-i� I - w AGGREGATE - - - - - - EXISTING E. HADLER DR. - - - - - - } III -------------- / / f -2737_ RECOMMENDATIONS. - - - _ J, 4c m co � _ - - - _ _ _ _ _ _ - - - _==_== _ _ _ 8�_ - � - L I FILTER FABRIC. EXTEND - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __- - - - _ - - - _ _ - - _ _ _ _==___ - - - - - - `� AND STAKE FROM24" IIIII 17 �` // / ��� ' - _== - - - - - - = - - - - - - - - - - - - - - - ���- - - - ABOVE FINISHED GRADE I I _ TO BOTTOM OF WALL -� -------------------- -------------------- ------------------- - -2737- 1--- - ----------- ---2738---- --------- ----------------------------------------- 2737 o 2739 1 ------- **NOTE' , ---------- - ------- - -------------------- ------------------ \ ---------------- -- - 11 I I I III I III \ / / I WALLS EXCEEDING 4 FEET III 1 I 18 \\ / / 1 IN TOTAL HEIGHT WILL REQUIRE 6"MIN.OF 3/4" ih III III 1 2 3 4 5 6 7 8 9 1 \ / / STRUCTURAL ENGINEERING DESIGN CRUSHED GRAVEL III iII III I I \ / 0 \\ \ - - 12 13 14 1 15 16 17 LEVELING COURSE ��ONAL f z? of III III iII ! \\ / EXISTING HADLER v - - 1 �� EXISTING HADLER � ��ISTER� I. 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VIA ROBERTO LANE - - - - _ _ �� - l I I CIVIL INNOVATIONS _ _ _ NORTI'I HORIZONTAL SCALE IN FEET _ — � / \I-I \ -2739 — i \ — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - -_- - � —� 27 -� mol � — 2140 �� =__ _ __ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ _ ___ _ _ _ _ _ _ 2738R— CONTOUR LEGEND RR GIRR GIRR —� GIRR — — GIRR +'GIRR GIRR — — GIRR GIRR GIRR =—GIRR GIRR------G+RR- GIRR ———— -StRR R� Rf�_ —-BIRR—2 J9` I 9 3145 PROPOSED 5'CONTOUR _2742' 27 ■� 3140 PROPOSED 1'CONTOUR � o — — / F / 3145— EXISTING GROUND 5 CONTOU R— — — 00 ------- ------------------------------------------------------- / — ---------- - E o Z� ti� I I II�/I/�I�ffI III \ \ III I — — — 3140 EXISTING GROUND 1'CONTOUR O� Q� � g .c ooW gao R go) 2 p BLOCK 2 J No O20 21 22 232 3 4 e 5 6 7 8 9 10 11 12 13 14 15 16 1 18 19 24 25 26 > EXISTING HADLER = W I / 1 EXISTING HADLER FUTURE HADLER ��� FUTURE HADLER ,,, p Z SUBDIVISION NO.1 C.:` H I I� \,2/ — — — SUBDIVISION NO.1 III SUBDIVISION 9 \ SUBDIVISION K 24" O M CO = \ 2738 I \ w Z o \ I \ IIII a 2"CAP UNIT T \_� 1/4" � I N --- --- I' -------- --------------------- I \ III I -------------- ------------------- ----------------- — — -2738-- I m \ o �— - ----------- 1i i 12" — — — — — — - - _ _ _ _ - - -- - - - - - - - - - - - - - - - - - - - < - - I III 8"BASALITEGEOWALLPRO - = - - - - -- - -- \ = - - -- - - - - - - - - - - - - - - - - - -= `-= _____- - ____ / IIII i�ii BLOCKS.COLOR BY OWNER. F i I -2738, i ` _2737 f_ I f / IIII 3/4"CRUSHED ��/i\/ INSTALL PER MANUFACTURER'S 2439- I ` _ _ _2434 II - - - / o AGGREGATE RECOMMENDATIONS. EXISTING E. HADLER DR.- - - - - - - - - - _ FDrORE E IIII * ? FILTER FABRIC. EXTEND co - - - — — — — HADLER DR. o - - - - - - — — - - \— — — — — — — — — — — — — — — — — — — / m AND STAKE FROM 24" — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x\ �� �� — �— - �� III I ABOVE FINISHED GRADE /,�J —-- / - _ III TO BOTTOM OF WALL — I ---------- —2739------- - ------------- --------------------- ------------------ --- -2738--- —T I MATCH EXIST. 3.1 SLOPE,TYP. **NOTE:WALLS EXCEEDING 4 FEET co IN TOTAL HEIGHT WILL REQUIRE 6"MIN.OF 3/4" 11 2 ti \FUTURE HADLER \ \ — / III I / STRUCTURAL ENGINEERING DESIGN CRUSHED GRAVEL I 12 13 14 I 15 16 17 18 19 20 II `� �° SUBDIVISION — r LEVELING COURSE 2�QN AL E�� III GEOWALL PRO RETAINING WALL DETAIL y 2 sTE r EXISTING HADLER I EXISTING HADLER N N /26 27 \\ 28 IIII SUBDIVISION N0.1 SUBDIVISION N0.1 � T � NOT TO SCALE -----------J _ - - - - - - - - - - - FUTURE_ ---------------� — -2739 ------------- - - -------- r --- -2738- — /lV�I \ / ` \ // / J OF V o h� O HADLER FUTURE HADLER �^ w I = SIN Pco •�� SUBDIVISION I cc SUBDIVISION IP d - - - / o \ J� - - - - - - - - T ITN P y s // ;. I M 2.0' S' 29 30 31 32 33 34 35 36 37 38 39 LL wBLOCK4 I SIDEWALK N o 25 I III LU w a o = LUvS PAD ELEVATED 6"ABOVE BACK OF o z MATCH EXIST. III w 3.1 SLOPE,TYP. I d SIDEWALK(MEASURED AT CENTER OF LOT) zo >- a m - - — - - - - - - - - - - - - - - - - w— I z z / (I ^"' 21 �� VARIES VARIES 1.75% w o z MATCH EXIST. \ `v / / ;rrrrr i? %z. ~......, o ` 3:1 SLOPE,TYP. I I I\ / / /gam ,,,,,, l I EG EG EG EG EG -274�' / I 1�' 15' O Z — EG EG E6 —E� O O O O MATCH EXIST. / o LU 24 3:1SLOPE,TYP. — _ EG - - - - - EG - - - - - EG - - - - - EG - - - - - EG—— — EG EG - - _ } mow c // /�c / ��c — Fc Q o Cn cUn 2-1 22 1 o�Z , ' \ \ 6LU 0 31 3g —_ — / s ,��°� / 3TYPICAL LOT GRADING DETAIL co w W NOT TO SCALE Q z 30 \ .,4- \\ / _ \ LLI � H / 29 I `�� / 7; / 23 ti�o�/ / / z 28 22 / I 27 1 I 26 21 / -6"PAD STEP `L M , 1 I (TYPICAL) ^ p / / 25 `� s -6"PAD STEP / // / ■ � \ , 24 (TYPICAL) / 20 S° e U 'or \ 2739 40 d s _11�g i9 MATCH EXIST. 2�3y s 3:1 SLOPE,TYP. Q z K4 s \ / s 18 / / = w 8 I 17 CA 9 �, ti♦ / / l �2740 / l 10 Uj EG _ � 6"PADS EP 16 / �/ EG 11 (TYPICAL) �. / /� Q 12 13 ; \ c 14 V \ \I MATCH EXIST. 15 F� --3:1 SLOPE,TYP. 15 / PROJECT N0. 24-1029-HAD ���EG�\ ` �/ DWG FILE C.301 �.2742 DESIGNED BY BT EG - - � / DRAWN BY JTA uW.i I \ \ ` _ Ec / 2743 _ / / CHECKED BY BT Cm Cm W M \ / ISSUE DATE 12/02/24 HORIZ.SCALE AS SHOWN v = I VERT.SCALE AS SHOWN a v2 I Cm30l SHEET 6 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER NO.2\200-Construction Drawings\205-Construction\24-1029-HADLER NO.2-C.300(GRADING PLAN).dwg NOT APPROVED FOR CONSTRUCTION SEE SHEET C.401 III III III 1 -�- 1 1 I I SL= 35.0'TO CAP 11 1 1 II III III 1 III I (4"PVC @ 2%MIN.) I (4 PVC @ 2%MIN.) 1 I o III III 30 C/ 1 ��I II 1 I I 4.50 1 1 1 1 IIII 11 11 II 11 1 -- 11 1 1 11 I _ 7.50' SC = 728.88 AT 1 10 �fi+-r N Ill I SIC= 2729.03 AT R/W SL= 26.0'TO CAPS 32 I w EXISTING HADLER EXISTING HADLER _ _ I 4 PVC 2%MIN. qm III z III SUBDIVISION N0.1 1 rT SUBDIVISION N0.1 I < r 42 SL= 35.0'TO CAP ( �° ) w CIVIL INNOVATIONS U III III 11 a 1 p 4"PVC @ 2%MIN. 1 II III I II II X 1 II 11 II , I I I I 1 ` ( ) � I I NORTH 1 111 III III 1 3 1_11 III 1 40 20 a 40 ao III 1I III III 1 11 1I SC = 13+79 3 III - 1 _ 3 N SI =2728.71 AT R/W 31 1 - -- - _ -�-- - N / l l/l III I I II III III 11 1 1 SC=21728.85 AT R/W e SL 26.0 TO CAP ( 1 w HORIZONTAL SCALE IN FEET EXIST.SSMH 5 1 - I 1 43 SL=35.0'TO CAP ! (4"PVC @ 2%MIN.) W 4 2 0 4 8 ----- ------ o��) N loll I I �1 , II II 11 Ip II --i -- III (4"PVC @ 2%MIN.) col O _----- ----- �/ LJ c� 146.3° 1 VERTICAL SCALE IN FEET O T I I -- -- o ° 63, / SC = 13+53 ( OLU N o00 p o - - M � -�- - I �� \ / \\ - � � -o Po o I SL = 26.OTOCAP� 30 N T y EXISTING S.ZENITH AVE. \ III III - 12 1 7 \ \\ _ _ _ o o _ _ _ _ _ r (4"PVC @ 2%MIN.) 00 _ � - - - - - - - - - - - J - - - - - - - - SSMH �_ I > � cz EXISTING SSMH(60"DIA.) - III III 11 III \ -_ - - _ - - - - - - - - - - - - - 146.1 SEWER PLAN AND PROFILE Q °° o E: - - M - - m - - - Al W . ° / ° a RIM = 2737.03 SS EXIST.SSMH 4 M EXISTING S. ZENITH AVE. L =_ _ _ SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" - 4'-0" ¢ N \\\ � - - � SS ISS - � � �3 1 - o w ,15"INV INS =2716.37 ` \ III - + SS T $S - - -157.7 1 -� 15"INV OUT(N) =2716.27- \ SS \ Ill 1 1 \10 ���� I I I 11 I I I I 12 I I I O u.i co O 3 N 8"INV IN(W) = 2716.95 \ 1 - - - - - - - - - - -I - - - - - - co 13 - - -I - - - - - - - - - - - - - -I- - - - - - - - - I- w � I O Exlsr.SSMH io I SEWER NOTES Z 1 III III III -- I�� 111 �� I SSMH 11 �a a ^ I POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER �a -- �a °��' C z NOTES NO. 2 AND 3 ON SHEET C.100. Q III III EXISTING HADLER z cc C.') 0- z o�c� z �' I _ `V N III III SUBDIVISION NO. 1 3 I w v v ~~ v co CO F- o CD EXIST.12"WATER MAIN EXISTING APEX SOUTHEAST L- 14 1 ,r„¢o ¢¢ ¢¢ `" o z III -�� 1 ��� N °°�� N N oti N +o r @ 1 * SEWER NOSEWER TEINOCE T400N SHEET C BE PLACED INOOWATER CLASS PIPE. SEE o SUBDIVISION NO.3 EXISTING HADLER EXISTING HADLER 1 +r`1. (aj +rnr zo @ +6 o @ rtiti N w wcn �Mco titiLOc� �tia7co II II a X - NN 1� �r�NM NM � NN r _ I III 11 SUBDIVISION NO. 1 SUBDIVISION NO. 1 TN > TNN TNN II II > Q ? EXIST.8"SEWER MAIN -= � n II u a n u u u a II u u u a C-D W LD U_J = U__ J = U-- J z = a T BLOCK 1 I a'"'a' a'a'"' a' "'�'"' �' BLOCK 1 1 x v' z 16 IT 17 18 19 20 21 22 23 I 24 25 26 28 w 1 � III III :210 III I � I II BLOCK 1 �-11 3---III 11 I I ( I I Q� w III 1 III r 32.00'WIDE CITY OF MERIDIAN I W / 0 l WATER AND SEWER ESMT. I I I w 3 / 1 III III _ II I w aid - -I- - aid - aaid aaid I - - &aid -1- ddid - - - - - - roe I � X _ �I- - - - - aai� - - - I aais - a - - - aaiO --------- aais -27 - _ - - - __ - - _- - - _ - -_ - - - - - - - - ~ - - -- - _ -- -- -- -- ~ NAL E� s� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OH P - - - - OHP HP - - - - - OHP - - - - - OHP - - OHP 0 -I dH0 dH0 dH0 dH0 dH0 dH0 dH0 dH0 dH0 -� •p dH0 dH0 dH0 - j T ���p //� ,° O� d3 d3 - - - d3 - - - - - d3 - - - - - d3 - - - - - d3 - d3 d3 d3 -M - d3 - - - - d3 d3 1 +m�R��1 EP EP EP 71\ - - - - EP - - - EP '7` EP E F` w7 1 p 1f1JMtlS O SM_______________ MM M - - - - M IA - - --M _ ___��__ ___________________ _______________________ ___ _______________________________________________________________________________ �� ___-________ _____________ __� H - ____ ~ 3 SSC01 90.6° 1 M 90 2° 89 8° EXISTING S. LOCUST GROVE ROAD 180.00 10.0o' �� ��`0�6� Ss =- - - - ss= _. - - SS _ - - ss - _._ - SS - _- s - fq- - ss -_ - _=ss = - SS= _ _�- .o - ss _-_- ss 3 - ss = - ss - - = ss -_-_ss-_ - - ss _-_- cccc- _ = ss ss- _ - ss - - ss - = ss -_ _= ss = - _ _ - - EP EP EP EP EP EP d3 d3 d3 d3 d3 d3 d3 a3 d3 d3 d3 d rY EXIST.SSMH 1 EXIST.8"SEWER MAIN _ _ _ - - - - - 301 __ 301 _- _ 301 _ - 301_ - - - - 301 301 =301 _ _ 301 301 = - _ - - - 301 - - - - -�0 - - - - - - - - - - - - - - - - - - - = - -moo - - ✓hj E OFF ' o EXIST. M o STREET CUTS AND SURFACE IN P �� EXISTING SSMH(60"DIA.) EXIST.12"WATER MAIN- y S SSMH 2 SECTION LINE `� REPAIR PER ACHD SD-303 (TO BE REMOVED) RIM = 2738.51 c CROWN OF PAVEMENT FUTURE CONNECTION 8"INV IN(S) =2717.87 0l NOTE: REPLACE ROADWAY STRIPING o J LU 8"INV OUT(E) = 2717.77 (NOT SHOWN FOR CLARITY) o TO ORIGINAL CONDITION w LU C; �I ~ � zo z a p m o z >I z ¢ o LU z z LU wOz J_ O U U z oo � z moo o z oc a N o z CD LUw a } LU cc oc = CD Cn oLUo� o N= w c.7wLU z °O C ¢ z � 8-INCH SEWER-S. LOCUST GROVE RD. 2745 2745 v = oz w cn H � � z 2740 2740 ------ -- ------ ------------- -- ----- ------ -- -- - ------------ ---- - N I II II EXISTING GROUND AT PIPE CENTERLINE I O I I I I I I I I 2735 18"GIRR 2735 I I I I LU I I I I I I I I I I I I J Q A = O Q C I I I I z 2730 2730 z ¢ Q z CONTRUCT NEW MANHOLE w cc OVER EXISTING 8"SEWER MAIN = � w � I I I I 2725 I � I I 2725 W 42.11 LF 8"PVC @ 0.45% I I I I 1 Q I I I I I I I I I I I I a I I I I 395.50 LF 8"PVC @ 0.45% SSCO 1 (T-TYPE) _--___-_---- SSMH 3(48"DIA.) 2720 I I _____ TA= 18+44. 0 -___________ 2720 ____________� STA= 17+99.99 -------------------------- ------------- RIM = 2739.26 , , ------------ 394.99LF8' PVC@0.45% ________---- _______ RIM = 2739.18 8"INV OUT=2721.81 (N) I F---_---------------------- ------------ ------------------ EXIST.SSMH 2(60"DIA.) 8"INV IN = 2721.62(S) 8"INV OUT=2721.52(N) ------- s-- - -------_---- STA= 13+99.99(N/S) EXIST.SSMH 1 (60"DIA.) STA= 10+00.00(E) STA= 10+00.00 RIM = 2739.19 RIM = 2738.50 8"INV IN = 2719.74(E) PROJECT NO. 24-1029-HAD 8"INV IN = 2719.74(S) 2715 DWG FILE C.400 2715 8"INV IN 127 OUT 27 8"INV OUT= 2719.64(N) DESIGNED BY BT EXIST.8"INV OUT= 2717.75(E) DRAWN BY JTA CHECKED BY BT ISSUE DATE 12/02/24 HORIZ.SCALE AS SHOWN 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 VERT.SCALE AS SHOWN Cm400 SHEET 7 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER N0.2\200-Construction Drawings\205-Construction\24-1029-HADLER N0.2-C.400(SEWER PLAN AND PROFILES).dwg NOT APPROVED FOR CONSTRUCTION SEE SHEET C.400 SEE SHEET C.402 o - s sl I I O I I _ N ° ° T EXISTING HADLER EXISTING HADLER 21 ___ _ SUBDIVISION N0.1 / =\ SUBDIVISION LE 1 \ s 5 o 0 I I w l l 1 I I I I 3 II I A /°• �s , I I � 21 r r I I _ I w 1 I j , _ � 1� � \ 2x s N - - _ l S1 �N 29 :N C� Iy m � _ \ yx - rtl II I� / ' �24 , s/,� 17 3.50' -- -- - -- -- -- -- - -- -- -- -- -- -- -- -- -- - -- -- \ l l�\ ( (41,AV 0'T qTp \ S 21 x8r PIRR PIR �� \ 11 Q. C 0 �7 5 S� ! 30 //� 1 PIRR PIRR PIRR IRR PIRR PIRR PRR PIRR \ \ / l / x �4 ° Cqp"'� y / 3 � I eLocl<1 7.50' � � \ // � -� � .®( l/ \ 4 2i s (4'-p �0, 4qT I � \ T cn EXISTING HADLER _� �` �\ // !� J / / M//yJ VC@ OCgp9/Gji ° mi 2z --- p, \ \ r ,� ��\ / 2i 24 R II Iw \ // �� \ � / i sC MiNJ J SUBDIVISION NO. 1 / S I � � w I � I _ I - � ♦` � - - \ \ �` \� /= I-/�� / 22 Sr,2r2x6 / 43 42 41 40 39 38 37 36 35 34 33 32 31 pRR ` _- / 641, `10,Osq m - IV III I ^ ^ ^ ^ CgpIV /� !,a 01. 4 / = _ - = fi `6 III I ^ ^ ^ ^ ^ ^ -- \\ /e °M/iy (4'p� �o,T2gTv y o III ~¢ �¢ �¢ �¢ �¢ �¢ �¢ �¢ �¢ �¢ �¢ �¢ p/RR ♦� , - / a J s o@ oogp ° 23 --- - z c� (3 c� c� c� c- U cD a c� c� c- c� 30 2° o No . I ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ / s o l o,r,00 oMoo 00 00 00 00 00 00 00 00 0 � oo c M/ 23 T T S ° H N H N I- N OMH CV ll�Ml- N ll�M� N �a)H CQ fflMI- N rTH N McoH N EMI- N 'n�� N ♦ SC SC NJ00 - - - - EXIST.SSMH 10 w +.660 @ +ooio @ +oNio +0iio @ +a;aD @ +a;ED +wo @ +oo @ +oo @ Mo @ ~� @ rn @ �� 23 LS 3x 5 Sr��r2 OLU oTo 0 F M N Ln N Ln 3-N Ln v N Ln LO N Ln Ln N Ln (0 N Lri LD M Ln CO�''�Lo Il-M Ln I�M Ln oo M Ln /� Q p/ ♦ 6 / 2 r r x N rNM U -r- U rNC+M U rNM U rtico U rI�M U rtico C') rI-M U rl,co U r~M U r�M U Q Z 29 RR ♦ !� 13r r 4 S! \213 S> / cn T c� I� > > > > > N > N N > N N > N N > Q( 2 •33 r -:I- L ti - > h 4 �► 2c Ln a u II na n ua a uIL a ua a nIL a ua u u u n u N (4° 0 q 31 4 d o ua ua ua ua na w T 4' / o nu u u u u n u n u u u o �o p C p q ( 0 q o 0 SSC = 12+95 P_r °11.00' En U ccou�U) � cvi�ncJn � 20 nEn � cvi�v�cJn � cvi�v�cJn � cvi��n � c�i�cncJn � cvn�ncJi� � cvi�v�cJa � cvi��nvJi � c"i��ncJn � wx'�'p `v �Q � � @2T Cqp� k►� s pVC TOCTh'/(1, / � > .00 is N 7 SI =2727.65 AT R/W "� 28 % v @2° qp J /i NAG oU°' -N Q c,�� Mw) ���o SSC r �M/iyJ 22 e/ / 14 � � N SL=37.5'TO CAP � SSMH 11 e S (4"PVC @ 2%MIN.) c� /i /i Nh ono a LU � - 24 o SSMH13 c v Q xo cV �Q p/R 2 ca Ln Ln �� �M R V S 146.1 - -,- s s . s. s 1 //// i'�c' ��o (4',p 3 0'T qT / CO47.04 LF 4"PVC @ 6.06% ° ,�� s l s° s s I� N a' @ Q o� _ 27 5 ! 13r 49 o z � ° / Q x�.,- o� / 1 VC OC /3jW / O w O w a 39.56 LF 4"PVC @ 6.37/° w w w w w w w s `''c; ��o `,' Q co) qp co _ 0 0 Q = 26 y ° / 146.3° ',? �,<,,`r' @ ,� Q-c� 6.S ,. M/4, 21 / / 15.00 LF 4"PVC @ 9.20% - - - - - -E.OVERT DR.- - - - - - - - - - w �,/// // �o o ho o�� 0 / SSC\r3 J o s p ss ss s ss ss ss ss ss ss ss ss ssI ss �c j v Q O p N ' SC = 13+18 0 o N,�"'e. @ `Q= 25 S! 2131 14 15 16 ° ° 17 18 / cVc� Qom, 6 SSMH 14 159.0° ss w /i /i Xoo`o,�I js (4"pVC�O TOOT q / I• SI = 2729.83 AT My 6 -o o- s 25 SI = 2731.51 AT CAP 38, SSMH 12,. o s. S s s. s SL= 54.6 TO CAP r, rn rn o� N N ¢� 24 0' @ qp / ° s - -- r. 1g s\ +� _� 20 - Iy s I° c, J 4"PVC 2/°MIN. o. w o ' I @ h � o SSMH 18 S � r I I r x 3 ° w x / N�� N 47. 2 LF 4 PVC 4.7 0 0 3 C 5� S o S 2 @ LS 1 w INSTALL PRIVATE SEWER CLEAN OUT ^ � - M ! 3 STA.13+17.79,39.56'R 5.00 _ tr a z o�a z o�a z o�a z o�a z IL z o�IZ z o�a z o�a z c z_ /i `v M� (4"p 3�0 1qT RIM = 2736.77 SC = 13+23 4.00' °C¢ z °c a z <¢ o ¢ - ¢ o <¢ o ¢ - ¢ - ¢r-CDo ¢ - ¢ ° M M¢ o \ /�/ V �°2i '4p /SI =2729.82 AT R/W ¢ ¢c) - ¢p - Q" - ¢" Q" a - CO ¢ ¢ a co Q 17 c� < c, c, a c, ss C y 4"INV = 2730.13 26 SI =2731.71 AT CAP ¢o o,ro ti�o� `" LOo� "' o�!� N OC, N oU') N -i ui ,�rno 0 000 , �L,o o Nro , o � r - II; III ICI 13.50' Lj7 Ln� N 1`I�H N +000 MC7 +� •j +00 N +�� N ULn� N Of�H N +r0 N �SS w ° Sn\ M//i/J 19 @ +rno @ +rno @ +rno @ rno @ Q @ @ +oo @ +oo @ @ 1 / �SL=85.0 TO CAP TNU ANC �N� TNT GNU ti LpM� TM� ,�M� apM� apMti T +MC +N� @ ~N U ~N U ~N U ~N U ~N U W �N U ACV U ~N U �N U ~C'V U INSTALL PRIVATE SEWER CLEAN-OUT N @ M > > > > > Tc`I > > rN > > > (4"PVC@2%MIN.) r�coi rNN II`� a u`V u a u`1 u a n`V n a u`V u a a II u a a II u a a II u a a II n a a II u a Qc�� s o l�313 Or / STA.13+22.79,47.04'R �" > > II II II II II d 2. / II II a II II II a U-J U-J U-J U-J U-J W U-J U-J U-J U-J U-J ���0 00 6 / (4"p 0'II cn cn cn cn cn cn co cn cn cn cn cn cn cn cn W cn cn cn cn cn cn :S co cn cn cn cn co cn cn cn x K SSMH 16 VC TOC RIM = 2736.93 U-J = U-J � cncncn cncncn BLOCK e� 3 �°jMO N �Q = ss ' @2% 4p l 1� 4 INV THRU =2730.57 SC = 13+28 BLOCK 4 '"�' @ Q o s SC °M/ 18 SSMH 3 I Ih I 1 SI =2729.43 AT R/W 29 30 31 32 33 34 35 36 37 �+ 1 2 3 4 5 6 v /���' o�� 4!J INSTALL PRIVATE SEWER CLEAN-OUT BLOCK 1 SI =2731.71 AT CAP 10.50' CO�;�, a ;o ``� Q � ° S! 213 x62 / l 23.00 LF 4"PVC @ 3.65°/ c., Q= 135.8 r N STA.13+27.79,47.32'R 28 SL= 129.3'TO CAP I 6.00' N ry' @ G-c� 2r (4„p 3r 0 9g e/ / II RIM = 2736.87 (4"PVC @ 2%MIN.) 63.00 LF 4"PVC @ 2.00% X'`°%O VC@ TOCgp�1/ 7 4"INV THRU = 2730.07 15.00 LF 4"PVC @ 2.00°� I t o@� L _ N�, ��o SSMH 15 \ N.J j PIRR PIR PIRR PIR PIRR PIRR PIRR PIRR PIRR Pi PIRR // // c w __ - 8 a x�- N �Q s 40.35 LF 4"PVC @ 2.58% / w ! -- -- -- - - -- - -- -- - -- -- - -- -- -- - - -- -- -- -- -- -- �^M� �� / INSTALL PRIVATE SEWER CLEAN-OUT /i c�ti °G ��' 39.67 LF 4"PVC @ 2.72% INSTALL PRIVATE SEWER CLEAN-OUT SSC01 ♦♦ p/RR c, /i /i y ono o�� ° ���NAL EN I ----' RIM = 2736.95 SSMH 17 15.00 LF 4"PVC @ 9.00% STA.21+54.36,40.35'R I 9 a O N� ti 38.39 LF 4"PVC @ 2.89/° 4"INV THRU = 2731.41 - INSTALL PRIVATE SEWER CLEAN-OUT EG - EG - EG - EG - EG - - EG - EG - EG EG - EG - ♦ `'�G Nam"'^(aj ���C 1S T�R� �l - - - - - - - _ _ ♦ �, 60.00 LF 4"PVC @ 2.15% RIM = 2740.06 O� c - - - - - - -RIMVTHRU87 - - - - - - - - - - - - - - - - - - - EG - - - - - EG - - - - - EG - - - _ - EG ♦ p` 10 �� // Q o�o ��V t6 4 / 4"INV UW 19.00 LF 4"PVC @ 2.00% - EG - - - - - EG - EG - EG - EG - ` o _ x \ THRU = 2733.25 ��06 4"INV THRU = 2731.33 - � � �� - Q•c° EG EG - - EG EG - - - EG - EG EG EG EG \ ` CV C\/ rhti' V� Q / / / �I 1- - T. _ piR INSTALL PRIVATE SEWER CLEAN-OUT ^Q'� N D� �� o `\`R�STA.21+44.36,38.39'R // Ovov �M'b� �o��� `o� INSTALL PRIVATE SEWER CLEAN-OUT a� - - - - o Ec RIM = 2740.09 ��;"a q `vcv o, @`�j c,�= Q/ RIM = 2740.08 OF - OHP - - - - - OHP - - - - - OHP OHP - - - - - OHP - - - - - OHP OHP OHP - - EG \ /� Mh '�cO O 4"INV THRU = 2734.54 4"INV THRU =2733.25 c�� /� �M'�!� NVQ Q / ° ��� IN P 9- „ , N^M N / / 26.00 LF 4"PVC @ 2.00% sec\ 21.21LF4"PVC@`9% 13E0 ///NNE' @ y�yQQ�= aQ N^MC D cV �o INSTALL PRIVATE SEWER CLEAN-OUT C � \ STA.21+49.36,39.67'R 6 (604 / / `~' FG FG LU RIM = 2740.08 23.00 LF 4"PVC @ 2.00% 15 \ // ~ o� o m 4"INV THRU = 2733.25 ` / / z a } Ohp \ \ \ \ \ \ ♦\ Cn W ¢ z F� INSTALL PRIVATE SEWER CLEAN-OUT / / / X zo z RIM = 2740.14 doi � o � 4"INV THRU = 2734.60 /E� / o � o o z EG - EG/ OC OC _O ONP OC W CC OC O _ C) Cn \ \ Oha ` // EG U, O O /\ SEWER PLAN AND PROFILES U) = z CD W W SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" o cc O J O Cn = 0 CIVIL INNOVATIONS = U H NORTH SEWER NOTES z 40 20 0 40 80 POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER NOTES NO. 2 AND 3 ON SHEET C.100. HORIZONTAL SCALE IN FEET * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE 4 2 0 4 8 SEWER NOTE NO. 4 ON SHEET C.100. VERTICAL SCALE IN FEET N O Z 8-INCH SEWER-S.ZENITH AVE.AND E.OVERT DR.PROFILE-STA. 12+50.00 TO STA.21+75.00 8-INCH SEWER-S.STEEPLE AVE.PROFILE Z 2745 2745 2745 2745 O � w EXISTING GROUND AT y LL 2 0 PIPE CENTERLINE Q FINISHED GRADE AT-, - o PIPE CENTERLINE Q Q --- Q z 2740 -- 2740 2740 2740 J EXISTING GROUND AT ________ � PIPE CENTERLINE w ----------- ---------- -------------- AI FINISHED GRADE AT 7F PIPE CENTERLINE 6"PIRR W 2735 2735 2735 (12"SLEEVE) 2735 LU 8" 37.49 LF 8"PVC @ 0.67% I I ---------------------- I I I I I I 18.60 LF 8"PVC @ 2.10% 26128 LF 8"PVC @ 0.45% 2730 2730 2730 ° 2730 EXIST. 30.94 LF 8"PVC @ 2.10% 226.16 LF 8"PVC @ OAR SSMH 15(48"DIA.) SSMH 16(48"DIA.) 112.00 LF 8"PVC @ 1.01/° 283.69 LF SSMH 14(48"DIA.) 273.71 LF 8"PVC @ 0.45% STA = 18+53.09 STA=21 9.55 STA = 21+61.86 8"PVC RIM = 2739.55 RIM = 2739.37 SSMH 17(48 DIA.) @ 1.04% SSMH 13(48"DIA.) RIM = 2738.38 8"INV IN =2730.99(NE) 8"INV OUT=2731.24(SW) SSMH 13(48"DIA.) STA= 11+16.00 STA= 16+22.93(E/W) 8"INV IN = 2729.70(E) 8"INV OUT= 2730.89(W) STA= 10+00.00(S) RIM = 2738.38 PROJECT NO. 24-1029-HAD 8"INV OUT=2729.60(W) STA= 16+22.93(E/W) 8"INV OUT= 2729.71 (N) J RIM = 2737.39 DWG FILE C.401 STA= 10+00.00(S) _� I SSMH 12(48"DIA.) RIM =2737.39 8"INV IN = 2728.58(E) DESIGNED BY BT ---- STA= 13+45.23 2725 2725 8��INV IN = 2728.58(S) 2725 4 8"INV IN =2728.58(E) DRAWN BY JTA 2725SSMH 11 RIM = 2736.22 8"INV OUT=2728.48(W) EXIST.SSMH 10(48"DIA.) STA= 13+10.29 g��INV IN =2727.24(E) 8"INV IN = 2728.58(S) RIM = 2736.04 8"INV OUT= 2728.48(W) CHECKED BY BT STA= 12+87.69 g��INV IN = 2726.49(SE) 8"INV OUT= 2727.14(NW) RIM(TEMP.)= 2736.57 RIM(FINAL) = 2735.96 8"INV OUT=2726.39(N) (ADJUST RIM) ISSUE DATE 12/02/24 8"INV IN = 2726.00(S) IZ.SCALE AS SHOWN 8"INV OUT=2725.90(N) VERT.SCALE AS SHOWN 12+50 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+75 9+76 10+00 11+00 11+25 Cm40l SHEET 8 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER N0.2\200-Construction Drawings\205-Construction\24-1029-HADLER N0.2-C.400(SEWER PLAN AND PROFILES).dwg NOT APPROVED FOR CONSTRUCTION 0m 0 --P4RR =— PIRR — pawl — —— PIRR- — — — PViR- — PIRR PIRR PIRR PIRR IRR �IRR I II BLOCK 2 6 71-1-7771-7, 7 8 9 10 a j 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 a o 0 EXISTING HADLER FUTURE HADLER FUTURE HADLER I I\ SUBDIVISION NO. 1 SUBDIVISION SUBDIVISION mij \ I I I I I\ 11 II ■' - o o O - — — — — W 00 - - r w - - - � — w - - - - WI- - � - -IW T - - - - wl - - - -IW W W N U EXISTING E. HADLER DR. EXIST.SSMH 8 00 FUTURE ss T — ss �—l— — ss ��— — ss — — I - ss — — �I- Ss S� Ss - - E. HAD(ER D ® m 0 do 0 00 J 1 gi 19 Il 20 w R. EXIST.SSCO 2 21 FUTURE SSMH 19 ss _ a Y N — - - - - - — _ � _ � _ — — _ - - _ - - — � — ss w � o pC Lii � — tN W W F F CIVIL INNOVATIONS O W - - - - - - fi — - - - - - - - � - - - -I- - - \ �l — � - - W Z 3 S - FUTURE SSMH 20 FUTURE SSMH 21 NORTH O w °O CD 88 co a Q 23 ss ss ss SS 1I 40 20 0 40 80 p 24 Z T l w 3 ( HORIZONTAL SCALE IN FEET N Q 4 2 0 4 8 FUTURE HADLER 16 17 18 19 20 z I SUBDIVISION VERTICAL SCALE IN FEET I _ - X EXISTING HADLER - w t SUBDIVISION NO.1 T I 26 27 28 9 / EXIST.SSMH SEWER NOTES EXIST.SSCO 3 — PIRR PIRR PIRR J 14 / 0 POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER — 00, — -- -- — / NOTES N0. 2 AND 3 ON SHEET C.100. — — — — — — — PIRR PIRR PIRR FUTURE HADLER FUTURE HADLER / o/ * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE SUBDIVISION SUBDIVISION A SEWER NOTE NO.4 ON SHEET CA00. BLOCK 4 29 30 31 32 33 34 35 36 37 38 39 0 0 ,1 25 0 — PIRR EXISTING HADLER N p - SUBDIVISION NO.1 � \ /° 1. 5 ,S ' I PIRR PIRR IRR RRR PI R PII113 �' 0'�E� 21 Sp\2,0,•9AT o °wry. Vu\\ r X - - - - EG - - - - - EG - - - - - — V \� px (/Cq /0 p g 52�3 8r / EG EG - - - - EG - - - - J/I Qa �2i��vw s y �q„p�3/��0 T 47, �' / � EG � _ _ — — EG — — — — EG O�T / l ) �`''� 0o Ap / EG — _ _ EG EG �.11/' 1 � 2a ' / EG EG EG EG _ V � EG 22 y- 3r 104 p 9 y" Sl, / F'G d OH OHP OHP OHP — OHP OHP � U d � / S 1 0/�11 LU 23 / / �/ = o z C\ 5 SC\ ) / / / ~ = o } ?\ ` 23 S(/\ 33 �k► S� ?�3?y, / / / o z j (q„p� 4p,T 4T Q s 0"p 3�p,2ggT / �� / w ¢ z x o z C@? OCgp t/p+�2TpCgp9 / L z LU '1141) �`° ? S 44, 22 me // /� / 2'- CD 0 PIRR �� S 2�2'`9S � � c / / / O O 2-1 Z 3r o 3�p g9gT / �/ / o�/ a CQ w a } z cc cc 5 trC�2 CCgp / / z o N U 26 ss0 5 S M/�y) 21 / / o � 0 0 1 / S/C�r3x / x cO oQ� 25 )S �4 pVC2�pr�6�T9/�i l/ // z LU LU N�� G°o �_� 24 3° o S C`�2iMgP 20 / / // o�/ < z c, ii ii mac' w�,`o o�� SSMH 18 C 3'� �) / /�� / / a S Z, s3 / SEWER PLAN AND PROFILE _ � o J w Q O ii `�/M � r �� Q �q/'tr��20 p�pRj�, / SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" ~ z o h jj ` S �til/iy) 19 r3 j3� w SSMH 16 rq pl/LU .0 TC 47 / W�SS / SSC�2 @)20��) 18 r 135 S( 1jr y, 2> .8° (q„p r p t 47 Q / owe �■ YO 8-INCH SEWER-S.CADENCE WAY Z 2745 2745 O LU Q LL = O — Q O z EXISTING GROUND AT 0 z Q 2-12740 PIPE CENTERLINE --___ 2740 w LU _ - 3: ------ FINISHED GRADE AT cf) ii PIPE CENTERLINE i i i it ilil 4"PIRR(8"SLEEVE) W 2735 2735 ��15"SD i i ilil � u 0 Iu i i u I I I I a I I I I I I I II II 30.62 LF 8"PVC @ 0.65% u II ii 2730 252.60 LF 8"PVC @ 0.65% 2730 ---- SSMH 18(48"DIA.) - ----- STA= 13+82.47 ___---- EXIST.SSCO 3(T-TYPE) RIM = 2739.17 L 8"INV OUT= 2730.50(NE) EXIST.SSMH 9(48"DIA.) (TO BE REMOVED) EXIST.SSMH 8(48"DIA.) STA= 10+95.26 STA= 11+27.88 PROJECT N0. 24 1029-HAD STA= 10+00.00( ) RIM = 2737.87 RIM = 2738.14 DWG FILE C.402 STA= 19+61.93(E/W) 8"INV IN = 2728.65(SW) 8"INV IN = 2728.85(SW) 2725 RIM = 2737.06 8"INV OUT= 2728.55(N) 8"INV OUT= 2728.85(NE) 2725 DESIGNED BY BT 8"I = 2727.63 DRAWN BY JTA 8"INV IN = 2727.63(S) 8"INV OUT=2727.53(W) CHECKED BY BT ISSUE DATE 12/02/24 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 Cm402 SHEET 9 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER N0.2\200-Construction Drawings\205-Construction\24-1029-HADLER N0.2-C.400(SEWER PLAN AND PROFILES).dwg NOT APPROVED FOR CONSTRUCTION � m 0 1I1 - - - - - - = - - - - - - - - -- -- - -- -- - — — — — - - - -- -® _ —_ _— _ —_ _— _ —_ _— _ —_ _— _ —_ - - - - - - - - - - - - t7i WATER PLAN ■�� I SCALE: 1 - 40 0 HORIZONTAL _ r = = - - - - - - - - - - may/ P - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - _ O L—J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - 60 40 20 0 40 80 33 1 EXISTING E. VIA ROBERTO LANE L CIVIL - - - - - - - - - - - - - - - NORTH HORIZONTAL SCALE IN FEET _ _ I 1. $• S�Ji — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a —F — — — — Ep — — — — Ej / — — — — — — — — — — — _ — — — — — — — — — — — _ — - �- - - - - WATER LINE NOTES _ I POTABLE/NON-POTABLE CROSSING. SEE WATER _ - - -- - --- - - -- - - - - - - - - - - - - - -_- � --- - - - - - - - - - �- - - - - - - - - � NOTES NO. 2 AND 3ON SHEET C.100 — GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR — — — — — GIRR —� GIRR RR GIRR GIRR —�— GIRR GIRR GIRT it - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - _ - - _ _ - - - - - _ _ _ _ _ - - - - - _ _ _ _ _ - - - _ � / NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF EXISTING III' I it _ _--- =I 1 1 COVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER. y EXISTING 112"WL 0 -- - - - SG 1 0 ®w i}� PIRR I— ---PIRR 2'BR — Pllif� PIRR— aRR P PIR< CIRRI— ——i-PIRR �— PI81� IRR— r +I — �— R PI PIRR— GIRR P!&FL = T 00 o t Pr— —� w T LLj III 1 W O N N o0 Q 11.00' 11 1 t- III Q II II Iy r CONSTRUCTION KEY NOTES o ti 0 o ' Q BLOCK 2 1 2 WATER PLAN J °M° - BLOCK 1 BLOCK 1 III w 17.00' 2.00' - 15 14 13 12 11 10 9 8 7 6 5 4 3 2 III w 2 3 4 8 z V 5 6 7 8 m oC\j c EXISTING HADLER EXISTING HADLER III F ~ T8 Tee,8"x 8"x 8" LL; EXISTING HADLER = W m z 3 39.00' W SUBDIVISION NO.1 SUBDIVISION N0.1 W III SUBDIVISION N0. 1 ;a Cn T6 Tee,8"x 8"x 6" O M = III III 1 V8 Valve,8"Gate o o � III Valve,6"Gate I w I w I I I I � I-- / I ,�-� \ I I I I I I I I I ❑ L � = - - - — == =1_ _ _ r — — — — x� - - - - - - - � - - fi - - - - - - - � - -I- -r - - � - - - - - - -I- - - E11 Elbow,8",111/4° '' — — — — - - � — — - - - - -4 — _ _ —1 - - - - - I — � - - —I- - P ---- _ _ — - - - - - - - - - - - - - - - - - - - - - - - - - - � - - — - - - - � - - —I- - / - - - r fi /i _ = -1 - - = = — J — = = — L — — _ _ — — = = - - - = = — L - - - - - - - - - - - — _� - - — — - - _ o - - - - _ — � — — 1- - — r — — � — — rt — - - - - � - - - I > — - - - �� - - - - - - - - - — � - -= w - - 1 — rt — � - - t— _ - —I— � — 16 / —I - - — rt — — � — � — — � — —I- - — r — � — —I- - — rt — - -LW — — W — � — W W W — I— — W GG - 1�== 55 ====L — I fi — fi I I- - fi — �- I- - - - - w - -�- - � - - � — � — � I I I I I I I I I i — t W — — W — W — W L — W W — — W — W �- - - / —/ � EXISTING E. HADLER DR. 1 %sue — — — s — ss Ss ss ss — — ss E22 Elbow,8",22 1/2° SS — — — — SS — 4— - - - s� - - - J Ss - - ss - - — SS - - SS T - - ds ss - - - - j — L — SS — IS T T w a I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - E45 Elbow,8",45' wy I i i� - - -I t - - - - -I- - -1 t - - - - - - - - - - - - rt - - -I fi - - - - � - - - - - - - - - - - - - - ± - - —I- - - — + - - — - - - - - � - - — � - - N — — — — — - - - - � - - - - - - - - - - - - - - - - - - - — 4- - - - - - - - - - - - 1 / - - - - - - - - - - - - - - - - - - - - - - - - - - --- - -I - - - 1 r- 17 ---�- -- / / ° — — — — - - - - — - - -I - - - - - - - + - - - - - - - - - - - - - - - - � - - — � - - E90 Elbow,8",90° Single Water Service Per City Of Meridian Standard Drawing No.W1 &W2. o I �. I/ / \ / 1 ❑ Install 3/4"Service Lateral With(1)3/4"Meter Setter. Double Water Service Per City Of Meridian Standard Drawing No.W1 &W3. w l _ 3 1 1 / / ❑ Install 1"Service lateral With(2)3/4"Meter Setters. I W ! I I I III 1 1 r- 18 / 1 2"Blow-Off Assembly Per City Of Meridian 4 5 6 7 8 9 10 \\ \ _ — /// 12 13 14 1 15 16 17 18 B Standard Drawing No.W12 -\ANAL E� 4"Blow-Off Assembly Per City Of Meridian IIII 1 1 B1 Standard Drawing No.W13IS TE�� l N . Fire Hydrant Assembly Complete Per City of Meridian Standard 4 WI' w - 19 --- -+-- = EXISTING HADLER EXISTING HADLER EXISTING HADLER 1 IHI Drawing No.W8(Also See City of Meridian Standard 06 c Z SUBDIVISION NO.1 SUBDIVISION NO.1 SUBDIVISION NO. 1 1 Drawing No.W9 for Water Service/Fire Hydrant Location) I w BLOCK 3 N TYPICAL TRENCH PER ISPWC SD-301, 11 /I / 1 P.C.C.Thrust Block(As Required Even If Not Shown) �o o STREET CUTS AND SURFACE REPAIR OF O PER ACHD SD-303. F I - - PIRR L — — — — PIRR — — — — — PIRR — — — — PIRR PIRR PIRR PIFF PIRR L — — — — PIRR — — — — ?IRR — — — PIRR — — — — PIRR L ❑ Point of Connection.After Testing And Approval,Remove <7��f� — PIRR PIRR � PIRR PIRR P N P, Existing Blow-off and Connect to Existing Water Main �`'20 _ - -__ W 11.00 - - - ' I - 1 II � — - - - - - - - - - - - - - - - - - - _ - - - - 1 �� / / �- - - -1 - - - - - - - � � � 1 y PIRR — — — — — PIRR — — — _ /PIRR = / o z 17.00 2.00 1 o o - \ EXISTING HADLER m o \ / — ¢ I E1 _____�_� I I I SUBDIVISION NO. 1 i � / _ \ �\ z _ r \ z o 1 ¢ I II a l 0 0 \ / \ w EXISTING HADLER \ \\ _ — I 1\ 1 ' w o z - SUBDIVISION N0.1 \ ^� \ � w O U U 1 1 -- -- - -- -- -- -- - -- -- -- -- -- -- -- -- -- -- - 1 I / / z - -� \ \ 1 \� / 11 �1 111 e o o z PIRR PIR PIRR PIRR PIRR PIRR PIRR PIRR P RR PIRR \ \ // I — /r P / / / O o z BLOCK I I / I o� N o _ \ a � I I = 1 1 I I \ 1 / - i - Ow I I 22cc LU v w 1 I_ 22 0 � 2-1� o a - - - EXISTING TEMPORARY — — — — — — 7•50' 43 42 41 40 39 38 37 36 35 34 33 32 31 P/RR —— / \ m w ACCESS RD.TO I - — — — — — — — — — — — — / I 1 \ / z � BE REMOVED �_ _ - - - - - - - - =� 3.50' - 1 K \) � o � � e ¢ z � V8 30 P�R � o ly 1 23 - - - P K V8 1 - o —— _ 3 LF 8"PVC $2 $2 $2 $2 S2 29 1 P,R�. 23 z —— —— —— 23 LF 8"PVC I'I S2 T8 E �- P 44 K 1 K E22E11 28 23 LF 8"PVC Iy I E22 1 24 % i 13 LF 6"PVC $2 ' 27 P/RR � T T � o 0 a, 1 w w w w w w w w 26 286 LF 8"PVC 213 LF 8"PVC w K S2 - - - - - - - - - - - -E.OVERT DR. - - - - ' N li iN I1 ss ss ss ss ss s s5 ss ss ss ss ss ss I — H $2 25 25 K E22 O 1 O SS \/F 24 � O a -- S� 13 LF 6"PVC III27 E11 Co S w S2 S2 T6 � Z 1 IIII 26 E22 S2 S2 S2 S1 V6 S1 S2 S2 O III K LU K N a r2g\ptr '0 0 c L w l W �3 Q z T I 29 30 31 32 33 34 35 BL36K 1 37 y T 1 2 3 4 5 6 0 S�X� 11.00' BLOCK 1 BLOCK 4 S2 h ss PVC z 28 10.50' T6 C 0 Q w 17.00' y 12.00' 1 < I a 6.00' 7 V8 � PISS —— -1R= — PIRR— PIRR — —— PIRR — PIRR PIRR PIRR = ___ _— = PIRR PIRR PIRR 6 V6 = w w -- — — -- -- — -- -- /RR I 1 ---- 9 1 S2 E45 � I — EG EG EG EG EG EG EG EG EG EG EG EG EG � �� B1 B — - - — EG R¢ 1O W 1 - - - EG _ � EG S2 — EG EG — — — — — EG — — — — — EG — — — — — EG _ _ _ — — EG — — — — — EG — — — — — EG — — — — — EG — — — — — EG K _ _ EG — EG — — — — — EG — — _ — ` 1 I K ITOB AEG _ \ 1 — OHP OHP OHP OHP OHP OHP OHP OHP \ � EG\ EG\ \ 1 12 \ - G \ \ \ \ 1 13 \ G"p \ \ (pri gill G PIRR \ •� 14 Qyp G" PROJECT NO. 24-1029-HAD 1 \ \ to\ \ \ DWG FILE C.500 \ 0"p \ \ \ \ \ DESIGNED BY BT 1 \ \ EG \ 1 W \ \ eG \ — DRAWN BY JTA LU h r \ \ ec CHECKED BY BT CZ z v \ \ \ G"p ISSUE DATE 12/02/24 . \ / HORIZ.SCALE AS SHOWN LU = VERT.SCALE AS SHOWN a Cm1500 SHEET 10 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER NO.2\200-Construction Drawings\205-Construction\24-1029-HADLER NO.2-C.500(WATER PLAN).dwg NOT APPROVED FOR CONSTRUCTION YIKK KINK PINK '- PIRR - - - - PIRR T- --I- -- — — — — — — — — — — — -�_ _ _ —_ _— _ _ —_ _— I � II i /\ WATER PLAN �� ° - - - - - - - - - - - - 1— - - - - - - - - - - - - - - - -� — - - - � - - - - - - - - - - - - -� - - - I � SCALE: 1" = 40'-0" HORIZONTAL \ ==—---- ---— ===========_- -_=======--- == — — - - - - - — — — � — — — — — — — — — — — — — — — F 60 40 20 0 40 80 — " - - - w - - - - w — — — — W - - - - - w L — — — — — — — — — — CIVILAT 55 ss BS - NORTH ONS HORIZONTAL SCALE IN FEET I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �— � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WATER LINE NOTES --� — — — — — — — — — — — — — — TGB — POTABLE/NON-POTABLE CROSSING. SEE WATER NOTES NO. 2 AND 3 ON SHEET C.100 jRfR7 — — —GIRR GIRR —�— GIRR GIRR GIRR GIRR — — GIRR GIRR GIRR U GIRR GIRR — — — — — GIRR GIRR GIRR GIRR GIRR GIRR TOB 1 + 27 NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF ■� III COVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER. y o t PIRRr—— — PIRR— — —21RR =— MR- -- = PIRR-- — — SIR, — — — — — Peal —— PIRA GIRR — P1RR- PIRR PIRR PIRR PIRR IRR IRR o o O 1 O LU T N N y o l I� 11 CONSTRUCTION KEY NOTES o M 0 Y 0 BLOCK 2 I / BLOCK 2 WATER PLAN a m o 0-0 o 2 3 4 Z Lr!ti 1 5 6 7 8 9 10 a l 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 ❑ Y N c T8 Tee,8"x 8"x 8" = Iii —:01 - EXISTING HADLER u~a 1 EXISTING HADLER FUTURE HADLER FUTURE HADLER o cn LU SUBDIVISION NO. 1 v = I SUBDIVISION NO.1 SUBDIVISION SUBDIVISION T6 Tee,8"x 8"x 6" O w °O O ayl 111 ❑ Z co \ 3 1 \\ V8 Valve,8"Gate o � �\ II II II Valve,6"Gate \ - \ � - - fi - - — - - - - � - - - -I - -r - - � — — - - - - -I- - - - - - - - - t - - - -�-i- - - - - - - - - - — E11 Elbow,8",111/4° �- - - � — — � - - - - - - _ - - - - - - � — - - - - -I- - —I- - — - - - - - - - - - - � - - - - - - � - - � - - - - - - - - — - - - - rt — — - - - - — — - - - -I- - - - - I- - - - - - - W - - — rtw — - - - w - - - — w - - - - wl- - - - -IwT - - - - wl - - - -Iw W W w E22 Elbow,8",22 112° I I I I I I I I I I I II I I I EXISTING E. HADLER DR. FU _ I — _ ARE E. HADLE sue— s — T s —� ss — — ss�— T — ss �— — — ss �� — — ss 1 — — — ss — — T— ss s ss _ W R DR. II ss A I— _— _— _— _— + _ —I- - - � _— + _ — _— _— _— _— _— _ — - - - - - � _— _— = =1 - - _—� - - _ —I —_ —_ ss W � o E45 Elbow,8",45° — —I r ss - w w w I E90 Elbow,8°,90° _> II p II o �I ss I Single Water Service Per City Of Meridian Standard Drawing No.W1 &W2. ss SS__ I S1 Install 3/4"Service Lateral With(1)3/4"Meter Setter. Q / I � 3 I I � S2 Double Water Service Per City Of Meridian Standard Drawing No.Wi &W3. " ( I Install 1"Service lateral With(2)3/4"Meter Setters. � I 00 z ❑ 2"Blow-Off Assembly Per City Of Meridian 12 13 14 I 15 16 17 18 19 20 X I FUTURE HADLER I B Standard Drawing No.W12 ��NAL E I SUBDIVISION B1 4"Blow-Off Assembly Per City Of Meridian �� XS TE �f 26 27 28 Standard Drawing No.W13 � Fire Hydrant Assembly Complete Per City of Meridian Standard T -- EXISTING HADLER 1 EXISTING HADLER Drawing No.W8(Also See City of Meridian Standard ��o �` SUBDIVISION NO. 1 1 SUBDIVISION NO. 1 m m Drawing No.W9 for Water Service/Fire Hydrant Location) I P.C.C.Thrust Block(As Required Even If Not Shown) 9 T/�� OF PIRR — — — — PIRR PIRR PIRR PIRR J- PIRR PIRR J PIRR PIRR PIRR / Point of Connection.After Testing And Approval,Remove v<y�if j*T P FUTURE HADLER FUTURE HADLER Existing Blow-off and Connect to Existing Water Main l l lV SUBDIVISION SUBDIVISION / / BLOCK 4 I 29 30 31 32 33 34 35 36 37 38 39 0 0 LL� mLU 25LU L PIRR PIRR — — — — — PIRR —Z PIRR ` \ \ \ "" q, I I = -7) C/' EXISTING HADLER / — �� // %b I w z o \ SUBDIVISION NO. 1 ; / / ^ `` // `� \6S0 y r)IRR PI d O z j m PIRR PIRR IRR PI R R I I Z Q O \\ LU 21 S1 / w CD z � J �50, OUv _ EG EG EG EG EG / O C] 2-1\ \ I \ y� �' EG EG _ — _ EG G,G O CDZ = E cn O .......... / EG — EG EG EG d CC ~ W d 24 - - - - EG - - _ - - EG — EG - - > CC W J /I S2 �G/ — _ Ec \Pc Zp Vi U II ` �r� �= I / 22 � / / / � / oLUo o P/ \ / y / / /F' OH OHP OHP — — — — — OHP — — — — — OHP OHP Z 31 Z m P� K V6 T6 �� 30 R �� �Q 23 // // / Cn = = 5 29 1 a/R\ ` 23 S2 K 1 � o�z S2 26 �� E22 32 I 27 R y 22 PIRR N K o I / 13 LF 6 PVC ^' 2s / K y 21 / H S2 25140 S2 24 0� CISss 13 LF 6"PVC 3 20 w S2 s 1S0 cp 19 s Q \pI/C o� / // y o w S2 / Q z �K 4 S2 T6 0 Ss�Fa� E45 K 18 - � z CV V8 < 7 V6 S2 _ � / /// / LU $ K 1 17 / / COD P/RR I E45 S2 K S1 / ` P/R 9 1 W 10 / LU S2 16 // / Ec \ \ \ ` PIRR I 12 \ \ \ Ca 13 P/RR14 / °&p \ \ \ / P/ / `RR 15 PIRR PROJECT N0. 24-1029-HAD\ \ \ ` / �c,/ \ ec \ \ \ \ 10\ \ \ -% / // / DWG FILE C.501 DESIGNED BY BT Z DRAWN BY JTA W \ °&P \ \ \ EG / H I \ \ � ` AEG ` Q/ _ � / CHECKED BY BT o I EG ISSUE DATE 12/02/24 W I °"p \ / HORIZ.SCALE AS SHOWN z c� v = I VERT.SCALE AS SHOWN av� I 1 Cm1501 SHEET 11 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER NO.2\200-Construction Drawings\205-Construction\24-1029-HADLER NO.2-C.500(WATER PLAN).dwg NOT APPROVED FOR CONSTRUCTION III - - - - - - = - - - - - - - - -- -- - -- -- - - - - - - - - -® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 71 PRESSURE IRRIGATION PLAN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° 1 ■ SCALE: 1" = 40'-0" HORIZONTAL II ----------========— ___==== �==___ =_______======Zr__ ________======��� 3 3 — 60 40 20 0 40 80 ti EXISTING E. VIA ROBERTO LANE ' E VIA ROBERTO LN _ L — CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET NORTH ---p - \ _ _ _ _ EP _ — _ Ep / - II - - - - - - - - - - CONSTRUCTION KEY NOTES J - ^ -- - -- /, --� 2PRESSURE G 04G - - - - - - - - - - - - - - - - - - - _ - - _ - - - _ - _ - - - - - _ - - - - - _ - - - - - - - - - _ - _ - _ � — — — — — — — — IRRI ATI NPLAN \ I / GIRR GIRR GIRR =GIRR GIRR- =GIRR _ GIRR = __ = GIRR- GIRR GIRR GIRR — — — — GIRR \ GIRR = J � IRR GIRR GIRR GIRR GIRR GIRR - it - - - - - - - - - - - - - - - - - - - - - - - - / 1 1 SL4 Pressure Irrigation Sleeve, 8"PVC, C-900 III it _ ____ ____=-=-=I II Ill ;li I ° -- 5G 1 c yo +� = PIRR-- _ —PIRR — — — PIPS — PIRR_ ERR — P — PIR< GIRR = _"R — P"'_— RR— ° SL6 Pressure Irrigation Sleeve, 12" PVC, C-900 O T W l — — — — — — — =— — —� — — _ 7 — 4- — III — — w 0 — + � = Pa&R � = PIRB..�— 7 PIRR— 7 —GIRR =—� -- PlR2 � _— _ III III 1 LU Q N C w LU W T4 Tee, 4 � y III Q 'N r p M 0 o BLOCK 1 BLOCK 1 III Q BLOCK 2 l 4, CAD. J °O _ 15 14 13 12 11 10 9 8 7 6 5 4 3 2 a T6 Tee, 6 m °O c it III 2 3 4 ■� � 5 6 7 8 w C\j c W N w III z y = V4 Valve, 4"Gate o LU EXISTING HADLER EXISTING HADLER III EXISTING HADLER 1 H Q w °O p 3 a SUBDIVISION NO. 1 SUBDIVISION NO.1 w II II III SUBDIVISION NO.1 1 CIO _ o / III I V6 Valve, 6"Gate o III I II III I II III I I Z T I 1 Ei Elbow, 4", 11 1/4° Elbow, 4" 22 1/2° � w - - ❑— mow — ❑ —I— _ — r — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - -i- - � /'� — — —�\ \ _ — + - - — � — � — - - - - - - � — — � — - -I- - - � _ —1 — ° — � — � — —I- - ol + fi — — _ _ — � — —1- - - - - L — - - - - -1- - — _ — - - - - - - - - � — _� — 1- - - - - r = = T- - - - - rt —� — — __— � — = E3 Elbow, 4",45° % — _ _ — — � — _✓� — - - - — — � - - - w - - 1 — rt — � - - � — r— —I— � — 16 — rt — - -Lw — — w — � — w w w - - — w L— —I— ss wI — fi — w — fi — w — — — — w fi — L — w — — — — — W — — — — — w — — — — w — — — w �- - - - - - - - - —/ — — — — — — — - - — EXISTING E. HADLER DR. 1 1 / i ,sue E. hADLER DR. - - � 1 —� s — L — — — = - - �s =a ss — — ass Elbow, 4", 90° — — — — — — — — / / � _ — ss 1— — — — ss 1— 4 — —1— s� — — — J ss — — 1— ss — — — ss — Ll— — ss — T- — — �s ss — — — — — ss — — — — S * — T — T — d j a / II �� / / - - -I — - - - - -1 - - - - - - - = =1- - =1- - - - - - - - -I — — � _ + — - - - - � — /i - - -I— fi - - — t - - - - - - - - - rt - - - - - fi - - - - � - - =r = - - - - = - - - - - - - - - - � _ — —I- - - — F - - — - - - - - -4- — � - - o N it I� 1 j� � — - - - - - - - - - � - - - - - - - - � - - - - � — ° — � - - - - - - - - � - - — _ — - - - - - - - - - _-= = -1 - - - - - — = -1- - - � — - - — - - - - - � - - - -1 - - E5 Elbow, 6 , 111/4 r17 = — - - - - — - - - - - - - - - - + - - - - -I- - - — - - - - + - - - - - � - - — � - - / ' Elbow, 6", 22-1/2° I I I I II I Elbow, 6",45° w I II it I _ III I 3 �� � — 1 ❑ IW III 1 r 16 Elbow, 6", 90° I I III I I IIIII � � / 1 1 2 3 4 5 6 7 8 9 10 / 12 13 14 1 15 16 17 18 ANAL Ri Reducer, 6 x4 �Z E� 1 �CXs TERM�r 1 lc� Plug or Cap, 4" w a l 19 -I+--1 3 11 EXISTING HADLER EXISTING HADLER I EXISTING HADLER 1 �l h m l � SUBDIVISION NO.1 SUBDIVISION NO.1 BLOCK 3 / I SUBDIVISION NO.1 1 C6 Plug or Cap,6" I l 0 62 o II ❑ 3/4"Pressure Irrigation Service Per NMID StandardOF ' _ g N PIRR — — — — PI R — — — — PIRR — — — PIRR PIRR PIRR PIRR PIRR — — — — PIRR — — — — — — — _ _ 1 N � Detail-Type"A"Riser ��4/��//`j — � ?IRR � PIRR PIRR PIRR � PIRR PIRR PIRR j N P, Ivy — h __ - / \ , — — _ _ — — _ = EKI P.C.C.Thurst Block(As Required Even If Not Shown) a 20 ---I�-1 3II _ — �_ _ —— — — — �� — — —_ _ — — — — — — — — ___ - _ — / \� Point of Connection.After Testing And Approval, Connect To Lu a Existing Pressure Irrigation Main Q — — — — — — —/� �— � Ud 0 O L PIRR PIRR PIRR /PIRR = O z T EXISTING HADLER \ — 1 — /// o a o m 21 _-- I�-� SUBDIVISION N0.1 �� K /; _ \/ / P S1 PRESSURE IRRIGATION NOTES: z Q o III 1 � w III ° ° A o o \ / — — — — CD14i \ \� E2 — — � \\ 1.THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL BE X o z _ _ _ � (� ^ �� $Op, OWNED AND OPERATED BY HADLER SUBDIVISION N -- -- — -- -- -- -- — -- -- -- -- —_ __ __ __ __ _ I o � \ \ \ \ HOMEOWNERS ASSOCIATION. IRRIGATION WATER WILL BE z " PIRR PIR PIRR PIRR PIRR IRR PIRR PIRR P RR PIRR \ \ ' / / \\ \II C z X / / e PROVIDED BY NEW YORK IRRIGATION DISTRICT. o zo loll BLOCK 1 515 LF 4"PVC `� \ o0 1 /// \/ cc Lu J/ / a N o w > a. EXISTING HADLER 7 a. $1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 PR \ \ \ _ J S1 2.BACKUP SOURCE FOR THE PRESSURE IRRIGATION SYSTEM z o N w SUBDIVISION N0.1 _ �` — _= 11` c/'L - I �. / 22 IS A 2"CONNECTION TO THE DOMESTIC WATER SYSTEM o -- - -- - . / / (/ o � � s — 43 42 41 40 39 38 37 36 35 34 33 32 31 PRR A —— J LOCATED ON THE WEST SIDE OF LOT 11, BLOCK 3. w W z °O � I •r — — � — —EXISTING TEMPORARY ACCESS — I S1 �. 1 \\ / � o s — — — ROAD TO BE REMOVED '° FUTURE HADLER 2r0 �� \) ¢ z 23 — — — —= - - SUBDIVISION 30 S1 ZFq„p�� \ / a S1 o a o y crux wcn � W d — 29 S1 arR` ` 500 23 ?' z a' E P 1 44 P E 28 S1 o 24 ' 27 S1 8S�Fq„p�igR - - - C r S I 1 ° e .S S I I 1 � S ° S° 1 1 . 1 T4 0 1 a w w w w w w w w w s ° 26 S1 1 II I 'I � K 5 00' E.OVERT DR.� E. OVERT DR. 0 ss ss ss SS ss s SS st SS 93 ss ss 9S SS ss w 25 S, N I s , •1 S1 25 '�.. . •1 S. S' °S S .1 S. S I`•q- - .1 •a 1° 1° •S Ss \ ■ 24 Q a� - -- 27 CID I III sl J � I I � I � � • � ss ° 6 Z a S1 26 S Q LU w s z II U 'a s . I - /I _ W y o v s �_ 2 d BLOCK 1 Uj No y CC Y 3 BLOCK 4 s ss C Q 29 30 31 32 33 34 35 36 37 J 1 2 3 4 5 j BLOCK 1 W K 6 s / Q � 4 0 Cc Il Iy S1 S1 28 S1 S1 S1 S1 S1 S1 S1 S1 S1 N I y S1 S1 S1 S1 S1 E6 7 ' s Lo CC 410 LF 6"PVC 47 LF 6"PVC 177 LF 6"PVC S1 ' = L U o PIRR PIRR PIRR PIR PIRR PIRR PIRR PIRR — ——— —— PIRR PIRR PIRR s (n -- -- -- -- -- -- - -- -- - -- -- - -- -- -- - --- - - - -- -- -- -- -- -- S1 a 8 LLI 1 oC 1 E8 V6 SL6 �6 P'RR O S1 9 1 I ❑ K -- - EG — — EG — — — — EG — — — — — EG — — — — — EG — — — — — EG — — — — — EG — — EG K EG 47 LF. K EG EG EG — — — — — EG ` 1 — - S1LU 10 EG — — — — — EG — — — — — EG — — — — — EG — — — — — EG — — — — — EG — — — — — EG — — — — — EG — — — — — EG — — — — — EG — — — — — EG — — _ EG — — ` 1 I1T —EG EGA S1 ' 11 I OB _ _ _ _ _ _ — _ — OHP OHP OHP OHP OHP OHP OHP OHP \ \ � PARR EG\ 1 a 3'5 S1 12 \ ` RF6„pVC \ec S1 13 \ \ c S1 0 14 0/yp \ \ ' \ \ PIRR S1 PROJECT NO. 24-1029-HAD \ \ \ \e ' \ \ FG\ DWG FILE C.600 \ \ \ DESIGNED BY BT DRAWN BY JTA LU oyp \ 'h r \ \ \ — CHECKED BY BT CZ ISSUE DATE 12/02/24 HORIZ.SCALE AS SHOWN LU �x VERT.SCALE AS SHOWN a m600 SHEET 12 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER NO.2\200-Construction Drawings\205-Construction\24-1029-HADLER NO.2-C.600(PRESSURE IRRIGATION PLAN).dwg NOT APPROVED F 0 R CONSTRUCTION - � rirtrt YIKK - YIKK � YIKK PIKK '- PRR i PIRR ❑ (_ 1 1 I ' —_ _— _ —_ _— _ —_ _— _ - - =1= —= =— _ —_ _— _ —_ _— _ —_ _— _ —_ _— ICI i /\ PRESSURE IRRIGATION PLAN �❑ - - - - - - - - - - - - 1— - - - - - - - - - - - - - - - � - - - - - - - - - - - SCALE: 1" = 40'-0" HORIZONTAL == _ — - - - - - — — — II — — — -- � — — — — — — — — — — — — — — — 60 40 20 0 40 80 1 — — — w — — — — w — — — — — w — — — — — w EXISTING E. VIA ROBERTO LANE L E. VIA R 0 B E RTO L N. — — — — CIVIL INNOVATIONS 55 SS 55 — NORTH HORIZONTAL SCALE IN FEET 1 I — EP F+1 O �❑ '�— — — — — — — — — — — — — — _ — — . — . — . — CONSTRUCTION KEY NOTES J — — — — - - — - - — - - — - - — - - — —_ —_ k — — — — TG6 — 2PRESSURE IRRIGATION PLANam 17-� IRR GIRR GIRR - — GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR GIRR TOB27Pressure Irrigation Sleeve, 8"PVC, C-900 1 III I y o — — — — PI —— — PIRR— — --PRR -- MR- — -- = PIRP— — SIR — — — — P —— — SL6 Pressure Irrigation Sleeve, 12" PVC, C-900 r — — �Y -7 — — — �— PIRA — GIRR — P1RR- PIRR PIRR PIRR PIRR PIRR I�IRR ❑ w I O r W T 4" � � c 1 00 III T4 Tee, 3 Immm R M 00 c BLOCK 2 y 0 1 / BLOCK 2 2 3 4 W T6 Tee, 6 I� m o C) o Z ti ; 5 6 7 8 9 10 a I i1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 — Ie cw 65 6 = W 1 I V4 Valve, 4"Gate o z EXISTING HADLER v = I EXISTING HADLER FUTURE HADLER FUTURE HADLER O LLi m 0 SUBDIVISION NO.1 a W I I \ SUBDIVISION NO.1 SUBDIVISION SUBDIVISION = \ co Valve, 6"Gate Z o 1 A Ei Elbow, 4", 11 1/4° I\ I `� I Elbow, 4", 22 1/2° � � \ - - + - - — - - - - � - - - -I - - - - � — — - - - - -I- - - - - - - - - t - - - -�-i- - - - - - - - - + - - - - - - � - - - - - - r — — - - - - rt = — - - - - — — — = - -I- - =+ — - - -7 - - I- - E3 Elbow, 4",45° — — - - - W - - — rtw — - - - w - - — � — w - - - - wl- - - - -IwT - - - - wl - - - -Iw W W w — — — w EXISTING E. HADLER DR. 1 FUTURE E — SS— �S�_� sS — — S5=�__ — ss �_ — ss!� — 55 —_ — 55 _ HADLER E4 Elbow, 4" 90° — T — T — � — T- - - - �I ss s ss — � _ wDR, I ss — 1 - - - - - - ❑ — = $ = =1= = = - - + — _— + - - - _ � � - - = =1= = = — - - SS IN E5 Elbow, 6", 111/4° - s 1 --\ r --�1 T — " ° II II II �I — — — I E6 Elbow, 6", 22 1/2 ss 1 w ss ss ss ss 1 � 1 o III p I I I I E7 Elbow, 6",45° U3 5 LF 4"PVC Es Elbow, 6" 90° 12 13 14 1 15 16 17 18 19 Y0 X ' i E4 K FUTURE HADLER I ❑ANAL 1 w SUBDIVISION I Ri Reducer, 6"x 4" E� __ I I I �❑ ��ISTE��,�r 1 T > I 26 27 28 C4 Plug or Cap, 4" 4 EXISTING HADLER I EXISTING HADLER I I II K / �l SUBDIVISION NO.1 I SUBDIVISION NO.1 / II I J o C6 Plug or Cap,6" �I l 0 6� o co S1 �; S1 S1 E4 / ❑ ��a 1 K E3 / S1 3/4"Pressure Irrigation Service Per NMID Standard �/�TE OF �� ❑ — 1 — — — -- -- — / Detail-Type"A"Riser T�r m`❑ PIRR - PIRR PIRR J_ — PIRR — — — PIRR — — — — PIRR — — — — pRR — — PIRR . �O PIRR PIRR FUTURE HADLER FUTURE HADLER IN P, 1 _ — — — — — — — — ❑ i `�' 105 LF 4"PVC 5.00' SUBDIVISION SUBDIVISION ❑K P.C.C.Thurst Block(As Required Even If Not Shown) ' - - - - ❑ -` 14LF4"PVC S1 ? p E3 BLOCK 4 0- 29 30 31 32 33 34 35 36 37 38 39 0 0 Point of Connection.After Testing And Approval, Connect To � — — —1 — — — — — — — i ❑ — — —\ — / s / 25 Existing Pressure Irrigation Main o Q s, K J I � I ww � o PIRR PIRR — — — — — PIRR / PIRR ` \ \ \ y K K ' I = � z \ E5 J C6 K w Er o } K / — \//�/ P S1 ``� s` y / K E5 ' dIRR PI R PIdR I PRESSURE IRRIGATION NOTES: � Q CL o / y . PIRR PIRR IRR I I E2 I / /� �( / 1 �/� P1 �`` / ' ; E5 — — — — — 1.THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL BE X o z \ _ _— — \ I ❑ 1 $0 9 LF 6"PVC OWNED AND OPERATED BY HADLER SUBDIVISION J_ C FUTURE HADLER / K HOMEOWNERS ASSOCIATION. IRRIGATION WATER WILL BE z � EG — — — — — EG — — — — — EG — — — — — EG — — _ _ — EG — / O C Z SUBDIVISION y 3 E5 * T6 V6 R1 K i - — — — — — EG — — — — — EG — — — — PROVIDED BY NEW YORK IRRIGATION DISTRICT. o 3 LF 6"PVC o W $1 pQ EG EG EG — — — — — EG — — — — — EG — — _ - - d Er z W d P'R 25LF6"PVC EG — — EG - - - - - EG o� _ � FG 2.BACKUP SOURCE FOR THE PRESSURE IRRIGATION SYSTEM z o U, � �' 22 $1 ' 25 LF 6"PVC \ a o zo W L I — ( / Q i IS A 2 CONNECTION TO THE DOMESTIC WATER SYSTEM W cD o /� LOCATED ON THE WEST SIDE OF LOT 11, BLOCK 3. U PIRR `` / y ° / 25 LF 6"PVC / �G d — — — OH — — OHP — OHP — OHP OHP — OW O z 31 v / / i / � w 21 VA K E5 / / � ' ¢ z 30 S1 CGFq„p�� `�` ' \ 30 LF 6"PVC / ore o 29 1 PR`� SS1 LU Q 23 5�Q' 23 S1LUCK z w O 1 S1 00, 28 S1 o y 5 ` 22(6 a / 27 S1 86Z'C ' ��R �Q S1 S / / 1 T4 We � s s ° 1 K 26 S1 C4 K 21 $00, �W 1 25 S1 s S1 • I i ss ❑ W a ■ / s❑ 3 24 20 a o s. e / Z S W S1 ss / 19 Q 1 S1 o//� y z s s M ',K 4 s s / 18 Q s — i S1 ' / / / / 0 Q cc 1 _ cc 7LU w v / S1 0 8 1 s 17 / �/ /� CA I I_I S1 9 I • � S1 / / Uj 16 \S1 ` S1 ` 3S4ZF S1 12 oze S1 13 v 1 . 14 P/ S1 15 1 c S1 / \ 18 LF 6"PVC PIRR 15 LF 6"PVC / E6 K ° PROJECT NO. 24-1029-HAD 1 \ \ \fG\ \ \ ` / / / DWG FILE C.601 \ °"P \ i 15 LF"PVC DESIGNED BY BT 1 \ \ E \ \ Fc\ — — EG E6 E6 EG/ DRAWN BY JTA oyp \ LU 1 \ \ EG ` e K CHECKED BY BT vs Cm Cm1 \ \ \ %� K K ISSUE DATE 12/02/24 W IR 1 O&P \ / HORIZ.SCALE AS SHOWN v = 1 VERT.SCALE AS SHOWN av2l 1 Cm601 SHEET 13 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER NO.2\200-Construction Drawings\205-Construction\24-1029-HADLER NO.2-C.600(PRESSURE IRRIGATION PLAN).dwg NOT APPROVED F 0 R CONSTRUCTION mij mmi fL SECTION LINE a u' a ■� z co j j LL O O O W 2 O i = o VARIES(16'±) T p 47'CD Cr Cr OLU r E 39.00' cn N o? 2.0' 5' 33' 5' 2.0' M 0 o SIDEWALK 2' 14.5' 14.5' 2' SIDEWALK VARIES(11'±) J � WIDTH VARIES WIDTH VARIES a Y 2 p VARIES(19'±) 10, VARIES(12'±) SEE PLAN(12'±) SEE PLAN(12'±) VARIES(4'±) cc u.i -_ Q > z ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD O w COO 3•14,gX SUPPLEMENTAL DWG.SO SUPPLEMENTAL DWG.SD-702 w MPX V MIN. V MIN. co = 1.75% 2% 2% 1.75% 3.y LANDING LANDING Z o n1A1( T MIM g 1 M y MqX 2.0°� 1.80% VARIES(1%-3%) 3: 2-1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER Mp�C. (SP-3,0.50 INCH( A: %")MIX,PG 58-28) ACHD SUPPLEMENTAL DWG.SD-709 3 4"OF 3/4"MINUS CRUSHED GRAVEL 4"OF 3/4"MINUS CRUSHED GRAVEL BASE EXTEND ROAD BASE MATERIALS 5"THICK CONCRETE SIDEWALK PER EXISTING PAVEMENT ACHD SUPPLEMENTAL DWG.SD-709 14"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) 4"OF 3/4"MINUS CRUSHED GRAVEL COMPACTED STABLE SUBGRADE COD 1 TYPICAL STREET SECTION (ATTACHED SIDEWALK) S. LOCUST GROVE ROAD TYPICAL SECTION NOT TO SCALE-S.STEEPLE AVE. 4NOT TO SCALE 4� -gCISTE�� r �0 62 } CD C7 C7 LC C) LU cc 41' ccLU LU C/5 wo 2.0' 5' 27' 5' 2.0' c zo SIDEWALK SIDEWALK zo a p m 2' 11.5' 11.5' 2' v, z � z ¢ o w z z X o z W 0 J ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD o � 3rMgX SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 3.�M zo o z 1.75% 2% 2%_0 1.75% o LU z Mp1l. 3.1 tij z cc � `c 3'. 2-1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER o o LU (SP-3,0.50 INCH(%")MIX,PG 58-28) ACHD SUPPLEMENTAL DWG.SD-709 N=) z LU LU 4"OF 3/4"MINUS CRUSHED GRAVEL BASE 4"OF 3/4"MINUS CRUSHED GRAVEL z EXTEND ROAD BASE MATERIALS a z 14"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) o J COMPACTED STABLE SUBGRADE LU ¢ o LU Cn � � z 2 TYPICAL STREET SECTION (ATTACHED SIDEWALK) NOT TO SCALE-S.CADENCE WAY AND E.OVERT DR. LU O Z Z O y o z z Q J J FU � z o 20'-0" 5'4" CC DRAINAGE SWALE � ¢ w IL 18'-0"ASPHALT DRIVEWAY a 0 w F- 1'-0" 1'-0" 2.5' 2.5' L U $rM 8"THICK RIBBON CURB(TYP.) 2% 8"THICK RIBBON CURB(TYP.) 3 41 CD 4 W 2 1/2"ASPHALTIC PAVEMENT EXTEND ROAD BASE MATERIALS 14"OF 3/4"MINUS CRUSHED GRAVEL 6"PAST CURB AND GUTTER(TYP.) COMPACTED STABLE SUBGRADE NOTE: Q SEE SHEET C.200 AND C.201 FOR LOCATION,DISTANCES AND OFFSETS T SPHALT DRIVEWAY DETAIL OT TO SCALE PROJECT NO. 24-1029-HAD DWG FILE C.700 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 12/02/24 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm700 SHEET 14 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER NO.2\200-Construction Drawings\205-Construction\24-1029-HADLER NO.2-C.700(STREET DETAILS).dwg NOT APPROVED FOR CONSTRUCTION I I I I I I III � � III I I I I I ul I III I II j l I I I I III II II III I I I I I I I III II II III I I I I II II III IIII II I II III III � �/�� �� � J Cj EXISTING APEX SOUTHEAST SUBD.NO.3 EXISTING APEX SOUTHEAST SUBD.N0.3 — — — — — — — — — — — — — — — — — — — \ — — — — — — — — — = - - - - - - -- - - - - - - - - - — _ � � — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n --- - - - - ----- - - - - - - - - - _ _ — - - - - - —_ � \ _— --------: - - - ---- - - - — — _ - - - - - - - - - - - - -- - \- - - - - - - - - - EXISTING E. VIA ROBERTO LANE- - - - \ - - \ - - - - - \ - - - __\_- - - — _ - - - - — i — \ — — — — — — — \ � o 1 T T EP T 00 E.Via Roberto Ln. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ - - p — = _ _ _ _ _ _ _ = _ _ = = = = _ _ _ = O N oD o _ (f� U T - - - - - - - - - - - -�1 - - - - - coo. CU 27 a Y o mo000 a� III Q II III o w III Y III BLOCK 1 BLOCK 1 BLOCK 2 BLOCK 2 15 14 13 12 11 10 9 8 7 6 5 4 3 2 2 3 4 5 6 7 8 9 10 // 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 CD T EXISTING HADLER EXISTING HADLER z IIII EXISTING HADLER EXISTING HADLER FUTURE HADLER FUTURE HADLER I II SUBDIVISION NO. 1 SUBDIVISION NO. 1 III w�i° SUBDIVISION NO.1 SUBDIVISION NO. 1 SUBDIVISION SUBDIVISION MIJ W a I - - - - - - - - - - - - - - - - - /� 'a - - - - - - - - - - - - � - - - - - // /\/ - EXISTING E. HADLER DR. HADLER DR ¢ - - _ h _ _ _ _ _ _ _ _ _ 17 II\ /�/ - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ .- - - _ — _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � — — ` - I I I W I I 1 // � - - � 1 18 \ // I FUTURE HADLER w III 2 1 2 3 4 5 6 7 8 9 10 \ // 2 I I III \ \ _ / 12 13 14 15 16 17 18 19 20 x III SUBDIVISION w w X III III EXISTING HADLER EXISTING HADLER \ EXISTING HADLER EXISTING HADLER III 26 27 28 19 III SUBDIVISION NO. 1 SUBDIVISION NO. 1 BLOCK 3 SUBDIVISION NO.1 SUBDIVISION NO.1 . // �/ __ _ FUTURE HADLER FUTURE HADLER o I I _ — — — — — —— SUBDIVISION SUBDIVISION O �� I III w I � � � III <, III — �� — — — — _ — _- _ - -- -- - -- -- -- - _— — / / -- -- -- — — — — / /�-— — \ BLOCK 4 29 30 31 32 33 34 35 36 37 38 39 I70 - / � 1 0 _� 1 \ \ l •• � \ �T� oI 21 III III \ \ \ /.. - - - - - - - - - - - - - - o OF X EXISTING HADLER III w III \\ __ /(/ ✓\ \ / Y1 �� Ij�T P SUBDIVISION NO. 1 _ \ \ �\ _ _ \ EG EG - BLDCK 1 i �` \\ / /%\\l//�. \ 1) y / / EG EG EG EG J/ 22 ` \ \ C I / EG EG - EXISTING TEMPORARY ACCESS w III v _ A If �— // / 24 / EG — — — _ — \ J L- ` / EG EG EG w ROAD TO BE REMOVED a \ zz 43 42 41 40 39 38 37 36 35 34 33 32 31 1 a � C � � ~ o 41- - - Fn 23 30 / V 23 // / CL} ¢ m 29 ` 23 O? / / z ¢ o / w z - Ep — — — — p Q' / x 44 oz 1 1 28 y 22 / / / o O U 24 27 / cg o 0 26 / - O w CL 21 / > cl- w CL I — — — — E.OVERT DR. — 25 / / / } CC wcc \ z o w = 1 25 r ao 1 �� 24 / / O LU U) O \ 20 w ' 27 zm � I � o � � I W az � 1 26 \ 19 W w O -aI Q� \ cnS2 / Z d w H LU BLOCK 1 29 30 31 32 33 34 35 BLOCK 1 37 H 1 2 3 4 5 BLOCK 4 28 vi8 17 1 EG EG EG - EG - EG _ EG - E: L_ EG - EG - _ EGA ` 10 _ EG EG EG EG EG EG EG EG ._ EG EG \ � � 16 CqG EG \ \ E \ \ ``` 12 / O\ / CC, `�� 13 14 EG\ eG\ 15 Q \ / / J \ _ EG — 0- \ EG ` / / —j EG / Q z' o _ m 0 Q 0 o� w LU z y ROADWAY SIGNAGE AND STRIPING CONSTRUCTION NOTES: SIGNAGE AND STRIPING PLAN W SCALE: 1" = 60'-0" HORIZONTAL 1 INSTALL R8-3a(12"x 18") NO PARKING SIGN, PER MUTCD. r 0 a90 so 30 o so 120 2 EXISTING R8-3a (12"x 18") NO PARKING SIGN, PER HADLER SUBDIVISION NO. 1. Q CIVIL INNOVATIONS NORTHH HORIZONTAL SCALE IN FEET ROADWAY STRIPING AND SIGNAGE NOTES 1. Prior To Placement Of Any Pavement Markings, Contact ACHD Inspection For Verification Of Compliance With Policy And Existing PROJECT NO. 24-1029-HAD N 0 Pavement Markings. DWG FILE C.800 2. Sign Contractors Other Than ACHD Must Be Bonded With ACHD And DESIGNED BY BT Must Obtain A No-Charge Right-Of-Way Permit. 3. All Street Signs And Hardware Must Comply With MUTCD Standards. DRAWN BY JTA PARKING Custom Finishes Must Be Reviewed And Approved By ACHD. CHECKED BY BT Custom Modifications Of Street Signs And Hardware Installed By ISSUE DATE 12/02/24 ACHD Is Prohibited. HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN R8-3a Cm800 SHEET 15 OF 16 D:\Civil Innovations Projects\2024\24-1029-HADLER NO.2\200-Construction Drawings\205-Construction\24-1029-HADLER NO.2-C.800(SIGNAGE AND STRIPING PLAN).dwg NOT APPROVED FOR CONSTRUCTION — — — _ — � � IIII � � III II I I � , III � I�III , I ii ul III lu ii v EXISTING TYPE I EXISTING TYPE I EXISTING TYPE I EXISTING TYPE I EXISTING TYPE I EXISTING TYPE I�/,� STREET LIGHT STREET LIGHT EXISTING AP X SOUTHEAST SUB .NO.3 STREET LIGHT �� STREET LIGHT EXISTING APE SOUTHEAST SUBD.N0.3 STREET LIGHT STREET LIGHT I�i i y o - - - - - — — — — - - - - - _ _ - - - I Z o r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — - - - - - - - - - - - - - - - _ �..L� T - - - - - - -- - - - - - - -- - - - \ - - -- - - - - - - -- - - - - - - - - _ - lO - - - S= EXISTING E. VIA ROBERTO LANE ~ o_ I ' — — — — — — — — — — — — — — p M CD 1 J CD > EP - - - - - - - - - - -- m p O O — _ — — — — _ — — — — _ — — — _ — — — — — _ — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — _ — — — _ — — — _ — — = _ _ _ — — Y E.ViaRobertoLn. c — - - - - _- - - - - - - - - - - - _- - - - - - - _- - - - - - �` - - - — — — — — — - w - < vo Q w c \ — - - - - - - - - - - - - - - - - - - - - - - - - - - - �\� /--J/� - - - - - - - - - - - - - - - - - - - - — _ w m o 11 11I 1 27 O = "' o I I I I III Q III I I Z II II I I BLOCK 1 BLOCK 1 Q BLOCK 2 BLOCK 2 15 14 13 12 11 10 9 8 7 6 5 4 3 2 � I II 2 3 4 5 6 7 8 9 10 / 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 EXISTING HADLER EXISTING HADLER III III EXISTING HADLER EXISTING HADLER FUTURE HADLER FUTURE HADLER � III z SUBDIVISION NO.1 SUBDIVISION NO. EXISTING TYPE II III X�i� III SUBDIVISION NO.1 SUBDIVISION NO.1 SUBDIVISION SUBDIVISION STREET LIGHT EXISTING TYPE II Cj T<� STREET LIGHT 1 FUTURE TYPE II IW W - - - - - - - �J�?i \ 16 -- - - - - - - - - - - - - / J �� STREETLIGHT _ — — // - - EXISTING E. HADLER DR. FUTU - - - - - - - - - - - - - - - - - - - - - - - - - - REE - HADLER OR 17 EXISTING TYPE II , , t II EXISTING TYPE II STREET LIGHT EXISTING TYPE I III STREET LIGHT \ EXISTING TYPE II 1 STREET LIGHT // STREET LIGHT III 1 2 3 4 5 6 7 8 9 10 � \ // I FUTURE HADLER FUTURE TYPE II I III 12 13 14 15 16 17 18 19 20 z SUBDIVISION STREET LIGHT iwm III ill \ - � ( III wlll 1 1 � ISTE�,��r 2s 27 2s 19 w BLOCK 3 I I III III / o FUTURE HADLER FUTURE HADLER Y0 III /� ��� \ — _ _ _ _ \ - - - - - - - \ _\ �� _ - - / SUBDIVISION SUBDIVISION T� OF ��� - - - \ B 4 I I — — — —_ — _ _ _ — — — — -�� — —\_ / 1 \ / / L 25K 29 30 31 32 33 34 35 36 37 38 39 �J�MIN P. w X III `EXISTING TYPE II - - - - - - - - - - � / /i / \ \ 1 EXISTING HADLER EXISTING HADLER \ / STREET LIGHT — \� 21 III III SUBDIVISION N0.1 �� SUBDIVISION NO.1 //� 1 / ��` /• ` EXISTING HADLER C SUBDIVISION NO.1 ( 1\ -- - -- -- -- -- -- -- -- - - - \ � INSTALL TYPE II / - - - - EG - - - - - EG - - - - - EG — — — owc � � BLOCK 1 / �. � \ y�� // � � �J)� STREETLIGHT / / AEG — EG - - - - - — EG — EG / 22 \ / / ( (\ I `J f // / :.. 24 / / EG EG CC O } \ EG EG EG Z C_ m J ` � / / 22 / / / / / - \ O Z G — 1 43 42 41 40 39 38 37 36 35 34 33 32 31 — / / / EG/ W z z � oz EXIST.TEMPORARY = — 23 30 o J - - - - I I / 23 / 23 / / o o z ACCESS RD. 29 AIL./ / / o zo TO BE REMOVED __ -- _ I; p _INSTALL TYPE II Q w qq' STREET LIGHT,TYP. INSTALL TYPE II 28 22 / /�� / LU w L Y4 STREET LIGHT 27 „ �V/ / a o z Cn 1 ' EXISTING TYPE \ :: , E , ; r kr cc CD o STREET LIGHT :, ... r. ., , , f ., i / C / = Z \ — — — — — E.OVERT DR. — — — — — — — _ 2s / m 25 / 21 // N w a.. LU 25 i r \ 4 20 LU w INSTALL TYPE II / / / / co _ I T. 27 STREET LIGHT / / "� `" ~ INSTALL TYPE II Lj ~ z 26 STREET LIGHT W J � � BLOCK 1 uai BLOCK INSTALL TYPE II w ( ' 18 BLOCK 1 29 30 31 32 33 34 35 36 37 H 1 2 3 4 5 6 STREET LIGHT w I; 28 H 7 -- 8 17 II - - - - - - - - — — — — s N — — EG — — - EG — EG EG - EG - — EG — - EG ■ O _ — EG 10 1 s EG - EG EG EG EG EG - EG EG EG � � \ \ 12 / \ \ C \ \ �� 13 14 / Q 15 / � E. LAKE HAZEL ROAD Q \ / / Z CD _ Q LU � cc LLI W G I1J � C* C/O W y STREET LIGHT PLAN SCALE: 1" = 60'-0"HORIZONTAL H W 0 90 60 30 0 60 120 0 0 NOR HORIZONTAL SCALE IN FEET H 0 CITY OF MERIDIAN SPECIFICATIONS E.VIA Qi ROBERTO LN. — — STREET LIGHT NOTES LIGHTING PLAN LEGEND �■ �■ 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN = .� ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC,THE o Existing Type I Street Light MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND r THE NATIONAL ELECTRIC CODE. Know What's below. • , 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR Existing Type II Street Light Call before you dig. TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT PROJECT SITE HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO PROJECT NO. 24-1029-HAD OPEN A PERMIT AND REQUEST INSPECTIONS. \�IL/ CALL 2 BUSINESS DAYS IN ADVANCE BEFORE HADL R SUBD. N0. 2 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE \ City Of Meridian Type I Street Light YOU DIG,GRADE,OR EXCAVATE FOR THE ❑ DWG FILE C.900 BASE REINFORCING, BEDDING, BACKFILL,AND FOR THE POLE AND 1 MARKING OF UNDERGROUND UTILITIES. ■ _ DESIGNED BY BT ASSOCIATED WIRING. DRAWN BY JTA 4. STREET LIGHT BASES SHALL BE LOCATED 1 O' MIN. FROM TREES,5' City Of Meridian Type II Street Light MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS. CHECKED BY BT 5. KEEP ACCURATE NOTES OF CONDUIT,JUNCTION BOX LOCATIONS. NOTE ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO ISSUE DATE 12/02/24 THE STREET LIGHTING ELECTRICAL PERMIT,OR SUBMIT A HARD Electrical Transformer THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL HORIZ.SCALE AS SHOWN COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF E. C LU BIA ROAD 6. REQUESTING E CITY INSPECTION. NSPEC ZONATION AND UTILITY COORDINATOR O PREPARATION.THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR VERT. SCALE AS SHOWN Electrical Service Box ERRORS OR DEFICIENCIES IN THE DESIGN.ALL VARIANCES FROM ACHD POLICY SHALL BE (208)898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, APPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT. ■ O 0 OR TO ACCESS LOCKED METER PEDESTALS. SHEET 16 OF 16 DACivil Innovations Projects\2024\24-1 029-HAD LER NO.2\200-Construction Drawings\205-Construction\24-1029-HADLER NO.2-C.900(STREET LIGHT PLAN).dwg NOT APPROVED F 0 R CONSTRUCTION