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PZ - Public Utility Plan V I L I MENEM � Oct � 0 � PRELIMINARY PLAT FOR Cm W w� •- z F- w� ; 5113123DIA BRIAR RIDGE SUBDIVISION 4) z 1 N*t 5570 S. MERIDIAN RD. I O <0 wN Z o w o A PORTION OF NE 1/4 SE 1/4 OF SECTION 36 = a N J Z TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN �'O�A - 1 sS. MER 8A ADA COUNTY, IDAHO W z 5385 S. MERIDIAN RD. W Z I � w 0- 1 2021 N89'21'32"W 1283.52' LEGEND >% W z • -- -- -- -- -- -- -- -- -- Q J• -- -- -- -- -- -- -- - - - - _ _ W QUARTZ CREEK ST. � Z o - - - - _ _ _ _ _ 4 EXISTING CONTOUR 'E �n i S89 21 32 E 1251.50 L3 !c z o M --- 1 S.3 S. 1 BUILDING ENVELOPE (SETBACK LINE) 1 W o 0 7101m, I RIGHT-OF-WAY LINE \ J m 4 zw BLOCK 2 Q LOT LINE �\ ON CATER V � m O Q W BLOCKRRIRR GRAVITY IRRIGATION LINE c AL 0 0 Q 0 ® O 0 s s SEWER LINE ��/NS �" Z 8 9 10 11 � I W W NAL O3 Q ® i WATER LINE �yT CD Fiy�, ZN RI RI PRESSURE IRRIGATION LINE \�F"'� ����' �G\STFQ�O�ji�<0 .� < -113 j 1 S° S° STORM DRAIN LINE ® W JARVIS ST. i i W JARMS ST. 1I rn N NVON ROAD CENTERLINE Nft r C� 0 1 �1 0 i ROLLED CURB/GUTTER AND SIDEWALK ¢ 9TF �pQ � C.) 5 O 2 O I R7824220044 = 09 OFCA I 10 9 8 7 6 5 4 3 2 1 O O O 39 LLC LOT NUMBER E SHAPER VIEW DR. � �_ A. g P O O O 3,570 s.f. _ 6 3 3 LOT AREA BLOCK 3 Q Q O °� m BLOCK 7 BLOCK NUMBER CHECKED BY: I t- o DAVID A. BAILEY P.E. 4 4 °' PROJECT N O w � N I FLOW ARROW DRAWN BY: 7 Q O J O J Q (3 I W. ASHTON DR. STREET NAME SITE CC) L4 IN ■ Is ■ IN IS 8 HANDICAP RAMP Z i W HELIOTROPE 1 N vi o ST. © 1 ____ HYDRANT 1 STREET LIGHT � 14 O ---- - 7 _ \ SHAFER O O SURVEY LEGEND V� IEW DRIVE LOCK 15 3 15 Y BENCHMARK V O I ET 5/8" 18 IRON PIN w/ RED CAP FOUND BRASS CAP MONUMENT \ ® ® ELEV(NAVD88)=2741.17' \ jl m O FOUND ALUMINUM CAP MONUMENT "'• �' ® rn \ SHAFER VIEW ESTATES SUBDIVISION 11 11 O FOUND 1/2" IRON PIN \ . M I u ■ ■ ■ ■ ■ IM 0 \ \ oj W AVENTURINE ST. , 1 CALL. POINT \ o�z Y maw w U O O Lj z o m 5 W AVENTURINE ST. 04 o SpN 3 O FOUND 5/8" IRON PIN co Ofr to1" -- -- PROPERTY BOUNDARY LINE 04 T�Rq� O BL K 310 OOO ® O0® O 1 00® 0© 0 Q 10 11 1© 1©® 3 Ip SECTION LINE \ _ 6 O Z Q 8 15 00 Z - BOTTOM OF DITCH Q N �� H (n ® BLCCK 7 m ALLEY a ALLEY N ' E. SHAFER VIEW DR. o \ I = O 3 1 2 3 4 5 6 7 8 9 vi � Y 1 w o \\ J 1 00® 0 6 0®0 10 11 1 00 ®0©0 8 Q 10 11 1© 1© 14 1 (n � \� Y 10 z I LAKE HAZEL ROAD LAKE HAZEL ROAD W ROCK CRYSTAL ST. 1 m 1, W ROCK CRYSTAL ST. C5 N 1 CA Q OD z �ni Q STA ESKE EL STOCKER 1 OO 03 ® 05 © OO 14 © SUBDIVISION SUBDIVISION (AVICINITY MAP �� © ® 0 15 30 105 0 o I � � ,�_ BL K 8 ® 0 1 - 500, vi © O Q © 6 W 1 R7824220180 1 0 (p rJ 1 J Z I E SHAFER VIEW DR. JQ Y 8O N I CHAMBERS JAMES D 1 r OO o © 18 © 18 m w 10 m 3 0 �9 07 19 ,0 v; i I W CHRYSOCOLLA ST. z ,1 ® ® ® ® 11 N CA ; PLAN SHEET NDEX W 1© 92, Q9 21 @ m ,o ® 10 15 CA , SHEET DESCR PT ON w e OCK 1 5 __ W. HOWLITE ST. P P 1 - INDEX MAP , NOTES , AND VICINITY MAP , o -- -- -_ -- -- -- -- ----- -- -- - N89'12'25"W 1257.74' - w PP - 2 PRELIMINARY PEAT, COMMON LOT TABLE AND STREET DETAILS N o 5 PP - 3 CONCEPTUAL ENGINEERING , LINE AND CURVE TABLES MERIDIANN R z R w S MERIDIAN D. - Q: Z BRIDGE EMMETT & BEVERLY FAMILY TRUST PP - 4 OFFSITE CONCEPTUAL ENGINEERING AND STREET DETAILS PP - 5 CONCEPTUAL SEWER PROFILES U PP - 6 - CONCEPTUAL SEWER PROFILES AND PARCEL TABLE 0 1 Z V) cy) e I� o NOTES: DEVELOPMENT FEATURES ®in W I I I o 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL ACREAGE OWNER Z LOTS. TOTAL PARCEL-38.86 ACRES ENDURANCE HOLDINGS LLC 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD TOTAL LOTS-274 1977 W OVERLAND ROAD ZONE. REFERENCE FIRM PANEL 16001 CO250J REVISED OCTOBER 2, 2003 TOTAL DWELLING UNITS-227 MERIDIAN, ID 83642 BUILDABLE LOTS- I SF RESIDENTIAL-227 DEVELOPER 0 1 3. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, DETACHED- 123 CHALLENGER DEVELOPMENT STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET TOWNHOUSE- 104 1977 W OVERLAND ROAD ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT COMMON LOTS-47 MERIDIAN, ID 83642 EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE AVERAGE LOT SIZE-3833.77 I I I 10 (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE MIN. LOT SIZE- 2082.00 ENGINEER W SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND MAX. LOT SIZE-7979.49 LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A DENSITY DU/ACRE-5.84 DAVID A. BAILEY, P.E. PUBLIC STREET. COMMON AREA-7.70 ACRES- 20.1% BAILEY ENGINEERING, INC. r n � USEABLE OPEN SPACE- 4.52 ACRES- 11.8% 1119 E. STATE ST., SUITE 210 ( J i 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE EAGLE, ID 83616 o W ----------------------------- S.36 S.31 APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ZONING 208-938-0013 ISSUANCE OF THE BUILDING Q _ _ _ EXISTING - R4 PLANNER/CONTACT - N89.03'25"W 1329.01' PROPOSED-TN-R S.01 S.06 JANE SUGGS 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH GEM STATE PLANNING, LLC LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF SEWAGE DISPOSAL GEM W. CABLE CAR, SUITE 101 0 THE BOISE - KUNA IRRIGATION DISTRICT. MERIDIAN CITY SEWER BOISE, ID 83709 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE 208-602-6941 PONDS AND SUBSURFACE FACILITIES AS APPROVED BY ACHD. WATER SUPPLY MERIDIAN CITY WATER 7. LOTS 1 AND 8, BLOCK 1, LOTS 1, 2 AND 13, BLOCK 2, LOTS 1 AND 12 0 BLOCK 3, LOTS 1 AND 17 BLOCK 4, LOT 11 BLOCK 5, LOTS 1 AND 9, BLOCK CITY Q 6, LOTS 1 AND 9, BLOCK 7, LOTS 1 AND 8, BLOCK 8, LOTS 1, 14 AND 18, BLOCK 9, LOTS 1, 7, AND 11, BLOCK 10, LOTS 1, 7, AND 12, BLOCK 11, LOT MERIDIAN CITY e 5, BLOCK 12, LOTS 1, 6 AND 11, BLOCK 13, LOTS 1, 8 AND 15, BLOCK 14, LOTS 1, 8, AND 15, BLOCK 15, LOTS 1, 8 AND 15, BLOCK 16, LOTS 5, 12, SCHOOL DISTRICT AND 19, BLOCK 17, LOTS 5, 12, AND 19, BLOCK 18, AND LOTS 1, 8, AND 15, WEST ADA BLOCK 19 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE BRIAR CREEK SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. FIRE DISTRICT 8. ALL EXISTING STRUCTURES WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE MERIDIAN PHASE CONTAINING THE STRUCTURE. DATE: IRRIGATION DISTRICT 04-07-2021 NAMPA MERIDIAN 100 0 50 100 200 PROJECT: IRRIGATION DISTRICT C2015-022 SCALE: 1 " = 100' SHEET Q O U Q c i PRELIMINARY PLAT FOR ._ L Z _c� w� o BRIAR RIDGE SUBDIVISION Z S1 2361 41 820 w N o _ 5385 S. MERIDIAN RD. (5A PORTION OF E 1/2 OF THE E 1/2 OF SECTION 28 •- a N Z a TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN W N MERIDIAN, ADA COUNTY, IDAHO W z Z I 2021 W Z -- -- -- �-- -- -- - -- -- - _ __N89'21'32"W 1283.52' -- -- -- -- -- a L1 W Lu J - - 13s' -o - - -- -- ss1' - -- -- W QUARTZ CREEK ST. -- -- -- -- -- -- -- -- -- -- •� 1 4 MENEM C3 0 - - - - J / LJ ° co _ _ 462' cc - - - - - - - - - - - - - - - S89'21'32"E 1251.50' - - - - - - - - - - - - - - L3 Q / � - - - - - - - - - - - - - - S.36 S.31 _j m - LEGEND N O 1 I 1 ! I Common Lots 00 1 a i EXISTING CONTOUR 61' SO' 50' 60' 50' 50' 60' 50' 60' SO' �O, w Lot Area Perimeter DESCRIPTION - - - - - - - - - - BUILDING ENVELOPE (SETBACK LINE) 115' I I� 51' 50' 50' Bou LOCK 9 67 118 BLOCK 1 Lot 1 OPEN 5201 313 IRRIGATION LATERAL S�pNAL FN BLOCK 2 RIGHT-OF-WAY LINE S G 2 BLOCK 1 Lot 8 OPEN 1613 251 BUFFERS ENDCAPS ��' G\STER �iJi� O 1,56 sf o Q I LOT LINE 5,750 s.f. ol} N �' I BLOCK 2 Lot 1 OPEN 22012 1260 IRRIGATION LATERAL Q _ Q w RR R� GRAVITY IRRIGATION LINE N 115' N 3 o O o ® o O o © O ® O 10 11 12 0 13 IN O 0 0 0 © rn 7,979 s-f. o a I s s BLOCK 2 Lot 2 OPEN 1567 243 BUFFERS ENDCAPS N�� 2 03 ® O 5,132 s.f. L SEWER LINE BLOCK 2 Lot 13 OPEN 5150 307 IRRIGATION LATERAL r - 6,649 s.f. 5,500 s.f. 5,500 s.f. 6,600 s.f. 5,500 s.f. 5,500 s.f. 6,600 s.f. 9 QP I Z 5,500 s.f. 6,600 s.f. 5,500 s.f. � 5,577 s-f. r- 5,500 s.f. 5,500 s.f. 5,395 s.f. w W WATER LINE 3 IJ U) BLOCK 3 Lot 1 OPEN 94887 2145 OPEN SPACE 9 �� 6,900 s.f. Z I ® BERM W/ CONCRETE P' P PRESSURE IRRIGATION LINE AID A. B P BLOCK 3 Lot 12 OPEN 1639 252 BUFFERS ENDCAPS 7,673 s.f. WALL C SEE SD so STORM DRAIN LINE Q 0 50 0 50 0 60 0 60 50 LANDSCAPE BLOCK 4 Lot 1 OPEN 1613 251 BUFFERS ENDCAPS I V 5 50 p 115' - - - - _ _ _ __ CHECKED BY: in N -# _ _ W JARVIS ST. - - - ROAD CENTERLINE I 1�� a BLOCK 4 Lot 17 OPEN 1639 252 BUFFERS ENDCAPS DAVID A. BAILEY P.E. ��- 652' - - - - - - - r - - _ _ W_JARVIS ST. _ O w ROLLED CURB/GUTTER AND SIDEWALK DRAWN BY: O - Gj5 BLOCK 5 Lot 11 OPEN 1410 248 BUFFERS ENDCAPS DAB I 4 � - - I 229' R 5,750 s.f. M I O " N i N t0 LOT NUMBER 11s' 1 1 6,0 9 s.f. I m 3,570 s.f. LOT AREA BLOCK 6 Lot 1 OPEN 2641 249 BUFFERS ENDCAPS BLOCK 6 Lot 9 OPEN 1894 234 BUFFERS ENDCAPS o OY BLOCK 7 BLOCK NUMBER BLOCK 7 Lot 1 OPEN 2829 252 BUFFERS ENDCAPS O 313r 12 117' o 2 v m 5,750 s.f. 1,639 sf I O 00 O N w Z FLOW ARROW BLOCK 7 Lot 9 OPEN 1846 233 BUFFERS ENDCAPS 30' 4,060 s.f. 4,048 s-f- 1 Q O I W. ASHTON DR. STREET NAME �' © 11 ® O O 10 O ® O O �, 3 105' I O BLOCK 8 Lot 1 OPEN 5317 492 BUFFERS ENDCAPS HANDICAP RAMP 11S 6,197 s.f. O BLOCK 8 Lot 8 OPEN 5373 493 BUFFERS ENDCAPS 6,803 s.f. 5,750 s.f. � 6,900 s.f. 5,750 s.f. � 6,900 s.f. 5,750 s.f. � Sp' O � I 5,750 s.f. 5,750 s.f. 6,900 s.f. 5,750 s.f. N M 0 125' r+•i HYDRANT 3,990 S.f. 3,990 s.f. I BLOCK 9 Lot 1 OPEN 16294 1080 COLLECTOR BUFFER © 3 105' 0) STREET LIGHT BLOCK 9 Lot 14 OPEN 6489 360 IRRIGATION LATERAL s,7so s.f. BLOCK 3 105' 1 1 � O; a 1 bo Iw w I BLOCK 9 Lot 18 OPEN 45966 2648 ARTERIAL BUFFER 59' 41' 9' 50' 60' S0' 50' 60' 50' 60' 50' ® M n ® Q 6,250 s.f. 115' 15' o o I 3,990 s.f. 3,990 105'S f I� 125' BLOCK 10 Lot 1 OPEN 1406 225 BUFFERS ENDCAPS 50 8 ' 16 la 105' 20' Q 1 SURVEY LEGEND BLOCK 10 Lot 7 OPEN 4954 304 IRRIGATION LATERAL 5,750 s.f. 1,613 sf 5,803 s.f. 00 O a) 3,990 s.f. °° IC01 12 ' I I BLOCK 10 Lot 11 OPEN 1326 223 BUFFERS ENDCAPS 115' o w 3,990 s.f. 6,250 s.f. p� I ra FOUND BRASS CAP MONUMENT 00 a } 105' �+•� a BLOCK 11 Lot 1 OPEN 1351 218 BUFFERS ENDCAPS w I FOUND ALUMINUM CAP MONUMENT ( o 105' J m 125' BLOCK 11 Lot 7 OPEN 4992 305 IRRIGATION LATERAL io © � Q ') © V O FOUND 1/2" IRON PIN LW HELIOTROPE ST_ ,_ 17 1 BLOCK 11 Lot 12 OPEN 1520 227 BUFFERS ENDCAPS 139' i 5,750 s.f. 0 3,990 s.f. 3,990 s.f. (/� 13 I___ 105' I 115' RA 105 ``` 6,250 s.f. m 1 CALC. POINT BLOCK 12 Lot 5 OPEN 11481 1064 OPEN SPACE I ro P 1 O FOUND 5/8" IRON PIN BLOCK 13 Lot 1 OPEN 1000 198 BUFFERS ENDCAPS 1 1 I 13 --�-- - 7 -- -- s,7so s.f. PROPERTY BOUNDARY LINE BLOCK 13 Lot 6 OPEN 993 210 BUFFERS ENDCAPS O 1,613 sf I I 14 0 _ -_- ___ _ BLOCK 13 Lot 11 OPEN 781 185 BUFFERS ENDCAPS Ln 115' SECTION LINE BOTTOM OF DITCH BLOCK 14 Lot 1 OPEN 4973 286 OPEN SPACE O I BLOCK 14 Lot 8 OPEN 945 208 BUFFERS ENDCAPS 50' 50' S0' 50' 50' ® � "0 M 62' 6,604 s.f. 51' S0' 50' 1 00 115' I 14 0 3,91 0 ,s.f. 3,990 s.f. 53' 105 5,750 s.f. BLOCK .3 Y Y 105' I 15 BLOCK 14 Lot 15 OPEN 756 177 BUFFERS ENDCAPS 115' I O Q M O O I 6,011 s.f. BLOCK 15 Lot 1 OPEN 651 177 BUFFERS ENDCAPS in O 3,990 S.T. J 3,990 s.f. BLOCK 15 Lot 8 ROAD 4911 293 PARKING m m I 125 I 24 25 23 18 19 20 21 22 105' 105 6,s35 s.f. 1 BLOCK 15 Lot 15 OPEN 1136 201 BUFFERS ENDCAPS � 15 LO 0 I 5,821 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 5,750 s.f. 1 Q 16 122' 5,797 s.f. 5,356 s.f. 12 M a0 O " LO BLOCK 16 Lot 1 OPEN 910 193 BUFFERS ENDCAPS 1 s2' , 3,992 s.f. 3,990 s.f. 3 6,250 s.f. a j �1 4 "1 106' 105 7' BLOCK 16 Lot 8 OPEN 945 208 BUFFERS ENDCAPS 125' 7,892 Os f 50 5 50 0 5 1 0 1 1 -co �, 11 BLOCK 16 Lot 15 OPEN 785 184 BUFFERS ENDCAPS 10 O M I 326 sf I BLOCK 17 Lot 5 ROAD 5169 293 PARKING M 3,990 s.f. 4,097 s.f. 105 zzzzl 17 144' C11 236' W-AVENTURINE ST. _ ;, BLOCK 17 Lot 12 OPEN 21248 1437 OPEN SPACE - - - - - 198' �` 44 12 d• 6,815 s.f. eW- _ - _ _----- s2 sf a I BLOCK 17 Lot 19 ROAD 5180 293 PARKING to 7,412 s-f. - _ W AVENTURINE ST._ w I O 1 / 4 ' C8 176' - - 68'- BLOCK 18 Lot 5 ROAD 5220 294 PARKING N �, I � BLOCK 18 Lot 12 OPEN 19301 1430 OPEN SPACE O 117' f� 33 1 01 Z °� 04 O BLOCK 18 Lot 19 ROAD 5176 293 PARKING 1 02 0 03 0 ® o Q o © o O 01 ® � 9 w w LOC 14 6 1 _ _ ' BLOCK 19 Lot 1 OPEN 967 194 BUFFERS ENDCAPS 3,674 s.f. 894 sf N I w I BLOCK 19 Lot 8 OPEN 945 208 BUFFERS ENDCAPS 6 3,572 s.f. 3,570 s.f. 3,570 s.f. 3,570 s.f. 3,570 s.f� 3,570 s.f. m w 1 6,456 s.f. I } O ° N N ,/� N Cfl N M N m ^1 A 34 ^13 N N M N N 00 N N (^jl N N O O O O O O O O O O 0 r n 1 5 3 1 _ 1 N N N o0 I O BLOCK 19 Lot 15 OPEN 767 183 BUFFERS ENDCAPS z BL K I I N N N N N N ti LO 75 p sf r F N a 115 W M rn M rn rn rn rn ao 04 I 34' 34' 34' 34' 34' 34' 34' I Z 1 I U 0 '_1J I N N} oN w ALLEY '1 : 4,600 s.f. Q N W r• .I • . ..I :I : ._I 1.�4 .'pTI '' i h•:'..I A' 26''• 24'.I 24 .i :29'; 29 4'. ' I' 0 3 34' 34'EP 3 34' 34' 34' 34' Q 1 29'' 24' "24'' '24'� :24': 29` 29' 24'1 24 '24'. :24': 27" •y W 115' I 1 Q BL K 1,000 Sf ALLEY N I 1 ALLEY 8 0 0 z 651 sf 945 sf N �IN V 0 N Z4'' 2'4' 29' 28°: 4' 24' ' a• n9:: :244' 2 a 2¢'. 2¢',. ro L 2T. I' ' 1 :, I. :, I- oo �`i 61 1,z4',{ I 2¢..I (24'; I, 24:<I '24' •29'j - 1 b :.I l 2g W W p 4,600 s.f. Z 1.I L 4. .I Lu 115' I 9 1 1 W Q 1 O o O o ® 0 5 0 6 0 7 0 $ 0 1,84 sf io 'I U I Z O O rn O - 3 570 s.f. O in •rn - I f� rn � I 3,570 s 3 570 s.f. rn 3 570 s.f. 3 570 s.f. - rn rn a 93 570 s.f. - rn O N 3,580 s.f. w 6 w 1 � 1 1 rn rn - 0 0) a � N 1 P/L P/L 4,600 s.f. rn 16 781 sf m N rn rn rn rn rn w 47 -U„ UI • � . O N O O O '0 O I N �o M N In m rn ro O N " 33'-0» 115 N N N N N N N N N N N r N r ' V c r� N O u� O O 00 4 f O N 28' N N _ h N N «J r r N ' ` N ( UO 3 N N N N - N N N N N N 42' 16'-6" 16'-6" 10 LOCI 1 - - I 1'-0" 1'-0» 4,600 s.f. I - f 6 I t-4 - I 5'-0" 8'-0" 8'-0" 5'-0" 4 2 ¢ 15 I Z W ROCK_CRYSTAL ST. _ �, � cs � 1,1316 s 115' - - 0 263' ro �- - - - - - - - - - , C3 248' _ _ _ _ _ W ROCK CRYSTAL ST28' 4,600 s.f- 0 ' 910 sf xx N J - - - - 1 O I r Y 11s' �I 967 sf O SLOPE 2.00% SLOPE 2.00% -10 A" Asignz, to 12 I I 2 �• _ R. m 4,600 s.f. O .N N O N 23 cv Cv O N °i 23 s 2,717 s.f. 94. - - 511 s.f. - - �4 N •. O N I r 115 '0 2 n 1n n n - 2 539 s.f. 88' - 88 2,539 s.f. 2 537 s.f. - 2 718 s.f. a 4" - 3/4" MINUS 3 4 5 6 4 sT - _- - s4 W CONCRETE O 7 O . . I O O O CRUSHED GRAVEL SIDEWALK (TYP.) Z I I O N:': O N 22 w �� ..: 02 22 O I 4" - 3 4" MINUS CRUSHED 13 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 3' 2,250 s.f- -- - 2,082 s.f. - N N '. O N I 2 1/2" ASPHALT / o n 2104 s.f. 88' gg' 2,104 s.f. _ c�. 4,600 s.f. N 94' -- -- 87 2 104 s.f. - g¢'[2,250 s.f. 1 ® . : - 88' - - 1 PAVEMENT GRAVEL (COMPACTION REQUIRED) I ' I BLOCK 8 N ti O N O J O 21 r, - W 115 I I 2,250 s.f. _ V 2,oa2 s.f. 2104 s.f 8 U' z,104 s.f. N N U N N''.' Y ® n , STANDARD ROLLED OR 6" VERTICAL $ 94' -. _ --' -- 2,104 s.f -- 4' 2,250 s.f. `�� RIGHT-OF-WAY CURB & GUTTER (TYP.) AS PER PLANS 14 I N 36' 36' 36' 36� 36' 36' OS I-N'_]J!� ® �, 20 4 20 m •.:-�, �.'..:� � 5 I I TYPICAL STREET SECTION 4,600 s.f. I 2,2so s.f. 2,s16 s.f m -_°' N O I 12" - 6" MINUS PIT RUN } 2,54 f. 2,542 s.f. N Cv m O a 115' I I © s4' J 87 s8 88 2,s --' } -- g¢ 2,250 s.f. I NOT TO SCALE n TJ - - - - -- - - - - W l0 15 NI 2,2s0 s.f.. - Q W - J N, O Js��- 19 f f Q 94 2,250 s.f. BERM W/ CONCRETE rn WALL - SEE V / 0 4,600 s.f. I I 119 8 LANDSCAPE 115 14 13 12 11 �' 10 O 2,7s.g4 ._ 8 cO1r '-' 2,719 s.f. 9 5 45 S _ -= o 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. - - - - - - 94 16 I 1 0 4,671 s.f. O © ° 18 O 12 - -- W N T'• �' '• 6 N 18 T..� 2,719 s.f. = N T g7' 2,516 s.f. C14 O N 2,542 s.f. 88' 2,542 s.f. 2 542 s.f. IQ P/L P/L 6 94' 2,719 s.f. 42'-0" \ 6 s �0 I 10 :TN N:. .. 07 17 s i� 00 07 17 - W 1 / 2,250 s.f. _ w N N N N w 04 10 Z I 8T 2,082 s.f. 2,104 s.f. 88' 2,104 s.f. �2,104 s.fN F28 -0"19 _ W_CHRYSOCOLLA ST. 11 j� --'' ® 16ag' __ ss, - s4' 2,2so s.f. IN T,639 s - - - _ - -- 309' V N N.'.: Y N Y N .N• .. Y ® 16 �C Y 1 1 w 1 w I 1'-0" 8 -0 5'-0",» 0 2,250 s.f. 2,082 s.f. 1 N N (� N N- '' U W 1 5'-0" 8'-0" 14'-0" 14'-0" Q 1 1 1 2 u� 20 2 104 s.fcl 721 20, 8' 2,104 s.f. 2,104 s.f. 20, - �' 2,250 s.f. (� WN 15 :'•:N � '. .. '� m 12 , wo 12'-0" 12'-0"1,410 sf m . m m O 15 00N N •.N VN 2,250 s.f. -- -- 87 2,082 s.f. 2104 s.f -- 88' 2,104 s.f. s 13 ��: ."' 10 T --- :-- 88' -- -- 94' 2,250 S. fn I 94' 2 104 s.f. N , 14 10 2.250 s.f. 87' 2,082 s.f. N N.' N N 1 4 Na 13oo 94, - 2104 s.f. 88 2 104 s.f 2 104 s.f �'to _ _00z 14 �,... ;� ._�� •. 11 13 8 ' - 88' -- - s4 2,2so s.f. 218 v I a �-- SLOPE 2.00% SLOPE 2.00% >_ _ _ N N.'•• 1 1 13 .�: ..: 14 42 w 1 O Q O ® O © O ® O 1 0 la 2,71 - -- 2,511 s.f. N 2,51 s.f. --N N-� 2,s38 s.f. N N 2 5 N 2,709 s.f. rr R 86 D R• H4 D R• 85 j S. 5,821 s.f. 4,600 s.f. 4,600 s.f. 4,600 s-f. 4,600 s.f. 4,600 s.f. 4,600 s.f. 4,600 s.f. 4,600 s.f. LJ.I 88 4,600 s.f. � i 4" - 3/4" MINUSCONCRET O Q I CRUSHED GRAVEL SIDEWALK (TYP.) BLOCK 5 1(n _ 15 _ � W._ _W. HOWLITE ST. 745' _ _ 15 2 1/2" ASPHALT 4" 3/4" MINUS CRUSHED Q-78s s PAVEMENT GRAVEL (COMPACTION REQUIRED) m J 50' 40 40' 40' 40' 40' 40' 40' 40' 40' - - - - - - - - - 767 sf -� c0 66' N __ ___ e STANDARD ROLLED OR 6" VERTICAL N89'12' 5"W 1257.74' -- 42' RIGHT-O F-WAY CURB & GUTTER (TYP.) AS PER -- TYPICAL STREET SECTION PLANS 12" - 6" MINUS PIT RUN NOT TO SCALE DATE: 04-07-2021 PROJECT: 60 0 30 60 120 C2015-022 SHEET SCALE: 1 " = 60' KPP - 21 I I C"� p CD 12" PVC I �II = p In IE(N)=2737.28' /IIII MATCHLINE SEE LOWER LEFT - Q 12" PVC SHEET PP-4 CONCEPTURAL ENGINEERING FOR = � W \� I IE(N)=2737.25' ,-IRRIGATION BOX w/ GATES w I I Z F 8" �/ \ IE(S)=2737.28' TOP=2740.90' I L RCP \ 5"RRCP IE(N)=2738.15' (WEST PIPE) ;,- BRIAR RIDGE SUBDIVISION �, Z IE(E)=2738.46' I \ 15"RCP IE(N)=2738.05' (EAST PIPE) I Q� \IE(W)=2738 94' /\ \ 12" PVC 18"PVC IE(SE)=2733.60' III I I ■_ a ` \ IE(W)=2737.18' Z III I I /j ` I LLI mrn I I I / I Z -- -- \ Uj 15"RCP 15"RCP \ Q o o f / F9 w 7 1 \ - INV=2737.41' \ w� I ~I W w o Z_ I BARN \� \ ', INv-2738.10' - Q ----------_.�---- N Z I I c�i I / I ■si. � � \ v 2'3s \ NEW PRESSURE \ I I I / I Y il \ --- ---------- \�� SSMH \ \ z I I I I Z o m - �_--- ---�- - _ 1\ IRRIGATION PUMP - 1 I / W EGR - - - - _ - -\'Ec� 'R _ SSMHr - __ - - SSMH A3 -- vas - - \� - - - SSMH Al STATION 0 `_ j I/ I m o EGR w EGR W w w _ 1__ W _ - ZLu W W W w 2 ' W W W WNC)RWW I A Curve Table Curve Table Curve Table V m 3, c-cA w w - ---- -w` - w w w w mow_ w w w - i 2737- - - - -i--�-n�� � \i=��`�=s= _��-,� s=2736= \i - -j� _�� _ Curve # Radius Length Curve # Radius Length Curve # Radius Length / - -2737, - _ M - A - - - - - - I _ _ C1 50.00 77.91 C21 73.50 80.37 C41 26.50 11.56 -----------a / C2 50.00 77.82 C22 76.50 3.08 C42 276.50 54.00 SSN FNG SSMH OFFSITE-6 / I C3 300.00 56.62 C23 323.50 24.96 C43 125.00 14.98 Q� ii/v III A C4 100.00 22.96 C24 276.50 2.24 C44 29.00 20.55 N q q PI PI PI� I PI PI PI PI PI PI PI \ IIII C5 300.00 56.33 C25 276.50 12.30 C45 29.00 24.59 �� U HbuSE ' II \\ BLOCK - _ _ BLOCK 9 A P C6 100.00 22.96 C26 123.50 10.65 C46 76.50 14.87 TF OF v C7 100.00 19.44 C27 123.50 22.77 C47 323.50 8.32 "y q, BPN� SHED l 3 O �® O / \O ® O 1 Q - 2 11 _ 13 N C8 300.00 58.59 C28 123.50 50.14 C48 323.50 29.24 ' II » z �27 O a \O O O O5 \ CHECKED BY: L 1__ \ Nf f 3s_ _ \ \ « \ \ \ - IIII / C9 300.00 58.31 C29 123.50 45.87 C49 323.50 24.03 DAVID A. BAILEY P.E. SHED I _ram III V 1<3 - v N v IIIII / \ \ 27 ® III I C10 100.00 20.97 C30 123.50 41.78 C50 323.50 1.60 DRAWN BY: xl VIII « y a I SSMH B1 v SSMH Di / I C11 100.00 57.97 C31 76.50 45.17 C51 276.50 53.74 DAB v IIIo I _ w I C12 100.00 59.04 C32 123.50 27.41 C52 123.50 24.00 - -- \ SSMH D2/P °IIII A \ GARAGE I \ \ N3 W W w w w w w- w w w W w w w w w w w w w w-mow w w w_ _ W JARVIS ST.\ \ a C13 100.00 98.04 C33 123.50 10.75 C53 276.50 7.56 \ I I 4 - - - - _ _ - _ - _ - - - - - - - -� - - - W_JARMS ST. 2 40� -_ °- -- - ' \sue-• s s s s C14 55.00 14.37 C34 75.00 15.73 C54 276.50 3.10 BERM W/ CONCRETE - °oe- obvo I \ w a WALL - SEE \ !-- ------ - / III SSM AI L _ 1 i A X SSlvlk{ C2 \ - w 1 1 \ 9 LANDSCAPE C15 55.00 42.12 C35 323.50 17.83 C55 123.50 28.35 / p ���U \ \ \ SSMH C1 \ \ ` I j I�I // C16 55.00 30.38 C36 323.50 45.05 C56 76.50 17.56 ° 17 s 3 I I / C17 55.00 30.38 C37 76.50 58.16 C57 323.50 1.49 a o / x III m z�4 - 2 $SMH D3 III C18 55.00 39.80 C38 76.50 56.31 C58 323.50 26.67 /T C19 55.00 8.34 C39 76.50 4.87 I III C20 73.50 34.03 C40 26.50 29.73 \\ , 2742 7------ x - \ PI PI PI PI PI PI % % PI q % q � s 1 2 LINE TABLE � 2j438, � � , I II O \ rJ 12 I IRRIGATION BOX - -' -- 1 I \ _ $ I d w ___ o / I LINE BEARING LENGTH rzzzzzzzzj3 \ TOP 274214' IN � - � _ a II o1 I�w � - - 24"RCP IE(W)-2734.49' L1 N89'21'32°W 33.00 t J -2j J v I 18"PVC IE(NW)=2735.29' / » 3 13 9 Im v V III L2 N89'12'25"W 65.01 / / I I HELIOTROPE ST. W W � � � 744 1 42 �� i 6 • \ / / SSMH 1 IN RA 3 13� � � a 1 IJ I / L3 N89'21'32"W 32.01 74 - - �\ '�- -- SSMH A7 R / I L4 NO'34'27"E 20.00 I P L5 SO'37'38"W 20.00 I I I xn III O 2jg 274 3 I � III I " 11111 I � _ 14 v r - - 274_ 2j4 I \ o PI I PI PI -q A O 3 I x i PI T PI % $ \ / ------ \ -- L 4 � -2741 ° I v - BLOC - 6 _ - IIII SSMH A8 - - - - - - K - - - - - \ » ,c a �r ° - 15 I RRIGATION BOX O _ _ _ _ _ I ° 3 U _ d _ _ x v � v � TOP=2741.88' -v47 _ �2 j � � - _- / \ \ m 2742 24"RCP IE(E)=2734.78' I I I� IIII I SMH As I x 111 ® I \ SSMH 12 - - - SSMH I- �� a ' SSMH B2 \ 27 ` - IIIIIII w w w = 74 11 11 I SS#I-r D5 / - - - W w w w \ 2744 s 00000 - - - � � _ _ W_AVENTURINE ST. W x IIII o SSMH Al 0 -- -�� s s s �s ma's - - W W _ _ w w w w74,S x III / � v - W AVENTURINE ST._ a 1 / s IIIIII I / Z 0 SSMH IA11 I 1 I / ' % % % q q -I 3 q PI PI PI I PI a 72 SHED1 �� \ x 1 «I a l 1 O O O I © O ® - I � II l I - L C 14 � Illllyl Iml I L I 1 ' I I ' I OO 3 4 6 7 8 9 ` 2 2 Illlfll Iw / I w Im I I O OOOp I 3 ® O5 7 9 10 11 12 13 14 IIII I A o -x- I 1 OO O ° I ICI / -- -�---- - « V BL K V v _ _ - 1rJ I o IIIIII I I / / \ I PI PI 1 I l I _" ° I II W Q III O I} I PI PI pl I \ •, u74g_ -I: III IIIIII I // /n Q .. ° V J ( \ ALLEY \ : .: : . , .. > A I a I : .� I - -I « 3 \ .. ' a w \ j. �• I•: j L..'•. i h �.I I =' !'..I o I IIII I / LLJ � z \ W ` w w w w w 3 w w Wp. w Lu o IIIIIII w / N / III Q \ BL I K \ SSMH1 ALLF�Y SSMH 64 I -� ►LL w 2749- w .. w. : w III III 1 I / - - --I i ` i _:-� i iSSIv�H .2 F IIII \ SHED // Ip « zi:. :., k'. .::I � s � , : ; CK � r•: : I: . ; � r=•. ..,I , :I • : :I w II II I x II 1 0 O/v0 0 0 009 I � _ -� I IIIIIII I U II III I /I I I I 1 � 9 � V A 2j � 1 I 1 IIIIIII Ida / m 11 15 _ IIII / Z I I BARN �I \ « �� A � 49 • - - - - -- - II 2 3 4 5 6 7 � - �� 9 10 � (IIIIIIII I / - \ x \ \ �� O O O O O O 11 1 13 14 II II RRIGATION Box � - 0000 I 10 I R \ � - IIIIIIII I O / 3 C I _ - IIIIII VI- - _ .I �-\�-------------x \�/`fin^K_CRYSTAL S 1. \ w '" \T-W ' w\ PI pi- q % % 27so «p, 3 q PI q q PI PI PI ll1 I I i w Al1\� _ _ IIIII LEGEND � �� i��� - ��� w w - w w w f w - w w - w w w w w w w w _ 3 SSMH 66 _ _ W ROCK CRYSTAL ST. ��'so _ _ _ _ - J" 1 II111111 ° ° \ \ f SSMH 65 SSMH G� i ' SSMH G2 � Jill I z72F; EXISTING CONTOUR 3-------------- SSMH- - \ 3 _ - - - II II I 1 \ \ SSMH L. I 1 w 274 « « \ 3 I IIIII I - - - - - - - - - - BUILDING ENVELOPE (SETBACK LINE) \ 1 SSMH Al2 I -- - - -- - - - - - W. 1 IIIIIIII I I e r- \ X \ \ \ J -- III IIIII I RIGHT-OF-WAY LINE r I�-- -------------x - - 7 13 3 _ 1 s s 1 3 _, a s :'` LOT LINE I� I 2 C2) _r - « _ O � 2 I Ilillil II I I IRR IRR GRAVITY IRRIGATION LINE 3 O O\ 3 2 274g 14 �o �, IIIIII zl 13 O - O - 2 14 I IIIII I i \ x 3 - O _ s O -_ J J I III III SEWER LINE -----\------- 1 - w w n \ \ / I BLOCK 8 �, 15 Illllllh I I WATER LINE L.L �90 V -- -. V ® IIIII PI PRESSURE IRRIGATION LINE _ \ I I I. W 1 / x « API PI PI PI PI pl 8 3 O CI ; <- 4 2jA s16 m m 4 s m - I BERM W/ CONCRETE STORM DRAIN LINE 0 I I -- } 0 3 16 m I \ L I I 'lal O O -_` _ _ O II 1 WALL - SEE --I------/----- -I \ d J\ 1 I I \ \ I \ 6 JLANDSCAPE - - - ROAD CENTERLINE J 11 I x// 11 ROLLED CURB/GUTTER AND SIDEWALK O w 2742 \ I - 7 -� IIIIII �- L------- - a 1 ° � - ' .. • . I � 2 I I 1 I I I wQ I /a.� 1 I »� . �• ��: III � LOT NUMBER --- ---- �- 3,57o s.r. LOT AREA I / 16 / ° w 3 - - - - - - - - - -- IIIlI11il 1 \ BLOCK 7 BLOCK NUMBER/ I I SSMH��304 // 1 � -•. � ��� • « - I I I W � FLOW ARROW 3 18 6 18 g I1 I ------J--- ---- 1 � w ':. '• �'� -. � W. ASHTON DR. STREET NAME t W IIIII - / / SSMIl M1 I wow w - w \ O ' __ A O O " --' ` -- ^ O 19 : « 3 1 Q Z3 I I \d HANDICAP RAMP L -� -- -- II II a - CHRYSOCO_LLA ST. W�� w _ w_ 9 1 1 Y s s - -- -- -- III III I I HYDRANT - 3 - cYi ® $ 4� 0 YY Ck \ IJ I I I wl T _ _ V C� 11 - W I STREET LIGHT - i � i/ -��� j o 0 0 _ - \ � m :;�•. _ m J � 27 21 m » 3 x O 0 21 1 2739- SSMH _ I REFUSE PILE � v�� / � 13 10 � - - - _- - IIIIIII I I� - _ r x vv / - 13 v I IIIIII I I I SURVEY LEGEND 11 s r - 11 a d © 14 IIIIIII �..T .: I 2 O9 10 11 w _ _ O I I FOUND BRASS CAP MONUMENT i I 3 -= FOUND ALUMINUM CAP MONUMENT w » I 3 � � - BLOCK \ vi w ��w w W W w wW. HOWLITE ST - - w w W w w w - - \ I o FOUND 1 2" IRON PIN I \ _ _ _ SSMH B7 �- w w w I / ® LL � \ 1 o - - - - - - \- - - _ =2743-- - - - - - - '�- _SSMH G3 I I I PI % q % v v SSMH Al SSM H 1 - - - - -� - -� PI PI PI \ _ -- -- -- --- A- --- - -7EP '1 -- -- wee e-2742 �� \ O \ \ \ IIIII III la CALC. POINT o - IIII w -- - - - - 11 - ................ FOUND 5/8 IRON PIN _ _ � I EGR - �R- - - � EGR GR � � I - - _ 7 �a 7 \ --- I - - - �E ) 1 Lr - - �� _ -= c2 36Qi°� � � \ � � - � - - - - - - - - \ \ -- -- BOUNDARY LINE ECR�2736� fcR� © \ _ PROPERTY --f•6/.t _- - EGR _ - -EG>� ==0- = -�=Ems_ \ �c r - - , -- R �. w 1 -- -- -- -- SECTION LINE DATE:- 2 _EGR \\ \\ \ \ I I \ c 04 07 20 1 EG1Z--- 273 - �G _- __� - \ \ \ - - - ^ \ d3 I I _...-...-...-...-...-...-..._ PROJECT: __-_=_==_ - _� y \ _ \ 2740 I X I \ I BOTTOM OF DITCH 12" CMP 735= =273 _ _ _ _� � �\�� R \\ Boll - - f \_ - - - - - \--- \ - _ 1 I I.E.(N)274o.39 60 0 30 60 120 2735- _ = ����� \ \ \ - - \ _ \ - � �I \ I I.E.(S)2740.03 SHEET oe/ ---_-2-7 67 \ r _EGR - - - \ I I I \\ \ \ I R:pp . .2735 SCALE. 1 60'EGR -2739� ----- ARNEGR B Q O U Q w � co c� C_ v N C ♦/R� T CONCEPTURAL ENGINEERING FORr. °' Z BRIAR RIDGE SUBDIVISION • 0 ,o,,o - ------------- _ z I 3 , __—___—___-- F9 W ------------------------------------ LLJ Z Lu � Z o W. AMITY ST. c� MATCHLINE SEE LOWER RIGHT - - _ - - _ - _ _ _ - _ - LEGEND z om- - - - - - EXISTING CONTOUR z w N (n 3 — — — — — — BUILDING ENVELOPE (SETBACK LINE) m RIGHT-OF-WAY LINE I CONNECTION TO LOT LINE 30" CMP 3 I EXISTING WATER I INV=2724.61' — RR RR GRAVITY IRRIGATION LINE S� \S FN LINE EXPECTED 3 S LOCATION, NOT sT _ SURVEY VERIFIED SEWER LINE Q�O� ��G� FR�co�F�� I `" `" WATER LINE ��� I IZ�JI� Id 12 Il2SS 2Ss 12SS 12SS 12SS 12SS 3 I p PI PRESSURE IRRIGATION LINE 3 W— STORM DRAIN LINE OF SSMH OFFSITE-1 // s 3 - - - ROAD CENTERLINE p A gp� SEWER MANHOLE) I ROLLED CURB/GUTTER AND SIDEWALK RIM=2726.57' w 3 � LOT NUMBERCHECKED BY: 12" INV(E,W)=2711.04' 3 DAVID A. BAILEY P.E. 3,570 s.f. LOT AREA DRAWN BY: SSMH OFFSITE-2 w DAB 3 BLOCK 7 BLOCK NUMBER SSMH OFFSITE-3 I 3 I FLOW ARROW I I W. ASHTON DR. STREET NAME • 3 \\L::v HANDICAP RAMP S1236141820 3 HYDRANT 5385 S. MERIDIAN RD, w 3 i I STREET LIGHT I � 3 w 3 SURVEY LEGEND I a 4940SS.3MERIDIAON RD. Q5 FOUND BRASS CAP MONUMENT w 3 FOUND ALUMINUM CAP MONUMENT 3 O FOUND 1/2" IRON PIN w 3 I I 0 CALC. POINT I 3 I O FOUND 5/8" IRON PIN 3 -- -- PROPERTY BOUNDARY LINE 3 ---- -- -- SECTION LINE I BOTTOM OF DITCH 3 w 3 I SSMH OFFSITE-4 I I 3 I 3 w 3 I I » 3 I I 12'-0" S1 2361 41 900 5385 S. MERIDIAN RD. 3 1/2" R. 6" 6" 1 3 " I v R. CONCRETE co I I v Q v O. 3 3 1/2' ASPHALT PAVEMENT i 6"- 3/4 MINUS 3 � I » I I S1131233810 3 2 5570 S. MERIDIAN RD. 12"— s" PIT RUN 3 Lu » I 3 IF— FULL BOND MATH REZI—WELD Q 1000 EPDXY IN ACCORDANCE Z I WITH THE MANUFACTURER'S O SPECIFICATIONS. F 3 0 QUARTZ CREEK ST. » (D 3 6" EXTRUDED CURB DETAIL N -NTS- w » I I 0 I 3 I Li N a 2 > 5 Lu w a w < Z , 3 I Z Q z PROPERTY 3 0 BOUNDARY ROW U 42'-0" Z o z 3 I Lv SSMH OFFSITE-5 I m LLJ I 3 I ww� w� 15'-0" 27'-0" < 18'-0" V) " I 3 3 -0 12'-0" 16'-0" 2 -0 1.75% 2'-0" w� n 3 Q I GRAVEL = 0.25% S1 2361 41 820 S1 1 31 223400 SHOULD ER 2% 2% 3 4990 S. MERIDIAN RD. ���������������� 5385 S. MERIDIAN RD. — OF'yi 3 � 4" OF -3/4" BASE Ld I GRADE TO EXISTING 3 S1131223350 3 1/2" ASPHALT PAVEMENT 7' WIDE 5" THICK CONCRETE e w I S. MERIDIAN RD. SIDEWALK (ACHD SD 709) 6" -3/4" AGGREGATE BASE SIDEWALK TO BE A MIN. TBC r 12" -6" PIT RUN ELEVATION OR MAX 6" ABOVE v 3 ui 6" OF 3/4" CENTERLINE w 3 MINUS SHOULDER EXTEND 3/4" MINUS 6" EXTRUDED CURB - AND PITR N 6" PAST Z SEE DETAIL THIS SHEET. 3 I � EXTEND 3/4" MINUS CURB. (TYP.) AND PITRUN 6" PAST W I CURB. (TYP.) STANDARD VERTICAL CURB & w GUTTER (TYP) AS PER ACHD 3 SD-701 w S1131233810 3 QUARTZ CREEK ST. TYPICAL SECTION I ' I 5570 S. MERIDIAN RD. J �+ W 3 �Wf EXTRUDED CURB l l l i 3 NOT TO SCALE r II < V z VI I I i I W wrn _ Qo MATCHLINE SEE SHEET PP-3 ow" NOTE: STANDARD VERTICAL CURB PER ACHD SD-701 SHALL BE N z S1 2361 1 0060 S1 131223510 USED WHERE LONGITUDINAL SLOPE EXCEEDS 3.0% OR GREATER J� I / I 4975 S. MERIDIAN RD. 3 I 5150 S. MERIDIAN RD. FOR A DISTANCE OF 100 FT OR GREATER, PER ACHD 7207.5.5. NEW PRESSURE w N / , I CURB CUT DRIVEWAYS WILL BE UTILIZED IN THESE AREAS. /IRRIGATION PUMP 3.? I/ P/L STATION —"2 7 3L�, w w `/ w w w w w l - - —FGR 8'-0" 8'-0" �/ O SLOPE 2.00% SLOPE 2.00% J 10 / _ — SSMH OFFSITE-6 3 I T 2 1/2" ASPHALT 0 ICI EXTEND GRAVEL AND PIT P' P' I I I I MATCHLINE SEE UPPER LEFT RUN 6" PAST CURB. (TYP.) PAVEMENT � i AL4" - 3/4" MINUS CRUSHED GRAVEL 0 STANDARD ROLLED CURB & GUTTER (TYP.) AS PER 12" - 6" MINUS PIT RUN ACHD SD-702 DATE: 20' RIGHT—OF—WAY 04-07-2021 TYPICAL ALLEY SECTION 60 0 30 60 120 C20015-022 NOT TO SCALE SHEET SCALE: 1 " = 60' pp _ _M O � SEWER LINE A PROFILE _ oMC (D� � o N � T W ■� Z F co Q SSMH Al SSMH Al5 Z ST :20+06. 2 S :29+71.03 g 2760 745.8 IM:273 .40 2760 = a (n N INV IN:272 .27 S z INV OU •2727.7 N _ cn 3: Lo rn N INV OUT:27 3.17 N N 3 = Z 0000 0000 � `n N °° N C i 'N SS H Al 1 N r W DC w W O N N � � Lo C1! Lf� (6r N ST :20+37. 5 m co� 'N z r o �+ W a r Lrirr .. Q + �c`!� + �N rRIM:2745.75SON N w � �N W w rn o Q �`•� `•� rzo a' NZ O INV IN:272 .50 S + �cry aNr Z o O r N •N = rZ Z = N_O Q N rZ 'O lI7 �� MrN Y 2750 W �w 3 N � coN � cn •• ZZZ c`nc~no'ZZ cn �? ? � �> > 1� � NNN rr,�zo 2750 W $ C* Z W 00 O LnN N Q + : „� (n FX__ N �Z Z � M 'rr .. m � �r 00� n 00 Q + M ..~ L0r O - Q + NNH N �>> zw co �Lo m r� OOr � �pp 17r O � , N --- - - - -- - -(cnn cHowN••�_N ZZZC) _ in ZE�Z�Z Q����QS��Gp\NSATLF VFQ�NO 10 uSN m� _ ZZ0) coIt O Lo co Ocpr n0_ Z ^ + nn (n (n 0 Wm � C1 M + r N >N Lir- r rZ = (,1- = 4. ^Z = 2740 =:fo cnE_ 2740 1�k; N H � >> � G/ m>> m ZZ ZZ n - z n n 0 -_- -- ` NUM 2730 2730 °��F OF D A. B " 126 LF 8" CHECKED BY: 273 L 8" PVC 00 42% DAVID A. BAILEY P.E. 213 DRAWN BY: F 8" PVC .42% 2720 ........ " 12 LF 8" 75 LF•8" PVC 0 .42%4==�� DAB 1 7 LF 4 � C ®0.42% PVC 27 LF 8" 2720 213 F 8" 21 LF 8" C 00. 13 LF 8" PVC ®0.42 50 LF 8" PVC .42% PVC 0.42% PVC G0.42X 59 LF 8" PV ®0.42 ° C ®0. 2% 2710 2710 2705 2705 1 +502+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +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 28+00 29+00 30+00 SEWER LINE B PROFILE SEWER LINE C PROFILE 2770 2770 2770 2770 Z (nW3N Z N� cp co cc000 Lq 3 wco cn 2760 Z NO Doo 0 oN �00 * N _ • 2760 2760 2760 N M r- m . �NNNH Lo NNr OWN m N N H + r 14 �O O �Z Z ZO m + N NH O Q,r .. z c000; IN C14 �0� _ � ZO N- - - ZZ= ID + N NmIm 00cpr .. NH >> N �ZZZZ � N- M W 2 + NN ZZ NN ZZZ NRZ yN W O __ __ rr 3 14- O 2750 Z >_>_ - - - - -_ _ _ r 2750 2750 Z 2750 --- - �O �O N r W �r /�� - = NO � � �r �Qj00 N w 00 r _ _ 00 00 00 r r� N r r� Iq N� �r 3 (nr N _ N ..�K � N� � �r U � M O NH _ � co 00 in m6r7N NH �� mO �NNN? 2 N-O NH Z N � N 2 � NZ ZD ���/ __ 2 � NZZZO N fnfn Q + ^NNH N � �> >> �i Q » » m ZZZ 2740 Z Z Z Z Z - 2740 2740 `� ~ -Z Z Z Z ___ - - -- - - 2740 Nam»> (nNRZZZ -- 2730 2730 2730 2730 Z 0 U W 29 LF 8" 2720 8 c ®0.65% 2720 2720 W 136 LF 8" 68 LF 8" ®0.42 PV ®0.42 ° 2 7 2 0 N Li " 381 L 8" pVC 0.42% PVC 00.42 PVC 285 LF 8" 197 8 PVC ®0.42% 285 F 8" VC 00. 5% o: z PVC ® .42% PVC 80 0 40 80 160 Z SCALE IN FEET Lj U 2710 2710 2710 2710 1" = 80$ 1 +502+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 1 +502+00 3+00 4+00 5+00 6+00 7+00 8+008+50 j 0 LL rrnn UI SEWER LINE D PROFILE SEWER LINE E PROFILE SEWER NE G PROFILE 0 SEWER LINE F PROFILE 0� > 2770 2770 2770 2770 2770 2770 2770 2770 0 - Z W (n W A N cn W 3 N w Z SSMH Gi gcqN0 NNN� 3W0cc STA:2+ 3.73 � 2760 2760 2760 oN 2760 2760 co co oN ell N 2760 2760 `° `°N RIM:27 s.71 2760 14-r- c`! SS H E1 � r �rrrc`! ao�r M� � INV IN: 721.63 E MMN m0 NNNH N � rNNr 1� r . Z + � o STA:5+ 4.46 m � �NNN? ��o .. � N rrc`! INV IN: 721.63 S o0 o SSMH D2 = � NZzz0 + rzzz w�1n� m + °'NNE `nN o S A•4+69 13 •• .. RIM:27 9.80 = Q, N_ _ _o +r o o INV OU :2721 .5 W + r z Q �Q .. = NO � rZZ ILON- 0) IM:2735 84 SSMHD5 N N FEz z Zz z zz �> � !> It ON W J cncn�- -- (n<- < > z INV IN: 719.14 �SE CA N � -zzz Nw- °' Itr I OUT:2719.04 NW STA:8+ 8.69 N N � _ N z 3 RIM:27 3.69 - - -- - -_ _ -- - + �~ V / W 2750 2750 2750 2750 2750 2750 2750 -- __ - ___ - - -- - - - -_ N= 2750 �r STA:4+42.81 (n� _ -- ---- - (Ln � �> N 00 co� RIM:2735.90 oN cn cn �? r o N �r INV IN:2718.93 SE m O MN Nj M ^N = � Nz . z0 �_ N� __ 0 (n H �Z ZZ NZO _ p 2740 - 2740 2740 2740 2740 2740 2740 2740 N N ZZZ i- V W � 2730 2730 2730 2730 2730 2730 2730 2730 0 U Q e J Z - " " 39 LF8 2720 " 2720 2720 L 8 2720 2720 236 LF a PV ®o.s % 2720 0 378 L s PVC •6 2720 2720 V ° 2 9 LF 8 23 LF 8" PVC 00 42% pV 00.6 C 00. 2% r 1 PV ®0.4 % PVC 0.42% �J DATE: 22 LF 8" 04-07-2021 PVC 00.4 % PROJECT: 2710 2710 2710 2710 2710 2710 2710 2710 c2015-022 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1 +50 2+00 3+00 4+00 5+00 6+00 1 +50 2+00 3+00 4+00 5+00 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 SHEET Q O E Q c i SEWER LINE H PROFILE SEWER LINE I PROFILE SEWER LINE J PROFILE SEWER LINE L PROFILE SEWER LINE M PROFILE Z 2770 2770 2770 2770 2770 2770 2770 2770 2770 2770 Z SSMH A C 5 STA:19 52.85 ■= a RIM:27413.32 = tF 3 INV IN: 722.94E � Ljj F9 w W M INV OU :2722.8 NW W W Z M � � N 00 W w Z o 2760 2760 Z 2760 2760 �, 01 �, N 2760 2760 2760 2760 2760 2760 _ � 17 0j^ .. W + n _ z .N � ^ WON 0 NM 4 r- n00 NW Itp Y 00 �O N n (p m 0p W J+� 0000— N 11 00 0) _ NNLfl � > H • � .. z V zv w n > » M ^ m�4 4rV) + Z NN 0 N —Z � I- cDI z� —OZ Z ^ �ZZ= z 00 I- 2750 _ _ 2750 2750 •• _ �, 0 2750 2750 "' --- - - — -- — 2750 2750 N �Z Z "' "' 2750 LO 2750 U' �,� �L' .. 2750 + 2 � O ZZZ � Q -- -- - - � QM»> MT �NN� � � �H _ •• NNE- -- (nH Z NN �zzz � M0I� I�N + I�p �pNAL F V) Z — — LO r-Z Z= Z Z N�) I I��J V KJ_i 2740 2740 2740 2740 2740 2740 2740 2740 2740 — — 2740 �9TF OF A. B P� CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: 2730 2730 2730 2730 2730 2730 2730 2730 2730 2730 DAB ........... 2 LF 8" 264 LF 8 30 LF 8 " "LF 255 LF 8" pV 00.65 o C 00. 5% PVC ®0.42 2720 3 2720 2720 P 2 �. 8 0 2720 2720 0.4 % P c ®0.4 % 2720 2720 2720 2720 2720 2710 2710 2710 2710 2710 L2710 2710 2710 2710 2710 1 +50 2+00 3+00 4+00 5+00 6+00 1 +50 2+00 3+00 4+00 1 +50 2+00 3+00 4+00 5+00 6+00 7+00 8+00 1 +50 2+00 3+00 4+00 5+005+50 1 +50 2+00 3+00 4+00 OFFSITE SEWER PROFILE Parcel Table Parcel Table Parcel Table Parcel Table Parcel Table 2760 2760 Lot Area Description Lot Area Description Lot Area Description Lot Area Description Lot Area Description BLOCK 1 Lot 2 5750 SFD BLOCK 4 Lot 9 4600 SFD BLOCK 9 Lot 4 5500 SFD BLOCK 13 Lot 10 2731 SFA BLOCK 17 Lot 11 2511 SFA SSMH OFFSITE-11 I BLOCK 1 Lot 3 6900 SFD BLOCK 4 Lot 10 4600 SFD BLOCK 9 Lot 5 5395 SFD BLOCK 14 Lot 2 2794 SFA BLOCK 17 Lot 13 2538 SFA STA:2+ 0.00 BLOCK 1 Lot 4 5750 SFD BLOCK 4 Lot 11 4600 SFD BLOCK 9 Lot 6 5132 SFD BLOCK 14 Lot 3 2259 SFA BLOCK 17 Lot 14 2104 SFA RIM:27 5.47 INV IN: 711.00 S BLOCK 1 Lot 5 5750 SFD BLOCK 4 Lot 12 4600 SFD BLOCK 9 Lot 7 7979 SFD BLOCK 14 Lot 4 2250 SFA BLOCK 17 Lot 15 2104 SFA 2750 2750 SSM OFFSITE-2 BLOCK 1 Lot 6 5750 SFD BLOCK 4 Lot 13 4600 SFD BLOCK 9 Lot 8 7873 SFD BLOCK 14 Lot 5 2250 SFA BLOCK 17 Lot 16 2104 SFA STA: +19+19.88 z RIM' 8 ca 3z BLOCK 1 Lot 7 5750 SFD BLOCK 4 Lot 14 4600 SFD BLOCK 9 Lot 9 6085 SFD BLOCK 14 Lot 6 2250 SFA BLOCK 17 Lot 17 2104 SFA INV N:2711.14 E W INV UT:2711.04 N Nz N � �^ BLOCK 2 Lot 3 6649 SFD BLOCK 4 Lot 15 4600 SFD BLOCK 9 Lot 10 6197 SFD BLOCK 14 Lot 7 2719 SFA BLOCK 17 Lot 18 2542 SFA Nz wL Nam? O + N" BLOCK 2 Lot 4 5500 SFD BLOCK 4 Lot 16 4671 SFD BLOCK 9 Lot 11 6250 SFD BLOCK 14 Lot 9 2719 SFA BLOCK 17 Lot 20 2542 SFA 2740 I • ��� _ zp 2740ri BLOCK 2 Lot 5 5500 SFD BLOCK 5 Lot 1 5821 SFD BLOCK 9 Lot 12 6250 SFD BLOCK 14 Lot 10 2250 SFA BLOCK 17 Lot 21 2104 SFA ui �N V) O�N� U_ pnN V)LL n n.N O + NNE in in BLOCK 2 Lot 6 6600 SFD BLOCK 5 Lot 2 4600 SFD BLOCK 9 Lot 13 6250 SFD BLOCK 14 Lot 11 2250 SFA BLOCK 17 Lot 22 2104 SFA L � � .. rz ui +nZZ) N " _» BLOCK 2 Lot 7 5500 SFD BLOCK 5 Lot 3 4600 SFD BLOCK 9 Lot 15 6011 SFD BLOCK 14 Lot 12 2250 SFA BLOCK 17 Lot 23 2539 SFA o O I� C14 2 cD N—O ZZ F = N NZO N �» �— — — -� BLOCK 2 Lot 8 5500 SFD BLOCK 5 Lot 4 4600 SFD BLOCK 9 Lot 16 6250 SFD BLOCK 14 Lot 13 2250 SFA BLOCK 18 Lot 1 2539 SFA fNN �ZZ N 2730 N — 2730 BLOCK 2 Lot 9 6600 SFD BLOCK 5 Lot 5 4600 SFD BLOCK 9 Lot 17 6815 SFD BLOCK 14 Lot 14 2675 SFA BLOCK 18 Lot 2 2104 SFA o U) U) wZz BLOCK 2 Lot 10 5500 SFD BLOCK 5 Lot 6 4600 SFD BLOCK 10 Lot 2 4060 SFD BLOCK 15 Lot 2 2707 SFA BLOCK 18 Lot 3 2104 SFA o w a BLOCK 2 Lot 11 6600 SFD BLOCK 5 Lot 7 4600 SFD BLOCK 10 Lot 3 3990 SFD BLOCK 15 Lot 3 2257 SFA BLOCK 18 Lot 4 2542 SFA N II BLOCK 2 Lot 12 5500 SFD BLOCK 5 Lot 8 4600 SFD BLOCK 10 Lot 4 3990 SFD BLOCK 15 Lot 4 2257 SFA BLOCK 18 Lot 6 2542 SFA > z 2720 2720 BLOCK 3 Lot 2 5750 SFD BLOCK 5 Lot 9 4600 SFD BLOCK 10 Lot 5 3990 SFD BLOCK 15 Lot 5 2257 SFA BLOCK 18 Lot 7 2104 SFA BLOCK 3 Lot 3 6900 SFD BLOCK 5 Lot 10 4600 SFD BLOCK 10 Lot 6 3990 SFD BLOCK 15 Lot 6 2257 SFA BLOCK 18 Lot 8 2104 SFA BLOCK 3 Lot 4 5750 SFD BLOCK 6 Lot 2 3674 SFD BLOCK 10 Lot 8 3990 SFD BLOCK 15 Lot 7 2728 SFA BLOCK 18 Lot 9 2104 SFA II 382 LF 12" J I 0 393 F 12" BLOCK 3 Lot 5 5750 SFD BLOCK 6 Lot 3 3572 SFD BLOCK 10 Lot 9 3990 SFD BLOCK 15 Lot 9 2728 SFA BLOCK 18 Lot 10 2104 SFA Z 371 LF 12" PVC ® .24% 2710 4% 2710 BLOCK 3 Lot 6 6803 SFD BLOCK 6 Lot 4 3570 SFD BLOCK 10 Lot 10 4097 SFD BLOCK 15 Lot 10 2257 SFA BLOCK 18 Lot 11 2538 SFA PVC ®0.24% 52 L 12" PVC ®0.2 PVC 00.24% BLOCK 3 Lot 7 6900 SFD BLOCK 6 Lot 5 3570 SFD BLOCK 10 Lot 12 3992 SFD BLOCK 15 Lot 11 2257 SFA BLOCK 18 Lot 13 2540 SFA u BLOCK 3 Lot 8 5750 SFD BLOCK 6 Lot 6 3570 SFD BLOCK 11 Lot 2 4048 SFD BLOCK 15 Lot 12 2257 SFA BLOCK 18 Lot 14 2104 SFA 0 BLOCK 3 Lot 9 6900 SFD BLOCK 6 Lot 7 3570 SFD BLOCK 11 Lot 3 3990 SFD BLOCK 15 Lot 13 2257 SFA BLOCK 18 Lot 15 2104 SFA 2700 2700 BLOCK 3 Lot 10 5750 SFD BLOCK 6 Lot 8 3570 SFD BLOCK 11 Lot 4 3990 SFD BLOCK 15 Lot 14 2728 SFA BLOCK 18 Lot 16 2104 SFA z 1 +502+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 BLOCK 3 Lot 11 5750 SFD BLOCK 7 Lot 2 3570 SFD BLOCK 11 Lot 5 3990 SFD BLOCK 16 Lot 2 2717 SFA BLOCK 18 Lot 17 2104 SFA BLOCK 3 Lot 13 5750 SFD BLOCK 7 Lot 3 3570 SFD BLOCK 11 Lot 6 3990 SFD BLOCK 16 Lot 3 2250 SFA BLOCK 18 Lot 18 2542 SFA BLOCK 3 Lot 14 5750 SFD BLOCK 7 Lot 4 3570 SFD BLOCK 11 Lot 8 3990 SFD BLOCK 16 Lot 4 2250 SFA BLOCK 18 Lot 20 2542 SFA L.L BLOCK 3 Lot 15 5356 SFD BLOCK 7 Lot 5 3570 SFD BLOCK 11 Lot 9 3990 SFD BLOCK 16 Lot 5 2250 SFA BLOCK 18 Lot 21 2104 SFA W n BLOCK 3 Lot 16 5803 SFD BLOCK 7 Lot 6 3570 SFD BLOCK 11 Lot 10 3990 SFD BLOCK 16 Lot 6 2250 SFA BLOCK 18 Lot 22 2104 SFA 0 BLOCK 3 Lot 17 5750 SFD BLOCK 7 Lot 7 3570 SFD BLOCK 11 Lot 11 3990 SFD BLOCK 16 Lot 7 2719 SFA BLOCK 18 Lot 23 2537 SFA V BLOCK 3 Lot 18 5750 SFD BLOCK 7 Lot 8 3580 SFD BLOCK 12 Lot 1 2596 SFA BLOCK 16 Lot 9 2719 SFA BLOCK 19 Lot 2 2718 SFA W BLOCK 3 Lot 19 5750 SFD BLOCK 8 Lot 2 4140 SFD BLOCK 12 Lot 2 2152 SFA BLOCK 16 Lot 10 2250 SFA BLOCK 19 Lot 3 2250 SFA �J W BLOCK 3 Lot 20 5750 SFD BLOCK 8 Lot 3 4140 SFD BLOCK 12 Lot 3 2152 SFA BLOCK 16 Lot 11 2250 SFA BLOCK 19 Lot 4 2250 SFA r �• BLOCK 3 Lot 21 5750 SFD BLOCK 8 Lot 4 4140 SFD BLOCK 12 Lot 4 2600 SFA BLOCK 16 Lot 12 2250 SFA BLOCK 19 Lot 5 2250 SFA V J W BLOCK 3 Lot 22 5797 SFD BLOCK 8 Lot 5 4140 SFD BLOCK 12 Lot 6 2600 SFA BLOCK 16 Lot 13 2250 SFA BLOCK 19 Lot 6 2250 SFA 0 BLOCK 3 Lot 23 5750 SFD BLOCK 8 Lot 6 4140 SFD BLOCK 12 Lot 7 2152 SFA BLOCK 16 Lot 14 2710 SFA BLOCK 19 Lot 7 2719 SFA BLOCK 3 Lot 24 5821 SFD BLOCK 8 Lot 7 4140 SFD BLOCK 12 Lot 8 2152 SFA BLOCK 17 Lot 1 2511 SFA BLOCK 19 Lot 9 2719 SFA n/ BLOCK 3 Lot 25 5750 SFD BLOCK 8 Lot 9 4140 SFD BLOCK 12 Lot 9 2599 SFA BLOCK 17 Lot 2 2082 SFA BLOCK 19 Lot 10 2250 SFA \ BLOCK 4 Lot 2 6604 SFD BLOCK 8 Lot 10 4140 SFD BLOCK 13 Lot 2 2744 SFA BLOCK 17 Lot 3 2082 SFA BLOCK 19 Lot 11 2250 SFA r BLOCK 4 Lot 3 6535 SFD BLOCK 8 Lot 11 4140 SFD BLOCK 13 Lot 3 2272 SFA BLOCK 17 Lot 4 2516 SFA BLOCK 19 Lot 12 2250 SFA �•/ W � BLOCK 4 Lot 4 7892 SFD BLOCK 8 Lot 12 4140 SFD BLOCK 13 Lot 4 2271 SFA BLOCK 17 Lot 6 2516 SFA BLOCK 19 Lot 13 2250 SFA BLOCK 4 Lot 5 7412 SFD BLOCK 8 Lot 13 4140 SFD BLOCK 13 Lot 5 2743 SFA BLOCK 17 Lot 7 2082 SFA BLOCK 19 Lot 14 1 2709 SFA �-/ m J BLOCK 4 Lot 6 6456 SFD BLOCK 8 Lot 14 4140 SFD BLOCK 13 Lot 7 2742 SFA BLOCK 17 Lot 8 2082 SFA Z BLOCK 4 Lot 7 4600 SFD BLOCK 9 Lot 2 5577 SFD BLOCK 13 Lot 8 2269 SFA BLOCK 17 Lot 9 2082 SFA BLOCK 4 Lot 8 4600 SFD BLOCK 9 Lot 3 5500 SFD BLOCK 13 Lot 9 2268 SFA BLOCK 17 Lot 10 2082 SFA O U 80 0 40 80 160 DATE: 04-07-2021 PROJECT: SCALE IN FEET C2015-022 1" = 80' SHEET