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HomeMy WebLinkAboutConstruction Drawings Plat Showing HdleTSjVjjD N . IdS0o A Portion of Lot 1 , Block 1 , Rescue Ranch Subdivision, Situated in the Northwest Quarter of the Southwest Quarter of Section 5, Township 2 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho: C, 2024 LS 5721 NiM CP&F . Apex Southeast 2021 175706 Subdivision No. 3 .vt S.6 S.5 Point of Beginning E. Via Roberto Ln. S89'52'50"E 1191.08' i N E. Via Roberto Ln. " � S89'S2 50 E 1/4 427.08' L1 1 Block 1 1 Block 2 10 40 160 I Q 37' O 0 20 80 240 ao I 15 14 13 12 11 10 9 8 7 6 5 4 3 2 m 2 3 4 5 6 7 8 9 10 11 12 13 � Scale: 1" = 80' 0 vi Legend I O 16 p O Found 1/2" Iron Pin, "PLS 7729" C4 ;.� E. Hadler Dr. v rn h Found Aluminum Cap Monument rn in m N 17 Set 5/8" x 24" Iron Pin moo, m C. with Plastic Cap, "ISG PLS 11334" m 31 +� N 18 1 2 2 4 5 6 7 8 9 10 11 12 13 GRescue Ranch l Lot Number o � O O O O O O O O Subdivision Subdivision Boundary Line a p0 I J O 1 g Q Block 3 U V Right—of—Way Line Z i N Z S Lot Line C Section Line 21 vi �6H6S �� ———————— Match Line 22 L7 N89'52'36"W 518.87'00 23 Rescue Ranch oR 37' Subdivision N1M ?OS 92' �N N891512'50"W 131.58 L9 m�m 'o L10 NlN o ro I I I Reference Documents: CP&F Inst. No.'s: 2021-175706, 201 8-0551 72. I Notes Easement Notes Deed Inst. No.'s: 2021-086166, 113058553. ROS Inst. No.'s: 2136, 1809. 1. This development recognizes Idaho Code, Title 22, Chapter 45 Right to 1. No easement created hereon shall preclude the construction and maintenance of hard—surfaced Subdivisions: Laredo Estates, Rescue Ranch, Apex Southeast No. 3. Farm Act, section 22-4503, which states "No agricultural operation, driveways, landscaping (except trees), parking, or other such non—permanent improvements. $.6 $.5 agricultural facility or expansion thereof shall be or become a nuisance, private or public, by any changed conditions in or about the 2. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from, surrounding nonagricultural activities after it has been in operation for unless otherwise noted. Surveyor's Narrative: S.7 S.8 more than one (1) year, when the operation, facility or expansion was LS 5082 not nuisance the time it began or was constructed. The provisions of 3. All common lots are subject to a blanket public utility, lot drainage, and pressure irrigation The purpose of this survey is to subdivide the CP&F#: this section shall not apply when nuisance results from the improper easement. property shown hereon. The existing 2018-055172 or negligent operation of an agricultural operation, agricultural facility monuments for Lot 1, Block 1, Rescue Ranch or expansion thereof." 4. Lot 16, Block 1 shall be subject to an access easement in favor of Lots 13, 14, and 15, Block 1. Line Table — This Sheet Subdivision were found to match record and a were accepted. 1 3 4 Line Bearing Length The bearing system is not a projection, it is U' O 2. Irrigation water will be provided by the Boise—Kuna Irrigation District in 5. A ten (10) foot wide permanent public utilities, lot drainage and pressure irrigation easement is g � p � � 2f ����i`�.Z compliance with Idaho code section 31-3805(1)(b). All lots within this hereby designated along all lot lines common to a public right—of—way and rear lot line. A three based on a one—step transformation of 9� �x �Q- subdivision will be entitled to water rights, and will be obligated for 3 foot wide permanent public utilities, lot drainage and pressure irrigation easement easement is L1 S89'52 50 E 37.00 WGS84 to fit the Basis of Bearing. '�j O 9 g herebydesignatedp 9 p g p g L2 N89'52 50 W 41.14 The convergence angle at the west cy46L S.16 � assessments from the Boise—Kuna Irrigation District. hereb along the sides of interior lot lines. The above easements are as shown on � this plat. quarter—section corner is —0'25'54". 3. Any re—subdivision of this plat shall comply with the applicable L3 S45'07'10"W 21.21' regulations in effect at the time of the re—subdivision. 6. Portions of Lot 11, Block 3 are servient to and contain the Ada County Highway District storm water drainage system. This lot Is encumbered by that certain First Amended Master Perpetual L4 S00'07-10"W 45.97' 4. Minimum building setbacks shall be in accordance with the applicable Storm Water Drainage Easement recorded on November 10, 2015 as Instrument No. 2015-103256, zoning and subdivision regulations at the time of issuance of individual official records of Ada County, and incorporated herein by this reference as if set forth in full L5 N65-44-55"W 41.00' building permits, or as specifically approved and/or required, or as (the "Master Easement"). The Master Easement and the Storm Water Drainage System are shown on this plat. dedicated to Ada County Highway District pursuant to Section 40-2302, Idaho Code. L6 S69-15-05"W 14.14' 5. Direct lot access to S. Locust Grove Rd. and E. Via Roberto Ln. is 7. An existing fifteen (15) foot wide City of Meridian sewer easement on the south side of the north L7 S45'07'24"W 11.31' prohibited. subdivision boundary per Rescue Ranch Subdivision. L8 S00'0724- "W 62.50 Curve Table — This Sheet 6. are common lots which shall be owned and maintained by the Hadler Lots 1 and 16, Block 1; Lots 1 and 11, Block 2; and Lot 11, Block 3 8. An existing forty (40) foot wide drainage easement per the Plat of Laredo Estates Subdivision. L9 N89'52'50"W 56.00' Curve Length Radius Delta Chord Bearing Chord Length Subdivision Homeowner's Association. 9. An existing ten (10) foot wide utility easement for Idaho Power, Instrument Number 9290249. L10 S00'07'10"W 2.49' C1 50.75' 120.50' 24'07'55" S12'11'07"W 50.38' 10. An existing City of Meridian water easement, Instrument Number 11. An existing City of Meridian sanitary sewer and water easement, Instrument Number 12. An existing twelve (12) foot ACHD permanent easement, Instrument Number 13. Lot 23, Block 1 is subject to a temporary blanket ACHD access easement, Instrument Number No building permit will be issued for this lot until the access road is no longer Book Page required and the easement is vacated or released by ACHD. /� 14. See Instrument Number for ACHD License Agreement. I DAHO 9955 W. EMERALD ST. BOISE, IDAHO 83704 Job No. 23-121 SURVEY (208) 846-8570 Sheet 1 Of 5 GROUP, LLC WWW.IDAHOSURVEY.COM P:\Hadler Subdivision 1 23-121\dwg\P1at\23121 PLAT — MODIFIED — 012924.dwg 3/13/2024 7:10:06 AM H 1 � 1II11N . 1 °'V ad e Subd v s o o I 1 � m IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Apex Southeast - - -r- - - N E. Via Roberto Ln. N Subdivision No. 3 Point of Beginning Additional Right-of-Way • J L S89 52 50 E 1191.08 • Reset 1/2" Iron Pin "PLS 7729". as Shown. N to L27 » iv 654.90' 536.18' • S89'52 50 E _ _ _ _____ __ _ ___ _ •- - - - - - - - - - - -- - - - - -- - - - - - - -- - - - - - - -- --597.36-- - - - - -- - - -- - - -- - - ---- --- - - - -- -- - ---- - - - - - o - - _ _ ___ _ _ i y�,/, ,---------------------------- 1 Block 1 ---- - -------------------------1,� --- --- - N /, �------------------- S89'S2'S0" 543.39' ----------------� g - -1- 1' ' -35.04' -38.00'- -38.00' -43.00'- -43.00'- -43.00'- 43.00'- -38.00'. -38.00'- -38.00' -38.00'- 38.00' -38.00'- 32.35' (� - �� r-------, r-------� r---------7 r----------I r----------i r----------i r--------1 r-------7 r-� 7--------1 r-------7 r-------7 I I I I I I I I I I I I I I I I I I I I I I I I I I I~3 I I I I I I 10 3 O I I , I I I I I I I I I I I I I I I I I I 3'�I I I I I I I I = I � I�3.0 I I I I I I I I I I I I I I I I I I I I I I I 1 O o � 5 20 80 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 r` Q 0 10 40 120 O . O O = I _ 1 _ . s I _ 1 - . _ 1 O O 3 i� in o o a o 0 o p o 0 0 0 0 0 o p o 0 0 0 0 3 0, p Y I x v o ►� 15 1� 14 13 0 n is 0 n o o o � o O 0 C) o •- o o 0 0 o v 3 Pr P O .0r 12 PO 11 Po 10 0o U9 0o O oo O oo U6 0o O o0 O oo 60 p m ^ Scale: 1" = 40' ° I I� O °� O Os p °� p 0 p 0 p 0 p p p p p p O p p p O p p p O N 41 0 I 0 I N 1 O O O O O O O O p O p O> d O . '0 I I I I I (n I N I fn I N I to I to I V) I cn I fn I V) I p 0 10 to I I I I I I I I I I I I I I I I I { 1 I I I I I I I I I 40.5' I 40.5' I p I I I I I I I I I I I I I I I I I I I I I I I I I I N I I I I I I I , 1 1 1 1 1 1 1 1 I I 1 1 01 I I I I I I I I $1' I i I I I I 1 1 5.01 I I I I 11 1 I I I 11 I I 1 1 I I 1 1 1 1 J L_______J L___-___J I I I I I I I I I I I I I I QQ C9 �� L--------J L--------J L--------J L-------J L_.------J L------JJ L-------J L-------J L-------J L--------J � - 45.00'- - - 38.00'- 38.00' - I 43.00' 43.00' 43.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 40.35' b S89'52'S0"E 121.00' O o� 10'I-- Clf S89-52'50"E 405.36' 1 Lead 12' I-- r7 � 16 "� G� c N S89-52-50"E 04 _ _ _ _ _ _ - 451.35' - _ _ N _ - O Found 1/2" Iron Pin, "PLS 7729" - _ �- - -�- - - - - - t - " - - - - - - Set 1/2" x 24" Iron Pin --- ---96.96'--------1 13 E. Hadler Dr. S89'52 50 E 987.53 " » 1 1 � c with Plastic Cap, ISG PLS 11334 o i '° 17 i Gti N S8952'50"E 56.50' N S85 53'23»E a Set 5/8" x 24" Iron Pin " O / G'S C5 28.50' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 43.10' 98.36' • with Plastic Cap, ISG PLS 11334 C) -----1 r--------7 r--------7 r--------7 r--------� r---------1 r------ 7 r--------1 r--------1 r-------- Set 1/2" x 24" Iron Pin � M j � " bt I I T I I I I I I � r ® a. » i`` I L------S89'52 50 E------J G 1 I I I I I I I I 1 1 1 1 I I 1 1 I I i i with Plastic Cap, ESMT' ISG PLS 11334 r--------100.00'---------1 1 II II II II II II II II II I 3 I I 3, � I I I I II II I I 1 Lot Number O I1--10' I 1 I I I I I I I I I I I I I I I I I I 1 d o 1 I 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 I 3 I Subdivision Boundary Line 3 3 I M M I 18 I O O s c e c p { �! c, o o � o 0 0 0 0 0 0 Right-of-Way Line N I 1 I M I O .- O O .- O O .- O O O O O O '- O O 0 O r, O O .- O O P O I ,•� I I P000 0 1 0 0 2 00 2 0 0 4 00 5 0o g o ® 7 0 $ oC:i g o • 1p P00 11 1 O O o �40 �------S89'52'50"E------� I oo o o - o - o o o o o o o i - - Centerline -i ' o N I Block 3 vpi 1 (n i En i voi i Cn i vpi i N i voi i Cn i rn p p O r--------100.00--------� I 0 z I 1 1 1 1 I I I I I I I I I I I I I I I I I I I Block 3 I N y l� o I I I I I I I I I I I I I i I I I I I I I i I Lot Line P o I I D I I I I I I I I I I I I I I I I I I I I I o 00 1 19 1 q I I I I I I I 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 ______________ Public Utilities, Pressure Irrigation and Lot O ►� 1 1 0 l I I I I I I I I I I I I I I I I I I t En 1 I "O �� I I 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 �� Drainage Easement Line (Easement Note 5) 1 1 I J L________J L______L_J L--------J L--------J L--------J L______- Sewer Easement Line (Easement Note 7) i ------S89'52'S0"E------J 35.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 35.00' �O --------- ' - m I N N ?� 100.00-------- b i i Q I °�° S89'52'50"E 398.01T - - Drainage Easement Line (Easement Note 8) O N M I 20 1 0 of .t 3 3 _ - -_- Idaho Power Easement Line I I M N CIO O (Easement Note 9) I L------S89'52'50"E---- --� 3 NI o _ _ _ - - _ _ Meridian Sewer and Water Easement Line o P (Easement Note 11) r--------100.00'--------� 00 00 - - - - - - - - - - - - -- - - - - - 1 i o 1 1 0^ (n ( /i _ - - - - _ ACHD Permanent Easement Line o 00 1 (Easement Note 12) r7I 21 1 rn 0) / ACHD Storm Drain Easement Area L------S89'52'50"E------j 1 S89052'36"E 272.50' �_1 - _ _ _ ����1 (Easement Note 6) _____� - - -- - - - - - -L_( 1-L tom_. - r--------100.00'--- -------- Matchline o 1 i N89-52-36"W 518.87' 22 i 0 Rescue Ranch 1 100 41 Subdivision IM ------s8s•52'So"E-------JI 20.5' ; 20.5' Line Table - This Sheet Curve Table - This Sheet ---------100.00'--------i - 3 I m Line Bearing Length Curve Length Radius Delta Chord Bearing Chord Length I N 0 1 Block 1 I I 1 -000 1 23 I Ui o r- L7 S45'07,24»W 11.31. C2 78.54, 50.00, 90'00,00» S45'0710»W 70.71 M I I M 110 P 2 O L9 N89'52'50"W 56.00' C3 46.34' 29.50' 90'00'00" S45'07'10"W 41.72' 9 20.50 20.50'258' --------100.00'--------J N89'52'50"W 131.58' 5 Li S00'07'10"W 2.49' C4 31.18' 29.50 60'33'33" S30'23'56"W 29.75' hp 10 L11 S44'52'50"E 21.21' C5 15.16' 29.50' 29'26'27" S75'23'56"W 14.99' 1 L13 S45'0710 W 24.04 C6 94.97 40.00 136'01 46 S45.0710 W 74.18 A L15 S44'52'50"E 11.31' C7 28.16' 40.00' 40'20'24" S02'43'31"E 27.58' cn� g�/�O w o L20 S45'07'10"W 11.31' C8 36.28' 40.00' 51'57'58" S43'25'40"W 35.05' OF���P�5 dI� L21 S44'52'50"E 11.31' C9 30.52' 40.00' 43'43'24" N88'43'39"W 29.79' c'ygEL S. 6y� cn L22 S45'00 00 W 14.11 C10 8.44 21.00 23'00 53 S11'2317 E 8.38 C11 8.44' 21.00' 23'00'53" N78'22'24"W 8.38' Easement Line Table - This Sheet See Sheet 1 for Notes & Easement Notes. Una Bearing Length L25 SOo'04'42"E 51.72' Book Page L26 N44'26'07"E 57.04' L27 S89'52'50"E 632.11' IDAHO 9955 W. EMERALD ST. BOISE, IDAHO 83704 Job No. 23-121 SURVEY (208)846-8570 P:\Hadler Subdivision 1 23-121\dwg\P1at\23121 PLAT - MODIFIED - 012924.dwg 3/13/2024 7:10:14 AM Sheet 2 Of 5 GROUP, LLC WWW.IDAHOSURVEY.COM Had Subdivision e 1 rNo. 1 �° N1 .1 - - - �--- - - - - - - - - - - - - -- - - - - - - - - - - - - J L m E. Via Roberto Ln. Apex Southeast S a r a Subdivision No. 3 l S89'52'50"E 1191.08' Additional Right-of-Way in 536.18' 14 S89'52'50"E 12.00' -- -' :o - - - -�� - - -- - - -- -- - - - - - ---- - - T - - -- - - -- - -480.68-- - - - -- -- - - - - - - - - - - - - - - -- - -- - 0 It �� ui �, 1O Block 2 i-20' N - S89'S2'5 "E 467.71' Iq _1 - lb_ 33.03 -38.00 - 38.00 38.00- 38.00 -38.00- 38.00- -38.00- -44.00- .39.68- - 44.00 -41.00 -----, ------- -------� r�------� r- ----, r-------, r------- -------� r---------� I r---------i r--------1 5 20 80 . I I I I O ( I I I 13 I I I I I I I I I I 120 I I I I 0 10 40 120 10 3 QYp I t3 O 1 OOaO : OOO OO i s 1Oa I I m e I I I I 3, 3' I 3 O 1 I I I I I I O 1 I 1 III LOO 0 3 Scale: 1 4 Oo O O OOD O O O O O O O O ^ O ^ ^ ^ O O OCn O n O � 0 O O � O O O � O Om h O � O O a O O O 0) O ) O O O O O O O O rn N O �j I I I I I I 0I I OI I OI I I I 0I I I I O II O ID !n N N n 40.5' I II III 3O I I I I I I o I I I I 81' II II II tI lI lI II I II II II {I °O 1 0 --------J L-------J L-------J J L-------J L--- ---J L-------J L-------JL---------J L---------J L---- - J � O L 0 41.00' 38.00' 38.00' 38.00' 38.00' 38,00' 38.00' 38.00' 44.00' 39.68' 44.00' 41.00' N Legend 1 S89'52'50"E 478.68' 14 IF b Set 1/2" x 24" Iron Pin iA Mi �i M with Plastic Cap, "ISG PLS 11334" _ _ _N_I _ _ _ _ _ _ _ _ 459.54_' _ _ _ _ _ _ _ _ _ _ 76.64' N N Set 5/8" x 24" Iron Pin 1* S89'52'50"E 987.53' t ]C'-)4 with Plastic Cap, "ISG PLS 11334" E. Hadler Dr. 3 ;� Set 1/2" x 24" Iron Pin NS89' 2'50"E 475.89' N ® with Plastic Cap, "'ESMT' ISG PLS 11334" 43.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00, 43.00' ol LZ Lot Number r--------- - ------- O T Subdivision Boundar y Line3 I I IF -3' 3 20.5' 20.5' Right-of-Way Line 1 I O ^ 41'3 ! 3 I 3 1 3 1 3 1 3 1 I I I 3 O D = I = I = I = I = I 3 1 3 1 3 1 O D I� O J - - Centerline 0 = O O O O O O O ' O O i• O o o o r- o o .- o o o i• 0 0 .t 3 Rescue Ranch o °f 12 13 G ^ 15 16 17 r, O 18 P, O 19 0 20 0 I 4) Subdivision Lot Line o o o o o r o t; o r o r; o t: o Pressure Irrigation and Lot O j 0 O w O O O) a� O a) O U N I o f o f o f o f o f o f o f o f N = Public Utilities, g 1 N I N 1 1 N I N I U I N I N I i Drainage Easement Line (Easement Note 5) I I I I I I I I I I I I I I I I I I p - - - - - - Sewer Easement Line (Easement Note 7) I I I I O I I I I I I I I I I I I I �� I I I I •- I I I I I I I I I I I I �J U N/ zi Drainage Easement Line (Easement Note 8)J L-_-__-__J L------ -JI L--------- L--------- L--------J L--------J L--------J L------- V �', 35.00 41.00' 41.00' 41.00' 41.00' 41,00' 41.00' 41.00' 35.00' O'� ?O,S _____ _ Idaho Power Easement Line S89'52'50"E 357.00' �' ?0SO+ (Easement Note 9) _ _ _ Meridian Water Easement Line 0 �$ ...� - - (Easement Note 10) M �� �J T 7 / ACHD Storm Drain Easement Area N89°52'S0' W 23- - (Easement Note 6) h 16 ham' Jh ------ Matchline �• N6S. 11 � 0 hj Block 3 I`V h 01 n IW?ps 9?' s Line Table - This Sheet Line Bearing length a 1 ;;a L2 N89'52'50"W 41.14' L3 S45'07'10"W 21.21' �j OF L4 S00'07'10"W 45.97' ctigFL L5 N65'44'55"W 41.00' L6 S69'15'05"W 14.14' L12 S45'07'10"W 21.21' Curve Table - This Sheet L14 S44'52'50"E 24.04' Curve Length Radius Delta Chord Bearing Chord Length L16 S45'00'00"W 11.29' See Sheet 1 for Notes & Easement Notes. C1 50.75' 120.50' 24'07'55" S12*11'07"W 50.38' L17 S44'52'50"E 21.21' C12 42.1V 100.00' 24'07'S5" S12*11'07"W 41.81' Li S45'07'10"W 11.31' Book Page C13 33.48' 1 79.50' 24-07-55" S12'11'07"W 33.24' L19 N44'52'50"W 11.31' I D/� H O /"'�f-1 9955 W. EMERALD ST. BOISE, IDAHO 83704 Job No. 23-121 SURVEY (208)846-8570 Sheet 3 Of 5 GROUP LLC WWW.IDAHOSURVEY.COM P:\Nadler subdivision 1 23-121\dwg\P1at\23121 PLAT - MODIFIED - 012924.dwg 3/13/2024 7:10:18 AM Nadler Subdivision No. 1 Certificate Of Owners Certificate of Surveyor Know all men by these presents: that G20 LLC, an Idaho limited liability company, is the owner of the property described as I, Michael S. Byrns, do hereby certify that I am a Professional Land Surveyor follows: licensed by the State of Idaho, and that this plat as described in the To wit: Certificate of Owners and as shown on the attached plat is correct and was surveyed in accordance with Idaho Code relating to plats and surveys. A portion of Lot 1, Block 1, Rescue Ranch Subdivision (Book 106 of Plats at Pages 14734 to 14736, Records of Ada County, Idaho) situated in the northwest quarter of the southwest quarter of Section 5, Township 2 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho, and being more particularly described as follows: A Commencing at the west quarter—section corner of Section 5, Township 2 North, Range 1 East, Boise Meridian, which bears o N00'04'42"W, 2655.92 feet from the southwest corner of Section 5; °- 13 40 Thence S89'52'50"E, 37.00 feet along the north line of the southwest quarter of Section 5 to the northwest corner of Lot 1, Block 1, Rescue Ranch Subdivision, the POINT OF BEGINNING: �i of Thence continuing S89'52'50"E, 1191.08 feet along the north line of the southwest quarter and boundary of Lot 1; cygEL S.'b Thence S00'07'10"W, 178.50 feet; Thence N89'52'50"W, 41.14 feet; Thence S45'07'10"W, 21.21 feet; Thence S00'07'10"W, 45.97 feet; Thence 50.75 feet on a curve to the right having a radius of 120.50 feet, a central angle of 24'07'55", a chord bearing of S12'11'07"W, and a chord length of 50.38 feet; Thence on a non—tangent line, N65'44'55"W, 41.00 feet; Thence S24'15'05"W, 82.81 feet; Thence N65'44'55"W, 90.00 feet; Thence S69'15'05"W, 14.14 feet; Thence S24'15'05"W, 121.37 feet; Thence N68'53'16"W, 205.92 feet; Thence N89'5236"W, 518.87 feet; Thence S45'07'24"W, 11.31 feet; Thence S00'07'24"W, 62.50 feet; Thence N89'52'50"W, 56.00 feet; Thence S00'07'10"W, 2.49 feet; Thence N89'52'50"W, 131.58 feet to the east right—of—way line of S. Locust Grove Rd. and boundary of Lot 1; Thence N00'04'42"W, 425.73 feet along the east right—of—way line of S. Locust Grove Rd. and boundary of Lot 1 to the POINT OF BEGINNING. Acknowledgment The above—described parcel contains 9.74 acres, more or less. State of Idaho S.S. It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, County of Ada the public streets as shown on this plat. The easements indicated on said plat are not dedicated to the public, however, the right to use said easements is perpetually reserved for the installation of public utilities and for such other uses as designated This record was acknowledged before me on this day of 20 hereon, and no permanent structures other than for such utility purposes or such other uses are to be erected within the by Jim Conger, as Authorized Agent of G20 LLC, and Idaho limited liability company. limits of said easements. All lots in this plat will be eligible to receive water service from the City of Meridian, and the City of In witness whereof, I have hereunto set my hand and affixed my official seal the day and year Meridian has agreed in writing to serve all the lots in this Subdivision. in this certificate first above written. In witness whereof I have hereunto set my hand: My Commission Expires Notary Public, State Of Idaho Jim Conger, Authorized Agent, G20 LLC, an Idaho limited liability company. Book Page I DAHO 9955 W. EMERALD ST. SURVEY p� BOISE, IDAHO 83704 /C�/ Job No. 23-121 S R V C I (208) 846-8570 Sheet 4 Of 5 GROUP, LLC WWW.IDAHOSURVEY.COM P:\Nadler Subdivision 1 23-121\dwg\Plat\23121 PLAT — MODIFIED — 012924.dwg 1/30/2024 1:31:17 PM M1 111? N . 1 Ha lleT S u b di V s o 0 Health Certificate Certificate Of County Surveyor Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied according to I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that the letter to be read on file with the County Recorder or his agent listing the conditions of approval. I have checked this plat and that it complies with the State of Idaho Code relating to plats and Sanitary restrictions may be re—imposed, in accordance with Section 50-1326, Idaho Code, by the surveys. issuance of a certificate of disapproval. PLS , County Surveyor Date Central District Health Date Approval of Ada County Highway District Certificate of County Treasurer The foregoing plat was accepted and approved by the Board of Ada County Highway District I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the Commissioners on the day of 20 requirements of I.C.50-1308 do hereby certify that any and all current and/or delinquent county property taxes for the property included in this subdivision have been paid in full. This certification is valid for the next thirty (30) days only. President ACHD County Treasurer Date Approval of City Engineer County Recorder's Certificate I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve State of Idaho this plat. � ss. Instrument No. County of Ada I hereby certify that this instrument was filed at the request of PE at minutes past o'clock M., this day of 20 City Engineer Date in Book of Plats at Pages through Fee $ Approval of City Council I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho do hereby certify that at a meeting of the City Council held on the day of 20 this plat was duly accepted and approved. Deputy Ex—Officio Recorder City Clerk, Meridian, Idaho NP i 1334 Book Page �,9� o(F o0� IDAHO /C, �� 9955 W. EMERALD ST. tiAEL S.15 SURVEY BOISE, IDAHO 83704 Job No. 23-121 (208)846-8570 Sheet 5 Of 5 GROUP, LLC www.IDAHOSURVEY.COM P:�Hadler Subdivision 1 23-121�dwg�Plat�23121 PLAT — MODIFIED — 012924.dwg 1/30/2024 1:31:22 PM ❑_ 1 E. LAKE HAZEL ROAD HADLER SUBDIVISION NO . 1 NORTH MERIDIAN, IDAHO - 2024 Cj A PORTION OF LOT 1, BLOCK 1, RESCUE RANCH SUBDIVISION, LOCATED IN THE NW 1/4 OF THE SW 1/4 OF SECTION 5, LU - T.2N., R.1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO � c1 H n O `0i PROJECT SITE Z w 0 E.VIA HADLER SUBD. NO. 1 c~n N O° ROBERTO LN. o ti c o GENERAL CONSTRUCTION NOTES ROADWAY NOTES PRESSURE IRRIGATION NOTES \` ~ J °° co >g a 00 0 so o 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 ¢ U) LU •� 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 MERIDIAN DESIGN STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE REQUIREMENTS cu i o 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 El- CONTROLLING STANDARDS OR SPECIFICATIONS. PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) 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. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC. WILL BE ALLOWED UNLESS READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD. -------------- 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. N0.1. Cj 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.COLUMBIA ROAD = - - TO 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). oNAL 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,ISTE,� ` 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 ❑' Z PIPE; (B)PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D)PLACING OF ASPHALT PAVING. STORMWATER DESIGN GUIDELINES. 1 OF 15 C.100 TITLE SHEET AND CONSTRUCTION NOTES 2) IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALL 2 OF 15 C.200 STREET AND STORM DRAIN 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 15 C.201 STREET PLAN VIEW DETAILS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE 4 OF 15 C.202 STREET PROFILES RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 3) CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF PUBLIC WORKS INSPECTOR. 5 OF 15 C.300 GRADING PLAN �� OF �� ❑ CONSTRUCTION PLANS. A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 6 OF 15 C.400 SEWER PLAN AND PROFILE �f�1I N P S�O 7 OF 15 C.401 SEWER PLAN AND PROFILES 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 15 C.402 SEWER PLAN AND PROFILES PRIOR TO CONSTRUCTION. INSPECTOR,DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. STREET LIGHTING NOTES 9 OF 15 C.500 WATER PLAN 10 OF 15 C.600 PRESSURE IRRIGATION PLAN "' 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT 5) ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 11 OF 15 C.601 GRAVITY IRRIGATION PLAN AND PROFILE 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 LU LU12 OF 15 C.602 GRAVITY IRRIGATION PLAN AND PROFILE SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC,AND THE NATIONAL ELECTRIC CODE. CDz THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. SEWER NOTES 13 OF 15 C.700 STREET DETAILS zo =CL. CD Q m 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT 14 OF 15 C.701 STORM DRAIN DETAILS v- z > 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE = a CD1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS HTTPS:HCITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/TO OPEN A PERMIT AND REQUEST INSPECTIONS. 15 OF 15 C.800 SIGNAGE AND STRIPING PLAN LU z z RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR x o WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. LU o z SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES cc w > 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND o 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. o 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 E o � � �0�: LU w a 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 z BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA ENGINEER DEVELOPER SURVEYOR cc = o z N 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 o 0 0 0 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 Cn =) z 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 LU LU 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. occ 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 LU a o WASTEWATER RULES(IDAPA 58.01.16). EMAIL:BEN@CIVIL-INNOVATIONS.COM EMAIL:LAREN@CONGERGROUP.COM EMAIL:MBYRNS@IDAHOSURVEY.COM = � 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 STORMWATER DESIGN GUINT DELINES. DELINESILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD 4 BENCHMARK AND DATUM DATA BENCHMARK 1/4 CORNER COMMON TO SECTION 5 AND SECTION 6,T.2N., R.1 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) DATUM DATA r HORIZONTAL: NAD 83 (ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) VERTICAL: NAVD 88 6 Z Z w 0 O z z o CD STANDARD ABBREVIATIONS STREET PLAN LEGEND STREET AND STORM DRAIN PLAN LEGEND WATER PLAN LEGEND EXISTING UTILITY LEGEND z z ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line -- BOUNDARY LINE --a-W PROPOSED WATER LINE AND VALVE EXISTING SIGN 0 Q OU ABAN Abandon EVC End of Vertical Curve POC Point on Curve PROPOSED PEDESTRIAN RAMP p � DETACHED z ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature RIGHT-OF-WAY LINE WITH DETACHED SIDEWALK - W EXISTING WATER LINE AND VALVE EXISTING LIGHT POLE � AC Asphalt Concrete FG Finished Grade PP Power Pole CENTERLINE ATTACHED PROPOSED DOUBLE WATER METER SERVICE LINE = LLJ Q ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch Mw EXISTING MONITORING WELL w AH Ahead FL Flow Line PT Point of Tangency PROPERTY LOT LINE DETACHED E) PROPOSED SINGLE WATER METER SERVICE LINE y w ALT Alternate FTG Footing PVC Polyvinyl Chloride PROPOSED PEDESTRIAN RAMP EXISTING TELEPHONE RISER BC Beginning of Curve FS Finished Surface PVMT Pavement v ° PROPERTY LOT LINE(ZERO SETBACK) DETACHED EXISTING DOUBLE WATER METER SERVICE LINE WITH ATTACHED SIDEWALK w BCR Beginning of Curb Return GALV Galvanized R Radius EP EDGE OF PAVEMENT EXISTING SINGLE WATER METER SERVICE LINE ❑ EXISTING CABLE TV RISER w BK Back GB Grade Break RB Ribbon Curb W ~ BM Bench mark GIRR Gravity Irrigation RC Roll Curb 0+00.00 CENTERLINE STATIONING '^ PROPOSED FIRE HYDRANT ❑U EXISTING UNDERGROUND UTILITY BOX BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way ❑ ❑ PROPOSED CONCRETE VALLEY GUTTER G EXISTING GAS MARKER BW Back of Walk GM Gas Meter RL Roof Line PROPOSED VERTICAL CURB - EXISTING FIRE HYDRANT ❑ Q CB Catch Basin GR Grade RR Railroad PROPOSED ROLLED CURB ® PROPOSED CONCRETE THRUST BLOCK EXISTING POWER TRANSFORMER CF Curb Face HOPE High Density Polyethylene Fit Right PROPOSED SEEPAGE BED WITH cf Cubic Foot HORIZ Horizontal S Slope PROPOSED REVERSED VERTICAL CURB ° ° o MONITORING WELLS ® EXISTING CONCRETE THRUST BLOCK ❑ EXISTING POWER JUNCTION BOX ! CITY OF MERIDIAN SPECIFICATIONS CL Centerline HP High Point SB Seepage Bed PROPOSED REVERSED VERTICAL TO 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 o W EXISTING WATER MANHOLE �' 1 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 Square Foot feet PROPOSED DROP INLET SL SERVICE LENGTH v EXISTING IRRIGATION CONTROL VALVE BOX COORD Coordinate ISPWC Idaho Standards For Public SF S q (feet) 2645 PROPOSED CTV Cable Television Works Construction SG Sand and Grease Trap EXISTING DROP INLET Si SERVICE INVERT ELEVATION �v EXISTING PRESSURE IRRIGATION VALVE CY Cubic Yard L Length SP Signal Pole 2644 PROPOSED 1'CONTOUR 10 Know whm%below. DBL Double LB Pound SPRK Sprinkler 2645 EXISTING 5'CONTOUR SO PROPOSED STORM DRAIN LINE AND MANHOLE SS PROPOSED SEWER LINE AND STATION v r EXISTING POWER VAULT Call befM YOU dig. DI Drop Inlet LF Linear Foot SS Sanitary Sewer SD EXISTING STORM DRAIN LINE AND MANHOLE __0_SS PROPOSED SANITARY SEWER LINE AND MANHOLE ucP EXISTING UNDERGROUND POWER LINE DIA Diameter LP Low Point STA Station ----2644---- EXISTING 1'CONTOUR PROJECT NO. 21-0701-HAD DIP Ductile Iron Pipe LT Left STD Standard ��SS PROPOSED SANITARY SEWER LINE AND SERVICE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE DW Driveway MAINT Maintenance SW Sidewalk DRAINAGE SWALE cas EXISTING GAS LINE YOU DIG,GRADE,OR EXCAVATE FOR THE DWG FILE CA 00 SS EXISTING SEWER LINE AND MANHOLE DWG Drawing MH Manhole SY Square Yard GRAVITY IRRIGATION PLAN LEGEND MARKING OF UNDERGROUND UTILITIES. NMI 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 GIRR - EXISTING GRAVITY IRRGATION LINE PROPOSED STREET LIGHT 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 03/12/24 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 9 -� 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 --(n- PIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE APPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT. Col 00 SHEET 1 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.100(TITLE SHEET).dwg NOT APPROVED F 0 R CONSTRUCTION I I III III I - 2739.15 AC/LP III IIII 16+76.03, 0.00' - I 2738.83 EP/LP _ III I 16+76.03, 16.00' R SEE ENTRANCE DETAIL PLAN-SHEET C.201 - 2739.50 VC/GB � I 2738.96 VC/GB 2737.84 VC/LP 2739.43 VC/HP 2739.58 VC/GB 10+24.83, 47.90' L IIII 2741.48 LIP/GB 2739.16 FW/GB; III I 10+54.83, 18.00' L 12+36.79, 18.00' L 16+34.80, 18.00_L - - -- - 7+48.80, 18.00' L 1 � FUTURE APEX SOUTHEAST SUBD. N0. 3 FUTURE APEX SOUTHEAST SUBD. N0. 3 /rF 23+29.67, 16.00' L \ 2738.86 AC/GB 2737.74 AC/LP 2739.33 AC/HP 2739.48 AC/GB 2741.80 AC/GB 10+50.17 50.00'R WPIRR RR -PIRR PIRR PIRR PIRR PIRR PIR PIRR PIRR PIRR- PIRR PIRR PIRR PIRR 10+54.83, 0.00 12+36.79, 0.00' 16+34.80, 0.00' 17+48.80 0.00' 7, 0.00' 10+00.17,50.00'L I2738.96 VC/GB 2737.84 VC/LP 2739.01 EP/HP 2739.16 EP/GB2739.16 FW ® � VC/GB 10+00.14 4000'L 10+55.17, 18.00' R 12+36.79, 18.00' R 16+34.80, 16.00' R 17+48.80, 16.00' R 8.00' R 10+40.09,26.00R h ��3 -- �_ ---------- 2739.16 FW/GB �'o o 6� o o 00 o I o �1��/ o I o FUTURE E. VIA ROBERTO LANE o 0 0 o \ _ 10 00 0 0 0 o N o y +4 - - - a-+� - - _ +I - +i- - +�� +} - - - - rl - - - +I - - -+� - - ++ - ++ - _ -+i- - -N 10+10.17,40.00'L r \ T - - � - - - 10+40.13,36.03'R Ti 0.6% _ T r MATCH EXIST. r / r �� o0 o N N M N 1 ` ` ` o T 2736 _ 2�3�_ _ - N MATCH EXIST. N N V N 4,I - o _ 3:1 MAX. 0.4% 14�.- . _0_5%. _ . I \ 0.4% 3:1 MAX. 0.4% _ w 00 � T obertoLn. 10 I .5 - - - - - -- - - --_ . _ . - _. _ . - . . - . _ . _ . - . - . _ . - . _ . - . - . - . - . - - . I 14I I I r /I\ I I I . - . - . - . - . - . - . _ . - . - . - . _ . - . _ . - . - . _ . _ . _ - . - . - . _ . - . - . _ . _ . _ . _ . _ . - . _ . - . _ . O 00 �, 4 0 /��`p/ _--- _ _ _ _ _ _ _ _=2739= _ _ _ _ _ _ T2�4 U) , W •I. I r-'r r.G 1• '�1.521�- �1_ p -J ra_ --11.4%- r- �.- t7�---T.-1-- • rt �T -I -�T _-f-S r� r a S r / / - -�•-r-._ -S- C -- - _ I I r - i r c -'r°L. .- -, ° r r.T -1 r I- - I r I --•-s- �1. �-y--i ¢° -' 8 - - _ _ _ _ C'7 0 O 2738.98 EP - - - - - - _ - T. - 3 �, - GI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • ice.--a. .-.. __ _ 1 �� - 10+13.93, 29.54' L -2739.12 FW/GB _--2738_ _- -__�IR�= --2738.00 FW/GB---_ ___- - �Rr�-`- - _ -rls�-_ - -G2739.51 FW/GB- - - - - -� J - - --=2739.80 FW/GB_� --s�R - sI _ 00 - - EXISTING DRIVEWAY ��I I ' _ - - _ - ---- I 12738- - - - - - - - - - - - - 2741.65 FW 10+55.17,26.00'R 12+36.79,26.00'R 6 16+15.99,26.00'R 17+64.49,26.00'R _ - - 6 22+28.17,36.00,R _ _ oYc w (TO BE REMOVED) l! I 2739.30 BW/GB 2738.18 BW/GB 2739.69 BW/GB SG 1 - --- ---- - 2739.98 BW/GB - - ND 8. 00 END CONST. • 22+2817,26 'R III' 2738 - - 12+36.79,36.00'R PIT- "9R - _ _ _ IRR_ 16+15.99,36.00'R P - - DI 16- DI 1A - R 17+64.49,36.00 R RRR - - PIRR- - - -PIRR PIRR pIp E NST. _ - 2739- - PIRR RlRR - _ - - PIRR- - m Z 2739.09 EP 10+55.17,36.00'R - -2737 2738- I 77 2739.28 FW/GB 213g'` O w o 10+47.55, 28.81 L \ 2739.34 BW/GB m J J SEE KNUCKLE/DRIVEWAY/FIRE ACCESS ROAD 2739.24 FW/GB \ 11 _ - \ _ co r= al I ' m - - 16+36.49,26.00,R SB 1 a 17+47.49.26.00'R 2739.45 FW/GB I 10+10.17,50.00'L d v o DETAIL PLAN-SHEET C.201 BLOCK 1 ae } BLOCK 2 I o 1I I 10+50.13,36.00'R-__�4 ome J J r' _ -.11 10 9 8 7 6 5 4 2739.24 BW/GB 2 W �� 2739.28 BW/GB BLOCK 2 r 10+44.74,40.00'L- I n r o 1 16+36.49,36.00'R ±00 w o c\i o d 17+47.49,36.00 R\ \4 5 s 7 8 9 10 11 12 13 2739.63 BW/GB r r I- w MW o' FUTURE HADLER I `' o o C, r d J w v J w m w I m a vs MW,0° U') I \ �� w SEE ROADWAY INTERSECTION DETAIL PLAN-SHEET C.201 10+44.74,50.00'L I =I1 I / co c\f m + M c omo " c S o I m � ai 0 81' � ea � \\� � _ r li J 1 - I N CS N ems v m v � o v M 21.5' 8' 21.5' m \ a SUBDIVISION 1 1+00 I l i - c�0 ~ A N I I C'1 r o eo T o EG r o- w - v o C7 rn Ca 0 CD rn <.D o Ca 0� Ca 0 Ca o e�D T CD T / LO O O I Ca (n- CD T - - - -j 4-Ca T Iw I , + N oC ,tj M Itj T Ca I I 'I- --_z M v Ca I Ca v Ca Ca Ca Ca �n Ca ,n ca �n + °"' M c. °' ch eo ui OC 4 OC o- - p� o p� o p� o p� o m o p� o pp o O ee �* U'' ey Sri + oe oe oe oe oe ee oe oe oe ee m oe 2737.01 RC 2736.76 RC/HP ,n c0 v ai of 1 I / \ 1 Q' I LO co rn I� + � N In a0 O ti LO CM d1 O 00 iD i O O M O Lf) O a0 ^ N M (.O � O M O r- O O O O 0 o l I N II BCR=28' yea w N M I� t0 c? Q <G M M I� O N � (r� rn Cl) N M � T N I m M °O 1 / � M + M a. I I f0 d N O ao f0 a T I N O n m o , , r rn r M oo as r \ N a u1 n eo T o M oo + rn 1 1 ,� + + + + + + + + + + � M + 35+86.12, 16.50'L I 25+59.32,33.00 L i0 + + A O N + + ^ + r + + r + r + A + + Lo dp M + N M N °O r m r O N O N O M M M n O O 1 - III .�I I M + N + N N + + Mc0 �y (0 Mti co M ti coM MM MO) coO IN + MN n O / I I MM MM MM M M M M M IIcoN1+61.93,0.00 L N N II N II I 'n N N A N A N_ A N 5 n N A N n N A N N O N N I / A I r I I n M A M G r M A M ^ M I� M 3 M n A M I I END CONST. 4 tl N N N N N J N N N N N NCj IIII I ' BCR=33' N II N N - N \ N N N N N N I N N I/ / \\ I II I N 10 m . I II 11 2736.33 RC/GB/PRC '' r r \`p`- • -. r I ---- r 8 I r. - - II 13 25+36.51,19.46'L I o �I o \ �� \ o / \ I 11+81 o I I -' o h o SDMH 2A DI 2A I o o 0 0 o I o I o I -o- o 0 11 0 0 =1+22.75,0.00'L-...- ��i - - - - �IT1 N - \ co= ��� - --I-- 7 0+4 - - - +I 7 I- - N - E. HADLER DR. -�+,� - m �++ - - +� - - 10+00 1 ,�- -FUTU E III Id d 1 N f N T f N N f I m i f c� i y I c� m m Iy SDMH 2B DI 2B M f M RE LER DR. 2736.23 RC/GB/PC �j/ I \ HAD I IIII 25+29.02,14.53,L / III Ili ' I 6 I =1+11.51,0.00'L U r Ca Ca ea r i i 2736.21 RC ca ea CD I I -� BCR=28' d m rn 00 rn m w m rn m rn m rn m q m rn d d E, ]ca Ca Ca ea ea Ca ea Ca - - III II 1 \ c m NO a) o ,ao� NO alto 5 mo NO a, OI l a o a o 3 m m 3 d 00 � J Ln m (o m (fl m (fl 5 m � ee � oe � 4 12+ O a O G7 1. I­ p OO N O Mr u9N 1. M a? �_ m �n m �n Z O � O � � � � � M � co Ca I r � �4 o 25+25.75,13.91-L _ - - rn Ca m N m A o � A rn M r m m Mrs ca - 2739 v m co 2 12 2737.01 RC � � td O � r N N O M O � O L[') � N O \ I � w I � N M + M + M + M + M + M + M + M + � p G7 � r'� Ca -y - -COM ppo0 ON Coco ap0 I� � AM M � I n (fl =1+07.27,0.00'L 1� O A O A (0 �• I� �• r- -A ti r o A o A O un M v CD T oC ,n ,n M + co + M + co + M + M + 02 + M + oe O) I 00 CO M + T 'r? NN NN NN NN / N (V NN NN NN O (ri ,Ca r (O (O O V p� V I J N Lr Lr LN AN LM AM LM N 15 A � IO , m 35+86.12,16.50 R \ NM NM NM NM A NM Q -4 v END CONST. II 1 2736.18 RC/c6 1 NN\ CIO - - - - / O � ( O M ^ M CO (O - O o NM NM NM M + r' I M + /\ " rn o c6 aoo " cMo M + M + M + / \ w M 2737.34 RC/GB I + M + ��IAL - W -- 25+20.05,13.50'L_- - �• 2 3 N N M + M + i. O r O A r n �n 25 00- ° N N_ / 4 5 6 7 8 Sao � rn 1^ rn N MIN co N M12 13 14 15 is - 17 18 19 �� N M N M 39.00' 11 11.00' =1+00.00,0.00'L t / \ N N N N 10+48.50 I �� CIS TES l o I I 15 \ - - \ V / - \ / \ - - l � FUTURE HADLER O I 2736.05 RC 2737.75 RC/GB/PC 2737.75 RC/GB/PC � 2736.18 RC/GB/PC / SUBDIVISION 24+89.32 \ \ �� / 10+84.47 MW - 11+00 SDMH 2C �I �o � 10+84.47 'I o 19 ui 25+20.05 / q� ti ! 10.00' / 5 a 5 I BLO 8 wI I1) I 1 _ sG 2A 5 OF Iu „ III III VARIES i 2735.90 RC W PIRR - - - PIRR - PIRR PIRR PIRR PIRR PIRR PI PIRR - -PIRR PIRR PIRR PIRR PIRR S. CADENCE WAY PIRR - IN P c 'III 24+51.32 ni MW / S �113+00 m I I 20 2735.74 RC `�' ACHD STORM DRAIN $ T - - - 11 a a 1 11 �� 4' EASEMENT MW ° III )I I 24+13.32 - . . - . . - . . - . . _ . . L_ . . _ . . _ . . - . . - . . - . . - 2738.23RC/GB/PT 21�9, o rl I SG36 - . . - . . - . . 4'± III w 24'± I12'± I J PIRR PIR i SG 2B 9 / w JLU I 2735.63 RC/LP 1 2T 1 - ` 11+26.59,13.50'L - - -- END CONST.�I I/\\ STREET AND STORM DRAIN PLAN -23+85.50-- 24+00 N / w w a o I 21 I ACHD STORM DRAIN J� _ C) � 2735.67 RC SG 3A w �� 2738.23 RC/GB/PT o z 2739.636W/GB I I 11I i \ ° - . .1- . . - . . - . . _ . . - . . - . . - . . _ . . _ . . - . � . . - . . _ . . - . . -: 4' EASEMENT- I // / D_ o ,I I , \23+75.32 a m 25.0 I I r2 11+26.59,13.50,R i ' SCALE: 1" = 50'-0"HORIZONTAL o >_ a O° 13+82.66,50.00'L M CO ~ PIRR PIRR PIRR PIRR PIRR PIRR I PIRR PIRR l/r\J 00 END CONST. 75 50 25 0 50 100 -G - - z z I 2735.79 RC z 2735.63 RC/LP / x o z 2739.45 FW/GB I II 1 � BLOCK 1 b I 22 23+47.32 23+85.50 / I ' \� \U �_i / w o 13+82.66,40.00 L J i it i CIVIL INNOVATIONS _ EG- 2735.60FS/EP/PT I /RR C �_, /. NORTH- z N �� I P�� Z `-' / / HORIZONTAL SCALE IN FEET o �' c� I "a� 23+42.32 12 2735.77 FS - / / o 0 0 2-1 z �� _ ' FUTURE HADLER i - JHo - - - I o� o� N O _ 23+01.81,11.50 L _ a w 1114+Qo ! r r _ _ 2735.98 RC- _ \ Pigq\� / qr. / / a o� z w a 12131� � SUBDIVISION � / � � o w > � I EPeI �I FUTURE HADLER �� / / / / z oc w °C o T 10 1 8 -�I I +� I I + 23+01.81,13.50'R SUBDIVISION r _ \ \ //� 2j / �� / CONSTRUCTION KEY NOTES Q o z w LU INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD-712A,AND TACTILE o U) I I aiRq / / / 1 LU LU 3+00 �\ I � / � � / / � / / � WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. z m � r INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD 712H, 8 �'��I r3_j00_ I / / � AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. � z � 00 \ / / I 9 I \ a ° / / INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL o T III IIII o o o o I - _ _ P/RR Q / /� ° SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. w = o G�7 O m 0 W O m 0 W O \ \ / 2 O v l o III' v o v o v o Ca o I \ / c / ® INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. ~ ?' z a T I, a T a T a N a (V o J f o 1 d f o o f Z ca poll a o -COca-M (o I o 0 0 10+00 0 0 o FUTURE HADLER / / / W r oo A ao r oo T r- CO I� + - !+ -/E+ r - + - -FUTURE E. OVERT DR. + _ Q N I ,�, � - \ N / T� o rn oo v SUBDIVISION / / IIII c�h' + w N M + M + M "'\ / / / INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709. III NIOT IIII N O N O I15+00 III ^ - _ - T \ '- _ - \ , i �� / // / © INSTALL 10'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD 709.T,I� '` J \ \ / // ° I % a / /� / INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWC 2737_ / �I J / SD-707,MODIFIED.SEE DETAIL ON DETAIL SHEET. III j -SEE TEMPORARY ACCESS ROAD ! / / - ��� rq / �/ / // $ INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE N IIII A DETAIL PLAN-SHEET C.201 w - - - ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A 00 w ¢ INSTALL TYPE III BARRICADE AND SIGN"STREET TO BE EXTENDED IN THE IIII W I FUTURE RETAINING WALL -�J _ - - - - r � � - - � - - � � ° /�� 9 FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS L`j �e / DECALS PER ACHD SUPPLEMENTAL SD-1132B. ■ IIII `n - - - - - - - - - - _ FUTURE HADLER - ` ~ \ o y / a / / 1 O REMOVE EXISTING BARRICADES(IF APPLICABLE)AND SAWCUT 2 FEET O I III \ FUTURE HADLER SUBDIVISION �; i IIII I ILR SUBDIVISION - - - - 11+00 - '� / / / MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD N I - / y / // SUPPLEMENTAL SD-303 AND SD-806. Z I -1I I I _ I \ / -2740 - / / // °� / INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC SD-701A f Ia PIRR PIRR PIRR PIRR PIRR PIRR PIR"= -fl-T-- - PIRR PIRR PIRR / 11 LLECTORROADWAY-8 HIGHCU� +20.50 - - - - - \ O Q (CO CURB). 16T00 III ��� - - - \ \ '' '--�� \ INSTALL CURB TERMINUS PER ISPWC SD-707. . ( L - - - - - - - - - - EG \ 4 / / O Z El - - - - - EG - - - - - EG - - - - - EG - - EG - - EG - - ec- - - - - - - - E� - - - Ec - - _-_-_2740-1 INSTALL BOLLARDS WITH A HEAVY DUTY CHAIN AND A KNOX PADLOCK y = Q w 2�3 EG R INSTALLED PER IFC 312. Q IY c0 9� EG - - - - R e/ I EG EG EG EG EG EG �_E>_ EG EG EG -\ EG \ � _ _ _ ° \ INSTALL 14'WIDE CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER M - - - - - - - - - \ - - - ec /// 9 14 ACHD SUPPLEMENTAL SD-710C(6"THICK CONCRETE-SEE NOTE E). _ 2738 - - P - - - - OHP - - - - - OHP - - - - - OHP - - - - - OHP - - - -� OHP OHP \ fG \ I \ \\ /'iqq /`�" l� Q O INSTALL 19'9"LONG x 4'6"WIDE MAILBOX PAD. � -2141 \� �� / �/ /� O o S. LOCUST GROVE ROAD E. VIA ROBERTO LN. SIDEWALK ELEVATION TABLE y C LLJ w 2 STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA STREET AND STORM DRAIN DATA SIDEWALK ELEVATION TABLE CROWN SOUTH BW CROWN SOUTH BW SEEPAGE BED NO. 1 3SEEPAGE BED NO.2 4SEEPAGE BED NO.3 CL STA. ELEV. ELEV. CL STA. ELEV. ELEV. W CL STA. CROWN EAST BW .■■1 DI 1A DI 1B DI 2A DI 2B (DOUBLE INLETS) SDMH 2A SDMH 2B DI 3A(DOUBLE INLETS) DI 3B ELEV. ELEV. 10+40.13 2739.01 2739.16 16+15.99 2739.25 2739.69 Q CLSTA.10+59.50,25.50,LT,S.PEAK AVE. CLSTA.10+59.50,25.50,FIT,S.PEAK AVE. CLSTA.35+44.49,16.50,LT,E.HADLER DR. CLSTA.35+44.49,16.50,FIT,E.HADLER DR. CLSTA.35+44.49,8.67,FIT,E.HADLER DR. CLSTA.35+01.99,8.67,FIT,E.HADLER DR. CLSTA.23+85.50,13.50,LT,S.ZENITH AVE. CLSTA.23+85.50,13.50,LT,S.ZENITH AVE. DROP INLET,ACHD SUPPLEMENTAL DROP INLET,ACHD SUPPLEMENTAL DROP INLET,ACHD SUPPLEMENTAL DROP INLET,ACHD SUPPLEMENTAL SHALLOW MANHOLE TYPE 1 -RAISED INVERT, CLSTA.10+08.67,7.50,RT,S.CADENCE WAY DROP INLET,ACHD SUPPLEMENTAL DROP INLET,ACHD SUPPLEMENTAL 10+00.17 2739.42 2739.16 10+50.13 2738.91 2739.34 16+36.49 2739.32 2739.24 Q DRAWING SD-601,TYPE I DRAWING SD-601,TYPE I DRAWING SD-604A,TYPE IV DRAWING SD-604A,TYPE IV ISPWC DWG.SD-615A SHALLOW MANHOLE TYPE 1-RAISED INVERT, DRAWING SD-604A,TYPE IV DRAWING SD-604A,TYPE IV TOP OF CURB=2738.80 TOP OF CURB=2738.80 TOP OF CURB=2736.84 TOP OF CURB=2736.84 RIM=2736.75(MATCH FINISHED SURFACE) ISPWC DWG.SD-615A TOP OF CURB=2735.63 TOP OF CURB=2735.63 10+10.17 2739.45 2739.34 10+55.17 2738.86 2739.30 17+47.49 2739.47 2739.28 12"INV OUT(W)=2735.30 12"INV IN(E)=2734.80 12"INV OUT(S)=2733.59 12"INV IN(E)=2733.59(2ND INLET PIPE) 12"INV IN(N)=2733.40 RIM=2736.96(MATCH FINISHED SURFACE) 12"INV IN(N) =2732.38(2ND INLET PIPE) 12"INV IN(W)=2732.13 INSTALL 47.34 LF 12"PVC(SDR-35) 12"INV OUT(W)=2734.80 INSTALL 21.34 LF 12"PVC(SDR-35) 12"INV OUT(N)=2733.59 12"INV IN(S)=2733.40 15"INV IN(E)=2733.18 12"INV OUT(E)=2732.38 12"INV OUT(E)=2732.13 10+44.74 2739.49 2739.63 11+00.00 2738.58 2739.02 17+48.80 2739.48 2739.33 @ 1.06%TO DI 1 B INSTALL 4.17 LF 12"PVC(SDR-35)@ 1.20%TO SG 1 @ 0.89%TO SDMH 2A INSTALL 4.00 LF 12"PVC(SDR-35) 15"INV OUT(W)=2733.40 15"INV OUT(S)=2733.18 INSTALL 23.34 LF 12"PVC(SDR-35) INSTALL 9.84 LF 12"PVC(SDR-35)@ 1.83%TO SG 3A 0(25)=0.21 CFS 0(25)=0.22 CFS Q(25)=1.83 CFS @ 4.75%TO SDMH 2A INSTALL 38.50 LF 15"PVC(SDR-35) INSTALL 74.79 LF 15"PVC(SDR-35) @ 1.07%TO DI 3B 0(25)=2.05 CFS 10+50.00 2739.49 2739.63 11+50.00 2738.27 2738.71 17+64.49 2739.54 2739.98 Q(ioo)=0.30 CFS Q()oo)=0.30 CFS Q(ioo)=2.54 CFS Q(25)=3.16 CFS @ 0.57%TO SDMH 2B @ 0.57%TO SDMH 2C Q(25)=2.60 CFS Q(loo)=2.86 CFS 11+00.00 2739.49 2739.63 12+00.00 2737.97 2738.41 18+00.00 2739.68 2740.12 QOoo)=4.40 CFS QOoo)=3.62 CFS SG 1 SB 1 SDMH 2C SG 2A SG 2B SB 2 SG 3A SG 3B 11+50.00 2739.47 2739.63 12+36.79 2737.74 2738.18 18+50.00 2739.88 2740.32 1000 GALLON SAND AND GREASE TRAP 31.0'L X 10.0'W X 6.0'D SEEPAGE BED CLSTA.10+87.70,7.45,FIT,S.CADENCE WAY 1500 GALLON SAND AND GREASE TRAP 1500 GALLON SAND AND GREASE TRAP 219.0'L X 15.0'W X 8.0'D SEEPAGE BED 1000 GALLON SAND AND GREASE TRAP 1000 GALLON SAND AND GREASE TRAP 12+00.00 2739.56 2739.63 12+50.00 2737.79 2738.23 19+00.00 2740.08 2740.52 (TRAFFIC RATED)WITH 20"BAFFLE SPACING, SEE DETAIL ON DETAIL SHEET MANHOLE,ACHD SUPPLEMENTAL DRAWING SD-611 WITH 20"BAFFLE SPACING, WITH 20"BAFFLE SPACING, SEE DETAIL ON DETAIL SHEET WITH 20"BAFFLE SPACING, WITH 20"BAFFLE SPACING, PROJECT N0. 21 0701-HAD ISPWC DWG.SD-624. RIM=2737.66(MATCH FINISHED SURFACE) ISPWC DWG.SD-624. ISPWC DWG.SD-624. ISPWC DWG.SD-624. ISPWC DWG.SD-624. 12+50.00 2739.60 2739.63 13+00.00 2737.99 2738.43 19+50.00 2740.28 2740.72 DWG FILE C.200 RIM=2738.91 (N),2738.94(S) 15"INV IN(N)=2732.75 RIM=2737.96(NW),2738.20(SE) RIM=2737.99(NW),2738.24(SE) RIM=2735.87(W),2736.05(E) RIM=2735.92(W),2736.09(E) (MATCH FINISHED GRADE) 15"INV OUT(SW)=2732.75 (MATCH FINISHED GRADE) (MATCH FINISHED GRADE) (MATCH FINISHED GRADE) (MATCH FINISHED GRADE) 13+00.00 2739.62 2739.63 13+50.00 2738.19 2738.63 20+00.00 2740.48 2740.92 DESIGNED BY BT 12"INV IN(E)=2734.75 15"INV IN(NE)=2732.45 15"INV IN(INLET SIDE)=2731.40 12"INV IN(W)=2731.95 12"INV IN(INLET SIDE)=2730.90 INSTALL 50.48 LF 15"PVC(SDR-35) DRAWN BY JTA INLET BAFFLE=2734.15 15"INV OUT(INLET SIDE)=2731.40 INLET BAFFLE=2731.85 12"INV OUT(INLET SIDE)=2730.90 INLET BAFFLE=2731.35 OUTLET BAFFLE=2734.65 @ 0.59%TO SG 2A INLET BAFFLE=2731.85 OUTLET BAFFLE=2732.35 INLET BAFFLE=2731.35 OUTLET BAFFLE=2731.85 13+50.00 2739.53 2739.63 14+00.00 2738.39 2738.83 20+50.00 2740.68 2741.12 18"INV OUT(S)=2733.80 OUTLET BAFFLE=2732.35 15"INV IN(OUTLET SIDE)=2731.40 OUTLET BAFFLE=2731.85 12"INV IN(OUTLET SIDE)=2730.90 CHECKED BY BT INSTALL 5.0 LF 18"ADS N-12 HP @ 0.00%TO SB 1 15"INV OUT(OUTLET SIDE)=2731.40 18"INV OUT(W)=2731.50 12"INV OUT(OUTLET SIDE)=2730.90 18"INV OUT(E)=2731.00 13♦82.66 2739.46 2739.63 14+50.00 2738.59 2739.03 21+00.00 2740.88 2741.32 ISSUE DATE 03/12/24 INSTALL 3.0 LF 15"PVC @ 0.00% INSTALL 8.0 LF 18"ADS N-12 HP @ 0.00%TO SB 2 INSTALL 8.15 LF 12"PVC @ 0.00% INSTALL 14.25 LF 18"ADS N-12 HP @ 0.00%TO SB 3 13+89.91 2739.45 2739.34 15+00.00 2738.79 2739.23 21+50.00 2741.08 2741.52 HORIZ.SCALE AS SHOWN TO SG 2B(INLET SIDE) TO SG 3B(INLET SIDE) INSTALL 3.0 LF 15"PVC @ 0.00% INSTALL 8.15 LF 12"PVC @ 0.00% 13+94.91 2739.44 2739.25 15+50.00 2738.99 2739.43 22+00.00 2741.28 2741.72 VERT.SCALE AS SHOWN TO SG 2B(OUTLET SIDE) TO SG 3B(OUTLET SIDE) SB 3 239.01 X 15.0'W x 8.00 SEEPAGE BED NOTE: BACK OF SIDEWALK ELEVATIONS 16+00.00 F 2739.19 2739.63 22+28.17 2741.39 2741.83 SEE DETAIL ON DETAIL SHEET SHALL BE WITHIN ±0.5 FEET FROM CENTERLINE ELEVATION NOTE: BACK OF SIDEWALK ELEVATIONS SHALL BE Cm200 WITHIN ±0.5 FEET FROM CENTERLINE ELEVATION SHEET 2 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.200(STREET PLAN).dwg NOT APPROVED FOR CONSTRUCTION III I ° 1 2739.45 FS/GB 21 5 1 1 5 SG 36 so III I 1 13+82.66,40.00'L 2735.63 RC/LP 1 O O SG 3A 1 2739.63 FS/GB / 23+85.50 I -----------------------1----�--------------------------------------------------- 25.0° °-PIRR PIRR I o PI R R PIRR PIRR � M I I / \ FUTURE APEX SOUTHEAST ti FUTURE APEX SOUTHEAST I a I I `� 1 13+82.66,50.00 L / m ° - - o ICI 1 of I / \ 2735.67 RC s a m o m o SUBDIVISION N0.3 SUBDIVISION N0.3 I W I I N N j A 2739.34 FS/GB / / 23+75.32 0 } } o ° v �, e3 °o, c�v cJ N d rn cJ N o i ! I I I! lI I 13+89.91,50.00'L m + r M " M°° + °° T 1 °° �; mij 2739.20 EP/GB ° Ism ; \ ° 2735.63 RC/LP LO r M o0 0 ; 00 r M o o v I v 2739.58 VC GB I 1 2739.25 FS/GB 4'1 - -. - . - �! + m + cc +,� ,. + + I + mmi / 23+85.50 CO S, r, In 2738.95 FL/HP 13+58 88, 28.52' L 2.2%I 1 \ 2735.79 RC/GB ° A N CO °' eo `,' I `' ICI 13+94.91,50.00'L v `y '� "' M CO a' M oo M 2739.43 VC/HP 17+48.80, 18.00' L I 1 23+47.32,13.50 L 27' N "' N 3 N N N 1 N 2739.50 AC/GB ° 2738.76 EP/PT/GB iz 16+34.80,17.21'R 16+34.80, 18.00' L 16+91.99,0.00, 0 1 1 2735.60 FS/EP/PT 1 ■� 2738.93 FL 10+00.00,0.00' 13+61.51, 16,97' L °I I 14+02.90,48.16'L - 16+29.99,17.21'R ----------------_-----------vo , - - w I 1 ° °2739.15 AC/LP ° 23+42.32,13.50'L2738.87 FL o2739.43 FG/GB ° ° ° 1 ° ° ° ° p13+82.66,39.00'L 1 22 2736.07 FS/GB iae �} 2735.68 AC -- -- ° ° SCV � 2740.00 FG/GB16+15.99,17.21'R o1 16+76,03, 0.00' 2738.90 AC o1 2739.48 AC/GB a 1 1 2735.98 FS/GB o 0 23+22.32, 11.50'L °ti 3 82 66,2/8.2/GB � N 2736.00 FG/GB 2734.98 FUGB w °O2739.33 AC/HP N 1 N 27 N w 1 2738.55 FG/GB 2735.92 FG/GB ° ° I 0.5% AI DI 2A 2739.33 VC/GB 10+16.00,0.00' 17+48.8Q 0.00' 3'L c 1 _____ _______________2735.98 EP/PC/GB _______________ 2735.58 FS 2735.73 AC PI0.4% O N T16+09.49,18.00'R o 16+34.8Q 0.00' 100 13 N g ° --------------------------------- 10 00 00- -------- '-- -------------------------C 1.8% 2737.09 AC o- - - �1+- G3 sc 2739.23 AC a 2. 1. % 0 0 11+55.62,12.00'L 2735.83 FG/GB _ 12 11+77.62,0.000 L FUTURE HADLER > p 0 2739.01 EP HP /2738.83 EP LP a o� FUTURE E. VIA ROBERTO LANE 13+82.66, 25.87 I o 0 1CD _ SUBDIVISION 0.5/° E. HADLER DR. 0 0.4% m p o D i a 2738.46 FG/GB y - J ao > 2738.89 FS r / / / r L �- °C F- -1� - `� - '---------____2736.22 FG/GB 2735.77 FS/GB r 2735.60 FS 2735.77 AC o o - - 1 9 9 2739.16 FS/GB .8 '°1.8 I'e - -----� �I 10+00 Q Y L 16+04.49, 16.00 R 12 16+34.80, 16.00' R � / � I 12 J116+76.03, 16.00' R o 2739.16 EP/GB MATCH EXIST. I ° ° 8 M SDMH 2A N I IO o �� I \ ° a? o° y J MATCH EXIST. 2739.00 FS/PC 2739.01 FS o w 13+89.91,40.00'L ° 41°/ ° I 2738.42 FS/GBI u, I o S 2736.18 FS/GB I 1. o ° o'o Q o a I 1Q' 6% ° it 5 1.6/ ° 2735.72 FS lal 23+01.81,11.50'L SDMH 2B LU 2738.82 FL 2739.15 FS/PC 17+48.80, 16.00' R 3:1 MAX. ae r I °I ° r r y c O O z 3:1 MAX.,TYP. - - - L . - - FL-0 2739.17 FS 2739.19 FS/GB - -----�_ ------ 2735.76 FS a �I m 0.4% � 0.4% 1 � 2738.77 FL 0.4%- - - 0.5% - - - - I' - I I ,,,, a 2738.33 FS/GB 2736.09 FS/GB R=20' w � r 8e II ae I _ _ x 2736.00 AC L°I ----- _ 14+001 13+94.91,40.00'L I a� �i I II 2 - UGB .-..._...-co -...-...-..._.27 - ° N PI co --------- --- - o vl, EQ 0.5% 2736.73 FL 2736.67 FL 2736.62 FL DI 2B 0.4% ___ - . - . - . - . I 1 / m o I 2738.94 FL ,,- 2739.12 EP/GB - - --�, 2737.33 F 35.09 FL/GB- \• z 23+01.81,0.00' p i / R7 o m O I I I �FP +- EP F�� E EP, ----- - W 2738.89 FS 14 I \ I 1 / - I 2738.87 FL o 00o I 1 - - - - - 14+12.54, 27.87' L 1 O I 1 9 III 2737.89 EP/EVCJ� •4°� 2736.09 EP/EVC 1.4% - I N 2739.33 FS 1 r� 1 1 / v o CS I I 1 I $ r__ I I /I I c J '/ a - a� o I �_-- _ - --------- 2739.41 AC/GB w I �'� o i 2738.113 AC/EVC i 2736.90 EP/BVC 1 a 0°1° �� T v' 2735.98 RIC 16+04.49,18-0'R------ ----a I L �� o _. - ------------------------ I 2739.51 FS/GB 1 - - o o o I °� ° I I ° I 2736.33 AC/EVC I o 2•� v v r _ _ -ae m o _ 2739.80 FS/GB ° 3 /_ - - ae °� ° -IT =�� o ao v '� o- 1 '` ; - 3 4- -1 - _ 14+12.97, 16.96' L 1 III I I o I I N o o a 23+01.81,13.50'R ° 0.4%-2739.69 FS/GB o 2739.24 FS/GBo °1 - I- - - - o M + of Ln_ _ 1 ago I 2739.28 FS/GB �`=0.4%- �- 4 - , �� 1.1% I 10+88.17,0.00' I o o - I - 11+47.62,0.00' - 12.0% - - S r I c \ n o eh + , C 1° I-1- o , ++ / 2737.21 RC a ° 2 - - - - --- o0o I I / N r n o --- o I 4.1°/ 2739.98 FS/GB o I `�� I I r I ---- o a} ----- r N 1 2737.14 AC/BVC I r. 34+69.46 / r I I o I I L> > 23+00 2736.97 FL 1°. 1 2736.84 RC/LP 2738.55 FL N r - I � I -1 I �, rn rn Cl)M - `- - - _ = - _ - - - - -'` /-- -- 1 - o o T 2736.90 EP/BVC I 11+17.62,0.00', 1 \� ° 2737.18 RC/GB/PC�2737.00 FL o \� 1 ;o ° - - - - - - - - - - - ��' - - - -°- - o00 - - - - - - - I I I ae ci ae 2.0% 2.0% --INSTALL SIDEWALK W/- - - P _ _ - -I, IZ7_ -___- 1 - - - I III r I--r --------------- ----- I I - _ 2736.91 NG \ / _ - - - ° - - 2739.17 FS== I K '� 34+75.99 \ / 6"THICK CONCRETE - - ° - �- - - I 1.8 I 2737.89 EP/EVC-I % - -I______---- 2736.09 EP/EVC --I------�j------------ - . 2736.84 RC GI GIRR ' GIRR GIRR GIRR-- GIRR 1 7 52 49 18 00 R-GIRR- III 27 �p � � $ 2736 87 2737.02 FL \ / 2736.79 FL 4.43' ° / - - - + • - - o 0 39.13 AC/GB - - - -- _ 2737 33 FU 273�5 11 FUGB NG \ / 35+43.96 - -2739.79 EP/GB - - - - - - - -° - //- _ _2.0%_ _ _ _ 2.0% J o o I 2 3 FUGB 2736.53 NG �2736.99 FL \ / 2736.84 FL -----____-- ---_ BCR=30',TYP. 2739.57VC/GB/PC o oI 14+14.83,28.17 L �°� $eI 2.r _.. _.. _...- o 0 0 % -�.-...-..._...-...-...-. .�... 734.8 2735.78 EP 1 2739.42 VC/GB/PC - - - - - 2738.89 FS r I! �;� = -I MATCH EXIST. BCR=30',TYP. - ae ° ° 2738.59 FL 17+47.49,18.00'R ti c 10+28.17,0.00 L ry I " " 2738.33 FG/GB 2736.09 FG/GB 2735.83 FG/GB �j BCR=20' _�. _ \ 22+97.29,11.34 R 2737.09 LIP/HP \/ 16+36.49,18.00'R ° 2738.78 FS- -.2738.78 FS--o o_ I I 2739.16 AC i o 1-- --- _ ______--- - -- --_---------------------------- -- -------- - 6 6 3.1 SLOPE �� _ -__ ----- + O> I N --- ------- - --'2' BEGIN CONST. � r _ ---- - I I II,-�-�'1 - - . - . - . - . _ - � 10+20.94,17.94'R ° ° ---- 2.0% J L 2.U%---- - 2738.53 FIL o 2739.11 AC o bl° _ - 2739.48 EP/GB ---a° I I I 0• - - 2736.13 FG/GB 2735.87 FG/GB 9 2736.01 EP 5.5 O '- o� I III 2738.37 FG/GB o 2737.14 NG 2736.81 NG 2736.68 NG SG DI 1B- - DI 1A 2738.85 VC/GB/PT 2739.15 AC I 2737.39 NG N I , N - 2735.89 FG/GB BEGIN CONST. 2737.23 RC/GB/PT 15 ° a 2737.19 RC/GB/PT PIR,y PIRR �- �- - - 10+48.00,25.50'L PIRR - III 14+47.04, 25.87' L -- / ° R 1 2738.85 VC/GB/PT Cc " m o moo _ 10+36.50 10+36.50 CD ,� m o t I a w 2738.56 EP/BVC 1 \ 2735.78 EP u+ I cros o � C� ao e7 0 r� / 2736.92 NG v 10+48.00,25.50'R } • m 11 co } ° 2739.09 EP/PC/GB III _14+02.94,58.21'L MATCH EXIST. 22+98.98,11.60'L 2737.34 RC/GB z 2737.34 RC/GB 1 I c� � o o r e� 2738.80 VC/LP I 2738.76 NG ' -------------------------- ------- I 1 W I 1 I 1 a o I - ' 3:1 SLOPE 10+48.50 0 / \ 10+48.50 �, a, �,_ - 10+59.50,25.50'L 0 14+47.04,28.10'L '10+58.17,12.00 L BEGIN CONST. Ln �o N v oni M N Ln o i w ---� Q I 2738.801 C/LP Q; ',' + �"+ + - ° F - - - - 11 / III ++ 2738.80 AC/BVC 20 C3 IM + � o I` o M + \ / I / 2739.44 AC/GB i� I \ I } mi } 9 1 10+59.50,25.50'R r- o N I `� '- P. o / I / III `` 14+14.94,58.1 T L 2737.75 RC/GB/PC n 5 I 2737.36 AC/GB I 14+64.12, 16.50' L f '�' AL S I a 10+58.17,0.O'L 10+84.47 ° \ \SON __ _ 10+48.50 1 I o 0 81 o o \ A I 2739.07 EP/GB I \ V - - _ - ----- G 21.5' 8' 21.5' 1 14+63.59, 28.22' L I 2738.56 EP/BVC - --- / - - ____PI R I BLOCK 1 j \ I _ BLOCK 2 14+26.94,58.13,L FUTURE HADLER / 44.8° / \ I 2 I MW ' / CC? N �10+58.17,12.00 R SUBDIVISION � \ FUTURE HADLER � s � 1 2737.7510+84 47 I I c� o� 11 00 d oOT6 2 SDMH 2C 1 o ' H U o III SUBDIVISION - - 1 10+84.47 FUTURE RETAINING WALL MW - i ° \ MW d I �, o I/ i � a J O \ �+ ui 2738.74 EP/PT/GB ---- - _ - yy I 2739.26 VC/HP a`ao o / oo 00 a OF �� Q I m o O I \ I I CD o a l Q' r \ 5 2739.26 VC/HP / I I c I III 14+26.90,48.17 L 1 \V \ \ I I 11+25.50,25.50 R C" r a A N / I ,,, a N + d N + / 11+25.50,25.50'IL 1 w xo w I IIII 2738.94 FG/GB II I j MIN P 1 2739.15 VC/GB/PC I a 14+36.90,48.14,L - �i / 2739.22 VC/GB/PC 15t0p v / \ I 1 11+37.50,25.50'R ° 1 I I T I \ I I 1 2739.19 FS Z2739.19 FS / 11+34.50,25.50'L N o JLU I 1 2738.53 FL \ \ 7__ __ -- / 2738.79 FL w Q 1 1 27 38.47 FL ---2.0% -i �- �1�1% 2738.81 FL = LU C6 o BCR=30' o / ; \ o \ TEMPORARY ACCESS ROAD DETAIL PLAN ROADWAY INTERSECTION DETAIL PLAN zCD 2739.31 VC/HP 12 0 I 2738.26 FL/GB - � � � � � � � a 1 s o o SCALE: 1" = 20'-0"HORIZONTAL SCALE: 1" = 20'-0"HORIZONTAL z = o x o 30+84.23,25.29'L I X o z 1 30+10.97,17.52'L v o v o \\t ° 1 W o J 0 o CCI o 2738.25 FL Im, c r 1 gyp' BCR=30' I 2739.23 VC/GB/PT z 2738.22 FL of N N a' N e� In ; I Q' Ln cl In I l 31+05.45,16.50'L o r r I I I M + + lr - --- 2738.82 FL z = z M 6; o „ 2738.64 VC/GB/PT ° --- - j o°�° N = N 1 \� v _ 1 2738.80 FL 11 � 0 0 o z o 1 ! / o -- � � � o `" � M 29+94.45,13.50'L --- j / r \ 0 1 I 2739.00 RC o W > i= Lu + "' + 2738.38 RC I \ 1 1 2738.49 LIP/GB \ `s� 31+10.45,16.50'L II o I ` - - - - - I -1- I 1 } cc w _ 2.0/° I I I I I ¢ z 6' °' 1 4 2739.43 FG/GB 1. 6 TTHICK CALL IONCRETEDEWALK W/ ~ z o U U 29+89.45, 13.50'L I ae e II I I I I I � � o W N N ° ° >`• 2738.36 FL/GB �� O ' ° ° ❑ � I 11+04.92,39.00 L J o � � i , I I I � o � U I � , I I I I � W O ° - 0\4% - - 0\4% - \ 4� 5 ° 1 I ( a I I ; 2739.63 EP/FS/GB LL, 27 LIP 2 W 0000 0.6/° rJ ° 2739.25 EP/GB o 1 In 1 I I I I m 0 0.4% I 1.0% 0'6�° 2738.46 FL 2738.68 LIP 738.81 FS 0.5/° o 1 ° cn 1 11+32.23,50.00'L / 1.0/° I 0.4/° ° 0.4% I 11+02.26, 28.23' L I co a' ' / I I I I I < o ° r I - I 1 � �� 1 2739.26 EP/PT 1 1 I 1 738.55 FL ,q N N , I = J ° it ] of / m m J ° I � 2738.49 FS/GB P738.59 LIP 2738.68 LIP o�� 7 C 2739.24 EP/PC I I 2737.18 RB/GB/PC I I I I W a o II � I II. III 11+32.93,56.13 L cj cn = = ° N I ° N o / 3 � ] LO o 30+26.45,14.50 L N I I 11+04.92,28.23'L I I °�° 1 2739.03 EP/GB 25+58.50,53.93'L "' "' ~ °II 1 ! 1 1 1 z 0 0.4% I 1.0/° o r 11+81 0.4% E.HADLER DR. 0 1 0.5%o 0 11+32.94,60.07'L =1+60.88,20.94'L -_ +� d -d - - - - - - -�+- - - I11$01 I I I I I o - - - M \ o � ^ I 2738.88 AC I 2739.10 AC/GB M i 2738.08 AC/GB N \\ M + M + N I 2738.78 AC/GB 30+49.95,0.00' I F2739.49 AC/GB 1.7"� 1.8q°i j 2.0°° 2737.25 RB 1 31+05.45,0.00' -1- 25+40 98,6 27R84GB _ oe - J \ I„ 0.4/° I l r o L. o I 11+81.00,0.00 ! cc I ° 1m I s Y ca Il, 11+02.68, 16.52' L , I d m J �_ I ! ! I I 29+58.07,0.00' 30+26.45,0.00 I 25+54.57,63.48'L � ~- 0.9% N co N co I I 2739.29 AC I ° NIA ; =1+45.33,99.39'L aI o o yU. r o ¢ w cy c oe CD _ T 2738.16 FS I 0.4% 1 0.5% I �1L� - =1+56.34,30.89'L oo m M o - o < Cr_* N o f J, o - v - oe I e» 1 \ ° ° ° ___ ___ ___ 1 a ° ° ° ° __ ___ ___ a ° ° M 11 w ai i O? CO c0 A N C\ I C., Co20 I O L{7 11+04.92, 26.04' L 10 I ao MID ; _ 2737.47 RB M CD N M "' v coo I o d J I d J J m _ __ __ 11+33.00,77.59 L m w z eo m rn M o ch CD 55V O I T 5 c�I o1co, ' 2740.02 FG/GB II n N m Ln ti o o r o o l m ao - C 0 0 25+46.18,94.82 L cq c� ti o v e� ea o 1 5 I 2739.45E 2737.68 FG/GB 2737.28 RB/GB U M o N U,3 y r o oe M ° N I r I I m M Qi r V Y „ I C7 r 6 °\ ° °\ P/FS/GB I NIN I / =1+48.83,64.41 L N �n + N + c� c� + I o c i o m M M 1 = cr L r I o I 25+35.61,120.70 L + ¢ = + I � o L♦•J I Co v, M m aS Ir° CL OC O oo I I , I 2.0°/ Ln T L!� r ~ H I.C) r i + + 1CJI O N I � IC► Ln 00 11+27.75,40.00 L N II N II cn _ m �+? M r cq oe a ae ' -- ---- --- ---- - =1+40.37,95.26 L 2736.78 RB/GB/PC z _ N II M Ln N ea °O T I rn M N 1 1 s% 2738.15 FG/GB I cr N 11 M + + 1 m + rn r o 25+50.5 3 41.16'L N N u I A N r O m LC 4 CC CC o cv 'h - O N + ri cs M v m Ln Ln m Ln co 3 CO m Lor) // m Lo ~ 3 co o` m Ln I n 1 ��+ I 2.3q °1 11+53.00,77.52'L N i '� n "' i N N cll Ii m Ln v c o 0 0 ti o o o 0 2739.22 AC y r r T cs co Lri L6 CD* co r m Ir? c7 2739.18 AC °1 r I I N II �. � CO CD \ \ \ T r c7 \ (TO a I I N I I I o m m c� oeae owe i T i T oa T ' ao ea ea m III w I �� I =1+49.41,9.82'L ■ Iy � EP BCR=28'In I O / ae 6.Qk I 7.7k e ri c °�° M r o a r co LfJ co ea o v co Cn e " oe °C °� 2739.12 EP GB ° ° co c6 M + M c GO -• O N V N .0 LL! O Lp r 0 M N LCJ V 0.6% n ua N co � m r Lri o> o o ao ch I I a 2736.77 FL/GB 2736.31 FL/GB 1 1.8% M + M + A O CO O CO O Co O Co O CO O CO )d N ao `" °O O O O COI ° ° / �, + m rn ai oo +52.37, 28.22' L P � . ,� rn N N M + M + M + M + M + �+ + M + M + ,� o M +o M + M + I 1 25+35.13,117.56'L c 25+47.97,43.96'L I ? �� 0' % ° ° N N N N N M N co N M N CO N co N M N CO- O N M N M I I 13 N N O 4 N N N N 1- M I- O A O 1- O 1- O 1- O A O \ r O N M A O M + A r 2739.17 AC I o I 0 0 1 0 ° ° / -2739 - N M I I + =1+39.81,92.48'L c =1+46.38,13.62'L i I \ 11+52.37, 26.04' L 1 I ° I •� N I I 0.4% I a I ° j 2736.49 FL OQ� 2736.17 FIL + 1 2-s% 6. % 1 10. % 0.6/° 1.1 E. HADLER DR. 0 2739.47 AC/GB w EP `�99 �/ o N ENTRANCE DETAIL PLAN 2A I I I ° o _ _ 11+54.74, 16.03' L I r c�1 N 1 ° ae / \ ' co 0.4% O= w SCALE: 1" = 20'-0"HORIZONTAL 2739.12 AC/GB ' 9 ° '_ 9__T I _ --__ 0.6% BCR-28' ° �� 4 I Q o 1 I i 2. °o 2737.28 FIG o 0 2736.73 FS/RB / 2736.06 FL \ I p 11+52.38,28.11'L II m ; o n I 0.4% I 25+52.04,36.77'L a I 2739.18 AC i I ° M 1 2737.89 FG/GB Lci c�i ° dp _ w 0 o 2739.13 AC N I I I o" ; =1+50.78,5.00'L ° ° z > a; �, , 2737.31 FG/GB o/ ICI. o o I N°N 0i I 2740.02 FG/GB 2736.59 RC //``/ f\ 1 ° ° ° ° ° Q J 25+49.77,30.69'L CONSTRUCTION KEY NOTES 1 I III °CN 1 2739.03 EP/GB 17 =1+45.99,0.00'L F m w w v 12739.23 AC I 12.4% 11 I f ° INSTALL PEDESTRIAN RAMP TYPE"A"PER ISPWC SD 712A,AND TACTILE oo ° 1 BCR=33' a m N w WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. p . 11+80.75, 26.04' L 11 1 p 11+52.94,60.00 L m N o c I a 2736.33 RC/GB/PRC o �, C., rn 1.8%° 2735.94 FL/ o cc N ~ INSTALL PEDESTRIAN RAMP TYPE"H1"PER ACHD SUPPLEMENTAL SD-712H, 2739.17 EP/PC I 1 2739.26 EP/PT 20 Q v) oo 'tI / 25+36.51,19.46 L P. m o n AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. o .1 J I q N co a 11+80.75,28.04'L 1 11+52.93,56.14,L =1+22.75,0.00'L N N \ INSTALL MIDBLOCK PEDESTRIAN RAMP TYPE"G"PER ACHD SUPPLEMENTAL o v 2.0% . 1 COM + Qo rn 3 I 2739.43 FG/GB I 6 BCR=28' CI In " W SD-712G,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712. 0 0 2739.63 EP/FS/GB N N M + w 11+80.75,39.00'L w I ° 2736.23 RC/GB/PC ° N N ® INSTALL 4'WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708. 12t00 I I 11+53.59,50.00'L ° .■■I Y ° I I 25+29.02,14.53'L o 2739.57 AC/GB 111.g%I f 1 , - - =1+11.51,0.00'L_ -- - - - - INSTALL 5'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. t I A �! - ----- ----- 5 12+05.33, 16.22' L 1 M M1 M 1 9 C----------------------------------� ---- ----------------2736.21 RC ---------- W � j� 1 1 �2736.31 FG/GB A INSTALL 10'WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. I 25+25.75,13.91'L a - © o III 2739.23 EP/GB I III I � im i o 2739.45 EP/FS/GB =1+07.27,0.00'L ° I P_ 2736.18 RC/GB/PC \ INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWC °12+05.20, 27.89' L a o I 1 11+57.98,40.00'L 18 ° 1 z 1 1 25+20.05 7 SD-707,MODIFIED.SEE DETAIL ON DETAIL SHEET. , W 1 2736.18 RC/GB W ° 12+05.2 , I o to 1 25+20.05,13.50'L � vi INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGE 112+05.20,39.00'L I � o I 2,0% ® ALUM.WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132A I ! j� 1 =1+00.00,0.00'L - ° 1 \\ 9 INSTALL TYPE III BARRICADE AND SIGN"STREET TO BE EXTENDED IN THE clvu INNOVATIONS III ! ! r 25+00 1 FUTURE"AND THICKENED EDGE ALUMINUM WITH STRIPED DECALS NORTH DECALS PER ACHD SUPPLEMENTAL SD-1132B. REMOVE EXISTING BARRICADES IF APPLICABLE AND SAWCUT 2 FEET 20 10 0 20 40 PROJECT NO. 21-0701-HAD 1 MIN.OF EXISTING PAVEMENT.REFERENCE ISPWC SD-301 AND ACHD KNUCKLE DRIVEWAY FIRE ACCESS ROAD DETAIL PLAN SUPPLEMENTAL SD-303 AND SD-806. SCALE: 1" = 20'-0"HORIZONTAL DWG FILE C.201 INSTALL 6"VERTICAL CURB WITH NO GUTTER PER ISPWC SD-701A HORIZONTAL SCALE IN FEET 11 (COLLECTOR ROADWAY-8"HIGH CURB). DESIGNED BY BT DRAWN BY JTA 12 INSTALL CURB TERMINUS PER ISPWC SD-707. CHECKED BY BT 13 INSTALL BOLLARDS WITH A HEAVY DUTY CHAIN AND A KNOX PADLOCK ISSUE DATE 03/12/24 INSTALLED PER IFC 312. 14 INSTALL 14'WIDE CONCRETE DRIVEWAY WITH DETACHED SIDEWALK PER HORIZ.SCALE AS SHOWN ACHD SUPPLEMENTAL SD-71 OC(6"THICK CONCRETE-SEE NOTE E). 15 INSTALL 19'-9"LONG x 4'-6"WIDE MAILBOX PAD. VERT.SCALE AS SHOWN cm201 SHEET 3 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.200(STREET PLAN).dwg NOT APPROVED FOR CONSTRUCTION S.PEAK AVE.PROFILE S.CADENCE WAY PROFILE-STA 9+50.00 TO STA 12+50.00 TEMPORARY ACCESS ROAD PROFILE 2755 2755 2755 2755 2750 2750 `1 w W mmill w r` m PVI STA:10+73.17 Q cmri of z o PVI ELEV:2738.64 } N Cl) J ¢ PVI STA:11+32.62 z CDa + N = K:13.03 PVI ELEV:2736.63 N w o c� LVC:30.00 K:21.57 Y vi 2750 m 2750 2750 z z 2750 2745 II -ti w 2745 ■� O m J cc LU m C� C) o II w c¢n ao '� ono °' LVC:30.00 m N CO Q Q O = _ Z � c~ wv + M � co coO M m r CID t in W 00m O W W CL co CD W W Y U H N T N T N n M V M Q + ~ O T W m m O w o O W Y LU >_ z II II L y U LU + N + N r N LU O o N p p _ �_ o~o = Q m o ¢ w U, m c� r>L u_i r LU N II O H N oTp o o W FINISHED GRADE m J > > U c> > cn �? p N Q Q O Q W m W Cn Cn CD M Q W T O (r Cr Lr CC7 > O OO LLI C.7 [r M � O U W U > U W r` H J N + M cs c� ai aD � r J + ti °O AT CENTERLINE ¢ w m > ti �; Cn W p M O = 2745 N c o -+ � N om �' r `�' 2745 2745 00 0 � o m + CO °� cs -a, 2745 2740 _ r- 2740 J O II II o � CD C:) ON + r- O II II oo � Q m C6 1.08 rN m p O > moo voo II rN `nv ¢ w + ti r` r` � inNM II II Y - O LU J + Cj + M II > II COCD w o N v O r` N + ti FUTURE FINISHED- " Q w L Cr W ON ON Q W II + M T Lo Cfl _ �8 HJ ' U� HJ > r` II CC) NMTN GRADE AT 2.02/" mW > > W Cn J LU LUII N J m co + � + N + CQ ¢ W FINISHED GRADE --- O Lj O O II II cn W II ¢ W cn M o > CENTERLINE ___W p pp H J H J > Cn W co O N r II II J 1.99% .��j I cn W cn W LU w o C11 II II ¢ LU < � `n W AT CENTERLINE V�6"PIRRco 2740 r - 2740 2740 II II J En "' `n "' 2740 2735 2735 Z o T 2.00% 0.01% 43% 0.70% ' 1,96 -- 0 N W W - EXISTING GROUND 12"GIRR - -----, r' ------ - 1 4% - - --------- AT CENTERLINE 6"PI RR(12"SLEEVE) r4l" 1.85% FINISHED GRADE i AT CENTERLINE PC:10+84.47 EXISTING GROUND AT CENTERLINE 2735 2735 2735 PIRR(8"SLEEVE) 2735 2730 2730 12"SD to 3:1 SLOPE cli EXISTING GROUND 18"GIRR + MATCH EXIST. AT CENTERLINE + -14'WIDE GRAVEL ACCESS ROAD co o�co co r ao r, ap Cb A N C OD a OO aDr- n� rem n r- n r- 2730 2730 2730 2730 N N N N N N N SDMH 2B(48"DIA.) SDMH 2C(48"DIA.) 9+50 10+00 11+00 12+00 12+50 STA= 10+08.67,7.50'RT STA= 10+87.70,7.45'RT RIM =2736.96 RIM = 2737.66 N r coN co 15"INV IN =2733.18(E) 15"INV IN = 2732.75(N) Go co M M M v M 15"INV OUT= 2733.18(S) 15"INV OUT=2732.75(SW) co n r� N N N N N N Nn 2725 2725 9+50 10+00 11+00 12+00 12+50 �T �o �L, �o O M CTo QI M N I!9 M I I� n� n� nco ao� �co V�o N N N N N N N N N N 9+50 10+00 11+00 12+00 12+50 F IN CC_ U W H U CL O W L ~ = Zo o } a m z ¢ o S.ZENITH AVE. E.HADLER DR.-STA 21+50.00 TO STA 36+50.00 LU z z 2755 2755 w CD OCD W > U U z z C, moo o z a N O CD CC LUrL > LUCC OC Z O Cn U Z ¢ v, 2750 ,,; ¢0 2750 xo U, LU o z ¢ � w w Y ¢ z m z m o = Y w W o zx � C) z � w m x o � O Cn m W Cm w Z O J O C,) .1 m O LO x U Z � O W ¢ O O Y 5; C) YQ w 0 cc rnamo 0 0- mU wC=nH 2745 W -Cn z z L m or cc CD + M o Q � cn z LU 2745 ?' z m Cn LL, O m W CJ CC) O N O O U O m C1 W O -T O co + MLU CD CD Cn J r CS) o C Q cc oa0 N06 II II MN rn t6o m BCD cc C7 p600 + _ � � II II v, o c � + M U' cm c6+ C, C7 (T + co co N Cn W ¢ w O ti co m N CD C" N mlp oo amok NN II II c~nw � I � � `� II 11 o II II O0 C^D N cD + o� II II II II ¢ W FUTURE FINISHED + co ¢ w a+, c~.i + r- N N < J Cn w EXISTING GROUND M > c� > m w 2740 GRADE AT N N-cn w `, II N N II II W AT CENTERLINE IILU II J CENTERLINE MATCH EXIST. a a J a >III P_ W �� --_ _ 0.41% --- - -- --- PI:35+09.49 W N W MATCH EXIST. 2740 3:1 MAX. SLOPE W � W w ------ ---- ---0.50%----------- 0.40% -- ------- --- r ----------- 0.55% ---- ---------- --------- - 0 40% _ ------0:42 ------- -- ------- 01% ------ - ------ ----- ■ w O 2735 N 0.42% + FINISHED GRADE 4"PIRR(8"SLEEVE)---) O FUTURE FINISHED 2735 + CD M AT CENTERLINE GRADE AT N 12"SD t.; � C6 CENTERLINE FINISHED GRADE N + AT CENTERLINE N O_ SDMH 2A(48"DIA.) 2730 2730 SDMH 2B(48 DIA.) y cn STA= 35+01.99,8.67'RT STA=35+44.49,7.50'RT Q LU RIM = 2736.75 CD 15"INV INN = C:)RIM = 2 12"INV IN =2733.40(N) z =2733.18(E)2 12"INV IN =2733.40(S) 15"INV OUT= 2733.18(S) a Q 15"INV OUT= 2733.40(W) w 38.50 LF 15"PVC @ 0.57% LU 2725 2725 W y 2E N L, aD U) T V O Co T T O N Cp M -W C7 -e Co -W M -e Co -W CV V I. I!'9 M V r CID M M Cn M Cn co N O In M CID O f� M l[7 �N r19 Cp NM Oin d?CV min a!Cn 1: MM ON CR ROD Cl!N �O RO a?aq RCn Lq cif aD OOD a?CV RCo Min rr a?CV CR C'?r � r a! rr W ea cc ea cc ea cc �cc an cc an cc ea ea cc ae cD ae n cc n r; n r; n r; n as r; ao 0o ao a;oo ao 0o ao 0o ao 0o as ao n oo n CO n ao r; ao ae ao n ao M co M M M M M M C*M CO co M M M M M M M M M M M co M co M co M co M co M co M M co M co M co M co M co M co M co M co M M M M M co nr� nr� nr__ nr� nr� nr� nr� nr-- nr� nr­ nr, nr� nr� nr` nr� nr­ nr� n nr-- nr� nr, nr� nr� nr, nr` nr� nrl- nr,- nr- N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CV N N 21+50 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 36+50 Q a PROJECT NO. 21-0701-HAD DWG FILE C.202 50 25 0 50 100 DESIGNED BY BT HORIZONTAL SCALE IN FEET DRAWN BY JTA 5 2.5 0 5 10 CHECKED BY BT ISSUE DATE 03/12/24 VERTICAL SCALE IN FEET HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm202 SHEET 4 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.201 (STREET PROFILES).dwg NOT APPROVED FOR CONSTRUCTION i I i l l 111 II I I III III _ IIIII 111 � Illl it IIII II � / - - I � II I ( IIII I I III II FUTURE APEX SOUTHEAST SUBD. NO.3 FUTURE APEX SOUTHEAST SUBD. NO. 3 / \ /PIRR IIIIIIIIIIIIIII01 II III I I PIRR - -PIRR- - PIRR PIRR PIRR PIRR PIRR PI R PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR I IIIIII I I I ----7- -- ---------- N - a I�i ����� MATCH EXIST. - �� FUTURE E. VIA ROBERTO LANE \ MATCH EXIST. - o _ BENCHMARK N _ 3j 3:1 SLOPE,TYP. - - \ Z o T I ^ , / 2736 - � 2� - _ . -� . - - - - \ 3:1 SLOPE,TYP. � I � � o0 E.Via Roberto Ln. -S .5 I I ---- ---- 2736 -- - -- -- \- -- 2737- - - - - - - - - - - - - - - - - - - - - -2738 - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O N o 0 2738 -- - - - - - - - _ --------------- - ---------------- ---------------- - -_--------- - ------------------- -------------- - - ---------------- �4� - - - N I �_, _ I 2739 2 � T CIO - - - - - - M 00 _ _ _ _ _ _ _ -3-_ _ OO i� TRW - � - - - - ZiIR� GIRR - - - ^iT - - - - -GIRR- _ - -..R - _ - � - i .-r- - - _ - - - - - - - - --_ -- - - - - - - - - - - - - - - -_ -- - - -- _ J > -_ __- - - - - - - - - - _ _ _ _ - - -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J - �- - - - -�-'I= fiRR fRR -GIRR- GIRR L jI R GIRR GIRFr - GIRR - �31RR- - 61R m C _ _ _ _ _ ---- ---- - - - - - - - - - - - - - - 0 2739 - � \ 2741_ - - -t2738- - - - - - - - - - - - - 142 Y w 2�3g 2140�� SG 1 � - - 2 � cn _- _ - - - - - - DI1B- DI - - - - - - - - - - - - - - - - - - - - - - r - -2737 - - - 2738-_ - r --2739- - - - - ¢ m w U z ui _ \ - - - 2�3g 2�38 �139 \ O M = 3 r / \ MATCH EXIST. I r 'IIII BLOCK 1 INSTALL GEOWALL PRO \ SIB 1 a I ' \� \ INSTALL GEOWALL PRO �a o .,III BLOCK 1 ae } } BLOC 2 `2�4 \ C BLOCK 2 3.1 SLOPE,TYP. FUTURE RETAINING WALL Z T III III' p 15 14 - - 13 - - 2- - 11 10 9 g RETAINING WALL,TYPICAL 5 4 3\ 2 W 2 _3�2v \\ \4 5 RETAINING WALL,TYPICAL 8 9 10 1 12 13 III I� ° fil p - (SEE DETAIL ON THIS SHEET) \ MW i ��\ \ \ (SEE DETAIL ON THIS SHEET � ) FUTURE HADLER III 1 I� / \ r H BMW \ / \ r SUBDIVISION III I ' O CM co coCm \ M N N � ti M ti h v � I r N- ` N 1 N - - / N I I N r. 0 v IIIr. .I 18 r• ., a r , r , . r-t_ r •`_ICI• IJ y r•• r -- .r 31 21 / 2737 \ / \ f l f , 2738 2�37 SDMH 2A DI 2A f III t III°I - - / �- - - - - - - _ - - - - - 2739 - - - - E.HADLER DR. - - - - - - - - FUTURE E. HADLER DR. t, I f \ f 2� \ f y f f IIIII I ICI 2737 38 - - - - r ° 1` r 1 SDMH 2B - DI 2B% \ IIIII III� . I I 17 - -MATCH EXIST. L \ 2739.04 FS) 2738.65 FS J I (AT EDGE OF3g\� 739 EX.PAVEMENT) - - ' 00 18 /- _ - 2739.01 FS 2739.42 FS / \\ MATCH EXIST. N /V - �ti �, 3:1 SLOPE,TYP. 2 3 4 5 8 7 8 N 9 10 " ti FUTURE HADLER �a� NAL E� 12 N 13 14 15 16 - 17 c� 18 19 20 / \ s SUBDIVISION c� \ o IIII w �I N INSTALL GEOWALL PRO 2739.26 FS / - - \ l r "I III ,i A RETAINING WALL,TYPICAL r \ \ �° / / / \MW - 2, h o ui - \ 1 SDMH 2C I �o � (SEE DETAIL ON THIS SHEET) --- BLOCK 3 L C ���° / IIIII IN. 1 'I a Mw I \ 11 / SG 2A 1/ w1 ��u / I _ / sG 2B ��'��' ���� I� y W 2735.85 FS - - I 2739.17 FS 2739.35 FS- 2739.13 FS 2738.78 FS 2738.61 FS 2738.67 FS NI N 2737.23 FS 2739.03 FS S.CADENCE WAY I /ZO', 2736.60 FS 2737.25 FS \ - - - I o I vs 2736.92 FS 2737.41 FS 2737.95 FS / I 2738.67 FS 2738.25 FS 2738.99 FS M�1 - - - - / c� w oI + + 2739.00 FS i o J �I o 2738.22 FS I f .\` = � 0 o \ ACHD STORM DRAIN _ LU Cj 2738.95 FS EASEMENT 2739.07 FS \ , o z MW \ ' ,- 2738.54 FS w u..I IIIII IIII JI ' 21 ' - / / 1 � zoo IIII IIIII i \ - SG 3B - - L - - - - CP 2739.18 FS r / 2739.12 FS _ - - - - - - - - - - M co i SG 3A I __ ! _ FUTURE HADLER o z 2739.09 FS i/ - - EG - z ¢ z 1 ICHD STORM DRAM_ �` \' SUBDIVISION EG - - - - - - w z °IA BLOCKI s T . - . - II I - coCp w I 22 t MATCH EXIST. I 2739.32 FS ,' ^ / I N EASEMENT 3:1 SLOPE,TYP. �� �/ MATCH EXIST. / i / - o c- / , / EG - EG _ EG - 1 2737 2736 I - II C \ 2739 2739.37 FS 3:1 SLOPE,TYP. / / EG �G o 0 0 o z I -I / - - .2739.42 FS \-`-' / i / o w \ FUTURE HADLER / / FUTURE HADLER 2Cn 739 - - - - ' FUTURE HADLER SUBDIVISION o rrn III f CEP - / \ SUBDIVISION 2739.46 FS 2739.50 FS ��/ / z °C m 23 �'� �,, / SUBDIVISION r 4 t � t / _ - \ 7 / / o ''' w _- I - � I I /� 2739.63 Fs �� / � // �/ � w LU � � m II III III �. . 38 - -2 o � 27 737 o J I II /Ili ! MATCH EXIST. !� \ - / �Q / /� w < C) / \ z l 3:1 SLOPE,TYP. - - - -FUTURE E. OVERT DR. III Ili FUTURE HADLER IIIII II II l SUBDIVISION �'v 11 - 2737- �I Ill I IIII III IIII III A -FUTURE RETAINING WALL \ /w - - � � , � ' FUTURE HADLER R _ N SUBDIVISION \ y I I IIII - - - - - FUTURE HADLER �; III I / LI I � I - _ - - SUBDIVISION - - IIII I I `��-� - - - - _ _ I III I \ EG - - - - - EG - - \ - - EG - - - - - EG - - - - - EG - - - - - EG - - ��EG-- -EG- EG - - - EG - - - -��G= -2740 C. 2�3 EG I I EG - - - EG - - - - - EG - - - - - EG - - - - - EG - EG - - - \\-�._EG - - - - - EG - - - EG - EG - _2738= Q z ul -2141- Lu CD y z 24" /\ GRADING PLAN � W SCALE: 1" = 50' 0" HORIZONTAL � 2"CAP UNITir Q CD 75 50 25 0 50 100 1/4" a CIVIL INNOVATIONS H HORIZONTAL SCALE IN FEET �------------------- � 12" NORTH 8"BASALITE GEOWALL PRO BLOCKS.COLOR BY OWNER. 3/4"CRUSHED INSTALL PER MANUFACTURER'S o AGGREGATE RECOMMENDATIONS. * 0O FILTER FABRIC. EXTEND °° CONTOUR LEGEND AND STAKE FROM 24" ABOVE FINISHED GRADE 3145 PROPOSED5'CONTOUR TO BOTTOM OF WALL -� PROJECT N0. 21-0701-HAD 3140 PROPOSED V CONTOUR DWG FILE C.300 3145- EXISTING GROUND 5'CONTOUR (PRE-DEVELOPMENT) DESIGNED BY BT **NOTE:WALLS EXCEEDING 4 FEET - - - 3140 - - EXISTING GROUND V CONTOUR (PRE-DEVELOPMENT) DRAWN BY JTA IN TOTAL HEIGHT WILL REQUIRE 6"MIN.OF 3/4" STRUCTURAL ENGINEERING DESIGN CRUSHED GRAVEL CHECKED BY BT LEVELING COURSE ISSUE DATE 03/12/24 2 GEOWALL PRO RETAINING WALL DETAIL HORIZ.SCALE AS SHOWN NOT TO SCALE VERT.SCALE AS SHOWN Cm300 SHEET 5 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.300(GRADING PLAN).dwg NOT APPROVED FOR CONSTRUCTION SEE SHEET C.401 SEE SHEET C.401 \mm I 10 I o� 1 3 Qy w = 2 I Qf w w W 1 C) �i CIVIL INNOVATIONS w t N r NORTH J 7 50 5.00' FUTURE HADLER 40 20 0 40 80 mi SUBDIVISION w FUTURE HADLER HORIZONTAL SCALE IN FEET 168.8° 1 SUBDIVISION w _ - N �, I 4 2 0 4 8 ------ ------- �, d$ SSMH 5 y o o e----_ _----_= VERTICAL SCALE IN FEET r r w 00 S.ZENI AVE. I 11.00' o o O N N °° T N / CD 12 \ h w m p M c ss I > aoo0 EXISTING SSMH(60"DIA.) \ M nn nn nn nn m W Y o SEWER PLAN AND PROFILE L RIM - 2737.03 o S.ZENITH AVE. < I I - I - ,15"INV IN(S) =2716.37 SSMH 4 ° t Ss I Ss $ I $s Ss t s �3 1 0- p ---- SS 10 ■ SCALE. 1 40'-0 HORIZONTAL AND VERTICAL 1 4'-0 z 90 0 m N - = 11 1 15"INV OUT -2716.27 I • 2 O co = 3 O SC 11+65 8"INV IN(W) = 2716.95 w SI =2724.17 AT CAP o , \ 13 SL= 27.5'TO CAP t "' M M w o z (4"PVC @ 2%MIN.) SSMH 10 Z T : w SEWER NOTES _ t� m l e l - I 3 I 10.00' I POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER N SC 11+28 I SI 2723.51 AT CAP NOTES N0. 2 AND 3 ON SHEET C.100. = w EXIST.12"WATER MAIN FUTURE APEX SOUTHEAST 14 SL= 27.5'TO CAP t w I * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE = z SUBDIVISION NO.3 E � o '-`= I I � I (4"PVC @ 2/°MIN.) 11.00' � w SEWER NOTE N0. 4 ON SHEET C.100. � o= w I FUTURE HADLER W m EXIST.8"SEWER MAIN I SUBDIVISION w a o BLOCK 1 SC = 10+86 116 T I 17 18 19 20 21 22 W 23 I p BLOCKAP 15 .5'1 SL= 27 TO CAP I 4"PVC @ 2%MIN. I 32.00'WIDE CITY OF MERIDIAN ( ) WATER AND SEWER ESMT. I I I w 3 ° \ HHId .-I Gala aald aald Hld HHId HUM HUM HHId aald w I o HUM Hula Hula ., 1 o , GIRR GIRR GI GIRR GIRR /nl GIRR adl R RR GIRR GIRR / TOG - _ - - - VE - ---------------- ------- - --------------------__-_ ------°.OHP OHP HP 0 O dHO dHO dHO - - - - - dHO - - - - - dHO dHO - - - - - dHO --� - ' O1w7 1 OHP OHP 0 O O dH0 dH0 O p dH0 dH0 dH0EP EP EP EP EP EPjE id3A O ____ ___d3_ _ _ d3__ - d3 - - - - - d3 - - - - - d3 - - - - - d3 - - - - - d3 rL-__ _ _ ______ _ ____'- d3 -O - d3 - - - - - d3 - - - - - d3-- r r -- d3�____ _____ _ _____1ROMd$ ___J L_______ _____ J L_______________ _ _____________________________ _ _ __________________________________________________ ww - w - - w - - w - - v - W - w --- - -"' - - - - w - - -------_--------_aj -----------------------------------------------------------------------------------------_-- - ---- ----------- --------_ �y - --_ - - - - 90.6° - - - g 90.2° 89.8° S.LOCUST GROVE ROAD co 10.00' 62 180.0° EP 1 0 _EP 3S EP -- SS SS Ep SS EP SS S d3�-SS d3 SS +r0 d3 S- - - yJ- d3 - - °� d3 SS - - - SS d3 SS- d3 - LS a3 SS d3 SS�� d3 $S SS d3 SS 35 - 11. -. -. _. -. 12. --. - - . - . F13- . - . - . - . - . - . 14- . - . - . - . - . - . - . - . - . - 15- . - . - . - . - . - . - . - 16- . - . - . - . - . - . - . - . - 17- . - . - . - SSMH 3- 18 SSC01� ��E F �� SSMH 1 SSMH 2_ _ - - - _ _ - - - 301 -_ _ - _ _ _ _ _ - 301 301 -_- 301 301_ 301 301 =301 301 301 - �0: - - -nor- EXISTING SSMH (60"DIA.) �y SECTION LINE IN P to (TO BE REMOVED) I RIM = 2738.51 CROWN OF PAVEMENT 8"INV IN (S) =2717.87 NOTE:REPLACE ROADWAY STRIPING STREET CUTS AND SURFACE 8"INV OUT(E) = 2717.77 (NOT SHOWN FOR CLARITY) . o a REPAIR PER ACHD SD-303 TO ORIGINAL CONDITIONLU o U d w ri � oCj z = o z a P m o z z ¢ o LU z z LU woz J_ o U U z ooC z moo oCD z rf cc z w a } ccEu cc zocn 0 oLU CD o vi= w cn Eu LU z °O C ¢ z � 8-INCH SEWER-S. LOCUST GROVE RD. 8-INCH SEWER-THRU COMMON LOT PROFILE 2745 2745 2745 2745 C = oz w cn H � � z FINISHED GRADE AT PIPE CENTERLINE 2740 2740 2740 2740 ---- ------ ------------ -- ---- - ------ - ------- ------------ - ----- ------------- ------------ ------------- ____________ --- EXISTING ROUND AT � PIPE CENTERLINE r EXISTING GROUND AT \�'�i i`-- - S PIPE CENTERLINE 2735 18"GIRR 2735 2735 2735 12"W �6"PIRR Z �_12"GIRR lO w - J y o CD 0 Q 0 2730 2730 2730 2730 Q Q z Q z CONTRUCT NEW MANHOLE w cc OVER EXISTING 8"SEWER MAIN LU y w 2725 2725 2725 2725 W 42.11 LF 8"PVC @ 0.45°� 1.77% 176 03 LF g"PVC @ SSMH 4(48"DIA.) 395.50 LF 8"PVC @ 0.45% SSCO 1 (T-TYPE) STA= 11+80.53(W) SSMH 3(48"DIA.) STA= 18+44.10 STA= 10+00.00(E/S) 2720 2720 2720 2720 394.99 LF 8"PVC @ 0.45% STA= 17+99.99 RIM = 2739.26 RIM = 2736.45 RIM = 2739.18 1 8"INV OUT=2721.81 (N) DIA.) 8"INV IN = 2722.95(E) 8"INV IN = 2721.62(S) 8"INV IN = 2722.95(S) 8"INV OUT=2721.52(N) STA= 13+99.99(N/S) 8"INV OUT= 2722.85(W) STA= 13+99.99. SSMH 2(60" (N/S) STA= 10+00.00(E) STA= 10+00.00(E) RIM = 2739.19 SSMH 1 (60" .00 RIM = 2739.19 8"INV IN = 2719.74 E STA= 10+00.00 ( ) 8"INV IN = RIM = 2738.50 "INV IN = 2719.74 2719.74(S) PROJECT NO. 21-0701-HAD 2715 8"INV IN = 2717.85(S) 8"INV IN = 2719.74(S) 2715 2715 8"INV OUT= 2719.64(N) 2715 DWG FILE C.400 EXIST.8"INV OUT=2717.75(E) 8"INV OUT=2719.64(N) DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 03/12/24 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 9+75 10+00 11+00 12+00 VERT.SCALE AS SHOWN Cm400 SHEET 6 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.400(SEWER PLAN AND PROFILES).dwg NOT APPROVED FOR CONSTRUCTION W / - - ----- ----- - - -L 21RR - PIRR--- - PIRR- - PIRR - ---MR - PAR PIRf - - PIRR - - PIRA a PIRP PI R- a - - /as - BLOCK 1 BLOCK 1 Uj BLOCK 2 15 14 13 12 11 10 9 8 7 6 5 4 3 2 S a 6 2 3 I11 - _ _ c� r Q Q ¢< W U a z c.�a z U a z oCC a z �. �, �, �, S d a z ACC a z < � �U � �� � < � c�¢ z ccCL o�az o�Qm ICLM o�Qz rrQz o�CL IQz a�Qz y < - < 2mij mop o orp o oI_p o o�p -. ¢� ¢� ¢� ¢� ¢� 2 ¢3 ¢C ¢3 ¢C ¢� r-r-o o cp LnO o M I`F- N NLn� N fDrH N CV Ln� N pLnO MlnO o C0`0 (.0 �p0 o NCO \ C\I o CpOp \ CO CAO o pp f�0 0 00MI N NLn I_- N o s r_co I- N p-- N Cn CV _ N p - N M Lo~ N ti I-H N p I- N I- N I- " I- N (,�� / �< +CV', @ +N @ +N @ +NU, @ +V In (�l +Lf)Ln (�, +Ln In (�l +In In (�, +'6 Ln (,>� +Ln In /;�� +L6 Ln (l� +Gp 10 @j +<D a, @ +<D a, @ j N LO O �J +N p LJ N U IBC, U ~CV U �tiM U pNln v N� v CVO vv N� v NNE L1 NNE \J MNL �J MGV� \J MN� �J �N� �J ISM U �r- U ° N > rN > rN > N > ~M U rI- U r~M U rI-CO C ~M U ~M U �M U ~M U ISM U ISM U rcli > N > II II a II II a II II a II II a rN > rN > rN > rN > rN > rN > rN > rN > rN > rN > II II a II II a 1 A II II II II II II a II II a II II a II II a II II a II II a II II a II II a II II a II II a II II ■� C-3_J - c.�-� - c.�-� - c.�-� - II II II II II II II II II II c�_J cnC/yC/y CfnCnCn C/3&5U) CnC/3U) U_J U_J U_J v U_J U_J U_J v U_J v U_J v U_J v U_J v U) U) CnCnm � Cn m cn u°�u° cn m cn C/3 U) co�u° Cn Cn m co�u° w m'w cn cn 55 U cn U y o _Q 1 o T 00 Cj--y 1 W W I W I 1• S T .s • ° s • S S . ° • s S ° S ° s �_ �- • ° • °1'• ° N O CJ� N c� Wo S 16 S°° T N W W W W W- H T� s ss ss ss S• 10 8 168.8° w w w w w w 178.9° SSMH 7 J 00 00 au - 11 ss - - -E.HADLER DR.- Ll - - - - - - - - - - - - - - - �++ m o ao 0 y 1' a o - - - - SSMH 4 0 s s ss s ss ss ss ss ss ss ss�-SS-SS, ss ss ss = a Y p Iw 1 11° Q o SC = 10+28 m a 3 / 11 13 14 i5 178.9° i6 LU cw :� / • N ¢ U W - o SI =2724.66 AT R/W SSMH 5 -i p S S - - - S• S SEWER PLAN AND PROFILES O w m o 17 SL=31.2'TO CAP °O° ti 1 = x (4"PVC @ 2%MIN.) SSMH 6 o co _ o S o w o SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" Z .I w � CD T ° o o[azazazazazazazazaz U o �¢ �¢ �¢ �¢ �¢ �¢ �¢ �¢ �¢ �a za z Ica z o 3.50 C\I N �r� N Cn C�� N co aO� N r-Cfl� N ��� N_81 I`N� N N� N_81 p� N M M O o ¢U ¢U CIVIL INNOVATIONS w 1 a w SC = 10+67 7.50' co co 00o vQ? c0r NM coon orb Lnw a,r MCA~ N pro o mpo +vCn +tea, + * co +L6 CO +L6 u� +LiCo +Ln Cn +L6 Co +co Cn r�N N vI- N Ln - 18 SI =2724.97 AT R/W pNN @ CVN @ CVN @ NN @ NNN CUNN MNN C7NN MNN @ +Nr @ +NO @ +NO @ +p r� r� r� ti h N RTH SEWER NOTES S N _ SL=27.0'TOCAP 3 rN > rN > rN > rN > rN > rN > rN > rN > rN > NN U Ln� CO�r cn (4"PVC @ 2%MIN.) II II ° a II II ° a II II ° a II II ° a II II ° a ° II ° a II II II a ° II ° a II II II a II II a rcli > rC\I > r 40 20 0 40 80 � POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER J = c�_J = C_;1 c�_J = C�-� LD = c.D-� = c�-� = CD = II II II II a II II II a II cncncr5 NNE v ��� NNE v cncr�cn ��� u°cr�u° UN5 C_'-J U_J ' U_J = U NOTES N0. 2 AND 3 ON SHEET C.100. cn cn `� Cn cn cn Cn m Cn m 1 HORIZONTAL SCALE IN FEET 1 I, * SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE .1 SC = 11+05 4 2 0 4 8 SEWER NOTE NO.4 ON SHEET CA 00. 19 SI = 2725.37 AT R/W SL= C @ 2%TO MIN.) a BLOCK VERTICAL SCALE IN FEET rc � •.� - (4"PVC @ 2%MIN.) • N �� S 11 6 S I LU N o o I 6 SC = 11+43 y PIRR PIRR PIRR PIRR PIRR IRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR- ' SI = 2725.76 AT R/W 20 SL= 27.0'TO CAP ti W 4"PVC 2%MIN. e -III I ( @ ) - - - - - - - - - - - S NAL E�� SC = 11+81 0 ° SI =2726.16 AT R/W 21 SL=27.0'TO CAP � ��IS TE�� l /� w (4"PVC @ 2%MIN.) - - - - UW 31 1 0�62,• 3.50' - -- I, • 31 PIRR PIR PIRR PIRR PIRR PIRR PIRR PIRR PIRR ��� 1 1 - BLOCK 1 SC = 12+19 ti 7.50' �I V 1 SI = 2726.55 AT RAN 22 SL= 27.0'TO CAP OF P"R (4"PVC @ 2%MIN.) 1 LL w SC = 12+57 I FUTURE HADLER FUTURE HADLER a I er SI =2726.95 AT R/W I CC U a 0 o 1 - 23 SL= 27.0'TO CAP 3 I SUBDIVISION SUBDIVISION = o LU z r - - - -(4"PVC @ 2%MIN.) - °C p }z a m o o ¢ o Tp�� �� �� LC.I z z �Q SSMH 10 Im z o U o9 z = N IL FUTURE HADLER w T o 0 o 0 ° SUBDIVISION a x w � a a _ w w w w w w w w w apz x � mop o - - - - -FUTURE E. OVERT DR. - p SS SS SS SS SS S SS SS SS - SSI SS SS SS SSI SS w �w w 14 15 16 17 18 2-1 r S \ Q Z -~ -- m J 1g s� w ¢ o w w vxi H x o - FUTURE HADLER � SUBDIVISION III _ 8-INCH SEWER- E. HADLER DR. PROFILE-STA.9+50.00 TO STA. 16+00.00 8-INCH SEWER-S.ZENITH AVE. PROFILE 2745 2745 2745 2745 r ■ O FINISHED GRADE AT PIPE CENTERLINE 2740 2740 2740 2740 O w -- -- ------- --- EXISTING GROUND AT y = o PIPE CENTERLINE ■ Q ___-- ---- - ------ ----- - _-------- -------- - - , ---------------------- --------- -- ----- --- Q 2-1 2735 2735 2735 2735 = W w EXISTING GROUND AT PIPE CENTERLINE FINISHED GRADE AT � PIPE CENTERLINE cf) 2730 2730 2730 2730 a 48.63 LF 8"PVC0.45°� 122.39 LF 8"PVC @ 0.46% 2725 383.38 LF 8"P C @ 0.45% 2725 2725 1.04° 283.69 LF 8"PVC @ SSMH 10(48"DIA.) 2725 SSMH 7(48"DIA.) STA= 12+87.69 SSMH 6(48"DIA.) STA= 15+66.40 STA= 14+40.01 RIM = 15+6 3 RIM(TEMP.)=2736.57 PROJECT N0. 21 0701-HAD RIM = 2738.24 RIM(FINAL) = 2735.96 SSMH 5(48"DIA.) 8"INV IN = 2725.10(E) 8"INV IN = 2725.76(E) SSMH 4(48"DIA.) 8"INV IN = 2726.00(S) DWG FILE C.401 SSMH 4(48" .00DIA( 8"INV OUT=2725.66(W) STA= 10+00.00(E/S) 8"INV OUT=2725.90(N) DESIGNED BY BT STA= 10+00.00(E/S) STA= 10+52.63 8"INV OUT=2725.00(W) STA= 11+80.53(W) STA= 11+80.53(W) RIM = 2736.52 2720 RIM = 2736.45 8"INV IN = 2723.27(E) 2720 2720 RIM = 2736.45 2720 DRAWN BY JTA 8"INV IN = 2722.95(E) CHECKED BY BT 8"INV IN = 2722.95(E) 8"INV OUT=2723.17(W) 8"INV IN = 2722.95(S) 8"INV IN = 2722.95(S) 8"INV OUT= 2722.85(W) 8"INV OUT= 2722.85(W) ISSUE DATE 03/12/24 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 13+00 13+50 Cm401 SHEET 7 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.400(SEWER PLAN AND PROFILES).dwg NOT APPROVED FOR CONSTRUCTION w w FUTURE E. VIA ROBERTO LANE w w - D - - - - - - - - - - - 66 SS- SS EP P EP -77 1 . ° 1 ° ° 1 ° .. S ° °1 1 .1 °° ° .1 i .1 w 1. .•1 ° `1° `S• 1.. °° ° 1 1�' • .1 • .1 1° ° ° °• S 1 9 ( ° ° o 0 4 �-GIRR - - GIRR - - - - - 1 s R - - J GI gal GIRR ° GIRR GIRR GIRR GIRR aGIRR ° GIRR GIRR • GIRR - U- GIRR T r - - - - - - - - - 1 00 1 O r E O ----- ----- - - 1�° I N N 0 O PIRR- - - - - - - PIRR- PII R- - GIRR PIRR_ - - PIR- - - IRR - - - - PIRA PIRR- - - -MR ® J g C\ j r a m C Coo _ a YFj BLOCK 1 BLOCK 2 BLOCK 2 I CIVIL INNOVATIONS 0 m Z 3 3 2 1 6 2 3 4 5 8 7 8 9 10 11 12 13 I NORTH O co = 1 ^ co ^ ^ ^ ^ ^ ^ _ 1 ^ _ FUTURE HAILER 40 20 0 40 80 o Lr d Z lL d Z OC IL Z Ir CL Z CC IL Z OC d Z lr d Z d Z lL a- Z d Z lr CL Z T azaz ¢ - ¢ - ¢ - ¢ - ¢ - ¢ - ¢ - ¢ - ¢ - r ¢ - ¢ - I SUBDIVISION COONS N COI-H N co �O -._1 CAI LC)O \ CO I`O o CD o �00 r1_NO OVO N LC)U-jO CV Or-O N 1 0000NO CV NCO N O o 0 0 CD N H N It C\j C) N co 0-1 CD N H N p N 00 I HORIZONTAL SCALE IN FEET /�� /�� +r U3 +moo U3 +r Ud +moo U3 +06o Ud +060 +060 @ +060 @ +eoo @j +oio @ +a; @ 4 2 0 4 8 +CD Ln @ +CO F. V U'3 N Co CO N CD CO NCO I�NCO f�N CO I�NCO 00 NCO M NCO 00 N CO O NCO O NCO MN Ln VNIn ~M U �M U ~C+M U �C•J U ~M U ~C+M U ~M U �M U ~M U •I �M U N~M U �M U �M U TN > TN TN TN TN � TN TN TN TN TN N � T N � T N � I I I I d I I I I O_ I I I I O_ I I I I O_ I I I I O_ I I I I O_ I I I I O_ I I I I O_ I I I I CL I I I I O_ I I I I O_ II 11 CL II 11 a II II II II II II II II II II II II II c�_� c)_� c�_� c)_� U_J c�_� U_J U_J c�_� I U_J U_J VERTICAL SCALE IN FEET U_J - U_J - En C!J C5 � C/)Cf)w En C!)U) � C/)C/)Cn U)Cn C/) � En C!)C!) � Cn Cn f/) co Cn C0 � Cn f/)w C!)C!)C!) p O r. 1 . 1 I ``'�� S° '1°. � ° 1 1 • 1 1 8 . ° S ° II ° i s ° °S °Sa ° Cm L R* I w w w w w w w w w w 7.53' FUTURE E. HAILER DR. w SEWER NOTES c� I•- 178.9° � SSMH 7 o SSMH 8 s-ss ss ss�-ss ss ss - s - Ss - ss - s - ss - ss - sS - ss=� - - - ssss - - ss - ss - �s - - s; POTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATER H 14 1 15 178 90 16 17 E.HAILER DR. 18 19 20 21 NOTES N0. 2 AND 3 ON SHEET C.100. W ,�, o I I 90.0° 90.0° o SSCO 2 W t H _I.� 11° 1 . N ' 1 1 18 1 ° 1 1 `^I, 1 1 N SEWER SERVICE TO BE PLACED IN WATER CLASS PIPE. SEE SSMH 6 - - SEWER NOTE NO. ON SHEET CA 00.'Ir I az az_ ^ ^ � 3.50' ¢ - mo_ z_ ma z_ cc� z_ ccCL ma z_ m� z_ m� z_ m� z_ m� z_ 7.50' o p o ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ p�rH N MM O o o O \ O o O o 0 0 o y� ��(ON AL MM� N V coCOO ISO) Mti ti0 NLn M Nr o �p0 0 _ O o 1 +CO Ln - I�N� N �� N �U N N H N O N O N � N I- N a Q �T� N r@ +I`O O I� M Ln 00 c6 N C6 CO.6 O.6 M rr- �NI- �J � U3 +CJ U3 +�c �j DCj U3 +�c �j +Nc +�o (� +Nc (3� +No I +N� Ud FUTURE HAILER O� N N U T CO CT CO T T OT OTO W O Is NM U NM U NM U NM U NM U NM U NM U NM U NM U 1 �„� I NNM U n u 11 11 a 11 11 a a u a a u c- a u EL a u a a u a a 11 CL a u CL a u a = 11 11 a SUBDIVISION 4 II II II II II II II 11 11 W 1 11 ��`0�62, U_J - U_J - U_J - U_J - U_J - U_J - U_J - U_J - U_J - U_J - (�I C!)C!)C!J � GJ C!)C!) � C!)C!)U � C!)C!)C!) � f/)Cn f/) � C!)C!)C!) � fJ)fJ)Cn S f/)f/)Cn � C!)C!)C!) � f/)f/)Cn S Cn f/)Cn S 1 Q C!J C!)C!) b C.)_ co 1 6s 155.9° 11.05' 1 J OF O BLOCK 3 IN P. S� 11 S H9 SSCO 3 y 7400, PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR O s O' • PIRR PIRR _ W S LL U � (7 Iff/ = L:) CL m J ¢ = ---ILU M F- O Z oc o } m o z -------------------- PIRR PIRR = -- z wCDZ = w FUTURE HADLER CDm _ r � SUBDIVISION 2'- o G z ((� ` `J�/ � p0 CDz �� o J o w j O_ d pC Z LL.I > LL.I cC oC zOv) SEWER PLAN AND PROFILES2-1 LU o 0 U5=) W SCALE: 1" = 40'-0"HORIZONTAL AND VERTICAL 1" = 4'-0" z m ¢ z � J Cw = 0 LL C/) � � Z 8-INCH SEWER- E. HADLER DR. PROFILE - STA. 14+00.00 TO STA.21+00.00 2745 2745 EXISTING GROUND AT r PIPE CENTERLINE 8-INCH SEWER-S. CADENCE WAY ■ 2740 2740 2745 2745 O ------------ -------- ____------ __ EXISTING GROUND AT ---- ------------ ------------- ----------- PIPE CENTERLINE FINISHED GRADE AT O w PIPE CENTERLINE p J 2735 2735 2740 2740 y = CD FINISHED GRADE AT CD PIPE CENTERLINE 12"SD _ 4"PIRR(8"SLEEVE) z ---- - -- --------- Q z OL w cc 4"PIRR(8"SLEEVE) 2730 2730 2735 2735 w cn 15"SD 85.67 LF 8"PVC @ 0.46% W 391.53 LF 8"PVC @ 0.45% SSCO 2(48"DIA.) SSMH 8(48"DIA.) STA=20+49.60 30.62 LF 8"PVC @ 0.65% 122.39 LF 8"PVC 9-0 46% STA= 19+61.93(E/W) STA= 10+00.00(S) RIM = 2738.11 2725 SSMH 7(48 DIA.) RIM = 2737.06 8 INV IN = 2728.02(E) 2725 2730 2730 SSMH 6 (48"DIA.) STA= 15+66.40 8"INV IN = 2727.63(E) 8"INV OUT= 2728.02(W) STA= 14+40.01 RIM = 2739.03 8"INV IN = 2727.63(S) 1.01% RIM = 2738.24 8"INV IN = 2725.76(E) 8"INV OUT=2727.53(W) 91.26 LF 8"PVC @ SSCO 3(T-TYPE) 8"INV IN = 2725.10(E) 8"INV OUT= 2725.66(W) SSMH 9(48"DIA.) STA= ( -TYPE) 8"INV OUT 2725.00(W) +27.88 SSMH 8(48"DIA.) STA= 10+95.26 RIM = 2738.14 STA= 10+00.00(S) RIM = 2737.87 8"INV IN = 2728.85(SW) STA= 19+61.93(E/W) 8"INV IN = 2728.65(SW) 8"INV OUT= 2728.85(NE) 8"INV IN = 2727.63(E) 8"INV OUT=2728.55(N) PROJECT NO. 21-0701-HAD 2720 2720 2725 = 2725 8"INV IN = 2727.63(S) DWG FILE C.402 8"INV OUT= 2727.53(W) DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 03/12/24 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 9+50 10+00 11+00 12+00 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm402 SHEET 8 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HAILER-C.400(SEWER PLAN AND PROFILES).dwg NOT APPROVED FOR CONSTRUCTION III III - CONSTRUCTION KEY NOTES EXISTING APEX SOUTHEAST a K m 3 iu �� WATER PLAN 2WATER PLAN SUBDIVISION N0.2 1 SCALE: 1" = 50'-0" HORIZONTAL LL) T12 Tee,12"Tee BF Blind Flange,12" II BF I I IIIN �113 LF 12"PVC EXIST. 12"PVC a III �; 75 50 25 0 50 100 Single Water Service Per City Of Meridian Standard Drawing No.W1 &W2. IT13 Tee,12"x 12"x 8L " lml CIVIL INNOVATIONS HORIZONTAL SCALE IN FEET Install 3/4"Service Lateral With(1)3/4"Meter Setter. K 1 1 1 12 --- P1 W - - - - - - ;;I, J NORTH PIRR PIRR PIRR PIRR Double Water Service Per City Of Meridian Standard Drawing No.W1 &W3. — SS — — — — — SS — — — — — SS 1 lnl Tee,8"x 8"x 8" S2 Install 1"Service lateral With(2)3/4"Meter Setters. Single Water Service Per City Of Meridian Standard Drawing No.W4,With Approved RPBA S n n J WATER LINE NOTES T6 Tee,8"x 8"x 6" $$ (Irrigation Service).Install 2"Service Lateral With(1)2"Meter Setter.RPBA Must Be Approved By j w w w w w w w w The State Of Idaho,Department Of Environmental Quality And Meridian City Water Department. �I POTABLE/NON-POTABLE CROSSING. SEE WATER 2"Blow-Off Assembly Per City Of Meridian y FUTURE APEX SOUTHEAST \ FUTURE E. ACME ST. NOTES NO. 2 AND 3 ON SHEET CA 00 V12 Valve,12"Gate [B] SUBDIVISION NO.3 so so so so so so so so Standard Drawing No.W13 S ss Ss ss s ss ss S Ss ss I _ NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OF 4"Blow-Off Assembly Per City Of Meridian 55 COVER,ALL OTHERS SHALL HAVE 4 FEET OF COVER. V8 Valve,8"Gate B1 Standard Drawing No.W13 0 ® _ Fire Hydrant Assembly Complete Per City of Meridian Standard � � 5S V6 Valve,6"Gate Drawing No.W8(Also See City of Meridian Standard w 00 Drawing No.W9 for Water Service/Fire Hydrant Location) O N cv oTlo E TYPICAL TRENCH PER ISPWC SD-301, E11 Elbow,8",11 1/4° P.C.C.Thrust Block(As Required Even If Not Shown) c i � 0 > ao is m STREET CUTS AND SURFACE REPAIR m o 00 Point of Connection.After Testing And Approval,Remove — o PER ACHD SD 303. ti E22 Elbow,8",221/2° P1 Q cn c\ N Existing Blow-off and Connect to Existing Water Main w . U a Point of Connection.After Testing And Approval,Remove Existing O z — E45 Elbow,8",45° P2 O M m 0 90°Elbow and Connect to Existing Water Main as Shown = I i E90 Elbow,8",90° o N I I II Z T o FUTURE APEX SOUTHEAST SUBD. NO.3 FUTURE APEX SOUTHEAST SUBD. N .3 y / N N PIRR PIRR PIRR PIR PIRR PIRR PER PIRR PIR PIRR PIRR PIRR PIRR PIRR PIR PIRR PIRR 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ! v w w w I< FUTURE E. VIA ROBERTO LANE + - - - - - - - - - - - - ss 1 1, B K _E.Via Roberto Ln. $` `5 I EP EP -- o • f S f `• • • , °f • • 9 • f •. •.f.• f. •f • °Y f.. • 'f • , °.f .f • S f f . . •1 \ -- — °f " f. • ° 1 °.f • f. • I° I ° ° • f • •• ° • 1 P, f Lf1 . f f ' . • ' . - - - - °•f°°- - - - - - - - -f- - - - - - -•-f-`•1•,- - - - - - - °j -f.- - - - - - - -f•- f a - - - - - - - S.•- - - - f - - - - - - - - - - —/� •f f. f•' f f•• •f ` f • f f• .S S l ° l f } 4 GIRR GIRR GIRR GIRR ^^ GIRR GIRR GIRR GIRR 1 •• s GIB •� GIRR GIRR GIRR GIRR GIRR •GIRR GIRR GIRR GIRR — GIRR GIRR GIRR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / / — ---- ---- — 0 a „ — PIR PIRR — ---MR PARR — — PI PIR IRR — — GIRR — PIRf� O — — IRR — — — R — — PIRiR — PIRR— — — PIRR �Ra — PIR PIRR PIRR IRR P+RR PIRR 20.00'WIDE II " z W 1 10.00' I oNAL r— - CIWAOTER ESMT.MERIDIAN \��sTE l 11.00. BLOCK 1 ae BLOCK 2 BLOCK 2 O� 4�w W OCK 1 I `—' � = 15 14 13 12 11 10 9 8 7 6 5 4 3 2 W s 2 3 4 5 6 7 8 9 10 11 12 13 17.00' 2.00'. 1 o � L1J h FUTURE HADLER 39.00' IN a 1 't o K K _ I a K I SUBDIVISION �I 0�62, K _ S1 76 LF 8"PVC Q 32 V8 H S2 00 U_ H ' LU E11 S2 K S2 S2 S2 S2 S1 J� d' s'1i o ¢ 171 LF 8"PVC V8 S2 S2 S2 S2 K L I 16 LF 8"PVC S2 a o T 25 LF 8"PVC T O Cl) T8 131 LF 8"PVC 284 LF 8"PVC 8 LF 8"PVC E22 ,�_` H 381 LF 8"PVC 10 LF 8"PVC T8 V8 V8 K I SIN P•�� .IZ . _ . . — . o o - f Lq U? K V8 12 12T13 =_' 9 w w ;. • r :f s t. ° — — `�, P f . f -, . o w° w w . w w w w w g K w L I w i I s I _ ss ss ss• - - - - - - - - - - 98 LF 8"PVC „ I � � � o 0 20 LF 8"PVC ss ss ss ss s ss ss ss ss ss ss ss - s ss , ss - ss ss— s - s - ss- - s - ss - ss s - ss s - - W = L 4. c E.HADLER DR. o FUTURE E. HADLER DR. SS w zo w 49 LF 8"PVC o o z } i 7 O f OG OO • .. % f N f s f f' f • 1 T8 T6 f '� SS _ Z j m K El L0 a _N SS wQo III - °. ss X o z E11 T6 E22 T6 LU w I K S2 S2 V6 S2 S2 S2 K S1 V6 S2 S2 S2 S2 a S2 0 0 0 o z Iy III 1 — 18 Vg K I � I �, _o Iv+ N w s 1i 1 2 3 K 5 6 7 8 9 10 y y T I FUTURE HADLER LU F w a. ~ 2 13 14 15 16 17 18 19 20 3.50' ' 7.50' } I w � K SUBDIVISION z o N < LUo 0 05, �� z L1J W ,i 19 E11 K zm � � � I • "= oo BLOCK 3 16 LF 8"PVC < z c TYPICAL TRENCH PER ISPWC SD-301, •' W � 11 o J = w STREET CUTS AND SURFACE REPAIR '� a .PER ACHD SD-303. ca T PIRR PIRR PIRR RR PIRR PIRR PIRR PI PIRR PIRR PIRR PIRR PIRR PIRR E11 K PIRR = O= I C/) 20 20 LF 8"PVC z 11.00' S2 S3 — — — — o L — — — — — — — f _ J t °E PIRR PIR 2S-M7� B 17.00' 2.00' f• 25'MIN.' V w _ 21 i f 0 0 — — — — — — — — — — — — — — — — 0_\ ``` SOi / K — PIRR PIR PIRR 39.00' I - - - - - - - - - - }i 3.50 1 � I FUTURE HADLER 5 Sp. C" 7.50' -- -- -- — -- -- -- — -- -- -- -- -- — -- ` _ // ` �� SUBDIVISION _ _ _ — EG — EG — �, _ _ T { BLOCK 1 PIRrt PIRR PIRR PIRR PIRR PIRR PIRR PIR ` /u �`� �� � /4 ��� `SU � / _ EG ja - I n ...................... / / — — — — — — — I 22 K V6 T6 I H K pRR �� \_/ / G/ EG — G EG r a 1 i S f FUTURE HADLER P` EP EP FUTURE HADLER o y I n 23 51;F 8"PVC SUBDIVISION SUBDIVISION Qe �� FUTURE HADLER a — — — — p/RR a\ y �j SUBDIVISION w CD III FUTURE HADLER / SUBDIVISION p -i RR y/ G II K w w w w w / / ' _ CL — — —FUTURE E. OVERT DR.— p Q LJJ o G s GG GG GG 9R GG _SS—__GS 5s SS _SS_ SS / o Q w Lu I ' I III ti Ste , / W Q w - J FUTURE HADLER w SUBDIVISION 11.00' FUTURE HADLER FUTURE HADLER 3 / SUBDIVISION SUBDIVISION 17.00' y 2.00' 1 I I / PIRR — — PIRR — — PIRR— — — PIRR — — PIRR— — — — PIRR — — `'IR — — _ — PIRR PIRR a EG — EG EG — — — EG — EG — — — EG — — EG — — — EG — EG — EG — — EG 1 � B1 I ; — eG K EG — — — — — EG — EG EG EG EG EG EG EG EG EG O — OHP OHP OHP — — — — — OHP — — — — — OHP ` \\ fG \ \ \ \ \ \ \ PIRR / l PROJECT N0. 21-0701-HAD DWG FILE C.500 DESIGNED BY BT \ GNp \ r �a� C�` fG DRAWN BY JTA \ C \ / \ \ \ P/RR / CHECKED BY BT \ \ \ o oHp fG fG ISSUE DATE 03/12/24 \ \ GHp\ \ \ \ \ P/RR / // // HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Jo_17 EG Oyp \ \ EG Cm500 SHEET 9 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.500(WATER PLAN).dwg NOT APPROVED FOR CONSTRUCTION I 11 - IN I II I I � FUTURE APEX SOUTHEAST SUBD. NO.3 FUTURE APEX SOUTHEAST SUBD. N .3 N / PIRR PIRR —PIRR PIR PIRR PIRR PIRR PIRR PI R PIRR PIRR PIRR PIRR PIRR PI R PIRR PIRR 1 N — — — — — — — — — — — — — — — — — — — — — — — — — — o FUTURE E. VIA ROBERTO LANE h K 81 LF 6"PVC K o 00 E.Via Roberto Ln. S' '5 I K -- E7 EP eP E7 K o T O ~ T O -- • P .r r r { .•r°° l I, •f °P• ° ••r • • .r r. r° r . r•• r °rS• ° V6 V6 I. ••r r.° 1 r f'. r° .. f r . r r ..r S •r S 1° r . • • I �r ` • r• • M O— — R1 _ `n T GIRR JI E7 — — — — — — — — — _ — _ — _ — _ — _ — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r 1 — — — -7—�� 1 r t _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J sO — — —GIRR — — — — — — GIRR— — — — — — —GIRR — — — — — — GIRR— — — — — — \^^• r GIRR — — — — GIRR— — — _ — GIRR — — — — GIRR _ — — — S1 — — GI R — J S1 GIRR GIRR GIRR GIRR GIRR GIRR T6 GIRR GIRR : ) GIRR GIRR GIRR GIRR m 0 O Q Y 14 LF 6"PVC - -- - ---- - 14 LF 6"PVC oc w 10 LF 6"PVC o - - - - - ' Q c/� LU IRR R PAR& PIR PIRR RR PIR PIRR C6 V6 K IRR RR PIRR PIRR Uj m Z ti / PIR PIRR R PRiR 559 LF 6"PVV P R IRR P — o r „ Uj O K E7 S1 S1 S1 366 LF 6"PVC J 125 LF 6 PVC I O co = O S1 =l S1 S1 v S1 S1 o S1 S1 S1 S1 S1 S1 S1 SL6 SL6 ; S1 S1 S1 S1 S1 o S1 S1 S1 S1 S1 I Z � :r BLOCK 1 L6 BLOCK 1 E7 38.5 LF 38.5 LF E7 BLOCK 2 BLOCK 2 o y 1 .l 15 14 13 12 11 10 9 8 7 6 5 4 3 2 6 2 3 4 5 6 7 8 9 10 > 11 12 13 I I� N all '� K K �` FUTURE HADLER � �. it r Q a�t I SUBDIVISION — W 5.00' IIN I w 1 . •II' � I r — . — . — . — 77 ti cl m° L COD K E1 V4 W W W W °I s "II 16 SS SS — W W W r W W W W W W W W 00 W W W S1 ss - - - - - - - - ss - ss - Ss- ss - Ss ss— s s ss— 48 LF$L4 T, Ss ss Ss ss s ss ss ss ss ss ss ss — - ss S 7RE wn. E.HADLER DR. U . HADLER DR. s$ it Iy III ; S1 17 E1 V4 I r N3 N I 's 41 LF 4"PVC ss a W 5.00' U, 15- K $� K S1 18 J V4 ca V4 w 1 2 3 4 5 6 7 8 9 10 S1 "' "y 5 LF 4"PVC FUTURE HADLER ��ONAL E� f _ 3 12 13 14 15 16 17 18 19 20 SUBDIVISION �� �C'ISTE�� l o I . -i K K K T4 - C4 K Q 4 32 LF 4"PVC SL6 co I Y`0 6�� I i ly 9 a 19 E4 o S1 S1 S1 S1 � S1 S1 S1 S1 S1 S1 BLOCK 3 S1 S1 S1 T4 S1 S1 S1 S1 q o S1 S1 15 LF 4"PVC o w ti III , i 11 51 � �' 0 41 LF 3�/��-74 51 / d� D o w l of H I 5.00' PIRR PIRR PIRR RR PIRR PIRR PIRR PI PIRR PIRR PIRR PIRR PIRR PIRR y 636 LF 4"PVC SIN p. S S1 20 244 LF 4"PVC o 0 �o -CL E2 V4 K o / 15 LF 4"PVC o I r •i 23.75'— — M L — — — — — — E3 o _ PIRR PIR E4 K — o III 5 LF 4"PVC c � a 11 U W r l �++ o o a 125 LF 4"PVC K J � '• I. s o 0 77 LF 4"PVC / C4 K z S1 21 a O �12 LF 4"PVC _ "' PIRR PIR PIRR III N -- -- -- — -- -- -- K __ S00' FUTURE HADLER _ _ _ _ _ z ¢ o 1° w LOCK1 r y t P17 PIRR PIRR PIRR PIRR PIRR PIRR PIRR �`` /,x—��/�\ E\� ` SUBDIVISION / \ / EG — EG EG w z �l / - - - - o S1 CD 22 // a , i / / / / / EG EG EG E J C� PIRR / \ E / z � / / Ooc z V4 C4 / 5y / /6G — dHO — — — — — — — OHP pOC 0 O 1 S S r E4 K \ / FUTURE HADLER / / // LU z a. °� / ZpN h III a S1 EP FUTURE HADLER /e SUBDIVISION e 23 11 LF 4"PVC SUBDIVISION / ° °� ¢ o zo w _ _ K / oC � o d PIRR y / // ui O w o coC.7 ——�r —ems / m 1 o � < z � N o FUTURE HADLER PRR y \ c \ / o = C) SUBDIVISION _ _ -� \ / / w v, �/ / / z C6 w w w w w w / / - - - - - - - FUTURE E. OVERT DR. IN o I V6 s s ss ss ss ss ss Ss— ss ss ss ss ss I I I s>\ LLJ I I I w I l I _ J w FUTURE HADLER e / / ■ FUTURE HADLER FUTURE HADLER N 3 SUBDIVISION IN SUBDIVISION SUBDIVISION PIRR PIRR PIRR PIRR PIRR PIRR _ _PIR PIRR PIRR c o — — PIRR rr rr - - - — O \ c / // / I - EG EG EG EG EG EG EG EG EG EG EG \ \ \ / - - - - - - - - - - - - - - - - - - - - _ EG / EG EG — EG — EG — EG EG \ \lPiRq \ / / Q �_ EO — — — — — — — — _ — — EG Ga,� eRa — oHP — — oH�- .,_�, ,-r — oHP — — oHP e — \ � \ PiRR / CC Q CC CC \ \ \ \P/Rq\ / ,// / l = C CZD \\ PRESSURE IRRIGATION PLAN CONSTRUCTION KEY NOTES LU y C SCALE: 1" = 50'-0"HORIZONTAL 2PRESSURE IRRIGATION PLAN 1 75 50 25 0 50 100 W BIYI-ATIGNs [SL4] Pressure Irrigation Sleeve, 8"PVC, C-900 E7 Elbow, 6", 45° IIIIIIIIJ NORTH HORIZONTAL SCALE IN FEET Q SL6 Pressure Irrigation Sleeve, 12" PVC, C-900 E8 Elbow, 6", 90° [T4] Tee,4" 1111111 Reducer, 6"x 4" PRESSURE IRRIGATION NOTES: [T6] Tee, 6" [C4] Plug or Cap,4" 1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL BE [V4] Valve, 4"Gate [C6] Plug or Cap, 6" OWNED AND OPERATED BY HADLER SUBDIVISION HOMEOWNERS ASSOCIATION. IRRIGATION WATER WILL BE V6 Valve, 6"Gate S1 3/4"Pressure Irrigation Service Per NMID Standard PROVIDED BY NEW YORK IRRIGATION DISTRICT. Detail-Type"A"Riser E1 Elbow, 4", 11 1/4° S2 2" Pressure Irrigation Service Per NMID Standard PROJECT NO. 21-0701-HAD Detail -Type"A"Riser DWG FILE C.600 [Ili Elbow,4",221/2° OK P.C.C.Thurst Block(As Required Even If Not Shown) DESIGNED BY BT DRAWN BY JTA FE Elbow, 4",45° [OF] Deflect Pipe Per Manufacturers Specifications CHECKED BY BT lml Elbow, 4", 90° Point of Connection.After Testing And Approval, Connect To ISSUE DATE 03/12/24 Existing Pressure Irrigation Main HORIZ.SCALE AS SHOWN [Ili Elbow, 6", 11 1/4° [N2] After Testing And Approval Of RPBA, Connect To City Water Service VERT.SCALE AS SHOWN EE6 Elbow, 6", 22-1/2° C0600 1 SHEET 10 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.600(PRESSURE IRRIGATION PLAN).dwg NOT APPROVED FOR CONSTRUCTION - IIIII I II ( FUTURE APEX SOUTHEAST SUBD.NO.3 FUTURE APE SOUTHEAST SUBD.N .3 / III I N I m PIRR PIRRb WRR PIRR IRR PIRR PIR PI R PIRR PIRR PIRR PIRR PI R m PIRR PIRR \ v\ yl�' - - - FUTURE E. VIA ROBERTO LANE ` - � - � - S. N.5 273 - o - - - - - - - - - - - -\ 2�3j o - - - - - / - r� - - fL ` _ _ -2739- - - _ _ E.Via Roberto Ln. I 2736= 6_ - - o - - - - - . o - - - - - _ _ - - - - - - - - - - - - o _ _ _ 2738 _ _ - - - - -2739 . _ - . 2�4� \ - - - - T T -'- GIRRMHI =s- . �<-= --:- - - _ - __ - - -- - - ==-GIRRMH4r��===-ram==r_-� - - - - - - - - - - - L - ° . . . . . - w o0 -` - _- - - - - ` � J -_-_- - - - - - GIRRMH2_-- - - - - - - - - - - - - - - - GIRRMH3- - - _ _- [L -s :- - - - - - - - - - - - GIRRMH5 - 1� __ = Lam- _=- GIRRMH6= __- -___ __============GIRRMH7 135.9 -_=2738= oTo 0 �' 'T - �.T _ _ _ _ _ 10 __ �`- --G - _ -�IR� - - =GIRF�- SilRR_ - GIRi� - - - � - - I IR:r t - IRR - - �,I f - - - _ - GI= �G --�R-•- -� - _�ISF� GIRR - - N GIRR- -- - _ -GI _ - _ _- 6��- - - _ C/� T U y ° -o 7 112738- - - - 12 - - 1 - - 180.0° - - - - - - - - - - - - - - - - - - - - - - 180.0°- - - J 180.0° - 8 - - - - - - - - - 180.0° 2 1 ° RR =4sn R - R \w 2�39 g98.7 89.8 2�39 3 2739 14 15 16 17 18 19 41 - '20 21 22 2 0. 80 0 I 40 _ 27 _ 23 24 25 - - _ 26 JAI > o 2737 - I - _ - -2738-GIRR - _ - - - - ° - - - - - a m o C a i ^ ui _ -2� 39 2739 Y - w BLOCK 1 ' \ ^p Q U) w BLOCK 1 a } \ BLOC 2 =2�Q2 c BLOCK 2 \ III p z Iv 15 14- -13 i - - 2- 11 10 9 8 7 6 5 4 3\\ u� d 2 - 3\) \ 4 5 6 7 8 9 10 1 12 13 MATCH EXIST. Q m ICI ( kr� o \ 0. \ \ \ 3:1 SLOPE,TYP. FUTURE HADLER \ IC M = I� ao rn Q, 1 / \\ � _ r SUBDIVISION o N \ coOL CM M y co co W ° ll. I 'N N \ r- I r- \ r- IIIII T 6.00' - - - _ - l I Ia '�� 5 IhI� .00' - - - r � V �> � •7, � I� � I � IIIII II liI I tI M_ w :,. . S N SS 16 2737 t - -w w _ _ w 9 - w 2738 - - -�- - -E2T3 - - - - - - - w I - IIII IIII - 1 - ss ss - - s ss rs 2 SS-SS y ss - ss ss s ss ss Ss ss r ss ss ss m III 2l3 �.?8 E. HADLER DR. FUTURE E. HADLER DR. s I II of• I - .. - s 172�37 - - 27ss ss IIII 739i 3 I ss ss s III IIII "V 1 A 18 \ � lM ( i co S.CADENCE WAY I III T III l o w 1 2 �" 3 4 5 6 7 8 N 9 10 N T. 9 FUTURE SUBDIVISION R / \ 12 13 14 15� 16 - 17 cal 18 19 20 alw Ij IIII .��, - � � � - - � � � • N 1 III �, 19 BLOCK PIRR IRR PIWR PIRR ,TONAL R 1 GRAVITY IRRIGATION PLAN AND PROFILE 0 62, SCALE: 1" = 60'-0"HORIZONTAL AND VERTICAL 1" = 6'-0" OF X �I IN P IL U W H U d w LU C 18-INCH GRAVITY IRRIGATION PROFILE z = o m 2750 2750 z NOTE:PIPE LENGTHS AND SLOPES SHOWN ARE z a o LU FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE X o z FINISHED GRADE AT f_3:1 SLOPE(MATCH EXIST) "' o J PER PHASE 1 GRADING PLAN PROVIDE 2'(MIN.)COVER FUTURE FINISHED GRADE AT =o -, PIPE CENTERLINE OVER 18"IRRIGATION PIPE PIPE CENTERLINE o 0 2-1 o z a 2745 (PHASE 2)EXISTING GROUND AT z 2745 z � w � FINISHED GRADE AT z a z EXISTING GROUND AT PIPE CENTERLINE o W PIPE CENTERLINE z PIPE CENTERLINE N o n oZ o EXISTING GROUND AT w w 2740 PIPE CENTERLINE N 2740 2-1 - oSTA = _ - -- ---------- ---ti - -------- ------- -- ----- --- ---- -------- ------- ---- -------_ ---- - ----- -------- - -- --- o-- ------ -------- -------- ---00 LF 18"80 PSI PIP @ 0.12%- ----- -- ELEV=22737 35006 a o 62.02 LF 18"80 PSI PIP @ 0.13% --- - ------ T -------- " -- -- 139.64 LF 18"80 PSI PI @ 0.12/" °„ _ = N o o ------358.61 LF 18"80 PSI PIP @ 0.15/0 400 (MATCH EXIST w cli z 2735 289.64 LF 18"60 PSI PIP @ 0.12 289.64 LF 18"80 PSI PIP @ 0.12% DITCH INV) ~ STA= 10+00.00 15.14 LF 18"80 PSI PIP @ 0.12/0 " GIRR MH 5 � GIRR MH 6 GIRR MH 7 10.41 LF 18" 2735 (48"DIA.MANHOLE) "' (48"DIA.MANHOLE) STA(48"DIA.MANHOLE) 80 PSI PIP ELEV=2734.05 GIRR MH 1 GIRR MH 2 (MATCH EXIST. STA= 21+15.04 STA= 22+54.68 STA = 26+54.68 29 @ 0.67% (48"DIA.MANHOLE) (48"DIA.MANHOLE) GIRR MH 3 GIRR MH 4 RIM = 2742.00 RIM = 2742.55 RIM = 2741.= 18"(MACMPTCH INV) 2 STA= 10+62.02(W/E) STA= 13+51.66 (48"DIA.MANHOLE) (48"DIA.MANHOLE) 18"INV IN = 2736.63(E) 18"INV IN = 2736.80(E) 18"INV OUT=2737.28(W) 2730 STA= 10+00.00(S) RIM = 2739.25 STA= 16+41.30 STA= 17+56.44 18"INV OUT=2736.63(W) 8"W 18"INV OUT=2736.80(W) 18"INV OUT=2737.28(NE) 2730 RIM = 2739.88 18"INV IN =2734.48 (E) RIM = 2739.96 RIM = 2740.04 12"WL 18"INV IN =2734.13(E) 18"INV OUT= 2734.48(W) 18"INV IN =2733.84(E) 18"INV IN = 2736.10(E) 12"INV IN =2734.13(S) 18"INV OUT= 2734.83(VII) 18"INV OUT=2733.98(W) r 18"INV OUT= 2734.13(W) 2725 2725 Q w CD Z J cc 2726 o s SS-- 2720 Q OL NOTE:CONSTRUCT STANDARD CATCH MANHOLE PER ISPWC SD-611, z INSTALL OLDCASTLE PRECAST FLAT TOP INSTEAD OF THE 2 MONOLITHIC ECCENTRIC CONE SECTION. < z¢ J z OL 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 22+00 23+00 24+00 25+00 26+00 27+00 27+25 Q Q z 0 w � y 73; Q W CD J a r � mm1 CIVIL INNOVATIONS NORTH 60 30 0 60 120 PROJECT NO. 21-0701-HAD DWG FILE C.601 HORIZONTAL SCALE IN FEET DESIGNED BY BT 6 3 0 6 12 DRAWN BY JTA VERTICAL SCALE IN FEET CHECKED BY BT ISSUE DATE 03/12/24 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm601 SHEET 11 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.601 (IRRIGATION PLAN AND PROFILE).dwg NOT APPROVED FOR CONSTRUCTION I I w j. III I j Isc II iT \ SS 2T36 $$ S.ZENITH AVE. S oos : III I\ it \ 11 w CID T \ w I I w O cn N C? o T N 4 \ I I o ` '°° 00 °o \14 N \ J > \ Y N `� it li \ W MATCHS EXI T. I Q L BLOCK 1 FUTURE HADLER I w � aala \ 3:1 SLOPE,TYP. \\ wI 2740 NI Oo Wz U18 19 0 23 SUBDIVISION 7 mBLOCKI u 25 co 15 GIRR IH 1 . o ` o MH 8 GIRR MH 9 2740T � IRR a O° , li 2739 1 180.0° — J _ — GIRR GIRR GIRR GIRR R ��IRR -I"�� C� J - — — _ _ 13 -= -=14 - -_--_--- --- -129.1°-- / co -- 10 ti=. �—- _— -11 -- — — ,12 - --- - ---_- _ 2737� -, ---- 2738 — — s_2738— - OHP allp — — — o=__ — _— — — _—_— -Ho —2739=dHG — _ o — — — — dHo — — _—_dHo = _ 2739 - EP i _r ___ — — — — d3 — — _________ �3 — ___________lOQMtl ________ __ �______________________________ _________ __ _____________ _________________________________ _____________ __________________ ___l��_____________________�T____________ ____ ___ __ _____ __ — ___________� $$ $S— — — — L d3 _ = �=_ _ =2739---- _ — — — - -_�— _-- - - i � oL_ — 2738= =S.LOCUST GROVE ROAD __—__ —__—=3w 2738 J r <d' W 1 GRAVITY IRRIGATION PLAN AND PROFILE SCALE: 1" = 60'-0"HORIZONTAL AND VERTICAL 1" = 6'-0" AL G,IS TE�� r A 16 OF X LC LU 2750 12-INCH GRAVITY IRRIGATION PROFILE 2750 NOTE: PIPE LENGTHS AND SLOPES SHOWN ARE o z FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE z a o m FUTURE FINISHED GRADE o } a FINISHED GRADE AT AT PIPE CENTERLINE z ¢ o PIPE CENTERLINE (PHASE 2) LU z z x CDz 2745 2745 J O U U EXISTING GROUND AT O O O O Z PIPE CENTERLINE OVER IID2"IRRMGAT ONVPIPE } cc z L z o cn CD 2740 N 2740 0 0 0 0 i--- __ STA= 15+79.7133 wLU --- ---- ---- -- -------- ------------ ELEV— 2736.8900 z I­_Fr _(MATCH EXIST. a z CC 2735 82.99 LF 12"PVC @ 0.22% 282.99 LF 12"PVC @ 0.22% DITCH INV.) 2735 '= J N = 0 w cn H 13.74 LF 12"PVC @ 10.92% z GIRR MH 8 GIRR MH 9 GIRR DIA.MANHOLE) 0~8 W (48"DIA. MANHOLE) (48"DIA.GIRR MH 1 MANHOLE) z STA= 12+82.99 STA= 15+65.97 STA= 10+00.00(S) RIM = 2740.23 2730 STA= 10+62.02 E �, RIM = 2740.23 12"INV IN = 2735.39(SW) 2730 ( ) 12"INV IN = 2734.76(S) RIM = 2739.88 12"INV OUT= 2734.76(N) 12"INV OUT= 2735.39(N) 18"INV IN = 2734.13(E) 12"INV IN = 2734.13(S) 18"INV OUT= 2734.13(W) 2725 2725 r NOTE:CONSTRUCT STANDARD CATCH MANHOLE PER ISPWC SD-611, INSTALL OLDCASTLE PRECAST FLAT TOP INSTEAD OF THE 8"SS MONOLITHIC ECCENTRIC CONE SECTION. CS LU 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 Z 0 cc 0 _ cl- OCn y = z Q J � z � 0 Q o Im Q LU c� w � y cc Q W CD J r ® 0 _ a CIVIL INNOVATIONS NORTH 60 30 0 60 120 HORIZONTAL SCALE IN FEET 6 3 0 6 12 VERTICAL SCALE IN FEET PROJECT NO. 21-0701-HAD DWG FILE C.602 DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 03/12/24 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm602 SHEET 12 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.601 (IRRIGATION PLAN AND PROFILE).dwg NOT APPROVED FOR CONSTRUCTION SECTION LINE z � J LL } } p 81'RIGHT-OF-WAY a CD co LL LL CD VARIES(16'±) ■� CD 15' 21.5' 8' 21.5' 15' p 39.00' o 2' 5' 8' 2' 19, 4' 4' 19, 2' 8' 5' 2' °C o T T SIDEWALK SIDEWALK VARIES(1 V±) w E VERTICAL CURB AND GUTTER PER ACHD 0.5' 0.5' 6"VERTICAL CURB(NO GUTTER)PER O � cv 0 0 WIDTH VARIES WIDTH VARIES N � SUPPLEMENTAL DETAIL SD-701 ISPWC STD.DWG.SD-701 A-8"HIGH ti 3 rMAX 1.75% 296 2% I r 2% 2% 1.75% 3:�M VARIES(19'±) 10 VARIES(12'±) SEE PLAN(12'±) SEE PLAN(12'±) VARIES(4'±) > C0 00 0 J lip! m 0 0 0 O 1M a N 3rM Y a 3'• AX T MIN. T MIN. p� L - 5"THICK CONCRETE SIDEWALK PER 3:r Nj LANDING LANDING 0 m z 3 ACHD SUPPLEMENTAL DWG.SD-709 3"ASPHALTIC PAVEMENT EXTEND ROAD BASE MATERIALS 2.0% O w O 4"OF 3/4"MINUS CRUSHED GRAVEL (SP-3,0.50 INCH(1/2")MIX, 6"PAST CURB AND GUTTER(TYP.) - 1.80% VARIES(1%-3%) co PG 64-28) «r o 4"OF 3/4"MINUS CRUSHED GRAVEL g:1 Mom• 21"OF 6"MINUS PIT RUN 5"THICK CONCRETE SIDEWALK PER EXISTING PAVEMENT COMPACTED STABLE SUBGRADE ACHD SUPPLEMENTAL DWG.SD-709 4"OF 3/4"MINUS CRUSHED GRAVEL TYPICAL COLLECTOR STREET SECTION (WITH ISLAND AND DETACHED SIDEWALKS) S. LOCUST GROVE ROAD TYPICAL SECTION v NOT TO SCALE-S. PEAK AVE. 5NOT TO SCALE w } w z o Q z O CD m LL F W cL p a cD O LL LL E d cD c Q d _ = 38' cD cD LLi cc 47' cc 26' 2.0' 5' 33' 5' 2.0' � ���QNAL ��IS TE�� SIDEWALK SIDEWALK l 2' 14.5' 14.5' 2' 18' 8' 10, 2' 22.5' 1� 0 6 ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 311, 3'r>,NN� SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 M 1'MIN. 1'MIN. d� 1.75 0 2% 2°� 1.75% 3 FUTURE VERTICAL CURB AND GUTTER LANDING LANDING , �f E OF g.1 M �`��IN 3. 3 r MAX 2.0% 2.0% 1.80% 2.0% 2-1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER 3'1 MqX (SP-3,0.50 INCH�")MIX,PG 58-28) ACHD SUPPLEMENTAL DWG.SD-709 v Lu 4"OF 3/4"MINUS CRUSHED GRAVEL 5"THICK CONCRETE SIDEWALK PER o 4"OF 3/4"MINUS CRUSHED GRAVEL BASE cs a o EXTEND ROAD BASE MATERIALS ACHD SUPPLEMENTAL DWG.SD-709Lu 14"OF 6"MINUS PIT RUN Lu 6"PAST CURB AND GUTTER(TYP.) MATCH EXIST. 4"OF 3/4"MINUS CRUSHED GRAVEL C) o COMPACTED STABLE SUBGRADE 3:1 MAX.SLOPE zo } a m z ¢ o W z z 2 TYPICAL STREET SECTION (ATTACHED SIDEWALK) E. VIA ROBERTO LANE TYPICAL SECTION X CDz J_ Lu CD 6 NOT TO SCALE-E.HADLER DR.-STA.31+05.45 TO STA.35+86.12 NOT TO SCALE o o z moo o z o� a u) o CD Lu z w a } W z o cn oLuo 0 vi= cD w W Lu z °O C ¢ z � � J = W Q O Q Q W cJ) c) Z Z Z O C)O = cD 2 cr 41' 20'-0" 5'-0" a DRAINAGE SWALE = 2.0' 5' 27' 5' 2.0' a 18'-0"ASPHALT DRIVEWAY a SIDEWALK SIDEWALK 2' 11.5' � 11.5' 2' 1'4" 1'4" 2.5' 2.5' 3 r MqX 8"THICK RIBBON CURB(TYP.) 2% 8"THICK RIBBON CURB ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 3'1 MqX SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-7023;1M 1.75% 2% 2% 1.75% o 3 rMAX 21/2"ASPHALTIC PAVEMENT ■ EXTEND ROAD BASE MATERIALS O � 3.• 14"OF 3/4"MINUS CRUSHED GRAVEL 6"PAST CURB AND GUTTER(TYP.) 2 1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER COMPACTED STABLE SUBGRADE Z (SP-3,0.50 INCH(%")MIX,PG 58-28) ACHD SUPPLEMENTAL DWG.SD-709 NOTE: 4"OF 3/4"MINUS CRUSHED GRAVEL BASE 4"OF 3/4"MINUS CRUSHED GRAVEL SEE SHEET C.201 FOR LOCATION,DISTANCES AND OFFSETS Z EXTEND ROAD BASE MATERIALS 14"OF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) O COMPACTED STABLE SUBGRADE ASPHALT DRIVEWAY DETAIL CD NOT TO SCALE y Q TYPICAL STREET SECTION (ATTACHED SIDEWALK) ' CDOT TO SCALE-S.CADENCE WAY,S.ZENITH AVE.AND E.HADLER DR.-STA.23+01.81 TO STA.29+58.36 z o RD w STANOA c Vfo Tp 5�101) i_u Cn c CA ITI SEGTIpN CC TRAMSp� ■W 8 12' 12' 8' Q DRAINAGE SWALE DRAINAGE SWALE 4 4 4 4 a 3,r Mqx ° 3:�M STA EO ONO pp2) I�� .......... 2% 2% ' 4:r MAX 4:1 Mom' 4:r MAX. a:1 M A� 6N g.1 M 3.1 RAID SEOTIO 3'(MIN.)OF ASTM o 0 3'(MIN.)OF ASTM .... �yATEITjOO C33 FILTER SAND 2-1/2"OF ASPHALTIC PAVEMENT (SP-3,0.50 INCH�")MIX,PG 58-28) C33 FILTER SAND / SIpN S 0�RA(JS 4"OF 3/4"MINUS CRUSHED GRAVEL Ep EXPA N'ON 3'(MIN.)OF 6"MINUS PIT RUN IT RUN 3'(MIN.)OF 6"MINUS PIT RUN (� T 6 GRAVEL EXTENDED INTO FREE COMPACTED AC OF TED STAB MINUS LE S BGRADE GRAVEL EXTENDED INTO FREE PRETAR E PROJECT NO. 21-0701-HAD DRAINING SAND AND GRAVEL DRAINING SAND AND GRAVEL INS DWG FILE C.700 DESIGNED BY BT DRAWN BY JTA 4 TEMPORARY ACCESS ROAD SECTION 8NOT VERTICAL TO ROLLED CURB TRANSITION SECTION CHECKED BY BT NOT TO SCALE TO SCALE-ISPWC STANDARD DRAWING SD-707, MODIFIED ISSUE DATE 03/12/24 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm700 SHEET 13 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.700(STREET AND STORM DRAIN DETAILS).dwg NOT APPROVED F 0 R CONSTRUCTION FINISII GRADE 0 0 ROD Cj `s. A.1/A.1-1 NO TREES OR SHRUBS OVER SEEPAGE BED PLAN CONCRETE COLLAR n N.T.S. NATIVE BACKFILL IN 6 CD yTy� <D TO 95%PROCTOR DENSI CD COMPACTETY yTyii A.2 �����i i i��yyyyyyyyyyyyyy yTyT o 4i O w D D a D D a Q �" O° D D v �18-� o ; o A•3 NON WOVEN GEOTEXTILE PER SECT.8200 BMP 20 ON TOP o -r -- m 06 o 6E o MA D g � AND SIDES OF SEEPAGE BED. OVERLAP OF V MINIMUM. _ _; m a Y - o ° g o LU gD��CANGULAR WALL-2"ROCK gD � �'�a0� gD x O Lu coin �� � s] SECTION CONCRETE COLLARCD Z °D C � H.T.S. A.4 r rw ASTM C33 FILTER SAND 1.5' A.5 MIN.EXCAVATION - W _I s SEEPAGE BED SECTION VIEW MONITORING WELL(GROUND WATER OBSERVATION or WELL)-SEE DETAIL SD-627 ON THIS SHEET NO TREES OR SHRUBS OVER SEEPAGE BED A.1/A.1-1 5'TRANSITION FROM SOLID i�i�i�i�i�i�i�i�i�i%�%�%�% SECTION WALL TO PERFORATED PIPE ��� ��������� �� NATIVE BACKFILL IN 6"LIFTS � ��i��i�� i�`��i`�!i N.T.S. S(MIN.)OF 18"SOLID WALL PIPE COMPACTED TO 95%PROCTOR iiyyyiiiiyyyyyyyyyyyyy y y ANGULAR 3/4"-2"ROCK INLET FROM STORM DRAIN MANHOLE 18"NON-PERFORATED PIPE 18"PERFORATED PIPE CAP END (SEE PLANS FOR LOCATIONS) INV.=A.3 INV.=A.3 O ?O17 ACHD REVISION O� �( R� D o � -- aD A.3 � jSTE TOR P STANDARDS GROUNDWATER (� /� „� FOR PUBLIC WORKS STANDARD DRAWING 62 4"OF 3/4"PIPE BEDDING g a D I D a°��� � ANGULAR3/4"-2 ROCKID � � �D CONSTRUCTION OBSERVATION WELL SD-627 D� �D� D �D (ACHD 5UF'F'LEMEN I} 1 OF 2 goo � A.4 �_ ola o� D L `��IN EGEND ASTM C33 FILTER SAND C '' l I CuvER, D DiA. WA LIR 1GH i GALIVANIZED Y-LEL BOLT DO`AfN COVEri AND CANISMI LR ((z} 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE 7HRFAI}S, CASK ETE D A.5 Q CONCRETE (COLLAR). CLASS 3000 (ISPWC SECTION 703) MIN.EXCAVATION 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3- ON CENTER LU L J- TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- 3'MIN. % w W r CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6'" DIAMETER COILS = Um, SEEPAGE BED PROFILE VIEW � HIGH GROUNDWATER CS) PIPE SHALL FIF PERFORATED PVC, ASTM D-3035, SDR 35. WELLS 6ACKRLLED IN A PIT REQUIRE 6' z � o } DINE. DRILLLL) WLLLS MAY USL 4" PIPE o } a m 18"DIA.CORRUGATED HDPE OR INSTALL STORM DRAIN ELECTRONIC MARKERS AT NONWOVEN RI TFR FAF3RIC AROUND OPENINGS AND F3OTTOM, FAFRRIC OVER CHIPS/DRAIN ROCK `� z PVC WALL DRAIN PIPE. ALL FOUR CORNERS.SEE STORM DRAIN MARKER ") MLYPROPYLLNL FIOLH HL]NFORCLMENT AT I 1/'Z WS/CY w z z NOTES ON THIS SHEET. ® BACKFILL MATFRIAI TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A F3MI' F%�:II ITY. L; o - USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACIuflES =o L 45° 45° F- CD 0 o z zoo cn / \ NOTES: m m = N o T. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR o w " j F- STORM DRAINAGE FACILITIES � = z '-'-' � SEEPAGE BED AREA >_ = w ¢ °C / ?. THIS DETAIL IS FOR WFf 1 S INSTALLED BY DRILLING OR 8`I IXCAVATFD PITS z o cn / W 1 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD Q o z w 3/8"PERFORATIONS IN VALLYS OF 4. OBSERVATION WELLS NOT ALLOWED IN CURET OR VALLEY CUTTER SECTION o � o CORRUGATED PIPE.5 EA. CD=:) w INLET FROM STORM DRAIN MANHOLE 18"NON-PERFORATED PIPE z INV. =A.3 18"PERFORATED PIPE CAP END CAP END W < o °C 18"PIPE PERFORATION SCHEDULE INV.=A.3 a z (SEE PLANS FOR LOCATIONS) --- �------------------------------------------------ o J = wao cn = = w w H MONITORING WELL W2 z SEEPAGE BED AREA SEE NOTES THIS SHEET 5 41 0MONITORING WELL 5'MIN. L 50, SEE NOTES THIS SHEET SEEPAGE BED PLAN VIEW r O SEEPAGE BED CONSTRUCTION NOTES: SEEPAGE BED TABLE Z 1. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ELEVATION. SEEPAGE BED NO. A.1 A.1-1 A.2 A.3 AA A.5 L W W1 W2 D O 2. ALL VAULTS,MANHOLES,AND SAND&GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. (LOWEST FG)(HIGHEST FG) (LENGTH) (WIDTH) (WIDTH) (WIDTH) (DEPTH) _ 3. WRAP TOP AND SIDES OF BED WITH NON WOVEN GEOTEXTILE FABRIC. CDJ 4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM. 1 2738.80 2739.31 2737.00 2733.80 2731.00 2729.50 31.0' 10.0' 5.0' 5.0' 6.0' y CD Q 5. ANY BEDROCK ENCOUNTERED DURING SEEPAGE BED CONSTRUCTION SHALL BE BLASTED. Q F- 6. SEEPAGE BED WIDTH SHALL REMAIN CONSTANT. 2 2737.59 2738.61 2736.05 2731.50 2728.05 2626.55 219.0' 15.0' 7.5' 7.5' 8.0' : Q 0 7. SEE BMP 01 FOR SAND&GREASE TRAP DETAILS. z 8. FOR SEEPAGE BEDS IN THE PUBLIC RIGHT-OF-WAY: 3 2736.59 2737.58 2735.05 2731.00 2727.05 2725.55 239.0' 15.0' 7.5' 7.5' 8.0' z Q Q Ir A)A MINIMUM OF 1-FT COVER FROM TOP OF BED TO ROAD SUBGRADE IS REQUIRED. (W1 /W2"VARIES" - PIPE ANGLED THRU SEEPAGE BED, Q C:) B)BACKFILL OVER BED TO SUBGRADE WITH 6%8"MINUS PIT RUN GRAVEL. SEE STREET AND STORM DRAIN PLAN FOR LOCATION) pC C)WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED. D)IF LESS THAN 1-FT OF COVER FROM TOP OF BED TO SUBGRADE,ANGULAR 3/4"TO 2"ROCK IS REQUIRED ?O17 ACHD REVISION L CD WITH MINIMUM 50%SINGLE FRACTURED FACE IN PLACE OF 2"DRAIN ROCK. SEEPAGE BED DESIGN NOTES: IDAO STANDARDS W c/) E)FULL ROADWAY SECTION IS REQUIRED OVER SEEPAGE BEDS. SEEPAGE BEDS SHALL NOT EXTEND ABOVE 1. SOILS AND GROUNDWATER INFORMATION PROVIDED BY ATLAS DATED NOVEMBER 15,2021.GROUND WATER WAS NOT FOR HPUBUC WORKS GROUNDWATER STANDARD DRAWING SUBGRADE. ENCOUNTERED IN ANY TEST PITS OR OBSERVATIONS WELLS.CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF CONS I RUC I ION Q B S E RIIATI❑N V�ELL S d 627 9. FOR SEEPAGE BEDS OUTSIDE THE PUBLIC RIGHT-OF-WAY:A MINIMUM OF 1.5-FT COVER FROM TOP OF BED TO GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM OF THE DESIGN ELEVATIONS FOR ANY INFILTRATION (ACHD SUPPLEMENT} 7 lJl 2' W FINISHED GRADE IS REQUIRED. FACILITY. 2. DESIGN INFILTRATION RATE IS 8.0 INCHES PER HOUR. Q 3. CONTRACTOR TO HAVE A PERCOLATION TEST PERFORMED BY A SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE TEST RESULT IS LESS THAN THE DESIGN INFILTRATION RATE,CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE A CONDUIT FOR DRAINAGE OR HAVE THE SYSTEM REDESIGNED TO ACHIEVE THE REQUIRED INFILTRATION RATE.PERCOLATION TEST TO BE WITNESSED BY ACHD INSPECTION STAFF. STORM DRAIN MARKER NOTES: 4. 100-YEAR DESIGN STORM RUNOFF VOLUME-1 HOUR INFILTRATION VOLUME+25%ADDITIONAL SEDIMENT STORAGE 1. STORM DRAIN ELECTRONIC MARKERS SHALL BE INSTALLED AT ALL FOUR CORNERS OF THE SEEPAGE BEDS. FOR SEEPAGE BEDS WITHIN PUBLIC RIGHT-OF-WAY: 2. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING SEEPAGE BED NO.1: REQUIRED STORAGE VOLUME=745 C.F. CONSTRUCTION AND PRIOR TO BACKFILLING. SEEPAGE BED NO.2: REQUIRED STORAGE VOLUME=10,545 C.F. SEEPAGE BED NO.3: REQUIRED STORAGE VOLUME=11,503 C.F. MONITORING WELL NOTES: PROJECT NO. 21-0701-HAD ♦ 1. THE MONITORING WELL LOCATED OUTSIDE OF THE SEEPAGE BED SHALL EXTEND A MINIMUM OF 1 FOOT BELOW THE SEEPAGE BED NOS. 1-3 DETAIL BOTTOM OF THE SEEPAGE BED AND SHALL BE INSTALLED WITHIN THE PROPOSED SIDEWALK A MINIMUM OF 50'PAST THE DWG FILE C.701 END OF SEEPAGE BED.SEE ACHD SUPPLEMENTAL DRAWING DETAIL SD-627 ON THIS SHEET. NOT TO SCALE DESIGNED BY BT DRAWN BY JTA CHECKED BY BT ISSUE DATE 03/12/24 HORIZ.SCALE AS SHOWN VERT.SCALE AS SHOWN Cm70l SHEET 14 OF 15 D:\Civil Innovations Projects\2021\21-0701-HAD LER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.700(STREET AND STORM DRAIN DETAILS).dwg NOT APPROVED F 0 R CONSTRUCTION i I I I _ FUTURE APEX SOUTHEAST SUBD. NO.3 Li I FUTURE APEX SOUTHEAST SUBD. N .3 / \ Cj 1 I — n FUTURE E. VIA ROBERTO LANE y - - - - — - - - - - - - - - - - - - - - - - o 0 E.Via Roberto Ln. - _ T .V . Ro . - --� 00 EP 3 2 1 - Q cn N � - ° f ° r l 1, . ° "r r r r' r .r f .f .r `` .r r° r ,t °' f 'r .. f° r f •f . F ticoc i °J „ •f r• r r. °r r' 1 _ •.f f r•. s .. r 1, j r r r. h co 6 LLj- I I 1 Y N — < � '> Q W U O Uj I a r•• m z � Uj I I . ILN I Z s BLOCK 1 BLOCK 1 ::IN f BLOCK 2 BLOCK 2 15 14 13 12 11 10 9 8 7 6 5 4 3 2 a 6 2 3 4 5 6 7 8 9 10 11 12 13 I I " d FUTURE HADLER P r y r SUBDIVISION MIJ Iw r — I 3 1 � r I® . ' °f f 1 f S r '` I? a �I l f.. r r r• r r -- , r .r• f 16 � I I � - - - - - - - - - - - - - - - - - - - - - - - - . E. HADLER DR. � FUTURE E. HADLER DR.- - � I - - 17 j r • r r T -- I � I Iw I I Z I W 1 18 LU I 4 1 2 3 4 5 6 7 8 9 10 4 1 FUTURE HADLER ��ONS E Elf 12 13 14 15 16 17 18 19 20 h SUBDIVISION 8�� .,. 19 �I f �`0�62 BLOCK 3 OF IMIN P I 20 W M I Lu l a I W / L I :r 21 - - - - - - _ � � ~ cco o �EL Q m FUTURE HADLER — — EG — - G - - w Q z I — -- -- -- — -- -- -- -- — -- -- x SUBDIVISION _ EG — — — _ ' BLOCK I / / — X 3 z w r 22 i A r_l / - - - - Ec — Ec -- -- -- — CC w j I • I 1 — ,I / 6G/ 000 O Z FUTURE HADLER / o w F— L j FUTURE HADLER °C ' 'FUTURE HADLER / / / } CC wEP EP SUBDIVISION / SUBDIVISION / a o z u)23 SUBDIVISION / � = Luo 0 2 — — — Ou) U Z m H w w ¢ z � FUTURE HADLER / SUBDIVISION \ - 61� z ffi o? - - - - - — — - -FUTURE E. OVERT DR. I w FUTURE HADLER \ / / ■ FUTURE HADLER FUTU N SUBDIVISION RE HADLER SUBDIVISION SUBDIVISIONLj J Z I�' - - - - - - - - - - - - - - - - - - - - . - - - - - - - - / / / 0 a — — — — J I EG EG EG EG EG EG EG - EG EG EG EG \ — EG \ / — EG — — — — — EG — EG — — — — — EG — — — — — EG — EG — — — — — EG — — — — — EG — - EGCD EG — _ _ — EG — EGCC , EG \ cn cc LU w CD y z c� c ROADWAY SIGNAGE AND STRIPING CONSTRUCTION NOTES: SIGNAGE AND STRIPING PLAN J SCALE: 1" — 50'-0" HORIZONTAL 1 INSTALL 30 x30 STOP SIGN (R1-1) PER MUTCD, Q — WITH STREET NAME SIGN PER ACHD DWG.TS-1114. 75 50 25 0 50 100 INSTALL 24"WIDE STOP BAR (WHITE), PER ACHD DWG.TS-1112, Q CIVIL STRIPING DETAIL#19. NORTH HORIZONTAL SCALE IN FEET INSTALL R4-7 (24"x 30")WITH OM-1 (18"x 18"), PER ACHD DWG.TS-1118. INSTALL R8-3a(12"x 18") NO PARKING SIGN, PER MUTCD. ROADWAY STRIPING AND SIGNAGE NOTES O � INSTALL NO PARKING FIRE LANE. 1. Prior To Placement Of Any Pavement Markings, Contact ACHD O O Inspection For Verification Of Compliance With Policy And Existing PROJECT NO. 21-0701-HAD NO Pavement Markings. O O O 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.O O 3. All Street Signs And Hardware Must Comply With MUTCD Standards. DRAWN BY JTA PARKING O Custom Finishes Must Be Reviewed And Approved By ACHD. CHECKED BY BT Custom Modifications Of Street Signs And Hardware Installed By ISSUE DATE 03/12/24 ACHD Is Prohibited. HORIZ.SCALE AS SHOWN 0 M 1 —1 VERT.SCALE AS SHOWN R8-3a R1 -1 R4-7 Co800 SHEET 15 OF 15 D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\205-Construction\21-0701-HADLER-C.800(SIGNAGE AND STRIPING PLAN).dwg NOT APPROVED FOR CONSTRUCTION