Loading...
HomeMy WebLinkAboutC3_PPLAT M N PRELIMINARY PLAT FOR N T P/L P L ., --" M ---- - REVEILLE RIDGE SUBDIVISION •i z -c� 3 / - 28'-0" \ ---------------------------, -„- 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» \� �� ____ La N88.58 42 E \\a OF SECTION 5, T.2N., R.1.E., B.M. 6 L5_-'----- 9' \\251��0 CITY OF MERIDIAN, ADA COUNTY, IDAHO '� a 12'-0" 12'-0" 5'-a" s \ L6 66 9 2024 =2' Z 9 39 5 � 16Lu 10'-0" 10'-0" 1 -0 2, 70 LJ Q SLOPE SIDEWALK 1.75% t 64 sf 82' 82' W 0.25% PER ACHD SD 709 49, 43 8 Z o SLOPE 2.00% SLOPE 2.00% -� zr a2 /�� ■� v 49' 42' 0' \r �Z o co BLOCK 2 Z 15 � � zw 4" - 3/4" MINUS 7 14,056 sf CL 5" THICK CONCRETE o 0 13 0 14 N V v m CRUSHED GRAVEL s� °' 11 � SIDEWALK (TYP.) ® 10 12,295 sf 12,300 sf 12,300 sf 12,441 sf 4" - 3/4" MINUS CRUSHED 12,348 sf g N 12,874 sf �pNAL F 2 1/2" ASPHALT GRAVEL (COMPACTION REQUIRED) 13,2888 sf PAVEMENT ss Nc �o�c`� ���STFR SP 3, 1/2" MIX, PG 58-28 EXTEND GRAVEL AND PIT RUN 6" PAST CURB. (TYP.) STANDARD ROLLED a N O 28' RIGHT-OF-WAY CURB & GUTTER (TYP.) AS PER 82' 82' sz' so- � > I I��JV Ki ACHD SD 702 c6o 116' 92' 8z ALLEY TYPICAL SECTION 12" - 6" MINUS PIT RUN - REVELER 144' NOT TO SCALE C22 _ _ 492' _ _ - - F of 66 80 80, 74' 107' LEGEND C65 64 66' 75' 80' BOUNDARY --- -- --- CHECKED BY: DAVID A. BAILEY P.E. LOT LINES DRAWN BY: 02 ROAD CENTERLINE DAB/DES � � 9,402 sf N o � ® © Q7 ® RIGHT OF WAY P/L 8,562 sf 8,250 sf 8,250 sf 8,800 sf 8,800 sf 8,800 sf 9,353 sf II LOT NUMBER ' P/L LV I BLOCK NUMBER 24'-0" BL 0 K 5 EASEMENT BLOCK 7 12'-0" 10'-0" � 80, 80' 80' 7<' � I SETBACK I 10'-0" 10'-0" 75 7s' - 7J - - - - �/�-�- - /�-_ - - _ - u CURB GUTTER & SW -- - - 628' _ _ - - - ALLG / f'I 9,235 sf SLOPE 2.00% SLOPE 2.00%-_ A STREET NAME W. ASHTON DR. 60' so' so' 50' so' 50' so' 50 So' So' F52 ,� II HANDICAP RAMP d �� I! SEWER LINE S S s J7- 120' WATER LINE W W W 2 1/2" ASPHALT I STORM DRAIN LINE EXTEND GRAVEL AND PIT II a, PRESSURE IRRIGATION PI PI PI RUN 6" PAST CURB. (TYP.) PAVEMENT 0 0 O 0 0 Q 0 Q o Q o 10 0 11 12 co Q 11 STANDARD ROLLED 4" - 3/4" MINUS CRUSHED GRAVEL � 03 ® © O 5,500 sf 6,832 sf 9,120 sf GRAVITY IRRIGATION CURB & GUTTER (TYP.) AS 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 O ACHD SD-702 W BL CK 6 1 °' FLOW ARROW 24' RIGHT-OF-WAY I FIRE HYDRANT � TYPICAL ALLEY SECTION I 20 CATCH BASIN W 60 50� - 50' S0' 50 S0' 50' S0' S0' S0' 50 � � STOP SIGN -� NOT TO SCALE A W _ _ _ _ BUGLE CALL EXISTING WATER WELL W - W - - -631' 9,120 sf o FOUND ALUM. CAP IN MONUMENT IN (✓ / so 50 so' So' so' 50' 50' 50 50' 50' 52 9. I 1 M FOUND BRASS CAP 120' o MONUMENT P/L 47'-0" P/L CCK V) INFILL LOTS 1,/� 7'-0" 33'-0" 7'-0 o 4 5 6 7 8 Q9 10 11 12 13 2'-0,,5'-0' 16'-6" 16'-6" 5'-0" '-0' 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 � 5,500 sf 6,832 sf 9,120 sf I 14'-6" 14'-6" SLOPE SIDEWALK 1.75% t 0.25% PER ACHD SD 709 50' so' So so so 50' S0' 50' S0' 50' so' II SLOPE 2.00% SLOPE 2.00% _ _ N _ _ - - - - - - L -- $- - - II ? 692' 6 50' 50, 50' so' So' So' So' so' 50' 50 S i 9,235 sf II Q II 4" - 3/4" MINUS 120' CRUSHED GRAVEL CL 5" THICK CONCRETE L OC SIDEWALK (TYP.) 10 11 12 I ao 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED a © Q7 ® 1 GRAVEL (COMPACTION REQUIRED) 5,500 sf 5,500 sf 5,500 sf 5,500 sf 5,500 sf 5,500 sf 6,832 sf uj PAVEMENT N ® 5,506 sf Q7 [SP-3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT Q2 O 5,910 sf I 9,035 sf d RUN 6" PAST CURB. (TYP.) 5,961 sf 7,191 sf STANDARD ROLLED '� 47' RIGHT-OF-WAY CURB & GUTTER (TYP.) AS PER C73 34' 50' 50' 50' 50' 50' So' so' i 107' W ~ u- z w ACHD SD 702 uj - TYPICAL SECTION AW TRUMPETER _ _ _ _ :M _ _ Z 12" - 6" MINUS PIT RUN �, NOT TO SCALE 419 i 44 I o za / � 0 40' 40' 40' 40' 40' 40' 40 40' 40' 107' O wLLJ -- - 9 d 2' 3"W 50.20' N w � -- - -- - - -- - 04 O N 1 8,591 sf 1 p o 0 O o ® o O o © g O g ® p Q9 0 10 0 ,i . 1 ` 2 o ro W < Q a 4 000 sf o \ \� 4,000 sf 4,000 sf 4,000 sf 4,000 sf 4,000 sf 4,000 sf 4,000 sf 4,000 sf i y I o L O K 9 121 W o � z � N \� � 1 o' 37' 3' 27' 3' 27' 13' 27' 3' 27' 13' 27' 13' 7' v \ems• 8,391 sf oIl o ` J II o 15 o 14 o 13 0 12 0 f / 0 z 0 0 0 0 4,839 sf 4,000 sf 4,000 sf 4,000 sf 4,045 sf 4,357 sf / Q3 1 \\ 1 � � 7,751 sf N \ j cn 9' 40' n� 68 _ _ 137'�AP,� _ � \ s / 9153® sf 60 0 30 60 120 \2' / of 0 SCALE IN FEET m 50' 42 C77 4 \ lg ' LLJ \ 1„=60' � N \ 29 ' 22 78 79 U 2 4,402 sf 4,199 sf 3 s �/ 61 \ \ 5 16 s . 205' C77 'o Bo \ 2 Q -- -- -- -- \ C4 O 5- \ \ 9,321 sf �' s°, 1 \ � \ S740 9,339 sf 4 so• \ 8 45"E , r^ I ' I _ r_ 8 sf O iQ/ 11 < 26 � v LLI 9,357 sf � v` 0 62, 1 ` -- 9,374 sf v �• \ 86'-0" `� N73 V C1 6 \ 9,392 sf o/ 1$ \ o W 2,? ►V O 53 S 5 s 74'-0" (TYP) 6� 9,409 sf so' ` 00 `� 1'- ROW (TYP) 1'-0" �`� � \ , � 9,427 sf o 5'-0" 7'-0" 24'-0" 24'-0" 7'-0" 5'-0" 11,96Q2 sf 1.75% 2'_0" 2'_0" 1.75% �\\ �\ �` \ � W t 0.25% 22'-0" 12'-0" 22'-0" t 0.25% \ �\ , \T^ so \ O 4 9 /�'1 c J 1.75�. T -1.75% \�� \` s �/ 10,326 sf Q2 3 0 4 �- 2% 2% \��� \��� ` `\ a33 � . 8,653 sf 2 sf I j ^, \ 10 10" I 4" OF -3/4" BASE 4" OF -3/4" BASE `�\ \,I! 6 \ J V I 0 5' WIDE 5" THICK CONCRETE SOD 5' WIDE 5" THICK CONCRETE 3" ASPHALT PAVEMENT STANDARD \ 1� 15 ti6 I SIDEWALK (ACHD SD 709) VERTICAL CURB SIDEWALK (ACHD SD 709) �� \ I SIDEWALK TO BE A MIN. TBC SIDEWALK TO BE A MIN. TBC I J EXTEND 4" MINUS AND 4" -3/4" AGGREGATE BASE & GUTTER (TYP) ��` 62' 79 O ELEVATION OR MAX 6" ABOVE 4 AS PER ACHD SOD ELEVATION OR MAX 6" ABOVE \ , I O CENTERLINE PITRUN 6" PAST CURB. 20" -6" PIT RUN SD-701 CENTERLINE ��� \ c� _ 1Lo (TYP,) C740 N EXTEND J" MINUS AND ��� _ _ _ _ _ c 331' _ _ N_ a _ STANDARD VERTICAL CURB PITRUN 6" PAST CURB. n & GUTTER (TYP) AS PER IV� - 1 r- I ACHD SD-701 (TYP.) 4 �8'26 6" VERTICAL CURB (NO GUTTER) PER ISPWC "W 63 \ 1 N I SD-701A. BACKFILL PER ISPWC SD-706 65' - b �3" I N 1 1 DATE: 09-13-2023 2 2 sf, I PROJECT: 74 (TYP) RIGHT-OF-WAY � 2 ENTRANCE SECTION1 C2023-001 NOT TO SCALE 1 SHEET 6' I