HomeMy WebLinkAboutCC - Street Name Approval ADA COUNTY STREET NAME REVIEW
SECOND REVIEW Preliminary Plat eX
Review Date: September 18, 2023 Final Plat
Project Name: Hadler Sub Overall T/R/S 2N1E05
Parcel Number(s): R7406180010
Project/Plat Applicant: Civil Innovations Phone No: 208-884-8181
City/County Agency: Ada County
THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT
E CAVALLI LN S LOCUST GROVE RD E VIA ROBERTO LN
v
2 v v
o v U 3
v a g o
Proposed Street Names: u Q o V) m Comments
1 S CADENCE AVE X E Use Way.Change to S Cadence Way
2 E HADLER DR X
3 E OVERT DR X
4 S PEAK AVE X
5 S STEEPLE AVE X
6 S ZENITH AVE X
7
8
PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS
Replace S CADENCE AVE with S CADENCE WAY
NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and
resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be
presented to the Ada County Surveyor at time of recording.
Codes/criteria regarding denial
A Sounds like an existing street
B Alignment with existing street
C Duplicate street name within Ada County
D Street name exceeds 13 letters
E Other
The overall final street names are subject to change at Final Plat phase levels
due to design changes, time constraints and or previous recorded plat street alignments.
Page 1 of 1
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This map is made from data copyrighted by Ada County. ADA COUNTY ASSESSSOR
Ada County shall not be liable for inaccuracies or misuse of Land Records Division
this map.Maps bearing this disclaimer may be photocopied Geographic Information Systems 1 inch = 800 feet
freely.However,use in any digital form requires the written 190 E Front Street,Ste.107
permission of Ada County. Boise,ID 83702
1 PRELIMNARYPLAT NOTES HADLER SUBDIVISION I. BUILDINGG SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TIRE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL
USE PERMIT I LAN HAZEL ROAD
2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. PRELIMINARY PLAT _1
3. ANY RE-SUBDMSION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE-SUBDIVISION.
4. ALLLOTLINESCOMMONTOPUBLICSTREETSAREHEREBYDESIGNATEDTOHAVEATEN(10)FOOTPERMANENTEASEMENTFORPUBLICUTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS MERIDIAN,IDAHO-2023 NORTH
OTHERWISE DIMENSIONED. LOT I BLOCK I OF RESCUE HANDS SUBDIVISION, ar 30 0 Be 120
5, UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES,AND A TEN(10)FOOT LOCATED IN THEN 120FTHESW114OFSECTIOX5,
PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE.THE FIVE FOOT INTERIOR SIDE LOT LINE EASEMENT DESIGNATION E 2 N.,R.1 E.,B.M.,MERIDIAN,MACOUNT C IDANO HORIZONTAL SCALE IN FEET
DOES NOT APPLY TOTHOSE LOT LINES SHOWN HEREON AS ZERO SETBACK LOT LINES,WHICH HAVE NO ADJACENT EASEMENTS.ALL OTHER EASEMENTS AREAS SHOWN. i
6. IRRIGATION WATER WILL BE PROVIDED IN COMPLIANCE WITH IDAHO CODE
SECTION 31S805(b).LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION
WATER RIGHTS,AND WILL f�pRELIMINARYPLATDATA N
BE OBLIGATED FOR ASSESSMENTS FROM THE IRRIGATION DISTRICT. J s
7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BYAN TOTAL ACRES 20.00 AC QUALIFIED OPEN SPACE CALCULATION ZONING Y3
IRRIGATIOWDRAINAGE ENTITY. EXISTING:RUT PROPOSED:R-15 PROJECT SITE h
8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGNTTO FARM ACT,WHICH STATES'NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF PUBLIC RIGHT-OF-WAY 4.03 AC 20.15% OPEN SPACES 2.56 AC L1M HADLER SUBDIVISION Z o
SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION RESIDENTIAL LOT AREA 11.94 AC 59.70% COLLECTOR BUFFER 0.86 AC MINIMUM LOT SIZE(SF) ROBURZO
FOR MORE THAN ONE E YEAR,WHEN THE EIOPERATIONPEWAR NOT A NUISANCE AT THE TIME IT BEGAN TU WAS CONSTRUCTED.THE PROVISIONS Y ORE SECTION SHALL NOT APPLY
COMMON LOT AREA 4.03 AC 20.15% ARTERIAL BUFFER(12 OF TOTAL) 0.17 AC SINGLEFAMILY 3,058 OF N o
WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL OR EXPANSION THEREOF.-
TOTAL TOTAL QUALIFIED OPEN SPACE 3.59 AC AVERAGE LOT SIZE LINE TABLE p cn'1 m fi
TOTAL LOTS 155 Y m mna
9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. QUALIFIED OPEN SPACE PERCENTAGE 17.95% SINGLE FAMILY 3,6125E LINE BEARING LENGTH
10.LOTS 1,16,28 AND 37,BLOCK 1;LOTS 1.19 AND 29,BLOCK 2;LOTS 1 AND 11,BLOCK 3;LOTS 14 AND 3G BLOCK 4,ARE COMMON LOTS To BE OWNED AND MAINTAINED BYTHE HADLER SINGLE FAMILY LOTS I" o o
SUBDIVISION HOMEOWNERS ASSOCIATION.THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS COMMON LOTS 11 RESIDENTIAL GROSS DENSITY(DWAc) ].20 L1 889'S2'S0"E 30.00'
SAID LOTS FOR PUBLIC UTILITIES,IRRIRATION,AND LOT DRAINAGE. a o
11.DIRECT LOT ACCESS TO S.LOCUST GROVEROAD AND E.VIA ROBERTO LANE IS PROHIBITED. L2 589-52'50"E 7.00' Q w,- 0
4sITE PLAN LEGEND z o
BOUNDARYUNE PROPOSEDPEOESTRMNRAMP CURVE TABLE
2 CONSTRUCTION CONTACT INFORMATION RIGHT-OF-WAY UNE WITH DETACHED SIDPNPIK
CURVE LENGTH RADIUS DELTA CHORD BRG. CHORD DIST.
ENGINEER DEVELOPER SURVEYOR CENTERLINE ct 12.01' 225.00' 3'03'27' N88'20'52"W 12.01'
PROPERIYLOT LINE m PROPOSEDVATH ATTACHED
DSIDEWLAMP LCOLU781A CIVIL INNOVATIONS,PLLC DEVCO,LLC IDAHO SURVEY GROUP,LLC EPRIDsm NIN DAMP
c2 143.71' 125.00' 6552'19" S5T11'14"W 135s3' ROAD
CONTACT:BEN THOMAS CONTACT:LAREN BAILEY CONTACT:MICHAELS.BYRNS v O PROPERTYLOTLINEDFROSETBACK) -
1043 E.PARK BLVD.STE 100 4824 W.FAIRVIEW AVE. s955 W.EMERALD ST. EP EDGE OF PAVEMENT C3 75.80' 50.00' 86-51'39" 567-40'54'W 68.75'
SO BE,IDAHO BOISE,ID 83706 B01SE.ID 83704 PROPOSEDVERTICPl CURB PROPOSEDCONCRETEVAL.EYGUTTER
PHONE:(208)8845781 PHONE:(208)336-5355 PHONE(208)846-8570 _ VICINITY MAP
EMAIL BEN@CML-INNOVATIONS.COM EMAIL:LAREN@CONGERGROUP.COM EMAIL:MCYRNS@IDAHOSURVEY.COM PROPOSED ROVED CURB C NOT TO SCALE
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`qy $ 12 S> NOT TO SCALE
$ 3,7215E 1g /
OBlock 1 1a
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T o
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15' 21.5' 8' 21.5' 15' g / S
au `�R7 4.0 Op i�/ // a 2 5' 2' 11.5' F 11.5' 2 5' 2 a DWG FlLL PP.100
2 5' 8' 2 19 4• 4• 19' 2 8' 5' 2 ¢ _j6' /<° SIDEWPlI( SIDEWPLI( DESIGNED BY TIT
1'LANOING SIWWALK VERTICAL CURB AND GUTTER PER ACHD 0.5' O.S PVERNCALOMM INOGUTTEN)PER SDWlAIX 1'IANDING �� \��-a-- 3 1'LWDING flOLLED CUflB ANO GUTIEfl PER AGOG ROLLED CURB.0 GUTTER PER ACHD "IN DRAWN BY JTA
2/ SUPPLEMENTAL DETAIL SD-701 ISM STD.DWG.SD-701A-8•HIGH SUPPLEMENTAL DETAIL M-702 SUPPLEMENTAL DE TAIL SD-702
MqC 1.15% t7SA 9AM' CHECKED BY BT
z% 2% z% _ _ 3.
- ..: � J74� �7'� 1.]5% 2% 2'x 1.�5% 3:1� ISSUE DATE 09/18/23
T MIMCONCRERE ASPHALTIC MVEMENT 3a0 -3ik HORQ SCALE AS SHOWN
SIDEWALK 3/4'MINUS CRUSHED GRAVEL ASPHALTIC PAVEMENT VERT.SCALE ASSHOWN
6'MINUS RT PUN
$•THICK CONCflEIE
COMPACTED STABLE SAIGRADE 3/4'MINUS CRUSHED GRAVEL SIDEWALK
6•MINUSTABLE PIT SUBGR TYPICAL 27'STREET SECTION
TYPICAL COLLECTOR STREET SECTION NTH ISLAND AND DETACHED SIDEWALKS COMPACTED S AB E 9UBGRAOE
(WITH ) 1
6 NOT TO SCALE-S.PEAK AVE. 8NOT TO SCALE PP.100 0
SHEET 1 OF 1
UACMIImma6oNe fto.120z1121-0701-HADLER1200-CVmOd.DrzwiW404-P0.mi PW21-0701-MDIER-PPAOO(PRELIMINARY PIAT).d"
Street Name Evaluation Response Sheet
Subdivision/Jurisdiction: Hadler Sub/Meridian
Representatives: Comments
1 Ada County Assessor Approved with Comments Agree w/DS about Cadence having a post type of Way
2 Ada County Sheriff No Response/Defer
3 ACHD No Response/Defer
4 Ada County Development Services I still believe that proposed Cadence should be post type way since meanders to the SW
Approved with Comments
especially when compared to existing proposed segments of Cadence to the north
5 Meridian Fire Approved with Comments I agree with Dale
6 City of Meridian No Response/Defer
7 No Response/Defer
8 No Response/Defer
9 No Response/Defer
ADA COUNTY STREET NAME REVIEW
Preliminary Plat eX
Review Date: August 15, 2023 Final Plat
Project Name: Hadler Sub Overall T/R/S 2N1E05
Parcel Number(s): R7406180010
Project/Plat Applicant: Civil Innovations Phone No: 208-884-8181
City/County Agency: Ada County
THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT
E CAVALLI LN S LOCUST GROVE RD E VIA ROBERTO LN
v
2 v v
o v U 3
v a c o
Proposed Street Names: u Q o V) m Comments
1 S CADENCE AVE X
2 W ORION GREENS DR E Use'E'.Over a mile away,doesn't align.Change to a new
unique name.
3 S PEAK AVE X
4 S STEEPLE AVE X
S W VANTAGE POINTE DR E Use'E'.Doesn't align.Change to a new unique name.
6 S ZENITH AVE X
7
8
PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS
Replace W ORION GREENS DR with a NEW UNIQUE NAME
Replace W VANTAGE POINTE DR with a NEW UNIQUE NAME
NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and
resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be
presented to the Ada County Surveyor at time of recording.
Codes/criteria regarding denial
A Sounds like an existing street
B Alignment with existing street
C Duplicate street name within Ada County
D Street name exceeds 13 letters
E Other
The overall final street names are subject to change at Final Plat phase levels
due to design changes, time constraints and or previous recorded plat street alignments.
Page 1 of 1
1 PRELIMNARYPLAT NOTES HADLER SUBDIVISION I. BUILDINGG SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TIRE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL
USE PERMIT I LRAM HAZEL ROAD
2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. PRELIMINARY PLAT _1
3. ANY RE-SUBDMSION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE-SUBDIVISION.
4. AULLOI`U ES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS MERIDIAN,IDAHO-2022 NORTH
OTHERWISE DIMENSIONED. LOT I BLOCK I OF RESCUE RANCH SUBDIVISION, SO 30 0 W 120
5, UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES,AND A TEN(10)FOOT LOCATED IN MEN,20FTHESWI/4OFSECTION5,
PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE.THE FIVE FOOT INTERIOR SIDE LOT LINE EASEMENT DESIGNATION E 2 N.,R.1 E.,B.M.,MERIDIAN,MA COUNTY,IDPNO HORIZONTAL SCALE IN FEET
DOES NOT APPLY TOTHOSE LOT LINES SHOWN HEREON AS ZERO SETBACK LOT LINES,WHICH HAVE NO ADJACENT EASEMENTS.ALL OTHER EASEMENTS AREAS SHOWN. i
6. IRRIGATION WATER WILL BE PROVIDED IN COMPLIANCE WITH IDAHO CODE
SECTION 31S805(b).LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION
WATER RIGHTS,AND WILL f�pRELIMINARYPLATDATA N
BE OBLIGATED FOR ASSESSMENTS FROM THE IRRIGATION DISTRICT. J s
7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BYAN TOTAL ACRES 20.00 AC QUALIFIED OPEN SPACE CALCULATION ZONING Y,
IRRIGATIOWDRAINAGE ENTITY. EXISTING:RUT PROPOSED:R-15 PROJECT SITE h
8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGNTTO FARM ACT,WHICH STATES'NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF PUBLIC RIGHT-OF-WAY 4.03 AC 20.15% OPEN SPACES 2.56 AC LIM HADLER SUBDIVISION Z o
SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION RESIDENTIAL LOT AREA 11.94 AC 59.70% COLLECTOR BUFFER 0.86 AC MINIMUM LOT SIZE ROBMN V, O m
FOR MORE THAN ONE E YEAR,WHEN THE EIOPERATIONPEWAR NOT A NUISANCE AT THE TIME IT BEGAN TU WAS CONSTRUCTED.THE PROVISIONS Y ORE SECTION SHALL NOT APPLY
COMMON LOT AREA 4.03 AC 20.15% ARTERIAL BUFFER(12 OF TOTAL) 0.17 AC SINGLEFAMILY ODOMOF N o
WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL OR EXPANSION THEREOF.-
TOTAL TOTAL QUALIFIED OPEN SPACE 3.59 AC AVERAGE LOT SIZE LINE TABLE p cn'1 m fi
TOTAL LOTS 155 Y as mn�
9. RE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. QUALIFIED OPEN SPACE PERCENTAGE 17.95% SINGLE FAMILY 3,6125E LINE BEARING LENGTH
10.LOTS 1,16,28 AND 37,BLOCK 1;LOTS 1.19 AND 29,BLOCK 2;LOTS 1 AND 11,BLOCK 3;LOTS 14 AND 3G BLOCK 4,ARE COMMON LOTS TO BE OWNED AND MAINTAINED BYTHE HADLER SINGLE FAMILY LOTS 1N o o
SUBDIVISION HOMEOWNERS ASSOCIATION.THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS COMMON LOTS 11 RESIDENTIAL GROSS DENSITY(DWAc) ].20 L1 589'S2'S0"E 30.00'
SAID LOTS FOR PUBLIC UTILITIES,IRRIRATION,AND LOT DRAINAGE. a o ">
11.DIRECT LOT ACCESS TO S.LOCUST GROVE flOAD AND E.VIA ROBEflTO LANE IS PROHIBITED. L2 589'52'50"E 7.00' Q Lj m o
4SITE PLAN LEGEND z o
BCUNDARYUNE PROPOSED PEDESTRIAN RAMP CURVE TABLE
2 CONSTRUCTION CONTACT INFORMATION RIGHT-OF-WAY UNE WITH DETACHED SIDEWALK
CURVE LENGTH RADIUS DELTA CHORD BRG. CHORD DIST.
ENGINEER DEVELOPER SURVEYOR CENTERLINE ct 12.01' 225.00' 3'03'27' N88'20'52"W 12.01'
PROPERIYLOT LINE m P Correct to ECOIU BM CIVIL INNOVATIONS,PLLC DEVCO,LLC IDAHO SURVEY GROUP,LLC C2 143.7V 125.00' 6552'19" S57'11'14"W 135.93' IT }I RU
CONTACT:BEN THOMAS CONTACT. BAILEY CONTACT:MICHAEL S.BVRNS v O PROPERTYLOTLINEDFROSETBACKI - J
1043 E.PARK BLVD.STE 100 4824 W.FAIRVIEW AVE. 9955 W.EMERALD ST. EP EDGE OF PAVEMENT E Via Roberto St. C3 75.80' 50.00' 86'51'39" 567'40'54'W 68.75'
SO BE,IDAHO 83712 BOISE,ID 83706 BOISE,ID 83704 PROPOSEDVERTICAL CURB P
PHONE:(208)8845781 PHONE:(208)336-5355 PHONE(208)846-8570 _ C VICINITY MAP
EMAIL BEN@CPAL-INNOVATIONS.COM EMAIL:LAREIIN\@CONGERGROUP.COM EMAIL:MBYRNS@IDAHOSURVEY.COM PROPOSED RDUID(CURB I JNOT TO SCALE
\ PROPOSED AL SOUTHEAST SO D.N0.9 JJ `,/ LL Unp attecl F APi SOUTHEAST SUED.(O3
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a9 N M C 1 2 a 4 5 3 ] Bags ,`}' J �/ E 1'LWDING ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 1'LANIING
III - 1W. 460 F 3,3305E 3,2005E 3,2W SF 3,2W SF 3,2005E 32W SF 3,2W% 3,305SF1 2 - 8� 1 2 F3,395 SF 3,2 SF 3,200SF Sa SF 3,NOSF 4,533 SF B:.O} \ '' ->.�Op 18q• �Q} 9/y/ / SUPPLEMENTAL DETAIL SO-]02 SUPPLEMENTAL DETMLSO-]02 Q
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2005 11
NIEV52'36'W 66921' _ _- _ B8'�'12(9y 8 3. ' 3,20 SF 52O ?B 0 F A ASPHALTIC PAVEMENT 5•TI,IM CONCRETE
< & 12 404 92 31 3,5205� E 3/4'MINUS CRUSHED GRAVEL
<>---- " ---v- --_y ---_Ec _ 'zo, 2W SF 1 8h •,i+A SIDEWALK
� 3, 13 32@, 6'MINUS PO RUN
9 ----_<----- ----"- ---- "----- ----"-----`<- 8 3.200SF 14 � 6085E COMPACTEOSABESUBGMDE 7TYPOSCALEICAL STREET SECTION
----.<- _ \\�� AT 8 $ 3,,995E ■ NOT TO SCALE
OBlock 1 Nam, 3R.tb ,t 3,058 SF 13
Laredo Estates Subdivision ]`W\�' a a,assa 17 y / E
o e �0?09 x ffi 3,W5 SF BLOCK2 �/ 3 41'RIGU-OIS
FWAY
81'RIGHT-0E-WAY 3 kA 4,747 SF
15' 21.5' 8' 21.5' 15' -'kW' 8j / / ]' 2T T PROJECT NO. 21-0701-HAD
320p 4.0 /°� / F DWG FIE PPA00
m m g0 i / ¢ 2 5' 2' 11.5' 11.5' 2 5' 2 ¢
a 2 5' 8' 2 19 4• 4• 19' 2 8' 5' 2 ¢ _j6' //<° SIDEWPlI( SIDEWPLI( DESIGNED BY BT
1'LANDIW SIWWALK VERTICAL CURB AND BUTLER PER ACHD 0.5' O.S B-VERNCALOMMINOGUTEN)PER SDWlALK 1'IANDING �� \�---" 3 1'LWDING ROLLED CURB AND SOONER PER ACHD ROLLED CUR8AN0 DUTIES PER ACHD 1'UMING DRAWN BY JTA
SUPPLEMENTAL DETAIL SD-701 ISM M.DWG.SD-701A-8'HIGH
aJLIgC 1.75% 75% y;1 RAF]•' \��� ' SUPPLEMENTAL DETAIL W-702 SUPPLEMENTAL OETML SO-702
, CHECKED BY BT
_ .
,.75% 2
B J 2% 11/01
% 1.�5% 3:1 ISSUE DATE 22
SCALE AS SHOWN
TTHIMCONCRETE ASPHALTIC PAWMENT 31 3.7 HORQ
SIDEWALK 3/4-MINUS CRUSHED GRAVEL ASPHALTIC PAVEMENT VEFIT.SCALE ASSHOWN
I MINUS RT RUN
5•THICKCONCRETE
COMPACTED STABLE SUBGRADE 3/4'MINUS CRUSHED GRAVEL SIDEWALK
6•MINUSTABLE Pff SUBGR TYPICAL 27'STREET SECTION
TYPICAL COLLECTOR STREET SECTION(WITH ISLAND AND DETACHED SIDEWALKS COMPACTED STABLE SUBGRAOE
IW )
6 NOT TO SCALE-S.PEAK AVE.
PP.1 00
SHEET 1 OF 1
0:\CMIIm.a .fto.120z1121-0701-HMLERI2W-Cona0d.D.MN, VN-Prel.ina PW2,-0701-MOJER-PP.,W(PRELIMINAIiYPIAT).d"