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CC - Revised PlatD E V E L O P M E N T F E A T U R E S A C R E A G E T O T A L P A R C E L - 8 . 7 9 A C R E S T O T A L L O T S - 4 6 T O T A L D W E L L I N G U N I T S - 4 1 B U I L D A B L E L O T S - S F R E S I D E N T I A L - 4 1 C O M M O N L O T S - 6 D E N S I T Y D U / A C R E - 4 . 6 6 C O M M O N A R E A - 1 . 5 5 A C R E S - 1 7 . 7 % U S E A B L E O P E N S P A C E : 1 . 0 1 A C R E S - 1 1 . 5 % Z O N I N G E X I S T I N G - R U T P R O P O S E D - R - 8 S E W A G E D I S P O S A L M E R I D I A N C I T Y S E W E R W A T E R S U P P L Y M E R I D I A N C I T Y W A T E R C I T Y M E R I D I A N C I T Y S C H O O L D I S T R I C T W E S T A D A F I R E D I S T R I C T M E R I D I A N I R R I G A T I O N D I S T R I C T S E T T L E R S I R R I G A T I O N D I S T R I C T O W N E R S K E N T A N D N A N C Y B L E A K T R U S T 4 9 2 0 W C H E R R Y L N M E R I D I A N , I D 8 3 6 4 2 S A N D Y L O U L A W 4 8 8 8 W C H E R R Y L N M E R I D I A N , I D 8 3 6 4 2 D E V E L O P E R T R I L O G Y D E V E L O P M E N T , I N C . 9 8 3 9 W C A B L E C A R S T B O I S E , I D 8 3 7 0 9 E N G I N E E R D A V I D A . B A I L E Y , P . E . B A I L E Y E N G I N E E R I N G , I N C . 4 2 4 2 N . B R O O K S I D E L A N E B O I S E , I D 8 3 6 4 2 P L A N N E R / C O N T A C T S H A W N B R O W N L E E T R I L O G Y D E V E L O P M E N T , I N C . 9 8 3 9 W C A B L E C A R S T B O I S E , I D 8 3 7 0 9 L Y E I A B A . D I V A D PRO F E S S I O E N G I N E E R N A L R E G I S T E R E D S T A T E O F I D A HO 8 2 7 2 N O T F O R C O N S T R U C T I O N TEL 208-938-0013 www.baileyengineers.com 4242 N. BROOKSIDE LANE BOISE, ID 83714 CIVIL ENGINEERING|PLANNING|CADD ailey Engineering, Inc. B l o c k 1 L o t 8 I r r i g a t i o n P o n d - 6 9 9 7 s f * 0 % = 0 s f B l o c k 1 L o t 1 5 B u f f e r - 2 5 5 0 s f * 5 0 % = 1 2 7 5 s f B l o c k 2 L o t 5 E m e r g e n c y A c c e s s / P a t h w a y 3 6 0 9 s f * 1 0 0 % = 3 6 0 9 s f B l o c k 2 L o t 2 0 B u f f e r - 2 1 7 1 9 s f * 5 0 % = 1 0 8 6 0 s f B l o c k 2 L o t 2 1 B u f f e r - 2 7 9 3 s f * 5 0 % = 1 3 9 7 s f B l o c k 3 L o t 6 P a r k / O p e n - 2 8 7 3 6 s f * 1 0 0 % = 2 8 7 3 6 s f T o t a l Q u a l i f i e d O p e n S p a c e = 4 5 8 2 7 s f = 1 . 0 5 a c r e s R e q u i r e d O p e n S p a c e = 1 0 % * 8 . 7 9 = . 8 8 a c r e s Q u a l i f i e d O p e n S p a c e = 1 1 . 9 5 % IRRIGATION BOX 10"C\j 7 10" PVC(N,S,E,W,SW) PVC — INV2551.50' 10" PVC s� INV=2551.55' \ — ---_ ----255r -- - - - --=-- ao- - - - - - - III' pr'i_ 801 801 �� II BLOCK 1 I� I 1 cv \I \ w I / I I J I 1 ' - - o - w w w w w w w w w w w w w� w w w –w w – C. – 3 W. WHITE z — o----��— -- —__�� - SSMH A3 a - _ _ _ _ _ _aoi SSMH A2 ;, + 3 - _ _ + � s s s O o X11 + 2' 00 — s S z—�—s 8 �I S p S sl s S+�_�_S \ i —► • co " I a 3 11 w I N , 3 � I7' I0 o I w r 33'-- -L1111 g' ---J —J \ 5 0d p' 3 1 j -----I - 3+"t I 1 I 1 L-------- m 18 1 1 I III I � I � W \0„ CMP i f II 10 " 25\G'19 I C, 3 a o I I 1IT' I \ " 1 ti Q 0 Q U I IY I I � w NN Ln o Y "� o s s s s o QI ,J\ _j 04 m I I 04 1 _ " I 31 O I 6 0 3 1 �z 4 OC O I t o I V I I m "1 1 \ O - - N \ I 2552 O I SSMH C1 \ IO SSMH 2 1DE I . MERGENCY ACCESS TO CHERRY LANE 5' LANDSCAPE EACH SIDE OF ASPHALT ROAD. o r pill OVA AV III �_ ��J�j� i�r11,�t, ��iq� gj1�1 ISO e%INam, . p i �1gqqq�/q q D �iG i ,� GqI�►_1 01540 ��� epi, ♦q qq�. �r,r0 01, MEN, I //I I I I SSMH A4 l 0\ 1 I I I S I w ��' I 6 C P 1 N I INV 2551.04' I ISI I a w — — — — _ — I \ / I a w BLOCK 2pl— I 1 _ 2552- 255 fI — 0, E _ 0 EP I E. d3 - EP EP W................................W. .........................................................W......................W.. ----- 2552--z-------- \ll�. CHERRY LANE W -- ----- — - - ---- --_ ------ -- - - - - STORM DRAIN MANHOLESD- SD SD SD S RIM=2549.34' STORM DRAIN MANHOLE RIM=2551.41' 256 256( 255 254 254( 253: I 1 — � I II I � � I –2551 — 2 i )P --- ----- -- / I –r --PP ..............................Is........ SD – – SD STORM DRAIN MANHOLE RIM=2551.77' QMH A1 -EXISTING SEWER ANHOLE RIM=25 2.25' � g„ NV(N,S)=2540.43 2565 ?560 555 ?550 545 ?540 X535 PLAT LEGEND Parcel Table { PROPOSED FIRE HYDRANT Area STREET LIGHT - EXISTING CONTOUR 1 RIGHT-OF-WAY LINE 373 BLOCK LOT LINE 2 4069 GRAVITY IRRIGATION LINE BLOCK EXISTING SEWER LINE 5 5 PROPOSED SEWER LINE w w EXISTING WATER LINE w w PROPOSED WATER LINE P PRESSURE IRRIGATION LINE so 5o STORM DRAIN LINE — ROAD CENTERLINE 346 ROLLED CURB/GUTTER AND SIDEWALK 1 Lot 6 5110 EXISTING EDGE OF PAVEMENT BLOCK Z NEW EDGE OF PAVEMENT 4400 Qi LOT NUMBER 6,500sf LOT AREA BLOCK 7 BLOCK NUMBER BLOCK FLOW ARROW W. ASHTON DR. STREET NAME 320 BLOCK 1 Lot 11 5500 X Ld d1' � It 1 Lot 12 LJ (n � 320 BLOCK 1 Lot 13 Z 320 BLOCK 1 Lot 14 5507 W , 2 Lot I Lo C5 O N"t a0 0 342 BLOCK �O Lo 2 5037 309 BLOCK 0 3 6216 345 BLOCK 2 Lot O 10063 412 Q O Lo C'4 d p�p�tr7 +�Z 6 5547 s�-• M pd d'�h BLOCK 2 Lot 7 4400 1� •� BLOCK 2 Lot 8 5500 320 cpLO 't 2 Lot 9 2NN- C14�N Lot 9 M d ��� NN 300 BLOCK 3 Lot 00N U) 00Q7 N 4400 300 BLOCK 3 Lot L0 N 2 1 300 w Ix =NNZO =d'NZZ _\v 11IR IF 8" Q+� � 316 LF 8" OHO PVC 00.40% ' (nH» ZZ N�» (nN�?z ®0.40% =t�N—O >> ANO 8 LF 8" PVC ®0.40% 0 - N�Z SEWER LINE B PROFILE \---- HOR: 1 "=50' \�— — -------- VER: 1 "=5' — — — — — --- — — — — — — — — ----- — — — — ---- -- z—J/ _ , 2 321 LF 8 PVC •65% ----------- �41 312 LF 8" 146 LF 8" PVC 00.40% " PVC ®0.40% PVC ®• • ' SEWER LINE A PROFILE HOR: 1 "=50' VER: 1 "=5' 2+00 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 C ?560 555 ?550 545 ?540 X535 PLAT LEGEND Parcel Table { PROPOSED FIRE HYDRANT Area STREET LIGHT - EXISTING CONTOUR 1 RIGHT-OF-WAY LINE 373 BLOCK LOT LINE 2 4069 GRAVITY IRRIGATION LINE BLOCK EXISTING SEWER LINE 5 5 PROPOSED SEWER LINE w w EXISTING WATER LINE w w PROPOSED WATER LINE P PRESSURE IRRIGATION LINE so 5o STORM DRAIN LINE — ROAD CENTERLINE 346 ROLLED CURB/GUTTER AND SIDEWALK 1 Lot 6 5110 EXISTING EDGE OF PAVEMENT BLOCK 1 Lot NEW EDGE OF PAVEMENT 4400 Qi LOT NUMBER 6,500sf LOT AREA BLOCK 7 BLOCK NUMBER BLOCK FLOW ARROW W. ASHTON DR. STREET NAME 40 0 20 40 SCALE IN FEET 1 "= 40' 256 255 255 254 254 SURVEY LEGEND ❑ BENCHMARK SET 5/8" IRON PIN ELEV. (NAVD88)= 2552.02' O FOUND ALUMINUM CAP 0 FOUND 5/8" IRON PIN --- -- -- PROPERTY BOUNDARY LINE — - - - - - - SECTION LINE 256 256( 255 255( 254 254( 253` CONCEPTUAL ENGINEERING FOR MILLBRAE SUBDIVISION A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 4 TOIYNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO 2019 2565 Parcel Table Lot Lot Area Perimeter BLOCK 1 Lot 1 8770 373 BLOCK 1 Lot 2 4069 288 BLOCK 1 Lot 3 4812 301 BLOCK 1 Lot 4 8656 391 BLOCK 1 Lot 5 6239 346 BLOCK 1 Lot 6 5110 311 BLOCK 1 Lot 7 4400 300 BLOCK 1 Lot 9 4400 300 BLOCK 1 Lot 10 5500 320 BLOCK 1 Lot 11 5500 320 BLOCK 1 Lot 12 5500 320 BLOCK 1 Lot 13 5500 320 BLOCK 1 Lot 14 5507 320 BLOCK 2 Lot 1 7065 342 BLOCK 2 Lot 2 5037 309 BLOCK 2 Lot 3 6216 345 BLOCK 2 Lot 4 10063 412 BLOCK 2 Lot 6 5547 317 BLOCK 2 Lot 7 4400 300 BLOCK 2 Lot 8 5500 320 BLOCK 2 Lot 9 4400 300 2565 Parcel Table Lot Area Perimeter BLOCK 2 Lot 10 5500 320 BLOCK 2 Lot 11 5104 307 BLOCK 2 Lot 12 5742 327 BLOCK 2 Lot 13 9715 391 BLOCK 2 Lot 14 5406 315 BLOCK 2 Lot 15 5238 308 BLOCK 2 Lot 16 5500 320 BLOCK 2 Lot 17 5500 320 BLOCK 2 Lot 18 5500 320 BLOCK 2 Lot 19 7071 343 BLOCK 3 Lot 1 4400 300 BLOCK 3 Lot 2 4400 300 BLOCK 3 Lot 3 4400 300 BLOCK 3 Lot 4 4400 300 BLOCK 3 Lot 5 4400 300 BLOCK 3 Lot 7 4400 300 BLOCK 3 Lot 8 4400 300 BLOCK 3 Lot 9 4400 300 BLOCK 3 Lot 10 4400 300 BLOCK 3 Lot 11 4400 1 300 2565 LtVV JtVV JtJV 4400 4+50 ?560 555 ?550 545 ?540 5+00535 Q M � O Q 6 W — w w Z ; � NN N (n 3 ,� Lu Co ■— 00 N 00 M cnN O NN N'* i 01 OR 0 CSI • mNLinNNH r,, � t�N'N �- O d. d. ' 2 2MNZZ0 to O * LO 1 — =pj p w o ■— u-) ..Z M o NU)EZZZ I J co �N M04 H d-NZZO zw N (n + V V =MNZ O CO A L FNG Q�»> �S�pN �G�sTER�O2� 2 NMtI 236 LF g" > A. 1<7 -)EZ ZZ VC ®0.65% CHECKED BY: Z DAVID A. BAILEY P.E. SEWER LINE C PROFILE DAB HOR: 1 "=50' VER: 1 "=5' _\v 11IR IF 8" 316 LF 8" PVC 00.40% ' PV ®0.40% LtVV JtVV JtJV 4400 4+50 ?560 555 ?550 545 ?540 5+00535 2565 ?560 ?555 ?550 ?545 ?540 Q M � O Q 6 W — acp0 w ) W N (n 3 ,� Lu Co ■— Z N Z z i OR 0 CSI z �- O d. d. W z to O * LO 1 — rr� 4NNI- w o ■— u-) M o I J co M04 H d-NZZO zw N (n + V V =MNZ O CO A L FNG Q�»> �S�pN �G�sTER�O2� Q�o�� NMtI �Q�> V) > A. 1<7 -)EZ ZZ CHECKED BY: Z DAVID A. BAILEY P.E. DRAWN BY: DAB _\v 11IR IF 8" 316 LF 8" PVC 00.40% ' PV ®0.40% 8 LF 8" PVC ®0.40% 0 - SEWER LINE B PROFILE HOR: 1 "=50' VER: 1 "=5' 2565 ?560 ?555 ?550 ?545 ?540 �2 z w w Of M U m D Q N o � z M 3 0 LI- LL z o o V J N W U � 0 CD 0 Q N N (n o ,n 00 i N LLI W z O O V � U e Z e w n e W z e W re V z w 0 J VI J I W 0 Q ® V U 0 z J ® L I U DATE: 06-07-2019 PROJECT: C2019-008 SHEET Q M � O Q 6 W — acp0 �■, ) N C5 Lu Co ■— Z Z z i W z W z W 1 — Z w o ■— cc M o I J co zw N (n + V V CO A L FNG �S�pN �G�sTER�O2� Q�o�� NMtI pqT F OF A. B P\ CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DAB �2 z w w Of M U m D Q N o � z M 3 0 LI- LL z o o V J N W U � 0 CD 0 Q N N (n o ,n 00 i N LLI W z O O V � U e Z e w n e W z e W re V z w 0 J VI J I W 0 Q ® V U 0 z J ® L I U DATE: 06-07-2019 PROJECT: C2019-008 SHEET