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PZ - Revised Pre-Plat PRELIMINARY PLAT FOR HORSE MEADOWS SUBDIVISION .0 LYING IN A PORTION OF THE NW 1/4 OF THE SW 1 /4 OF SECTION 10, W. GREY TOWER DR co I o � T.3N . , R. 1E. , B.M. MERIDIAN, ADA COUNTY, IDAHO F� T � oo D 2020 \ CY < E. PINE AVE F O H 21 -© o I SDSD OF of \OE BASIS OF BEARING o - - - - - - - S 89°24'30" E 1318.43' U ss - _ W. PINE AVE J CD �� z PROJECT SITE J z � �� �� WEST 1/4 CORNER EP- - o o X °O EP w � L o of / - \ - SECTION 10 o- w CP&F INST. No. 38.00'a o 10.0' ROW S89°24'30"E 487.10' 1 105185212 / DEDICATION - CENTER WEST I " 10.0' ROW o 0 DEDICATIONT --- GI 1/16 CORNER V / - - - - - - - PLS 7880 GI N L23 B1 o PROPOSED CP&F INST. N0. Q m a 20,919 sqft N I PUMP 112067279 Q .o v �Sp ! 389' I STATION ao I \\ 129' S1' 43' 43 48' 86' I G� J 0 v oN a I m l \ \ \ \ 1 \ 00 GAZEBO O J L _ 0 v \ \ N Li� a I \ L17 B1 I I \ 5,764 sqft L22 B1 I 30 0 15 30 60 Q) z o w 48.0' 25.0' 709, \ L18 B1 L21 B1 5,178 sqft \ Iiiiiiiiiiiiiiiiiiiii� VICINITY MAP c o o 170 I 4,027 sgft L19 B1 L20 B1 4,093 sqft 43' SCALE IN FEET tt- t V w N m I ABANDON \ ° 4,085 sqft 4,085 sgft q / �, 1"=30' - g00 w 10.0' ROW � \ � � a, u EXIST. 38.0' DEDICATION EXISTING WELL 0 Row I \/ 40' \ /, SITPROJJE C LOCATION:MERIDIAN IDAHO GENERAL LEGEND ii I � 1. o� �� I I L16 B1 s,� V % 43' `'� I 2. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM 5,577 sqft \ / I 3. PROPERTY SIZE......................................4.71 acres - - PROPERTY BOUNDARY LINE o z �S L24 B1 4. EXISTING ZONING...................................R-4 cn w w o �o / , SECTION LINE z o w cn c' 4,852 sqft 5. PROPOSED ZONING................................R-8 0� o � Q � PROPOSED LOT LINE T 6. BUILDABLE LOTS.....................................27 �n z >- w o N S`Sp• 43' 43' � CENTERLINE w �h \ 7. COMMON LOTS........................................3.....(21,658 sqft) o w w o 6T -�. o 8. AVERAGE LOT SIZE(BUILDABLE).........4,428 sqft PROPOSED EASEMENT o a- o w I o. o I e`� f 6' / I 9. OPEN SPACE...........................................25,016 sqft(12.2%) ------EP------ PROPOSED EDGE OF PAVEMENT Q j = Q C/' w I I \ W W W % I 10. QUALIFIED OPEN SPACE.......................17,974 sqft(8.76%) W PROPOSED WATER MAIN z w Oz o z 11. ANYRE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THEAPPLICABLE S PROPOSED SEWER MAIN w Q = cn >- � I TBD COURT - / ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION oPI PROPOSED PRESSURE IRRIGATION L-ot 12. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS OPEN SPACE w Q UD w U L15 B1 SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE CITY OF = _< J 4,667 sqft 0o I I y MERIDIAN ZONING STANDARDS. EG EXISTING EDGE OF GRAVEL ROAD o w U J " J cn s S \ L25 B1 I 13. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY of EXISTING OVERHEAD POWER (D z w J Q \ / 4 055 sqft OF MERIDIAN. / 42' 71' EXISTING FENCE z _ LIE J Q U 0 ��, I 14. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. H2O H2O EXISTING WATER MAIN Q z a C) w w p o �'� o `� q SEEPAGE BEDS AND/OR STORM WATER RETENTION PONDS SHALL BE w w w Q w w J Q m \ \ \ Ap. O o SS EXISTING SEWER MAIN w z o = O o I o I - \ e� \s // UTILIZED IN THIS PROJECT. SEEPAGE BEDS WILL BE PLACED WITHIN THE w o w N N < l �s _J ROAD RIGHT-OF-WAYAND/OR COMMON AREAS. RETENTION PONDS WILL • PROPOSED SEWER MANHOLE o 0 0 \ w ~ U t- N I L10 B1 o BE CONSTRUCTED IN COMMON AREAS. w o Qf w \ O Q / \ PROPOSED FIRE HYDRANT w Y U i I M \ > 40' 4,830 sgft ,p? N 15. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, w = \ o UO w / / ___ �0• I RIGHT TO FARM ACT, WHICH STATES: AGRICULTURAL OPERATION, PROPOSED WATER VALVE w z w W z o Y I V \ \ M AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A NUISANCE- J \ / \ + I O PROPOSED WATER SERVICE EXCEPTION. NO AGRICULTURAL OPERATION AGRICULTURAL FACILITY OR m `V L14 B1 91, - L26 B1 EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR so PROPOSED BLOW-OFF can I 6,333 sqft / L12 B1 L11 B1 4,017 sqft ' LO N z I \ q / 4,170 sqft 4,544 sqft - - PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING PROPOSED STREET LIGHT L23 B1 / \ ss \ \ NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR I I 20,919 L13 B1 \ w MORE THAN ONE(1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION ss EXISTING SEWER MANHOLE sqft / 4,669 sqft I ass Q 92, WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE SD EXISTING STORM DRAIN MANHOLE \ L9 B1 - o PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE �y 00 / N 4,414 sqft m \ \ RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN EXISTING FIRE HYDRANT AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION N I� EXISTING PRESSURE IRRIGATION VALVE L27 B1 07-1 L 1 �� 4,000 sqft 16. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION W EXISTING WATER MANHOLE Z I 57' 78' 91' O O 31-3805. EXISTING WELL I I 45'� 45' 45' 45' 42' \ + I 17. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE EXISTING WATER VALVE I I -• � 47.0' SUBSURFACE. 92° I � EXISTING POWER POLE Q Q F -1 � \ 16.5' 16.5' m © EXISTING CABLE PEDESTAL L8 B1 \ \ SHEET INDEX ❑r EXISTING TELEPHONE PEDESTAL m J o) 4,413 sqft 0- L28 B1 Mex EXISTING MAILBOX O SHEET 1 - PRELIMINARY PLAT FOUND 5/8" IRON PIN 4,000 sqft �, (n I I \ SHEET 2 - PRELIMINARY SEWER PROFILE FOUND BRASS CAP MONUMENT � Q o �17o I 10'0' Row L1 B1 L2 B1 L3 B1 L4 B1 L5 B1 91 I SHEET 3 - PRELIMINARY SEWER PROFILE Q Z EXIST. 38.0' Row DEDICATION of 4,492 sqft o 4,500 sqft o 4,500 sqft o 4,534 sqft o 4,200 sqft o - 92' 0 I Q J 48.0' 25.0' \ BUILDING SETBACKS: W W LAND SURVEYOR CIVIL ENGINEER 4,548 B1gft +to orf M L29 B1 FRONT/STREETSIDE........10' LIVING AREA, 20' GARAGE SEAN P. SULLIVAN, PLS DERRITT KERNER, P.E. LU 00o I 4,125 sqft (MEASURED FROM BACK OF SIDEWALK) DAVID EVANS & ASSOCIATES ROCK SOLID CIVIL LLC C) w 2 - J 0 1 s I REAR...................... . ......................................12 9179 W BLACK EAGLE DR 270 N. 27TH STREET o„ \ L6 B1 0 L30 B1 BOISE ID. 83709 BOISE ID. 83702 O 365 sqft J ti \7- - 374 sqft7 � I SIDE FOR BOTH STORIES ' \ -� 6' - - 77'-P ( ) 208 900-9049 .............................5 ( ) (208) 342-3277 = 45 45' 45' 45' 42' ir) 71' A �, MAXIMUM BUILDING HEIGHT...........................20 72 70 - n OWNER PLANNER - --2553- - f MICHAEL CAROUBA, CCIM PENELOPE LONGS ANTIKES SERVICES w W W 2552 W _-w 0 - - IRRIGATION STORM DRAIN AND BLACKCAT 30, LLC P.O. BOX 405 0 0 1+00 2+00 EG 2554=W _- L;o 1420 S MILLS AVE, STEM z 3+00-G EG 4+00 0� 5+00 G o -� -6+00-0 Ec z \ w - - - - - - I _ - uk _ _ _ , - PUBLIC UTILITY EASEMENT: LODI, CA. 95242 (208) ID. 83701 Ss T �E� (208) 908-1609 QUARTERHORSE STREET EG _ o_ (209)-327-7700 0 _ . - - - 4'�so of of - �� Ec FRONT...............................................................10 - REAR...............................................................10' N89°34'50"W 525.10' - - - - - - - - - - - - - .................................................................. w � SIDE 5' SS\ONAL F� �z o� \Y'ENseo ciyF('J U' z 0 R/W R/W Q 47.0' R/W 41.0' BNDY C/L CO o o 17 8 7 23.5' 23.5' 23.5' 17.5' SECTION w � LINE 48.0' R/W C/L 30.0' ' wo 33.0' _ 33.0' _ C/L 2.0' C/L 0.5' 20.0' o.o' �`�'QRITT 2.0' 5.0' 2.0' 14.5' 14.5' 2.0' 5.0' 2.0' 5.0' 2.0' 14.5' 14.5' 2.0' t 11.5' f 5.5' 3.0' 10.0' 18.0, 5.0' 16.0' 2.0 12.0 5.0' 0.5' FLAT E% 2-% FLAT 4 FLAT 2-% 1_ 2%- Project No. RSC 19-61 BORROW DITCH CONCRETE SIDEWALK (PER CONCRETE SIDEWALK (PER CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT 3" ROLLED CURB GUT ER 6' VERTICAL CURB & GUTTER GRAVEL ACHD SUP. DWG, SD-709) ACHD SUP. DWG. SD-709) Drawn By: JEC (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, SP-3, 0.50" (1/2") MIX, PG 58-28 SHOULDER SP-3, 0.50" (1/2") MIX, PG 58-28 DWG. SD-709) PG 58-28 (PER ACHD SD-702) DWG. SD-709) PG 58-28 (PER ACHD SD-702) 6" VERTICAL CURB & GUTTER CONCRETE SIDEWALK 4" OF 3/4" MINUS AGGREGATE 4" OF 3/4" MINUS AGGREGATE (PER ACHD SD-701) 4" OF 3/4" MINUS AGGREGATE 4' OF 3/4" MINUS AGGREGATE Date: June 9, 2020 3' ROLLED CURB & GUTTERJ � (PER ACHD SUP. 3" ROLLED CURB & GUTTER 14" OF 6' MINUS PIT RUN 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN (PER ACHD SD-702) DWG. SD-709) (PER ACHD SD-702) CALL BEFORE YOU DIG! 33.0'STREET SECTION 47'RIGHT-OF-WAY 33.0'STREET SECTION 41'RIGHT-OF-WAY BLACKCAT ROAD 1/2 SECTION 48'RIGHT-OF-WAY PINE AVE 1/2 SECTION 30'RIGHT-OF-WAY CALL DIGLINE INC. Sheet No. 1"=10' 1"=10' (LOOKING NORTH) (LOOKING EAST) PRIOR TO COMMENCING �delovM UNDERGROUND WORK r'=10' 1"=10' w it ths bell you dig. 208-342-1585 w 1 of 3 PRELIMINARY PLAT FOR HORSE MEADOWS SUBDIVISION .0 LYING IN A PORTION OF THE NW 1/4 OF THE SW 1 /4 OF SECTION 10, W. GREY TOWER DR co I o � T.3N . , R. 1E. , B.M. MERIDIAN, ADA COUNTY, IDAHO F� T � oo D 2020 \ CY < E. PINE AVE F O H 21 -© o I SDSD OF of \OE BASIS OF BEARING o - - - - - - - S 89°24'30" E 1318.43' U ss - _ W. PINE AVE J CD �� z PROJECT SITE J z � �� �� WEST 1/4 CORNER EP- - o o X °O EP w � L o of / - \ - SECTION 10 o- w CP&F INST. No. 38.00'a o 10.0' ROW S89°24'30"E 487.10' 1 105185212 / DEDICATION - CENTER WEST I " 10.0' ROW o 0 DEDICATIONT --- GI 1/16 CORNER V / - - - - - - - PLS 7880 GI N L23 B1 o PROPOSED CP&F INST. N0. Q m a 20,919 sqft N I PUMP 112067279 Q .o v �Sp ! 389' I STATION ao I \\ 129' S1' 43' 43 48' 86' I G� J 0 v oN a I m l \ \ \ \ 1 \ 00 GAZEBO O J L _ 0 v \ \ N Li� a I \ L17 B1 I I \ 5,764 sqft L22 B1 I 30 0 15 30 60 Q) z o w 48.0' 25.0' 709, \ L18 B1 L21 B1 5,178 sqft \ Iiiiiiiiiiiiiiiiiiiii� VICINITY MAP c o o 170 I 4,027 sgft L19 B1 L20 B1 4,093 sqft 43' SCALE IN FEET tt- t V w N m I ABANDON \ ° 4,085 sqft 4,085 sgft q / �, 1"=30' - g00 w 10.0' ROW � \ � � a, u EXIST. 38.0' DEDICATION EXISTING WELL 0 Row I \/ 40' \ /, SITPROJJE C LOCATION:MERIDIAN IDAHO GENERAL LEGEND ii I � 1. o� �� I I L16 B1 s,� V % 43' `'� I 2. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM 5,577 sqft \ / I 3. PROPERTY SIZE......................................4.71 acres - - PROPERTY BOUNDARY LINE o z �S L24 B1 4. EXISTING ZONING...................................R-4 cn w w o �o / , SECTION LINE z o w cn c' 4,852 sqft 5. PROPOSED ZONING................................R-8 0� o � Q � PROPOSED LOT LINE T 6. BUILDABLE LOTS.....................................27 �n z >- w o N S`Sp• 43' 43' � CENTERLINE w �h \ 7. COMMON LOTS........................................3.....(21,658 sqft) o w w o 6T -�. o 8. AVERAGE LOT SIZE(BUILDABLE).........4,428 sqft PROPOSED EASEMENT o a- o w I o. o I e`� f 6' / I 9. OPEN SPACE...........................................25,016 sqft(12.2%) ------EP------ PROPOSED EDGE OF PAVEMENT Q j = Q C/' w I I \ W W W % I 10. QUALIFIED OPEN SPACE.......................17,974 sqft(8.76%) W PROPOSED WATER MAIN z w Oz o z 11. ANYRE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THEAPPLICABLE S PROPOSED SEWER MAIN w Q = cn >- � I TBD COURT - / ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION oPI PROPOSED PRESSURE IRRIGATION L-ot 12. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS OPEN SPACE w Q UD w U L15 B1 SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE CITY OF = _< J 4,667 sqft 0o I I y MERIDIAN ZONING STANDARDS. EG EXISTING EDGE OF GRAVEL ROAD o w U J " J cn s S \ L25 B1 I 13. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY of EXISTING OVERHEAD POWER (D z w J Q \ / 4 055 sqft OF MERIDIAN. / 42' 71' EXISTING FENCE z _ LIE J Q U 0 ��, I 14. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. H2O H2O EXISTING WATER MAIN Q z a C) w w p o �'� o `� q SEEPAGE BEDS AND/OR STORM WATER RETENTION PONDS SHALL BE w w w Q w w J Q m \ \ \ Ap. O o SS EXISTING SEWER MAIN w z o = O o I o I - \ e� \s // UTILIZED IN THIS PROJECT. SEEPAGE BEDS WILL BE PLACED WITHIN THE w o w N N < l �s _J ROAD RIGHT-OF-WAYAND/OR COMMON AREAS. RETENTION PONDS WILL • PROPOSED SEWER MANHOLE o 0 0 \ w ~ U t- N I L10 B1 o BE CONSTRUCTED IN COMMON AREAS. w o Qf w \ O Q / \ PROPOSED FIRE HYDRANT w Y U i I M \ > 40' 4,830 sgft ,p? N 15. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, w = \ o UO w / / ___ �0• I RIGHT TO FARM ACT, WHICH STATES: AGRICULTURAL OPERATION, PROPOSED WATER VALVE w z w W z o Y I V \ \ M AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A NUISANCE- J \ / \ + I O PROPOSED WATER SERVICE EXCEPTION. NO AGRICULTURAL OPERATION AGRICULTURAL FACILITY OR m `V L14 B1 91, - L26 B1 EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR so PROPOSED BLOW-OFF can I 6,333 sqft / L12 B1 L11 B1 4,017 sqft ' LO N z I \ q / 4,170 sqft 4,544 sqft - - PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING PROPOSED STREET LIGHT L23 B1 / \ ss \ \ NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR I I 20,919 L13 B1 \ w MORE THAN ONE(1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION ss EXISTING SEWER MANHOLE sqft / 4,669 sqft I ass Q 92, WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE SD EXISTING STORM DRAIN MANHOLE \ L9 B1 - o PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE �y 00 / N 4,414 sqft m \ \ RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN EXISTING FIRE HYDRANT AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION N I� EXISTING PRESSURE IRRIGATION VALVE L27 B1 07-1 L 1 �� 4,000 sqft 16. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION W EXISTING WATER MANHOLE Z I 57' 78' 91' O O 31-3805. EXISTING WELL I I 45'� 45' 45' 45' 42' \ + I 17. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE EXISTING WATER VALVE I I -• � 47.0' SUBSURFACE. 92° I � EXISTING POWER POLE Q Q F -1 � \ 16.5' 16.5' m © EXISTING CABLE PEDESTAL L8 B1 \ \ SHEET INDEX ❑r EXISTING TELEPHONE PEDESTAL m J o) 4,413 sqft 0- L28 B1 Mex EXISTING MAILBOX O SHEET 1 - PRELIMINARY PLAT FOUND 5/8" IRON PIN 4,000 sqft �, (n I I \ SHEET 2 - PRELIMINARY SEWER PROFILE FOUND BRASS CAP MONUMENT � Q o �17o I 10'0' Row L1 B1 L2 B1 L3 B1 L4 B1 L5 B1 91 I SHEET 3 - PRELIMINARY SEWER PROFILE Q Z EXIST. 38.0' Row DEDICATION of 4,492 sqft o 4,500 sqft o 4,500 sqft o 4,534 sqft o 4,200 sqft o - 92' 0 I Q J 48.0' 25.0' \ BUILDING SETBACKS: W W LAND SURVEYOR CIVIL ENGINEER 4,548 B1gft +to orf M L29 B1 FRONT/STREETSIDE........10' LIVING AREA, 20' GARAGE SEAN P. SULLIVAN, PLS DERRITT KERNER, P.E. LU 00o I 4,125 sqft (MEASURED FROM BACK OF SIDEWALK) DAVID EVANS & ASSOCIATES ROCK SOLID CIVIL LLC C) w 2 - J 0 1 s I REAR...................... . ......................................12 9179 W BLACK EAGLE DR 270 N. 27TH STREET o„ \ L6 B1 0 L30 B1 BOISE ID. 83709 BOISE ID. 83702 O 365 sqft J ti \7- - 374 sqft7 � I SIDE FOR BOTH STORIES ' \ -� 6' - - 77'-P ( ) 208 900-9049 .............................5 ( ) (208) 342-3277 = 45 45' 45' 45' 42' ir) 71' A �, MAXIMUM BUILDING HEIGHT...........................20 72 70 - n OWNER PLANNER - --2553- - f MICHAEL CAROUBA, CCIM PENELOPE LONGS ANTIKES SERVICES w W W 2552 W _-w 0 - - IRRIGATION STORM DRAIN AND BLACKCAT 30, LLC P.O. BOX 405 0 0 1+00 2+00 EG 2554=W _- L;o 1420 S MILLS AVE, STEM z 3+00-G EG 4+00 0� 5+00 G o -� -6+00-0 Ec z \ w - - - - - - I _ - uk _ _ _ , - PUBLIC UTILITY EASEMENT: LODI, CA. 95242 (208) ID. 83701 Ss T �E� (208) 908-1609 QUARTERHORSE STREET EG _ o_ (209)-327-7700 0 _ . - - - 4'�so of of - �� Ec FRONT...............................................................10 - REAR...............................................................10' N89°34'50"W 525.10' - - - - - - - - - - - - - .................................................................. w � SIDE 5' SS\ONAL F� �z o� \Y'ENseo ciyF('J U' z 0 R/W R/W Q 47.0' R/W 41.0' BNDY C/L CO o o 17 8 7 23.5' 23.5' 23.5' 17.5' SECTION w � LINE 48.0' R/W C/L 30.0' ' wo 33.0' _ 33.0' _ C/L 2.0' C/L 0.5' 20.0' o.o' �`�'QRITT 2.0' 5.0' 2.0' 14.5' 14.5' 2.0' 5.0' 2.0' 5.0' 2.0' 14.5' 14.5' 2.0' t 11.5' f 5.5' 3.0' 10.0' 18.0, 5.0' 16.0' 2.0 12.0 5.0' 0.5' FLAT E% 2-% FLAT 4 FLAT 2-% 1_ 2%- Project No. RSC 19-61 BORROW DITCH CONCRETE SIDEWALK (PER CONCRETE SIDEWALK (PER CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT 3" ROLLED CURB GUT ER 6' VERTICAL CURB & GUTTER GRAVEL ACHD SUP. DWG, SD-709) ACHD SUP. DWG. SD-709) Drawn By: JEC (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, SP-3, 0.50" (1/2") MIX, PG 58-28 SHOULDER SP-3, 0.50" (1/2") MIX, PG 58-28 DWG. SD-709) PG 58-28 (PER ACHD SD-702) DWG. SD-709) PG 58-28 (PER ACHD SD-702) 6" VERTICAL CURB & GUTTER CONCRETE SIDEWALK 4" OF 3/4" MINUS AGGREGATE 4" OF 3/4" MINUS AGGREGATE (PER ACHD SD-701) 4" OF 3/4" MINUS AGGREGATE 4' OF 3/4" MINUS AGGREGATE Date: June 9, 2020 3' ROLLED CURB & GUTTERJ � (PER ACHD SUP. 3" ROLLED CURB & GUTTER 14" OF 6' MINUS PIT RUN 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN (PER ACHD SD-702) DWG. SD-709) (PER ACHD SD-702) CALL BEFORE YOU DIG! 33.0'STREET SECTION 47'RIGHT-OF-WAY 33.0'STREET SECTION 41'RIGHT-OF-WAY BLACKCAT ROAD 1/2 SECTION 48'RIGHT-OF-WAY PINE AVE 1/2 SECTION 30'RIGHT-OF-WAY CALL DIGLINE INC. Sheet No. 1"=10' 1"=10' (LOOKING NORTH) (LOOKING EAST) PRIOR TO COMMENCING �delovM UNDERGROUND WORK r'=10' 1"=10' w it ths bell you dig. 208-342-1585 w 1 of 3