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WESTBRIDGE SUBDIVISION _ — =1� P \II � I ❑ a1 VANBEno W W U,CD 0 1 / cnco o s s - �gar- s 9,763 + 1' s� 1i Yy� I "MA2 4" ` SSMH A4II 1 0 l S/ SSMH A3 SSMH Al (EX) ILLI \I II III —w—w 13 I IIIA I to IL �6/ \ / 1 1 244 - -sio 5 '\ r V 2��11 III I III I ml 14 \ — ... —. TOB—... —...—...—... _..._.. —. _ 1 I e T— T \ SSMH 134 540 = T B 12 — ; I I I 3 I I I ®—2540- 9,688 25419,688 3 5 00 O Io I 48' I II I 1 —-- \ / � --- SSMH B1 \�� o, - 5 II I � I 1 1 III II I 10,802 oo— 7 I ,I 11"421 SSMH B2 i'i SSMH 63 i I I �-I II FI cl g �I I I,I Ln .I 10,412 N I � ' l � BLOCK 3 10 � II 12,348 \\ N ✓ / I11 'I � II A 1 I' I 1 1 IL.I 2555 SSMH B1 (n 00 STA:6 14.16 Z RIM:2 40.00 t0 00 04 00 w INV I :2530.99 8" SE N 00s IM z Q�r� FL!O ZO INV OUT:2530.89 "N r 00 OWN LO ��N 2 200NZ 00 00 co O N S _ ao wOO,*o LO 00 V)NEZ wLd OD SSMH B2 00 0) > 11-— ANO ..> N N N STA: 6+ 14.1 Lo N Fx Z rn `n � LON NLO ---- RIM:2540°00 00 U-) nM s Q�C3N N� m� » INV IN:2531.19 N nO�N d CDp O .. ° w 0 INV OUT:25 1.09 8"NW �r N m 0 R: 1 "= 0' Line D FROFILE (n��>>> ER: 1 LO ;± �N-0 2�N mH� s (n (n EE Z Z Z ER: 1 "_ ' 01 > > N Z Z (n (n o' —0MLo QO N r 04 C', -- 00 00 m ,i, N a 00 2N NZ Nr�In » " ��N � N N c� r (n m 00 0o� 0 W Z00 d V) (n(n0'Z H ii > Q+ L N 2NNZ rn rN N XN1- - - rn N N ��1t711� .. r� �� 't r i p�jCN Sewer Line B FROFILE r cfl r r� 00 O M O CD 000004 Q R: 1 "= 0' m U) +�Z� 't04-0 < 4- N +rn_ZZ_ ER: 1 "=5' 006 04 �N r �N O O� COQ MOS �CflN-- V)>> Q+� 20004 O ZO cow Q+ Q+MH u') — ��>> N�ZZ �tnN NNH �ONLO �\ (n(n�zZ V >> O r00�LoN a�j� Z: 04 O �?? v —_ (nX NH >>> O NN�Z --- ---- ---- (/1 (n Z ZZ V) --- -- _ ✓ ---• --- (n(n�ZZ — 84- 0.#0° — — — — —O ' " O " ° o < ° Sewer Line A FROFILE H 0 R: 1 "= 0' ER: 1 "=5' 2+00 2+50 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 00 11 50 12 00 12 50 13 00 13 50 14 00 14 50 15 00 15 50 16� 2555 255 ?550 255( '545 254 ?540 254( 1535 253 -530 253( 1525 252 252 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+60520 2555 SSMH B1 (n 00 STA:6 14.16 Z RIM:2 40.00 t0 00 04 w INV I :2530.99 8" SE N 00s IM z Q�r� FL!O ZO INV OUT:2530.89 "N r 00 OWN LO ��N 2 200NZ 00 00 co O N S _ ao V)NEZ to (07 SSMH B2 00 0) > 11-— ANO ..> N N N STA: 6+ 14.1 Lo N Fx Z rn `n � LON NLO ---- RIM:2540°00 00 U-) nM s Q�C3N N� » INV IN:2531.19 8"E nO�N d CDp O .. ° + m" 0 INV OUT:25 1.09 8"NW �r N m 0 R: 1 "= 0' Line D FROFILE (n��>>> ER: 1 LO ;± �N-0 2�N mH� s (n (n EE Z Z Z ER: 1 "_ ' 01 > > N Z Z (n (n o' -- ti » " r 0 - - Sewer Line B FROFILE H Q R: 1 "= 0' ER: 1 "=5' 255 ?550 255( '545 254 ?540 254( 1535 253 -530 253( 1525 252 252 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+60520 2555 255 2550 255( ?545 254 2540 254( ?535 253 2530 253( ?525 252 252 +50 2+00 2+50 3+00 3+50 4+00 4+50 5S 20 2555 (n 00 N 00 00-00� Z t0 00 04 r ^N 404 00 't�N04LO ln0 LOLnN N 00s IM Q�r� FL!O ZO +N N 1- IllZ Z r 00 OWN LO ��N 2 200NZ O N S NNFZ ZZ V)NEZ +Lo =00040 +LO > 11-— ANO ..> — N z Lo N Fx Z ci --vim— ---- s » Sewer Line C PROFILE ° 0 H 0 R: 1 "= 0' Line D FROFILE ER: 1 Q R: 1 "= 0' ER: 1 "_ ' 255 2550 255( ?545 254 2540 254( ?535 253 2530 253( ?525 252 252 +50 2+00 2+50 3+00 3+50 4+00 4+50 5S 20 2555 ?550 1545 ?540 2555 2550 2545 2540 2535 2530 2525 2520 1535 1 30 0 15 30 p�illillillillillillillil NINE SCALE IN FEET 2530 1 )v= 30' REVISED 1525 NO. DATE DESCRIPTION 252 +50 2+00 2+50 3+00 3+50 4+ 20 PLAT LEGEND PROPOSED FIRE HYDRANT STREET LIGHT EXISTING CONTOUR BUILDING ENVELOPE (SETBACK LINE) PHASE LINE ZONING LINE RIGHT—OF—WAY LINE LOT LINE �+ GRAVITY IRRIGATION LINE _S_s_ SEWER LINE —w—w WATER LINE pi -Pi PRESSURE IRRIGATION LINE So SD STORM DRAIN LINE ROAD CENTERLINE ROLLED CURB/GUTTER AND SIDEWALK Q LOT NUMBER 6,500sf LOT AREA BLOCK 7 BLOCK NUMBER FLOW ARROW W. ASHTON DR. STREET NAME HANDICAP RAMP SURVEY LEGEND ® FOUND BRASS CAP MONUMENT FOUND 1/2" IRON PIN ® SET 5/8" IRON PIN 60 ® FOUND 5/8" IRON PIN ----------PROPERTY BOUNDARY LINE ---------SECTION LINE — — — — — — — — — BOTTOM OF DITCH alley Engineering, Inc. CIVIL ENGINEERING I PLANNING I CADD 4242 N. BROOKSIDE LANE TEL 208-938-0013 BOISE, ID 83714 www.baileyengineers.com DRAWN BY: JBD CHECKED BY: DAVID A. BAILEY P.E.1 PROJECT: C2018-009 DATE: 07-18-2018 CONCEPTUAL ENGI IV EERI NG WESTBRIDGE SU BDI�/ISION -SHEET TRI LOGY DEVELOPMENT, INC. PP—� w N 00 00 00 t0 Z r ^N 404 00 N 00s Q +N N 1- IllZ Z r 00 2 N 0 O N S V)NEZ ZZ +LO ANO ..> — N z ci s » 0 Sewer Line D FROFILE H Q R: 1 "= 0' ER: 1 "_ ' ?550 1545 ?540 2555 2550 2545 2540 2535 2530 2525 2520 1535 1 30 0 15 30 p�illillillillillillillil NINE SCALE IN FEET 2530 1 )v= 30' REVISED 1525 NO. DATE DESCRIPTION 252 +50 2+00 2+50 3+00 3+50 4+ 20 PLAT LEGEND PROPOSED FIRE HYDRANT STREET LIGHT EXISTING CONTOUR BUILDING ENVELOPE (SETBACK LINE) PHASE LINE ZONING LINE RIGHT—OF—WAY LINE LOT LINE �+ GRAVITY IRRIGATION LINE _S_s_ SEWER LINE —w—w WATER LINE pi -Pi PRESSURE IRRIGATION LINE So SD STORM DRAIN LINE ROAD CENTERLINE ROLLED CURB/GUTTER AND SIDEWALK Q LOT NUMBER 6,500sf LOT AREA BLOCK 7 BLOCK NUMBER FLOW ARROW W. ASHTON DR. STREET NAME HANDICAP RAMP SURVEY LEGEND ® FOUND BRASS CAP MONUMENT FOUND 1/2" IRON PIN ® SET 5/8" IRON PIN 60 ® FOUND 5/8" IRON PIN ----------PROPERTY BOUNDARY LINE ---------SECTION LINE — — — — — — — — — BOTTOM OF DITCH alley Engineering, Inc. CIVIL ENGINEERING I PLANNING I CADD 4242 N. BROOKSIDE LANE TEL 208-938-0013 BOISE, ID 83714 www.baileyengineers.com DRAWN BY: JBD CHECKED BY: DAVID A. BAILEY P.E.1 PROJECT: C2018-009 DATE: 07-18-2018 CONCEPTUAL ENGI IV EERI NG WESTBRIDGE SU BDI�/ISION -SHEET TRI LOGY DEVELOPMENT, INC. PP—�