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HomeMy WebLinkAboutReveille Ridge PPlat 20240407-PP-3 PPLAT \ ME PRELIMINARY PLAT FOR - N P/L . - -- REVEILLE RIDGE SUBDIVISION •= z -c� '' L � 3 / P/L _ - 6 4) Z 28'-0" \\ -I__---- -----, -„- L9 LOCATED IN S 1/2 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 z 24'-0" 4'-0" 4� ��___ LB N88'S8 42 E ,,a OF SECTION 5, T.2N., R.1.E., B.M. � g6: ------- 59. r' � L5_ L6 �, `"_ 2 15 6 CITY OF MERIDIAN, ADA COUNTY, IDAHO � 12'-0" 12'-0" 5'-a" g9. \ 6' -3�' S 2024 W z_ 1'-0" 10 rG:oft LLJ z 10'-0" 10'-0" SLOPE SIDEWALK 1.75% t 64' 47 s W Q 0.25% PER ACHD SD 709 Z o SLOPE 2.00% SLOPE 2.00% -� ■� U � Z om 0 co BLOCK 2 W 14 _� ZLd m � 17,074 sf = N S2 4" - 3/4" MINUS 7 M (, N o CL 5" THICK CONCRETE "' o 13 m CRUSHED GRAVEL s�f 12 SIDEWALK (TYP.) 1n 15,073 sf 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED 15,9118 sf t2 13,1552 sf 20,120 sf 20,567 sf PAVEMENT GRAVEL (COMPACTION REQUIRED) [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT SS�pNAL FNc RUN 6" PAST CURB. (TYP.) O�� �G\STC-- STANDARD ROLLED a� Q- O 28' RIGHT-OF-WAY CURB & GUTTER (TYP.) AS PER 137' 100' 100' N > I I�iJ� Ki ALLEY TYPICAL SECTION ACHD SD 702 37 40, 103' 137' I 12" - 6" MINUS PIT RUN C22 REVELER _ _ _ _ 144' 9TF OF NOT TO SCALE 4s2' _ _ W J _ - - - - 1 Oq D A.8 P� gg LEGEND 80' 80' 74' 107' C65 64 66' 75' 80' �9. FF BOUNDARY --- -- --- CHECKED BY: II DAVID A. BAILEY P.E. o LOT LINES - - - DRAWN BY: m 9,4002 sf �I ROAD CENTERLINE DAB/DES o O o ® o © Q7 ® I RIGHT OF WAY P/L 10,644 sf 8,250 sf 8,250 sf 8,800 sf 8,800 sf 8,800 sf 9,353 sf II LOT NUMBER P/L 120 I BLOCK NUMBER 24'-0" BLOCK 5 EASEMENT _ _BLOCK 7 12'-0" 10'-0" 80. 80' 73' too' 75' - - - -751 - - - 80 - - - - - - - - II SETBACK 10'-0" 10'-0» - - _ - n ^a CURB GUTTER & SW -N - _ 628' _ _ _ _ - A�€Y-k 9,235 sf SLOPE 2.00% SLOPE 2.00%-_ ASTREET NAME W. ASHTON DR. 60' 50' S0' 50' 50' 50 50' 50' S0' 50' 752 ',' \ II HANDICAP RAMP 120' I! SEWER LINE S S S i WATER LINE W W W EXTEND GRAVEL AND PIT 2 1/2" ASPHALT STORM DRAIN LINE RUN 6" PAST CURB. (TYP.) PAVEMENT o b Y STANDARD ROLLED 4" - 3/4" MINUS CRUSHED GRAVEL O o Q3 0 ® 05 © Q7 ® Q9 10 11 12 �I ^ O �1 PRESSURE IRRIGATION P P P CURB & GUTTER (TAR R PER 14" - 6" MINUS PIT RUN 6,600 sf 5,500 sf ^ 5,500 sf 5,500 sf 5,500 sf 5,500 sf ^ 5,500 sf 5,500 sf 5,500 sf 5,500 sf 6,832 sf 9,120 sf (� II o GRAVITY IRRIGATION ACHD SD-702 BL CK 6 °' FLOW ARROW W ii FIRE HYDRANT 24' RIGHT-OF-WAY ' TYPICAL ALLEY SECTION - - _ ,20 50' 50 S0' 50' S0' 50' S0' 50' a0 CATCH BASIN W go' 50' _ 50' I � STOP SIGN NOT TO SCALE A W _ _ _ _ _ BUGLE CALL - _ ® v n II Lo EXISTING WATER WELL W FOUND ALUM. CAP - - - - - - �W - 631' 9,120 sf 0 04 MONUMENT 40' S0' S0' 50' 50' 50' 50' 50 52' 1 N C✓ / ,9• 1 "� FOUND BRASS CAP 40' 40 I 120' o MONUMENT P/L P/L INFILL LOTS 47'-0» OCK 7 33'-0" _ _ 0 14 n n w O3 0 ® O O © o O o ® o Qg 10 11 12 13 5,500 sf 5,500 sf 5,500 sf 6,832 sf 9,120 sf 0"5'-0' 16'-6" 16'-6" 5'-0" '-0' 400 sf� 4,400 sf 4,400 sf 4,400 sf 5,500 sf 5,500 sf 5,500 sf 5,500 sf Q I 14'-6" 14'-6" 120 0 SLOPE SIDEWALK 1.75% t 0.25% PER ACHD SD 709 40' 50' so' So' So' 50 50' 50' _ 5° 40' 40' - II SLOPE 2.00% SLOPE 2.00% -� - _ - - N - - - - - -ALLC / - _ _ -_ - II ? 692' T n © nl '1 50' 40' 40' 40 40' 40' 50' 50' 50' 50' 50' 52' 9,235 sf II w Q R 120' II 4" - 3/4" MINUS � 5" THICK CONCRETE L 0C v � M CRUSHED GRAVEL SIDEWALK (TYP.) 0 0 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED rn o © o O7 ® 09 10 1 1 12 13 °D GRAVEL (COMPACTION REQUIRED) 5,500 sf 5,500 sf 6,832 sf �o N PAVEMENT ^4,466 sf �4,400 sf �4,400 sf 5,500 sf 5,500 sf 5,500 sf O n W u- [SP-3, 1/2" MIX, PG 58-281 EXTEND GRAVEL AND PIT �4,9708 sf ' 9,035 sf 0 RUN 6" PAST CURB. (TYP.) 5,961 sf �5,862 sf z STANDARD ROLLED lb, '�• o 47' RIGHT-OF-WAY CURB & GUTTER (TYP.) AS PER ACHD S D 702 C91 4 40' 40' 50' S0' 50' 50' 50' - - 50' � 10T u` w O _ _ _ _ W U TYPICAL SECTION 12" - 6" MINUS PIT RUN 2, �� G7� CA TRUMPETER _ _ _ _ 144� _ Q O Z NOT TO SCALE _ - - - - - �w - 41s i Q o y o 18! Zo H 40 40' 40' 40 40' 40' 40' 40' 40' �9• ^ 1� 107' LLJ 0 w-- - 9 2 50.20' - - - 1 N po � -- - -- - - -- - -- - - - - -- - - qql /"A 1 16.02' W 1 M 0 - - - - - - O N N o \l< o b o I 8,591 sf p I o I 2 o O '00 ® O O © O 00 ® O O O 10 O 313. 1 co I W Q o 0 j O a r (n I 4 000 sf^ _ o 4,000 sf� 4,000 sf^ 4,000 sf 4,000 sf 4,000 sf 4,000 sf 4,000 sf 4,000 sf > I o 0 ./0 I 121' W O \s LOK 9 1 � Z - N ^�^ n o04 U O \3s 37' 13' 27' 13' 2T 13' 2T 13' 2T 13' 2T 13' T v 2 8,391 sf O z o \ / n II II ?s \ b f 16 0 15 0 14 O 13 0 12 0 Q, / _0 z �� \ � 4,839 sf � 4,000 sf� 4,000 sf^ 4,000 sf 4,045 sf� 4,357 sf^ 1 ul rn � 7,751 sf N i \ C7g 9' 40' 40' 40' 8' C78 77 150, ro 137'_AP-,� _ c� 9,153 sf 60 0 30 60 120 Z �I 0 50' 42' C17 ,4 \ ' \ �64 SCALE IN FEET I . I � \ 1„=60' W W h/ c'00 \ " ' 60 , ` \2s 58 59 60 M so \ 4,402 sf 4,199 sf 3 s C./ / 6p. \ \ 5 I n 16 s 4 C27 --- -- -- -- \ c 9,201 sf \ W J �Q 1 fio \ 1 S74 0 , g \ 4 sf 9,219 sf 0 60, \ 8 4S'E r w v 4 � � OC �n �26•�1 9,237 sf �' 6y ' /h 0 O � �\ 9,254 sf 86'-0" N73 C28 \ 9,272 sf 2 9 26 \ \ - 74'-0" (TYP) \ 560 \ \ \ 9,289 sf \ ` ROW 1 ROW (TYP) 1 0 ��\ �� \�---- \ 9,307 sf �' N \ O \ 5'-0" 7'-0" 24'-0" 24'-0" 7'-0" 5'-0" �� \` \� � \ �� 9 i O 1.75% 1.75% \�� \\�� \ \ \ �qAi \ 11,796 sf I , I 2'-0» 22'-0" 12'-0" 22'-0" 2 -0 V�^ W t 0.25% t 0.25% 24 1.75�. �-1.75% \ \�� ��� \ \S�Q�j1 i ��� � 10,331 sf Lo "' ® 3 o O ^ I J T� N 2%-� ��\ ` \ /A \ co 400 M 8,663 sf 3,227 sf I I r 4" OF -3/4" BASE 4" OF -3/4" BASE J v SOD 5' WIDE 5" THICK CONCRETE SOD 5' WIDE 5" THICK CONCRETE \� 0 3" ASPHALT PAVEMENT STANDARD \ ` 9 tib 1 I , I SIDEWALK (ACHD SD 709) VERTICAL CURB SIDEWALK (ACHD SD 709) SIDEWALK TO BE A MIN. TBC 3„ '\\\4" -3/4" AGGREGATE BASE & GUTTER TYP SIDEWALK TO BE A MIN. TBC \� \ ' 0 ELEVATION OR MAX 6" ABOVE EXTEND 4 MINUS AND ( ) ELEVATION OR MAX 6" ABOVE �\ \ AS PER ACHD SOD CENTERLINE PITRUN 6" PAST CURB. 20" -6" PIT RUN SD-701 CENTERLINE ��\ c39 (TYP.) C40 - - - -' 323' - N - a N W STANDARD VERTICAL CURB EXTEND J" MINUS AND \� - PITRUN 6" PAST CURB. n ACHD SDR (OTYP) AS PER 6" VERTICAL CURB�NO GUTTER PER SPWC N74 rl- 0826„W - 1(V� I ( ) 6 C I SD-701 A. BACKFILL PER ISPWC SD-706 0 o 1 1 DATE: :r I I 09-13-2023 74' (TYP) RIGHT-OF-WAY 2 5�sf, i PROJECT: ENTRANCE SECTION J7 �� I C2023-001 NOT TO SCALE - ' SHEET iIP P - 31 I