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CC - Construction Drawings1 1' LAN[ 81' ROW 34.5' 34.5' r1cul nI n4' 47} t AAM C PAOC n4T .,F coni' I I I i 0.5' AIVQING 1' LANDING _� i' 5' SIDEWALK 8' 1' LANDING 1' LANDING EXISTING BERM, RETAIN & PROTECT EXIST. LANDSCAPING EXCEPT WHERE NOTED ON PLANS 0,5' .7 1.5% ® 2.5" ASPHALTIC PAVEMENTDO 4' OF 3/4' MINUS CRUSHED GRAVEL 6' VERTICAL CURB AND GUTTER - SEE ACHD 0 13' PIT RUN GRAVEL © SUPPLEMENT TO ISPWC SD -701 O COMPACTED STABLE SUBGRADE © 5" CONCRETE SIDEWALK - SEE ACHD © 6' VERTICAL (ISLAND) CURB SUPPLEMENT TO ISPWC SD -709 O CENTERLINE STREET DESIGN STREET SECTION - 81' RIGHT-OF-WAY 6' VERTICAL CURB / ISLAND — DETACHED SIDEWALK S. MONTAGUE WAY (ENTRANCE) NOTE: COLLECTOR STREETS SHALL BE A SP -3 0.5 INCH G� MIX, PG 64-28. 25' ROW 18' 12't L 12't 2' CID Z z MiJ M j I � � U cn � T -3% W t — -------------------- 1"R 6" i I /-1/2"R co L p000 d C3 6' VERTICAL (ISLAND) CURB PER I.S.P. W.G. SD -701A 5' SIDEWALK 1' 5" CONCRETE - LANDING 1.5% MAX. SLOPE `--4" OF 3/4" MINUS CRUSHED GRAVEL 5` WIDE SIDEWALKS PER ACHD SUPPLEMENT TO I.S.P.W.C. SD -709 SIDEWALK NOTE: SIDEWALK SHALL HAVE A CROSS SLOPE OF 1.5% TO TOP BACK CURB. 1' LANDING EXISTING BERM. PROTECT EXIST. U EXCEPT WHERE NOTED 7.1 5'SW 1 LANDING 60' ROW 16.5' 16.5' 2' I _ 14.5' t _ 14.5' 30' 2' 5'SW 1'�E OA 2.5' ASPHALTIC PAVEMENT QD 4' OF 3/4' MINUS CRUSHED GRAVEL © 3' ROLLED CURB AND GUTTER — SEE ACHD QE 13' PIT RUN GRAVEL SUPPLEMENT TO ISPWC SD -702 O COMPACTED STABLE SUBGRADE © 5" CONCRETE SIDEWALK — SEE ACHD SUPPLEMENT TO ISPWC SD -709 STREET SECTION - 69 RIGHT-OF-WAY 3' ROLLED CURB — DETACHED SIDEWALK (TYPICAL STREET SECTION) NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP -3 0.5 INCH G� MIX, PG 58-28. ME TRANSITION SECTION - VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER irl ® 3" ASPHALTIC PAVEMENT OD 6' OF 3/4' MINUS CRUSHED GRAVEL I� © 6" VERTICAL CURB AND GUTTER QE 10' OF 3/4' MINUS CRUSHED GRAVEL © 5" CONCRETE SIDEWALK QF 13' PIT RUN GRAVEL © COMPACTED STABLE SUBGRADE E. TACONIC DRIVE RAISED PEDESTRIAN CROSSING 6' VERTICAL CURB — DETACHED SIDEWALK NOTE: COLLECTOR STREETS SHALL BE A SP -3 0.5 INCH G") MIX, PG 64-28. Q 3 � \�fJ/Cl Z 00000000 L n�� E °' M1 F D E Z 'LuLu � N p 0 p a 0 3 2 W _ (MZ U ® 3" ASPHALTIC PAVEMENT ap00o O 6' OF 3/4' MINUS CRUSHED GRAVEL aB 6" VERTICAL CURB AND GUTTER Q 13" PIT RUN GRAVEL © 5' CONCRETE SIDEWALK OF COMPACTED STABLE SUBGRADE PER ACHD STRIPING DETAIL E. TACONIC DRIVE (WIDENING) 6' VERTICAL CURB — DETACHED SIDEWALK CENTERLINE TRAVEL LANE NOTE: COLLECTOR STREETS SHALL BE A SP -3 0.5 INCH 6") MIX, PG 64-28. 1"R 6" i I /-1/2"R co L p000 d C3 6' VERTICAL (ISLAND) CURB PER I.S.P. W.G. SD -701A 5' SIDEWALK 1' 5" CONCRETE - LANDING 1.5% MAX. SLOPE `--4" OF 3/4" MINUS CRUSHED GRAVEL 5` WIDE SIDEWALKS PER ACHD SUPPLEMENT TO I.S.P.W.C. SD -709 SIDEWALK NOTE: SIDEWALK SHALL HAVE A CROSS SLOPE OF 1.5% TO TOP BACK CURB. 1' LANDING EXISTING BERM. PROTECT EXIST. U EXCEPT WHERE NOTED 7.1 5'SW 1 LANDING 60' ROW 16.5' 16.5' 2' I _ 14.5' t _ 14.5' 30' 2' 5'SW 1'�E OA 2.5' ASPHALTIC PAVEMENT QD 4' OF 3/4' MINUS CRUSHED GRAVEL © 3' ROLLED CURB AND GUTTER — SEE ACHD QE 13' PIT RUN GRAVEL SUPPLEMENT TO ISPWC SD -702 O COMPACTED STABLE SUBGRADE © 5" CONCRETE SIDEWALK — SEE ACHD SUPPLEMENT TO ISPWC SD -709 STREET SECTION - 69 RIGHT-OF-WAY 3' ROLLED CURB — DETACHED SIDEWALK (TYPICAL STREET SECTION) NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP -3 0.5 INCH G� MIX, PG 58-28. ME TRANSITION SECTION - VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER irl ® 3" ASPHALTIC PAVEMENT OD 6' OF 3/4' MINUS CRUSHED GRAVEL I� © 6" VERTICAL CURB AND GUTTER QE 10' OF 3/4' MINUS CRUSHED GRAVEL © 5" CONCRETE SIDEWALK QF 13' PIT RUN GRAVEL © COMPACTED STABLE SUBGRADE E. TACONIC DRIVE RAISED PEDESTRIAN CROSSING 6' VERTICAL CURB — DETACHED SIDEWALK NOTE: COLLECTOR STREETS SHALL BE A SP -3 0.5 INCH G") MIX, PG 64-28. RAISED PEDESTRIAN CROSSING PLAN VIEW 00000000 �U)co�—'-a r -w -0 Z 00000000 L n�� E °' 00000000 00 N O 0 000000001 CD �o 4 J l.J Z m N p 0 p a 0 3 2 W _ ii. V a E N p zao>� ap00o O 0 • N V Z N V cz Z laJ � C7 a - J Z�� ED 00 W �F� PER ACHD STRIPING DETAIL U LQ Q� 118, TS -1112 (TYP.) — CENTERLINE TRAVEL LANE l WA 8' TMP. V v c c w o OwlNLU Lu s v p 1 Q� 3 0 0 0 N LANE MARKING — — — — — — — — — LANE MARKING A H T L rn �a L c m c 0 rU)W_ CENTERLINE TRAVEL LANE — 0i o', ; t o NO SCALE O IT0 SCALE O 0 0O \cu DWG.DATE 04/06/18 PRoJ. No, 180114 Z O o CL 0 o Q 00000000 00000000 00000000 00000000 8' 5' 5' 8' 10' RAISED PEDESTRIAN CROSSING PLAN VIEW MISTING BERM, RETAIN & fECT EXIST. LANDSCAPING 3 WHERE NOTED ON PLANS 8' 5' 5' 8' -4.17%f -2.0% -2.0% -4.177.t T SECTION A -A RAISED PEDESTRIAN CROSSING 12' WHITE, PER ACH' TS -1113 (TYP.) 12b •'r; RAISED CROSSING APPROACH PAVEMENT MARKING DETAIL vil l , 0 G ,N M. STg�ca CL �U)co�—'-a r -w -0 Z L n�� E °' 0 o w 3 00 N O 0 a., > N C CD �o 4 J l.J Z m N p 0 p a 0 3 2 W _ ii. V a E N p zao>� ap00o O 0 • N V Z N V cz Z laJ � C7 00rn J Z�� ED 00 W �F� c ->> 2 U LQ Q� C o W l WA �Wcl a V v c c w o OwlNLU Lu s v p 1 Q� 3 0 0 0 U w V) p 1'' LANDINGQJ Q o L rn �a L c m c 0 rU)W_ 00 0 0i o', ; t o NO SCALE O IT0 SCALE O 0 0O \cu DWG.DATE 04/06/18 PRoJ. No, 180114 Z O o CL 0 o Q IL c m e 3 6 rn m OU Q DT_ 1 o ate-. aW m a N N p `CJ /SHEETS/180114—DT 1.DWG fn V pp p O C0 Z y O L A N U (0 O 3� N� O •N � v' c I O V O E y I— 1 V p p CV C O p .✓ N U p V W� o�„�, >� D 0 O —s 3 •^ O ` h o CL Z o o p� o .� d d O N �� OU 120 o C N � V/ O O Y 0 C V d N _— T V 3 p > n c v i 0. i v C7 T = = 0 V = CO + CNzi \ � •U � U d 3 C d V W O C C O O E C T � N U� d O O N d U N (�("'' C U 5 Fi d d Q p SS�pNAL �N� 5T l MISTING BERM, RETAIN & fECT EXIST. LANDSCAPING 3 WHERE NOTED ON PLANS 8' 5' 5' 8' -4.17%f -2.0% -2.0% -4.177.t T SECTION A -A RAISED PEDESTRIAN CROSSING 12' WHITE, PER ACH' TS -1113 (TYP.) 12b •'r; RAISED CROSSING APPROACH PAVEMENT MARKING DETAIL vil l , 0 G ,N M. STg�ca cz CL 0 � Z ZwN�Z -two 0 o w 3 00 N Q D CD �o 4 J l.J Z m I=�� 0 3 2 W _ Z Z vj Z Z a o Z m zao>� ap00o O 0 V Z N V cz Z laJ � C7 00rn J Z�� ED 00 S) 61 ZZZ�w LQ QWw�� C m 3 W o z m �Wcl a cz CL 0 � Z o -two 00 N Q D CD �o O I=�� L L _ w WZ = Z m J ap00o O _ o <z 00 cz O 00rn ED 00 COD z:E � LQ C 0-- ii Z O • O Z m J w QZ0 — OwlNLU Lu O p Q F- U) U w V) t-� (0 z 00 0 0i NO SCALE O IT0 SCALE O 0 0O DWG.DATE 04/06/18 PRoJ. No, 180114 Z O o CL 0 o SHEET 20 OF 21 IL DT_ 1 LL z a /SHEETS/180114—DT 1.DWG PRESSURE IRRIGATION LEGEND — — 4 PIRR— — EXISTING PRESSURE W m IRRIGATION LINE 200 LF CONSTRUCT PRESSURE IRRIGATION LINE & SERVICES ► CONCRETE THRUST BLOCK ® VALVE ====C4==== O SLEEVE 40 LF O•— BLOW -OFF 0 AIR RELEASE VALVE PRESSURE IRRIGATION KEYNOTE LIST ITEM DESCRIPTION ARV Air Release Valve C4 Pressure Irr. Sleeve, 4" PVC, AWWA C-900 C8 Pressure Irr. Sleeve, 8" PVC, AWWA C-900 C16 Pressure Irr. Sleeve, 16" PVC, AWWA C-905 D Pressure Irrigation Mainline Drain E9 Elbow, 4', 11 1/4' E10 Elbow, 4", 22 1/2' El Elbow, 4", 45' E13 Elbow, 6", 11 1/4! E14 Elbow, 6", 22 1/7 E16 Elbow, 6", 90' E17 Elbow, 8", 11 1/4 G4 Plug Or Cap, 4" G6 Plug Or Cap, 6" G8 Plug Or Cap, 8" P4 Pressure Irr. Main, 4", PVC, CL -200 P6 Pressure Irr. Main, 6", PVC, CL -200 P8 Pressure Irr. Main, 8", PVC, CL -200 R8 Reducer, 8"x 6" S1 Irrigation Service, 3/4" S2 Irrigation Service, 1" T5 Tee, 4"x 4"x 4" T7 Tee, 6"x 6"x 4" T8 Tee, 6"x 6"x 6" T9 Tee, 8"x 8"x 4" T10 Tee, 8"x 8"x 6" T11 Tee, 8% 8"x 8" TB P.C.C. Thrust Block (As Required Even If Not Shown). V1 Valve, 3/4" Gate V4 Valve, 4" Gate V6 Valve, 6" Gate V8 Valve, 8" Gate N1 Deflect Pipe Per Manufacturers Specifications And Recommendations. N2 Contractor Shall Close All Necessary Valves Prior To Making The Interconnection As Shown. i Lr_7 - — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — • r _.. . -----------------------iaZunc_ - _ U LL c aoo oN> > n2o E /w_Q _ - - --------------- 'o , N o - . 12Va Jl --- -- ---- _- — —=_ _- __ --HE E. TACONIC DR.__- — _-- _--_ -- _-___ _ , - _ a i` -EP - EPS----_--- --- �� , �, CD -___=----- - -- 38 LF 84 LF - - _L_ ___ - ___ _-------- ---- -___ `�� \�� ,� _ _ �w o - E _ -- -- \ — —..—.. - - Q S2 V8 T9 V8 V8 TB $ •_ - _ `, _ _ _ - a ._ 3 s o _ _ _ P8 10 LF V1 C4 P8 S2 149 LF B� X204 53 L1 77 - 8'�'IR • , \ �` -_ _ - _. _� ----------- - _ ._--- , - Q S1 � \ __— _—_ 104 LF S1 Si N1 PK&WASHER _CF _ R_ �c� :::...::. �� _ � �� -__ -___ �_ o N 8 LF E[EV-2686.99 S1 _ 3 40 20 0 40 80 120 T11 I I C16 S1 e — - __ _________�__ --— — - ��` - - � 5= o LL 5 84 LF , N1 _ a , �s= a a.:: .-.......-`- o N SCALE IN FEET , , :::::::. _.. _ - - _ - - W �.. V4 � �' �• 91 TB G4 1• '' �� 10 LF K T5 63 LF V4 V4 3 LF C8 TB h cP` U �'`� ' 3 •LF S2 130 Lf V4 4"PIRR V0 BLK.1 — `_ s LF ___ O o ao , St - ------------- ------ > _ TB TB • • M S1 h V8 Vg P4 2 3 ::::. T10� _-__ ..-..-..-.._..-..-.._� Cn 5 1 — — — Ps _ z i — -- ---- ' ` —.— 3 8 p S2 10 LF - - - 6 S1 - - •= P8 20 LF a 1 - 10 LF P8 P8 - QU N O _ _ _ • _ _ 3 � o y C -moo • V4 7 26 - G8 3 o z _ E17 E17 N �_��_ 'J T10 V8 V6 O o E - � I TB E13 Z > g g, •... . 5 O Vi _ a ,t - P6 He o 3 E13 „ W TB S1 H �-8W U oo 8 : ,.::.. W ^ _ E. WOODVILLE DR.r' • E O L C rte+ a d 63 LF P6 C8 F 10"S - oO 917 . a> '5 75 a co El 1 ----- 10-, 8w S1 $10N -L Ear ;. <„ E11 7 .., - ' S1 5 ��S��ZSTEh,�'�l,L� V4 S2 r.... 4• is TB }:- P430 29 28 27 10 l��N M STS°�G 26TB 3 25 +® 10 LF T5 moa=� TB E11 E10 V4 V4 BLK.2 S1 z P4 zw�2 88- LF 20 LF T5 TB E9 / I I------------ P4 JwmZ P4 C8 N S1 Si S1 S1 CS w S1 E11 S1 S2 „' V4 VU Ljw - 11 P65 z �c- 0 00 TB TB G4 V4 T5 = 9� 4'PIRR4"PIRR ~ - - - - - - - - v 6� N1 10 LF TB " ? N 184 LF c� / �, 112 LF 4"PIRR E14 z TB E9 LF 65 LF _ 65 LF N o z Z Z w N .�. S2 S1 N1 S1 �' V4 n 11 LF 5 -H zmm3 �wzz V4 P4 S1 N1 S1 Si 9 E10 �'. �; o TB E16 G6 TB N z o T5 19 s' `V BLK.2 N1 10 LF 15 Pd / a �r P4 20 21 22 23 24 12 a vs TB 4 \\8� .�. j:.. �� V6 y M E9 °c P4 S1 '` N o C8 � O F -:00o 63 LF W wx V4 �P '��' TBloft �J� V4 �9lF E10 S1 I o 0 CD co S2 P ': o ,: .. 00 U) n o 0 ,� . _ 13 wco 5 S2g W i E. RENWICK CT. 8 W - Nit z o o C14 0 ' BLK.2 1 ` S1 s : t . • .�..: r : " S J 15' �s yFF�, E9 E10 O 14 4't %, V004Z S1 co O a 51 � ro 18 17 16 - gl - z 15 14 13 12 0 w O 2 m TB P4 Ell `n 15 �� V O - _ V4 E9 13 LF `* St S1 S1 S1 S1 S1 S1 63 LF (v in p4 P4 �n C8 T-) P4 ( z W 1/ z ;r, W nr- ePIRR 4"PIRR " - -• - - - -_ -_ _ O ► A F • C8 S1 T ® 90 LF 463 LF 4 PIRR -- 0 82 LF 105 4 PIRR T7 TB Cl) ry V4 °O U w_ E11 I S1 St Rs, V4 I V4 = W63 LF I T5S1 S1 S1 S1 St �1 �� I— W m 0- EE SHEET PIRR-2 CS Z NOTES: p 00 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR "=40' ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND p LL ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. - LL SCALE 1 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. o 0 co DWG.DATE 04/06/18 PRoJ. No. 180114 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE CONTRACTOR SHALL INSTALL A SERVICE TO Z j O EVERY LOT AS NEEDED. O W o 11 v- SHEET 17 OF 21 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. ED Q 5. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. 0 ~~ PIRR-1 O O Q IL Z 0 SHEETS/ 180114-PIR.DWG U 40 20 0 40 80 120 SCALE IN FEET CS EE SHEET PIRR-1 PRESSURE IRRIGATION KEYNOTE LIST > > w �- oow ITEM DESCRIPTION St w Z w m CO 0 3 = � Z N Z Z N ¢ Z O <7 ARV Air Release Valve O S! 5 - U Z W p OU C4 " Pressure Irr. Sleeve, 4 PVC, AWWA C-900 U_ ' 69 LF Z 0- C8 Pressure Irr. Sleeve, 8" PVC, AWWA C-900 co I N C16 Pressure Irr. Sleeve, 16" PVC, AWWA C-905 D Pressure Irrigation Mainline Drain TB V4 T5-1� E9 Elbow, 4', 11 1/4' S LF _47IIS 123 LF _T T E10 Elbow, 4", 22 1/2' 8� E11 Elbow, 4", 45' TB G4 �j� E10 TB E13 Elbow, 6, 11 1/4! a E14 Elbow, 6", 22 1/7 ' E16 Elbow, 6', 9(Y i E17 Elbow, 8", 11 1/4! I G4 Plug Or Cap, 4" �\ \ G6 Plug Or Cap, 6 ` G8 Plug Or Cap, 8' S\'''---7. P4 Pressure Irr. Main, 4", PVC, CL -200 - P6 Pressure Irr. Main, 6', PVC, CL -200 P8 Pressure Irr. Main, 8', PVC, CL -200 R8 Reducer, 8"x 6' S1 Irrigation Service, 3/4' S2 Irrigation Service, 1' T5 Tee, 4'x 4"x 4" T7 Tee, 6"x 6"x 4' T8 Tee, 6"x 6"x 6' T9 Tee, 8"x 8'x 4' T10 Tee, 8"x 8'x 6" PRESSURE IRRIGATION LEGEND T11 Tee, 8'x 8'x 8" — 4 PIRR— EXISTING PRESSURE TB P.C.C. Thrust Block (As Required Even if Not Shown). IRRIGATION LINE V1 Valve, 3/4" Gate 200 LF ' CONSTRUCT PRESSURE V4 Valve, 4" Gate IRRIGATION UNE & SERVICES ► CONCRETE THRUST BLOCK V6 Valve, 6" Gate ® VALVE V8 Valve, 8" Gate --- --- 0 SLEEVE N1 Deflect Pipe Per Manufacturers Specifications And Recommendations. 40 LF N2 Contractor Shall Close All Necessary Valves Prior To Making The Interconnection As Shown. 0— BLOW–OFF o--- AIR RELEASE VALVE NOTES: 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. 3. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. 4. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. 5. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. E11111159 -ft -0 -ft. -.1 ffie-n 40 O U U) °r° O 0 o � O � LL O Q W co J z O c0 0 I]f O a o m Q LLi LL z Q N m (O T "✓ -O L aE 00 1202 J_ O Q O U Q D_ '1 uj 6 E TT C L T t 'E O Ul N ++ 0V C }� N > c -2'5 N> Q N O . CL Q O d V r1 a a O.- =' co)N T Q U e'0' O O U O C C rn 0-'- Q "a O ai 2CL L rn m Q rn Q� �N -o cow 3Q avNi Cl) a�—�s E C' 0 EN N aA in .v; O>0 0 �pm e (D 0 LL m e 3 v C m Of`o Qw aE 2 O O a v s v LL. v c y m W Dw �- ' � y liO O d O O L N c O3 `o za U 125 N a 25 0 .0 Q •U 0-0 E o o v c m $ V C O O T O � U _ •> C .0 c O 3".O+ OUN c c v z �t o >. Z E OC A E U 3 L wN � ' V y N N V O \y.". a.... E ti v e c t 3 aV1i aai � a, o a> �,.n �.1> 744 tA C) l 0 G M. ST g�S N N 0 0 (D E 0 Z CL Z y CC O LRW O Wy W Z 0 z LU 0 Z a� Up - H P) f/1 � N 0 A~ U w LLJ 00 � N � 00 �00o w x �o� <o 06 O Qo z00 d ooCY) 00 Z � o rn Q) N o o Cl - SCALE SCALE 1 "=40' z g z O Q DWG.DATE 04/06/18 PROJ. NO. 1801 14 SHEET 18 OF 21 PIRR-2 SHEETS/180114-PIR.DWG > > w �- oow om�?o w Z w m 0 3 = � Z N Z Z N ¢ Z O <7 ti d O > W O S! - U Z W p OU w z O � O z a CL Z y CC O LRW O Wy W Z 0 z LU 0 Z a� Up - H P) f/1 � N 0 A~ U w LLJ 00 � N � 00 �00o w x �o� <o 06 O Qo z00 d ooCY) 00 Z � o rn Q) N o o Cl - SCALE SCALE 1 "=40' z g z O Q DWG.DATE 04/06/18 PROJ. NO. 1801 14 SHEET 18 OF 21 PIRR-2 SHEETS/180114-PIR.DWG O 3' SDR 21" PVC RISER EXTEND ti O 3" x 4' x 6' CINDER BLOCK (OR 10 4' or 6' x 1" SADDLE MINIMUM 3' PVC PLUG 4' or 6' MAIN LINE MINIMUM O 1" BRASS PIPE O 1' 200 PSI POLY 18' ABOVE GR01 O 1" BRASS CURB STOP Q ROCK CHIPS 3" 3' FEMALE ADD. 10 LOCATER WIRE 11 3' PVC PLUG 12 MARKER, STEEL 1" POST "MODIFIED" TYPE A RISER SHORT SIDE SERVICE NOT TO SCALE O 3' SDR 21" PVC RISER EXTEND O 3" x 4' x 6" CINDER BLOCK (( O 4' or 6" x 1" SADDLE MINIMUM O 4" or 6' MAIN LINE MINIMUM O 1' POLY PIPE 200 PSI O 1' 200 PSI POLY 18" ABOVE G O 1" BRASS COMP. COUPLINGS O 1' BRASS CURB STOP a ROCK CHIPS 10 3' FEMALE ADD. 11 LOCATER WIRE 12 Y PVC PLUG 13 MARKER, STEEL 1" POST "MODIFIED" TYPE A RISER LONG SIDE SERVICE NOT TO SCALE W z ' J ---� LOT W Q 0- 5' BACK LOT 3' SIDE LOT PRESSURE IRRIGATION PIPELINE - SEE PLAN FOR SIZE OF PIPE TYPICAL PIPE LOCATION NOT TO SCALE DOMESTIC WATER METER BOX COVER OBLITERATE WORDS "WATER METER" FORD NO. X43 CAST IRON WITH 12 1/2" LOCKING UDS 1 1/2" BRASS PIPE PVC RISER (TYP•) 1 1/2" CURB STOP BALL VALVE SUCH AS FORD B11-666SW -1 1/2" PVC PIPE \\\��\ 0clj \00°v o�000000 MIN. 12" DRAIN ROCK MIN. 1 CU YD. AT BOTTOM OF VALVE DRAIN ROCK FOR SUPPORT DRAIN VALVE NOT TO SCALE PRESSURIZED IRRIGATION NOTES 1. Install all crossings of the Public Rights -of -Way, private roadways and travelways with pressure irrigation at a maximum depth of two -and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfilling. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the words DANGER -UNSAFE WATER or NON -POTABLE WATER clearly marked along its length. Place the tape between six (6) inches below the surface and eighteen (18) inches above the top of the pipe. 5. Label all irrigation risers and faucets with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE WATER. 6. Label all valve boxes and vaults with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the Public Right -of -Way, private roadways and travelways. 7. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. 8. The Public Works Department and Engineering Solutions, shall inspect all pressurized irrigation unless a properly executed agreement for inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight (48) hours advance notice is required. 9. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line in order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides of a lot. 10. Pressure test the irrigation system to one hundred -fifty (150) pounds per square inch (psi) with allowable loss in accordance with the Supplemental Specifications and Drawings to ISPWC. 11. All construction materials and installation shall comply with the Nampa Meridian Irrigation District Standard Specifications for Pressurized Irrigation System - latest edition, except as modified here on. 12. All pipe shall be PVC - Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent weld. Pipe four inches and larger shall have mechanical joints. 13. Minimum depth cover over all pipe shall be 30". 14. Minimum compaction shall be: a. 95% in Rights-of-way. b. 85% everywhere else. 15. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required at all change of direction of pipes over 11 1/47 where shown on this plan. 16. All services shall be placed at the midpoint of rear lot or side lot line unless otherwise shown on this plan. They shall extend past property line into lot as shown on detail. 17. Contractor shall verify the location of all other utilities before installing the irrigation pipe. 18. Contractor to verify location of all landscape lot services with owner prior to installation. 19. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe manufacturers recommendations. 20. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. 21. All valves at street crossings shall be on both sides of streets. 22. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. 23. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. 24. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install new services. Each Homeowner shall be notified at least 24 hours before any property disturbance. 25. Retain and protect all existing utilities and irrigation facilities. 26. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in the pipe (even if not shown). 27. Wherever the pressure irrigation line crosses the gravity irrigation and there is a conflict, the pressure irrigation line shall go below the gravity irrigation line and a drain shall be installed at the low point of each location, unless the pressure irrigation line can go over the gravity irrigation and still have a minimum cover of 30". 28. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of minimum cover. 29. Contractor shall install a service to every lot including common lots, even if not shown. O 0 00 O U rY O 0 IL O 0 W 00 J i Z O c�fl 0 rY o a O Q W 00Q IL Z 0 N to N T-- -0 _(D-_4) L Q c a E 00 mc a> O N m o 0 0'� 1 1 = 2 .�,., > a L G> IL a a Q� U �C E: a (D 1� Eu o N a) J'^a ai%)'v of UV ooQ. UN N C /�� d .V w U N 'Fn\^�t Q -0 O U) =oma 3o am to U � •�'- �' s C •- CL O N U O N • T to .N O 3 U C a C o rn M OE� O- W O'Z. 75 C O O d w N � N L Q •O L 0� Z C U N d U 00 O_0=0�� fn OU3 V N •C V a LL F- W D -WD No�� N � OF- . o _o 0:0 U) _ =c U .2 . ` N h p (� Z O J o a '� •U LSOC' U C y (n N ` OC) Q. - O 'Cp' U p CO m = a 0 Q m O 'C _ _` g = E o6 3 w � •U y •a3i o m n. W _ U N i N O V 0 •w o ��oa-Q = a i w'Z3 75 m > �Cno�� ai VT�,��dj��'� E 0 Z ca J Z y CC Ll O W � ca O LQfty W Z 0 • Z LLi 0Z� 0 W (~ 0 A~ U w o :�: o a, 0 w 00 N i n(f)(00 �00o LL, w x o U)Qo 0 co o Q z00 U)Qn C) co w z�v rn N o O Q_ SCALE 1 "=40' DWG.DATE 04/05/18 PROJ. NO. 1801 14 SHEET 19 OF 21 t � t SHEETS/1 801 14-PIR.DWG r > w a C) c' p N O Mw <5 a w 0 M SE-nw Z - - Ocrio�O w N z O z m w 3 w &E EE o=a ca J Z y CC Ll O W � ca O LQfty W Z 0 • Z LLi 0Z� 0 W (~ 0 A~ U w o :�: o a, 0 w 00 N i n(f)(00 �00o LL, w x o U)Qo 0 co o Q z00 U)Qn C) co w z�v rn N o O Q_ SCALE 1 "=40' DWG.DATE 04/05/18 PROJ. NO. 1801 14 SHEET 19 OF 21 t � t SHEETS/1 801 14-PIR.DWG 269 269 W• • 267 267 WO 266 N. 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE N2 '2st,<, UU 6,5 2U 62 --du 62--4U 62 UU 61 --bU J n SC = 29+03 SC = 29 4U 6U SEWER & WATER KEYNOTE LIST WS 28--40 28--00 27 60 21--20 E8 ¢ NwTB LF SL = 54' SI = 2680.8 SL = 54' S! = 268 �I DESCRIPTION E8 TB � C> z C' C) W N3 S3 � A8 Adaptor, 8', Fig. x MJ ' . TB SC = 27+57 SL = 37 z9 f 1;8 LF N2 WS N3 S2 N� B1 Blow—Off, 2", per Std. (W12) W6 = TB A SI = 2678.0 W6 B2 Blow—Off, 2', per Std. (W13), Including 8' Valve H 0O0t000 `I af N ,n : - < _ - : t . cV �g V8 V8 � -r- V JJ c6- � Cda 10.5' " �I ( C8 Cross, 8", All Fig. V6 A8 � I 00 � T7 C8 A8 BLK.2 �C TB V8 V8 A8 T268"W W 8.5: 252 LF 00C N�+rM w_ E3 p 8 11 1 4' MJ x Fig. Elbow, / , g SSMH #SMC1 — LO N2 N2 — — E8 Elbow, 8", 11 1/4% MJ TB SC = 32+85 STA=28+06.22 � s0 s0. J , , 2s+� 10"S U to E13 8" 22 1 2 MJ x Fig. Elbow, / g E8 SL = 51 SI — 2683.2 to OII O 19' at w E18 Elbow, 8', 22 1/2', MJ •.. N3 — — — — — — — • , : • N2 '• ` " H Fire Hydrant Assembly Complete per td. W7 W9 ( ) & ( ) TB:.' E8 �---------- .. oo :: N3 R13 Reducer, 8"x 6, All Fig. S2 .`n E TB NE S2 °D u S1 Single Metered Service Connection, 1" with 3/4" Meter and o° SC = 28+98 SC = 29+61 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). _ SL = 37 SL = 37 Double Metered Service Connection, 1", with 3/4" Meters and 26 SC = 33+15 2 SL 53 SSMH #SMC20 125 =; STA -28+85.31 Sl = 2680.7 SI = 2681.0 S2 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). r N3 SI = 2683.4Single ^ 30 S3 " Metered Service Connection, 2 , with 2 Meter and .� o J 29 — 2' Meter Setter, per Std. (W4). E8 TB ��N��. —N 4 q' N vOfNtj II ti T3 Tee, 8'x 8'x 8", MJ x MJ x Fig. Q N2 N2 s II N BLK.2 T7 Tee, 8'x 8"x 6", MJ x MJ x Fig. — — J 4" T26 Tee 8'x 8'x 8' All Fl. g T __— --_- \ oO�QN N d-�fn� j O P.C.C. Thrust Block (As required even if not shown) �� / W s II N �= E8 TB See Water Note 1 on Title Sheet and ISPWC SD -403 s� o 4 I V6 Valve, 6' Gate, Fig. x MJ _-- — —-------- -- w�� SSMH #SMC3 $Tq \ \ 4"PIRR V8 Valve, 8' Gate, Fig. x MJ N I I \ STA=30+28.42 ti1,gTL, 0Q0 / N2 \ \ \ \ \ \ W6 Water Main, 6' PVC, C-900 .' I G GROUND \ TB H / o \ \ \ \ _o W8 Water Main, 8' PVC, C-900 26 ' I I S( aid \\ \ T3 t.: ^� ES 2g :: \ \ y ,� 9 TB •" After Agency Has Closed Existing Valve A , The Contractor Shall SI 3' \ y N1 Remove The Existing Blow—off And Thrust Block To Complete •'' \ TB ��2s' �• \ The Interconnection As Shown. 00 I �h� H See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. ' TB : + :. -• .. _ ._ N2 (Adjust Water Line, As Needed, to Maintain Minimum Separation) N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. (SEE SHEET S-5 N4 Extend Water Service Pigtail 5' Past 4' Pirr Main Inside Lot. 14 ClN UU 6,5 bU .5S 2U 62 --du 62--4U 62 UU 61 --bU 61--2u SU --du ,5U 4U 6U UU 29 --bo 29--20 28--80 28--40 28--00 27 60 21--20 26--80 26--40 26--00 25-4 � C> z C' C) W N Z J h O �Wpz� a 0O0t000 af � -r- c6- � Cda � 00 11 if 00C N�+rM P110 Nt — LO aN01) N N�II to U 000N^ yB to dto o To r�M to OII O at &EF N �II W N a +d °o tON iN+a c ao N NE ail °D u cw " jc00+ATS U: N 00 — NN T — N ----- ��N��. —N N vOfNtj II ti j _v 11 s II N o_ II __— --_- --- oO�QN N d-�fn� j �� / W s II N _-- — —-------- -- w�� EXISTI G GROUND ti AT ER LINE 4 N2 ; JI vy NN r g I 3 M J ��UiIf v J tr c a 179.83 LF 8' PVC @ 0.50% 159.87 LF 711 8" PVC ® 0.507. QUI LF 8' PV ®0.50% 75.09 LF N Z 8' PVC @ 0.51 % 194.50 LF I to 33``' ``' Z�-Z 10' PVC( 0.35% I 1- r- to M O N N Uj n U -j In to n rn v Z N N N N � n o ��.LJ C) Z> If Z II II If Z? o t^o N N II nLn N M rri r7 00 r�i v Z L Z CO >> > II H- I>>I I to coCO "qO Go CD NN C14 '0 coCO ZZ N a0 a 00 a — Z II FII z S. MONT GUE WAY coo— >o z o . 4 4+00 33+60 33+20 32+80 32+40 32+00 31+60 31+20 30+80 30+40 30+00 29+60 29+20 28+80 28+40 28+00 27+60 27+20 26+80 26+40 26+00 25+E 696 ?692 Moe woo ?676 672 0 64 NOTES: 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install service and/or marker as needed. 0 0 z 00 0 _r O 0 O LL L1..1 00 J z 0 c- 0 W O 0 a- o W 0 O Q LL Z o p O 2�o�o LL Q > a C, Of N U _C O :moi p� Q O N O N boa Qac UU �a000 Q o C C yO- L... � a c�a 30 aNi N U •— �WoE. ^ a � LL in N o' •o rn O C N p c O M Q' U O +"O. aW fn N 2 i3.. 0Y �o�allo 00 o-oL _ LL '... O O L E N DU��U_� O +U 4 O W�/ t / LL o v Q o o ) UU ti O O �J ZQ O O ti O U a_0 E f V C y � QU C U a O O Q 0 +'CzOUC oCN N- C Q O E O 3 U V Z. 1 wp L C O O a =o0 . �o 75 N C N D ` E O IpNAL E\"� GCsIST'v$%fV'. N 0) O N E c, Z .. LLJ 00 F' N � d- 00 00o � W W X � o� po o_ooo Qzt,o (n—r7 oo0.) Q' ip W Z O N o O MIR zQ LLJ LU z C> Q M Vi 0 Q W LILJ C/) SCALE 1 "=40' 1"=4' HORIZ VERT DWG.DATE 04/06/18 PROJ. No, 180114 SHEET 11 OF 21 S-1 SHEETS/ 180114—SS.DWG a zw�== oow�� Z�Zo� omg?o 4 Z V Z Z o z��}w s�W V; 0 ��z � C> z C' C) W N Z J h O �Wpz� a LLJ 00 F' N � d- 00 00o � W W X � o� po o_ooo Qzt,o (n—r7 oo0.) Q' ip W Z O N o O MIR zQ LLJ LU z C> Q M Vi 0 Q W LILJ C/) SCALE 1 "=40' 1"=4' HORIZ VERT DWG.DATE 04/06/18 PROJ. No, 180114 SHEET 11 OF 21 S-1 SHEETS/ 180114—SS.DWG +57 78.0, A8 XT #SMC1 06.22 :MH #SMC2 =28+85.31 113 w 0 w w V f 0 27C 269 269 I1OZ� .: 26% 26% 266 SSMH #SMC9 STA=35+30.87 SC = 32+85 SL = 51' Sl = 2683.2 0 '_/ 0- bU 26 UU 26--4U 26 60 29--20 29 60 M__00 30 40 60--80 61--20 31--60 32 00 32-40 32--80 33--20 33--60 34--00 34 40 34--80 35--20 35--60 36--00 36- 6- 00 CN 00 d 2 CO K, _ COCri 00 �, 00 N CIO a _ tD N co C�p�N ICON U ONM+ C� ON'0+ lu O to N 6NM+ U -2 N o 'II - N o �ro 11 u 0000 C.0 C14 Co�� Co c II +� M c II + Jr7 v ``'¢`�' �N� 6Nv'+ s M EXISTING GROUND Mw'�' a�?`"''v �```¢N N 00 M ° i to 00 r- c if C�l+ a J M �I T SEWER LINE a ¢ cn Q N cn cn N cn d to tin — _ — — (n 0 0o a 00 - f- d-o-cn'' cn oo - H- to d-�cn" _ ---------- ---- — — — — — — — 00.7 tn ---- - --- ----- tin awgQ N 14, 01:- __ --- ----- -FT V) d � N - — ----- ---- ---- -- -- FINISHED GROUND AT SEWER LINE N2 4LLJ N N2 � 0 N �N 'W'^^ VI co 3 31.33 10" PVC 0 0.35% LF 1710-05 LF 42.55 LF186.97 10" PVC ® 0.35% d A^" ru rf% rA n 'Zr,*/ 0" PVC 0 0.35 10' PVC @ 0.357. vv v3 N N N 2 CO ori N ori r� N N z �LU Ui n CO t^D N N N Z Z Z N Lo CO N to N II n tl Z C) O � > C0 toN O� O OQ N N S Z TZ O O = Z- C=' °°� E. WOODVILLE DR. 4 7+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 361 � C L Qc-2 o2 O O a v> a> W C N p O Lw V NpE 40 20 0 40 80 120 U > > 0 .i r IA ) 'C' -> > d N pLn U N +C W O F - SCALE IN FEET t) a Q�� N .V O U N� � J L (D Sf 0 } HORIZONTAL SCALE N a 3. �C L��/N..L� N U N 4 2 0 4 8 12 U �p z it n'p E i ` E U /� ^ p N ] N N LLL I L N N w 3 C c rn c „ O � ¢ SCALE IN FEET m Of S o _ w VERTICAL SCALE -C c "- —. Infer z C rtT, U O N U O O V)LL n 3 y-. O v O L in U a o _ N DU W LL o v o o _ c rny a> o y c c p U) o o E2 Z SEWER & WATER KEYNOTE LIST CL O J,_:�� iTEM DESCRIPTION A8 Adaptor, 8, Fig. x MJ ` 3 0 3,,Ui oUN B1 Blow—Off, 2", per Std. (W12) E B2 Blow—Off, 2% per Std. (W13), Including 8" Valve a o U .3 C8 Cross, 8, All Fig. Q ° " " �'� ami 3 � � � m v E3 Elbow, $ , 11 1/4, MJ x Fig. o U ; o E8 Elbow, 8", 11 1/4% MJ w s r o o� U E13 Elbow, 8", 22 1/2', MJ x ng. o E18 Elbow, 8", 22 1/7, MJ �� 5 �oa�� s a c ami "api E o Z H Fre Hydrant Assembly Complete per Std. (W7) & (W9) R13 Reducer, 8"x 6, All Flg. �S1pNAL S1 Single Metered Service Connection, 1", with 3/4" Meter and ��, ZSTE� 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). r S2 Double Metered Service Connection, 1", with 3/4" Meters and 6 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). �?, 0 0 S3 Single Metered Service Connection, 2', with 2" Meter and ��F 9 SGS 2" Meter Setter, per Std. (W4). �'1►r S'T T3 Tee, 8'x 8"x 8", MJ x MJ x Ag. a T7 Tee, 8'x 8x6",MJxMJxAg. T26 Tee, 8"x 8"x 8", All Fig. 3 O P.C.C. Thrust Block (As required even if not shown) W m See Water Note 1 on Title Sheet and ISPWC SD -403 J w zZ z C) z o Z V6 Valve, 6' Gate, Fig. x MJ z J O V O O t - V8 Valve, 8' Gate, Fig. x MJ Z N U W6 Water Main, 6" PVC, C-900 N z CD_ ZZzaw W8 Water Main, 8' PVC, C-900 N o W m w �Z��o After Agency Has Closed Existing Valve 'A', The Contractor Shall = W N1 Remove The Existing Blow—off And Thrust Block To Complete The Interconnection As Shown. O See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. J Q N2 (Adjust Water Line, As Needed, to Maintain Minimum Separation) y oI W o0 N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. �� - M-2700co N4 Extend Water Service Pigtail 5' Past 4" Pirr Main Inside Lot. 00 Lw x W Iron � 2co Z -o 2696 ftsmi V (n Q 00 z CO w z�o LQ0 L 2692 NOTES: 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor IL1 assumes all responsibility for any and all damages caused by his failure to exactly locate and J 2688 preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. Go H 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install 1� 0rr Q service and/or marker as needed. o �o zM M 2684 w z z-+ n U) C) _ �- ONO A Iz of LU 2680 � � N � �,w < W [V�1 � � J O � A w D 2676 IJJ W 3: z W M 0 u) 2672 0 SCALE 1 "=40' 1 "=4' d' LL HORIZ VERT 0 W DWG.DATE 04/06/18 2668 Z> PROD. N0. 180114 0 O SHEET 12 OF 21 M Q w 00<S-2 2664 O z o SHEETS/1 80114 —S S. DWG (SEE SHEET S-2 f Q wQ Q:� __J � I � m _ h M L O n oNc I LL N J > tl C N � O 'D CJ � d N d d d CL' L av m a Y.L O m C O I yam-+ O T d Q }n+1 W O Q I C c 0 i p am rn V ?7 - al a> z C: CwOE :D cc ^` O O i1 E ami _ E U //�� yE> n LL O c b a SEWER & WATER KEYNOTE LIST o r o c T M d' O O .., a Lt, m ITEM DESCRIPTION v'm 2v >o, A8 Adaptor, 8", Fig. x MJ 40 20 0 40 80 120 A/ z U +O+ a O m O B1 Blow -Off, 2", per Std. (W12) 00 .y F B2 Blow -Off, 2", per Std. (W13), Including 8 Valve o •" SCALE IN FEET LL- a o a N DU_Uo2 C8 Cross, 8', All Fig.HORIZONTAL SCALE W �y- o N m > � � N 2 O O Q O O O E3 Elbow, 8", 11 1/4', MJ x Fig. •3 � .� � o .- °' E8 Elbow, 8", 11 1/4% MJ 4 2 0 4 8 12v o o g o: E13 Elbow, 8% 22 1/7, MJ x Fig. 0 o / �z aaao�� a. �- � c o U o Q U E a E18 Elbow, 8", 22 1/2', MJ SCALE IN FEET � H Fire Hydrant Assembly Complete per Std. (W7) & (W9) VERTICAL SCALE 3 n o ¢ a a> 33 o 0 3 N O U to R13 Reducer, 8'x 6', All Fig. �Te%t` N Single Metered Service Connection, 1", with 3/4' Meter and Z C L o S1 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). Q a U Double Metered Service Connection, 1% with 3/4" Meters and S2 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). o S3 Single Metered Service Connection, 2', with 2' Meter and t a o O O D V 2" Meter Setter, per Std. (W4). T3 Tee, 8'x 8"x 8', MJ x MJ x Fig. T7 Tee, 8'x 8"x 6', MJ x MJ x Fig. N U \ ��o��w z T26 Tee, 8"x 8"x 8", All Fig. NOTES: 1. The locations of existing underground utilities are shown in an approximate way only. The contractor S10Nn G' �� P.C.C. Thrust Block (As required even if not shown) �,5 iSTE l O See Water Note 1 on Title Sheet and ISPWC SD -403 shall determine the exact location of all existing utilities before commencing work. The contractor off, ��,� assumes all responsibility for any and all damages caused by his failure to exactly locate and V6 Valve, 6" Gate, Fig. x MJ preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. V8 Valve, 8' Gate, Fig. x MJ 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install W6 Water Main, 6" PVC, C-900 service and/or marker as needed. �F / l W8 Water Main, 8' PVC, C-900 After Agency Has Closed Existing Valve "A", The Contractor Shall S Remove The Existing Blow -off And Thrust Block To Complete r W W � F - The Interconnection As Shown. w >Z -o See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. o w o N2 (Adjust Water Line, As Needed, to Maintain Minimum Separation) m w Z N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. z z Z z Q o N4 Extend Water Service Pigtail 5' Post 4" Pirr Main Inside Lot. z o Cn O Z O O Z O C7 CJ Z CD n W W > � W Z m m 3 I ------------- ----- #POWEf7F ------------- -------------- -FUT-6"PIR----------------P--- - E. - 12 PUC—�P!/C— E. X — —8P1 .G. E. — �8gff _X_ E G. -------------------------------------------- ---------------------------------------------------- 27C 26c, 26� PON 26i 26i K womi 111111114 bU S5 2U S5 6U 66 UU 66--4U 66--80 37 20 37--60 38--00 38--40 38--80 39--20 39 60 40--00 40--40 40--80 41 �C> O—co 1_684 0:2z m C DO O ozwg� ON I '_680 C O - m vs VL N I U (n ?676 0 N 0 U SZto w �. U) z Q d00 _ 0000 W '_672 z 0 O � N M to + w vD 00 et t0 LQ co01 CO ON -4 COto CO + 0 Z U II + �w�� 11 SCALE 1 "=40' 1 "=4' HORIZ VERT 1_668 0 0 ^� SON DWG.DATE 04/06/18 PROD. NO. 180114 Z > U 11 }N 64 0 1— C'J � z o En 30 SHEETS/ 180114-SS.DWG clit►� C6 N co -F+'� EXISM GROUND `N `- N=E +'r AT SEWER LINE _ ---- ----- =E ce` ¢N `2 i0' ¢N —-------- J� — — — — — FINISHED GROUND AT SEWER UNL N2 J N N2 4 J N � tr � ' 31.33 194.17 LF, /_1 0" PVC 0 0.357. 303.CO LF 10" PVC 0 0.35% 10" PVC.0 0.35% M Q 00 V) Z (/) �.�. N v O N O N N co co co � n � N to N II 11 Z s N N O ZLl 11 ZZ �_ C) — — 00 r - o E II 000 0 S CUB LA WAY 4 ; F80 35+20 35+60 36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41 +z womi 111111114 .J O O 000 y 0 LNco CA 0 WLdx ? 696 .� �C> O—co womi 111111114 O ZalO � Cz O Q � No � Of'i CA z � oS' i, ?692 �— 0 N o 0 '_688 W Z O 1_684 0:2z m 06 ozwg� '_680 ~ m vs VL N I U (n ?676 0 Zi W O A 0 U w �. U) z Q W '_672 z 0 w vD 00 b 0 0 LL SCALE 1 "=40' 1 "=4' HORIZ VERT 1_668 0 0 0 00 DWG.DATE 04/06/18 PROD. NO. 180114 Z > SHEET 13 OF 21 O 13- o 64 0 1— S-3 � z o SHEETS/ 180114-SS.DWG J (SEE SHEET S-1 E8 TB c \ 4"PIRR N2 V8 TB T3 \ E8 '-A W8 W8 .�x N2 Gr W8 TB F TB W6 TB A .9 LF V6 H V8 V8 T7 C8 A8 A8 BLK.2 ''W8 E8 TB SC = 32+85 lc• SL = 51' N3 SI = 2683.2 TB E8 S2 • .+ F__T____I 9. 19 TB TB H 20 V6 T7 SC = 39+27 ' SL = 47' SI = 2682.6 S1 13 ® 13 • � 109 LF SSMH #SMC10B_ STA=40+16.20_ 2 269 269 oo 267 267 266 L SC = 40+16.20 SL=42' SI = 2682.2 18 4"PIRR 4"PIRR BLK.2 21 22 23 SC = 38+69 SC = 38+01 SC = 37+40 SL=47' SIL =47' SL=47' SI = 2682.9 SI = 2683.1 SI = 2683.4 S2 S2 N3 N3 N3 337 LF E. RENWICK CT. } 8a N o 38+00 -)f 00 S2 SC = 37+01 SL=44' SI = 2683.5 13 (SEE SHEET S-2 N2 N2 11 SC = 34+29 19 o SL = 54' cn N3 SI = 2683.0 � S2 TB ' , -'- SC = 34+92 12 24 TB N3 SL = 54' S! = 2683.3 SC = 36+56 H SL = 47' E8 TB SI = 2683.7 V6 A- TB TB T7 - N3 Eg W6 15' SSMH #SMC9 _ -,- STA=35+30.87 9 LF. .- ` N2 '26 A8 V8 V8 TB 51 LF 8„W 23 LF J SC = 35+59 1 T W8 SL = 52' 8T M N3 SI = 2683.6 36+00 90 E8 TB o S2 o N3 M SSMH ISMC10 N3 SC = 36+15 S1 STA=35+66.20 SL = 54' SC = 36+32 Dor SI = 2683.8 SL = 44' W8 SI = 2683.8 12 0 `• U V; N3 SC = 36+79 SL = 54' SI = 2684.1 some SEE SHEET S-3 -U 4U 4U UU 39 :. ZU ,56 bU Jd 4U J8 Uu 3/ N3 N3 S2 36--40 SSMH #SMC10A 35 60 35 S2 STA=37+91.20 SC = 39+59 SL = 44' SC = 38+95 SC = 38+30 SC = 37+65 SL = 44' SL = 44' SL = 44' SI = 2682.5 SI = 2682.8 SI = 2683.0 SI = 2683.3 17 16 15 14 S2 SC = 37+01 SL=44' SI = 2683.5 13 (SEE SHEET S-2 N2 N2 11 SC = 34+29 19 o SL = 54' cn N3 SI = 2683.0 � S2 TB ' , -'- SC = 34+92 12 24 TB N3 SL = 54' S! = 2683.3 SC = 36+56 H SL = 47' E8 TB SI = 2683.7 V6 A- TB TB T7 - N3 Eg W6 15' SSMH #SMC9 _ -,- STA=35+30.87 9 LF. .- ` N2 '26 A8 V8 V8 TB 51 LF 8„W 23 LF J SC = 35+59 1 T W8 SL = 52' 8T M N3 SI = 2683.6 36+00 90 E8 TB o S2 o N3 M SSMH ISMC10 N3 SC = 36+15 S1 STA=35+66.20 SL = 54' SC = 36+32 Dor SI = 2683.8 SL = 44' W8 SI = 2683.8 12 0 `• U V; N3 SC = 36+79 SL = 54' SI = 2684.1 some SEE SHEET S-3 -U 4U 4U UU 39 bU 39 ZU ,56 bU Jd 4U J8 Uu 3/ 60 31--20 36--80 36--40 36--00 35 60 35 0 0 oc J • J Z m J 0 Ldz z n b- U ON U') - 0[- 3f: LLJ O Iw- W N z ~ A O M N w (7) z Q 00C�l 00p CrU)� W � w w z 00 M co OO C> eq 00_y cn U O N M ONS+ U O (�!/ = II O +O 1-1 o 0SCALE U ONO+ p 1 "=40' HORIZ 1 "=4' VERT OILL W = 11 + FINISHED G GROUND PROJ. No. 180114 Z O M SHEET 14 OF 21 � ? if o w IIN AT SEWER NE tii Cnn��c¢�nC v, 11 cn V) 00- zo cn ao rQ- SHEETS/ 180114-SS.DWG cn V) d-(ifV) --- -_'-_ --- EXISTING GROUND AT SEWER UNE 4 ' 221.00 LF I " PVC 0 0.757 22100 LF Cn -8" PVC 0 0.75% Mco O 000 N00 CO i--� LU 3 Q N ->� Z o CO00 Cp CD N Z en Z N N II II r- � c) C Co �coto Cp N N N 00= 00 Co E. REINWICECA CT. o 10. 0 .0+40 40+00 39+60 39+20 38+80 38+40 38+00 37+60 37+20 36+80 36+40 36+00 35+60 35+, S2 696 ?692 SIM >_676 ?672 14 15 N. 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE SEWER & WATER KEYNOTE LIST {TEM DESCRIPTION A8 Adaptor, 8 Fig. x MJ B1 Blow -Off, 2", per Std. (W12) B2 Blow -Off, 2", per Std. (W13), Including 8" Valve C8 Cross, 8", All Flg. E3 Elbow, 8", 11 1/4', MJ x Flg. E8 Elbow, 8", 11 1/4% MJ E13 Elbow, 8, 22 1/2', MJ x Fig. E18 Elbow, 8", 22 1 IT, MJ H Fire Hydrant Assembly Complete per Std. (W7) & (W9) R13 Reducer, 8"x 6", All Fig. S1 Single Metered Service Connection, 1', with 3/4' Meter and 3/4' Meter Setters, per Std.s (W1), (W2) and (W5). S2 Double Metered Service Connection, 1", with 3/4" Meters and 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). S3 Single Metered Service Connection, 2", with 2" Meter and 2" Meter Setter, per Std. (W4). T3 Tee, 8"x 8"x 8% MJ x MJ x Flg. T7 Tee, 8"x 8"x 6% MJ x MJ x Flg. T26 Tee, 8"x 8"x 8% All ng. P.C.C. Thrust Block (As required even if not shown) See Water Note 1 on Title Sheet and ISPWC SD -403 V6 Valve, 6' Gate, Ag. x MJ V8 Valve, 8" Gate, Flg. x MJ W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 After Agency Has Closed Existing Valve "A", The Contractor Shall N1 Remove The Existing Blow -off And Thrust Block To Complete The Interconnection As Shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Adjust Water Line, As Needed, to Maintain Minimum Separation) N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. N4 Extend Water Service Pigtail 5' Past 4" Pirr Main Inside Lot. NOTES: 1. The locations of existing underground utilities are shown in on approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install service and/or marker as needed. 4) U) -0 L �_acv O O c a `o > > LL +;� O.L.+ > O_ O N V a aE _ vi v Cl) > c .� a>> ° Q O N N O p a � L) L N T Cl - O �✓ O+ N U a Oi +-' to �' Q to U �W�_ �_ Z C• C O E ..'_.. y ` O a a�t> ^ m O v cn c v rn Q M ; `oL aw m 2 O O 3 O h m Z v L O 00 N N y C ILC `o 3 0 F- � � DU� Uo� W Z) a m > a> >X -' �o_aaoo 0� o 3 6 c N O o p ! 1 Z D_ 4 a O •� •U CL0 Doo�� o � �a QU°J c o C V d 3 p a O¢ p 1-�o . T Heo=•�>=�3� AE5 C � U � C w I_ o'o a � z 5S1pNAL ��rG � cAA '��o a m 0 ¢ S J 0 0 3 0 Qf J W CD Z Z D ~ J W Z U Z Z N Q Z O 0 >- w Z M O O Z N 0 2 �•- J � U Z cn oNZo� z �Z w oZmm3 O z a o o rn 0 co Ld 00 H N I oc o ��C) 00 CN o W X W �O`` Uoo C) O O moor V azo Cz o C) W00 O z � rn c o 0 a W J_ 0 0 oc CL Z m 0 Ldz z O_ b- U z ~ 0[- 3f: LLJ Iw- W 0 z ~ A O F_ U w (7) z Q CrU)� W � w w z 00 0 cn rr 1-1 o 0SCALE 1 "=40' HORIZ 1 "=4' VERT OILL W co DWG.DATE 04/06/18 PROJ. No. 180114 Z O SHEET 14 OF 21 0 o M 00< Q tii S-4 0 L zo SHEETS/ 180114-SS.DWG IA=J I taL.LU 3.12 SEE SHEET S-1 SC = 33+15 SL = 53' SI = 2683.4 4' St Sl SI co I 8"W E. MURCHISON ' W m 3LLd :.. SC = SL = SI = 4"PI in I 269 269 267 267 266 266 N. 270 267 267 266 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE -5--2U Cl 62 du 62--4U .52 UU J1 6U S 1 4 UU 64--40 .54 FINISHED GROUND ZU 65 6U S6 UU SU 4U S6 6U 6/--20 S / AT SEWEf UNE -' O H J W J li 0 • J cV 00 � 0�C6>- p w O � + p r7 Q c a 2:r rn O Q z WpZp�m3 .: 0(] c ^ LL' 1 � C co 06 to O N U to N t0 N N CD 0 Ui 0 (D O Z5 I>>I NN N -A-- t N C II i - w CL N a U 9 1.a7 J W p U } W p o rn d Q A L N I �F-� CnF-LYNN Naomi (n d M(nCn U) ma EXISTING GROUND OR --- 00 00 O MO Nco -q:U- AT SEWER UNE OtlNg4I_ ZS Z pr� 1 •- Md J C3C 0 0 UN� m�00o_aW �W�iM I! Cn f\(n O O SCALE 1 "=40' 1 "=4' VERT OHORIZ 3 N a� U O p i- ML +N p to II NO. 180114 z U II N (0 SHEET 15 OF 21 0 O_ o a� c" + 00 D(ISTING GROUND w L11 61 N8 O o �N �s� — z � 0 II + o�N �I W� o2°'N AT SEWER UNE a ¢�,, 54.19 LF 00 cn �Mcn� ---- _ —``— C N " PVC ® 0.41 % PJM 11 a C C d -N •� rn co N st�NCz � ___ �� ZCL `-'-- too t (/) ^W W �� 1 ��c~n----- N ---- — _7F U _ Z ^ h � � a �� N y-¢ a c _ - 1 U c 00 II Z II II II Z - Z >Z Z a N v p x L o cc --.c-� O c - E 00 " '0 co _ N U N 3 co AT SEWER UNE S. PIONE R TRAIL AY 4 W :5 ' 13+20 32+80 32+40 32+00 31+60 31 +Z o 696 ?692 • ?676 ?672 ?664 0 SEWER & WATER KEYNOTE LIST ITEM DESCRIPTION A8 Adaptor, 8", Fig. x MJ B1 Blow—Off, 2", per Std. (W12) B2 Blow—Off, 2 per Std. (W13), Including 8" Valve C8 Cross, 8% All Fig. E3 Elbow, 8", 11 1/4% MJ x Fig. E8 Elbow, 8", 11 1/4`, MJ E13 Elbow, 8", 22 1/2`, MJ x Fig. E18 Elbow, 80, 22 1/27, MJ H Fire Hydrant Assembly Complete per Std. (W7) & (W9) R13 Reducer, 8"x 6", All Fig. S1 Single Metered Service Connection, 1 ", with 3/4" Meter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W5). S2 Double Metered Service Connection, 1', with 3/4" Meters and 3/4" Meter Setters, per Std.s (W1), (0) and (W5). S3 Single Metered Service Connection, 2", with 2" Meter and 2" Meter Setter, per Std. (W4). T3 Tee, 8"x 8"x 8", MJ x MJ x Fig. T7 Tee, 8"x 8"x 6", MJ x MJ x Fig. T26 Tee, 80x 8"x 8", All Fig. O P.C.C. Thrust Block (As required even if not shown) See Water Note 1 on Title Sheet and ISPWC SD -403 V6 Valve, 6" Gate, Flg. x MJ V8 Valve, 8" Gate, Fig. x MJ W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 After Agency Has Closed Existing Valve "A", The Contractor Shall N1 Remove The Existing Blow—off And Thrust Block To Complete The Interconnection As Shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Adjust Water tine, As Needed, to Maintain Minimum Separation) N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. N4 Extend Water Service Pigtail 5' Past 4" Pirr Main Inside Lot. NOTES: 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install service and/or marker as needed. 1 bU 62 UU ,5Z 4U ,5Z bU 66 ZU 36--60 64 UU 64--40 .54 6U S5 ZU 65 6U S6 UU SU 4U S6 6U 6/--20 S / E Z Uj Z Z v E O H J W J li 0 • C= 0�C6>- p w O N + CD Q c a 2:r rn O Q z WpZp�m3 L Z O oZa LL' V a ao �'o CD 0 Ui 0 (D U �✓f w CL N a U 9 .0 . I O C } o rn d Q A L r7 co � (- SoZZo , U) ma z Q OR =0 om C N 00 00 O MO Nco -q:U- OtlNg4I_ ZS Z pr� O •- Md C3C 0 0 UN� m�00o_aW �W�iM I! f\(n O O SCALE 1 "=40' 1 "=4' VERT OHORIZ 0 N a� U O p i- ML +N p to II NO. 180114 z U II N (0 SHEET 15 OF 21 0 O_ o a� c" + 00 D(ISTING GROUND w L11 61 N8 O o �N �s� — z � 0 II + o�N �I W� o2°'N AT SEWER UNE a ¢�,, �ooQoo 00 cn �Mcn� ---- _ —``— C N rn PJM 11 a C C d -N •� rn co N st�NCz � ___ �� ZCL `-'-- (� 0 E O a U V C pl N LLJN = Wig 1 ��c~n----- ---- — _7F U _ a �� N y-¢ a c _ - 2V 3 v 0 3 N p U U - FINISHED GROUND a N v p x L o cc --.c-� O c - E N U N 3 o -0 3 o a p v> AT SEWER UNE a� N N O O i W :5 -.+ T E \a L h C N U O J a0 N N2 3 >- 0 112.37 LF LF " 0.757 8" arc 0.7 209.2 LF ^ Z 8" PVC o 0.75% o 98. 3 LF 8" PVC 0 0.75% z v Z (`n W co � en^ tD N ^ ^ 3 n ZCO N N r_ r-� niq n tD to N N r11 . 1 Z N Z :z N v j co coO N N N Z >> Z � . cc wi ri un co CO r- r- to> = Z Z O O = 00 ori �n cri I -2— -r\ n un_ ^ co N N II Z >z - - 00 N N N � - — _ 00 II II II Z =>z II Z M O > Z 00 C> z -0c) S. P ONEER TRAIL WAY - _ = _ 00 00 00 1 +60 32+00 32+40 32+80 33+20 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 36+80 37+20 37+E _° 00 ?696 ?692 • ?676 ?672 M G�iSTE��j Y �- W nJ -C C N 1] C N o z ~ L 2 a� 00 _ C a LL N O p U Z PM4 Z Uj Z Z v E O H J W J li 0 • C= 0�C6>- p w O N + CD Q c a 2:r rn O Q z WpZp�m3 L Z O oZa LL' V a ao �'o 0 (D U �✓f w CL N a U 9 .0 . I O C } O0101011O C N a O Q A L Q (!a ,— U U) ma z Q =0 om C N N) "'R,—o o9._L ZS Z 'aa rn o O O C/) _r m�00o_aW Q m O .�� SCALE 1 "=40' 1 "=4' VERT OHORIZ 0 DWG.DATE 04/06/18 PROD. NO. 180114 z 0 (0 SHEET 15 OF 21 0 O_ o r1Z ��=a o C U NO 00 w h _ v_ o '3': (nom u 3a LLQo��LE N � O o U N-o—in > z SHEETS/180114-SS.DWG W� o2°'N �ooQoo >� C 3 Of C C d -N •� �UUva`v ZCL `-'-- (� 0 E O a U V C pl N U _ a N y-¢ a c 2V 3 v 0 3 N p U U Q a N v p x L o cc --.c-� O c - E N U N 3 o -0 3 o a p v> a� N N O O i W :5 -.+ T E \a L h C N U O a0 G�iSTE��j Y �- W nJ o z ~ 0 0 o T� VS a Z PM4 Z Uj Z Z O H J W J li 0 • C= 0�C6>- p w O z o�Zo" CD zm Q z WpZp�m3 L Z O oZa LLJ T� VS Z PM4 LL O • rr 0�C6>- zm Q z O•'^/J LL' O LU 0004 celQ O O0101011O A L Q (!a ,— U � z Q rr VL LU W Z O C/) _r O SCALE 1 "=40' 1 "=4' VERT OHORIZ 0 DWG.DATE 04/06/18 PROD. NO. 180114 z 0 (0 SHEET 15 OF 21 0 O_ o m Q � O o z SHEETS/180114-SS.DWG SEE SHEEP S-1 (SEE SHEEP S-5 SEE SHEET S-3 27C 269 269 •: •i 267 267 266 14 6u 6b--20 6b 6U 6b--00 615-40 6b 6u 61--20 6/ --bo 6b--00 66-40 68--80 69--20 69--60 40--00 40--A p y O w lr` i �JwmZ 0 00 N 0 3 a Zz N zao>Z Of 0 O z C6 Z N O '- C)UN po p a Ld Z z z o �NZo� o `% Y E N O OO Q O O 0 � ~ rC) F_ / li L d C -.+ � a O N o 00 W ON4 C4 Z o m Of ' �; �Awo 0-a 00 N z •coin `o Q Q Q '0 N U C N N o N LC U U) acc `o '^ v1 L1J z cp U 0Nt�i^- 0� O O O a 11 + U) 2 U �NpM 0 3 8 ` o .sem. ANISHED GROUND 1 "=40' 1 "=4' HORIZ VERT �cy �0.4- o O (n Z5 Lb K' v N0. 180114 z O EXISIING 'ROUND AT SEWER UNE O 0 � o = e- w u cn AT SEWER UNE N Q 0 ui A a N U N LL 0 o V 3 d N O N N M $Q' ¢ N � � U O SHEETS/ 180114—SS.DWG Vi d- 8::N W \.N- a � o tN d�NN c c N a p W ��V)N N y L N a N IL- V) O z N2 0 N 4 ; Go a'YVC 0 1.00% 2.00 LFZv 1.00% �CqCq a'NrC 0 00cnCO 00 cn CO CD N p O II ? ? O -: 00 00� CO to N N > N N Z C/) LU u v v II Z a 00 Cq 06 00 co o> to N N N �Z a0 II II II z co >Z A 00 00 00 E MU CHIS N ST 14+80 35+20 35+60 36+00 36+40 36+80 37+20 37+60 38+00 38+40 38+80 39+20 39+60 40+00 40+q .0 700 ?696 ?692 •.• ►,M, '•:1 ?676 672 FJ 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE SEWER & WATER KEYNOTE LIST I1L! ck Adaptor, 8°, Fig. x MJ Blow—Off, 2", per Std. (W12) Blow—Off, 2', per Std. (W13), Including 8' Valve Cross, 8", All Fig. Elbow, 8', 11 1/4% MJ x Flg. Elbow, 8', 11 1/4, MJ Elbow, 8', 22 1/2', MJ x Fig. Elbow, 8% 22 1/2', MJ Fire Hydrant Assembly Complete per Std. (W7) & (W9) Reducer, 8'x 6', All Fig. S1 Single Metered Service Connection, 1 ", with 3/4" Meter and 3/4' Meter Setters, per Std.s (W1), (W2) and (W5). S2 Double Metered Service Connection, 1", with 3/4" Meters and 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). S3 Single Metered Service Connection, 2% with 2' Meter and 2" Meter Setter, per Std. (0). T3 Tee, 8"x 8"x 8', MJ x MJ x Fig. T7 Tee, 8"x 8"x 6", MJ x MJ x Fig. T26 Tee, 8'x 8'x 8, All Ag. O P.C.C. Thrust Block (As required even if not shown) See Water Note 1 on Title Sheet and ISPWC SD -403 V6 Valve, 6' Gate, Fig. x MJ V8 Valve, 8" Gate, Flg. x MJ W6 Water Main, 6' PVC, C-900 W8 Water Main, 8' PVC, C-900 After Agency Has Closed Existing Valve 'A', The Contractor Shall N1 Remove The Existing Blow—off And Thrust Block To Complete The Interconnection As Shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Adjust Water Line, As Needed, to Maintain Minimum Separation) N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. N4 Extend Water Service Pigtail 5' Past 4' Pin- Main Inside Lot. NOTES: 1. The locations of existing underground utilities are shown in an approximate way only. The contractor shall determine the exact location of all existing utilities before commencing work. The contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install service and/or marker as needed. N SS�ONAL ��G' TE•R,�,�f� a c N�aa.o 2 LJJ >z�o oo�3r= N a ... fi Z p y O w lr` i �JwmZ 0 00 N 0 3 a Zz N zao>Z LL 0 O z C6 Z N O '- C)UN po p a Ld Z z z (Y_ �NZo� o `% Y E N O OO Q O O 0 � ~ rC) F_ / li L d C -.+ � a O N � W ON4 C4 Z o m Of o s O �Awo 0-a LLJZ z •coin `o Q Q U C N N rr U) '^ v1 L1J z O O O Q U) 0 3 8 ` o .sem. SCALE 1 "=40' 1 "=4' HORIZ VERT O Q O PROJ. N0. 180114 z O SHEET 16 OF 21 O 0 � o p N Q 0 ui A a N U N LL 0 o V 3 d N O N N Z N � � U O SHEETS/ 180114—SS.DWG N U O L C O O D W \.N- a � o c c N a p -o p � C vL-+ Q• 3 N y L N a N IL- V) O z SS�ONAL ��G' TE•R,�,�f� ca j y CC O W W Z Cz O ft IJ4 y LLJ 00 N D 4- 00 00 o �00 C14 W Wx �O po O o Qzao V)Qrr) O C) rn 00 zoo LJJ >z�o oo�3r= omo?o Z w �JwmZ 0 • 0 3 F r w =z Zz zao>Z 0 O z C6 Z N O '- Z 0z Ld Z z z (Y_ �NZo� o �z ZZZdw � 0 � ~ rC) F_ r w 3 m W ON4 C4 Z o m Of o z r o �Awo z (~y o LLJZ ca j y CC O W W Z Cz O ft IJ4 y LLJ 00 N D 4- 00 00 o �00 C14 W Wx �O po O o Qzao V)Qrr) O C) rn 00 zoo LJJ Z O 0 • z C6 06 0z Ld Z z �o- (Y_ o � 0 � ~ rC) F_ ON4 C4 o �Awo z (~y o LLJZ Q rr U) '^ v1 L1J z LU O U) O 'q' O LL SCALE 1 "=40' 1 "=4' HORIZ VERT O Q DWG.DATE 04/06/18 PROJ. N0. 180114 z O SHEET 16 OF 21 O 0 � o 0° Q 0 ui S-6 LL 0 o Z SHEETS/ 180114—SS.DWG 71.00 LF 18" PVC (TOP -HALF PERFORATED)43.70 LF 18" PVC 0 0.00% 0 0.00% "' / iMW------ SB #P1C-1 DI #P1 C-2 Imo- 77' 71.00 LF 12" PVC 43.72 LF 12" PVC (PERFORATED) 0 0.00% 0 0.00% rl Nn� q------ - ----.-_--•--�-`i�--__---- �__-__--__----s--� �� • . --.._.._.._.._.._----------- E. TACONIC DR. EP ZZ t: - _ ! r _ _ ------ - _ _ ._ • - - ---ate '- ._® _ "aL- .... - .... _ .. _ _ _ . o� - L. rrvvuvlur URICol o - 2.25 LF 12" PVC N GRATE= 2686.53 TBC= 2686.80 6 B L E. REI -1 - An 40 20 0 40 80 120 SCALE IN FEET STORM DRAIN DATA (SEEPAGE BED #P1C-1) DI #P1C-1 CL STA. 10+47.00, OFFSET 15.5' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2685.31 12" INV. OUT= 2683.00 30.17 LF OF 12" AWWA C-900 PVC S=-0.66% TO DI #P1C-2 Q(25)= 0.83 cfs V(25)= 1615 cf Q(100)= 1.18 cfs V(100)= 2246 cf STORM DRAIN DATA (SEEPAGE BED #P1C-3) DI #P1C-5 TBC STA. 1+57.75, 1.00' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2686.54 12" INV. OUT= 2683.50 1.75 LF OF 12" PVC 0 S=-5.71% TO MH #P1 C-3 Q(25)= 1.61 cfs V(25)= 3055 cf Q(100)= 2.68 cfs V(100)= 4251 cf STORM DRAIN DATA (SEEPAGE BED #P1C-6) DI #P1C-9 CL STA. 13+75.62, OFFSET 15.5' RT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -601, WITH 1' SUMP GRATE= 2686.52 12" INV. OUT= 2683.80 30.17 LF OF 12" AWWA C-900 PVC ® S=-0.66% TO DI #P1C-10 Q(25)= 0.51 cfs V(25)= 782 cf Q(100)= 0.81 cfs V(100)= 1089 cf / DfJ PIC -10 5.00 LF 12 " -' " PVC DI #P1 C-2 TBC STA. 1+57.82, 3.50' RT STA= 13+75.2 0 2.00% CL STA. 10+47.00 OFFSET 15.5' RT 48"0 MANHOLE, SHALLOW MANHOLE GRATE= 2686.552 \ 15.5' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TYPE I - RAISED INVERT TBC= 2687.00 SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP ISPWC SD -615A W/ 2' SUMP 30.17 LF 12" AWWA SUMP GRATE= 2685.31 RIM= 2686.86± (MATCH SIDEWALK) C-900 PVC 0 0.66% ' / 12" INV. IN= 2683.40 (FROM DI #P1 C-5) DI JP1C-9 687971.2 12" INV. OUT= 2682.70 (TO MH#P1C-1) 12" INV. OUT= 2684.20 (TO MH #P1C-7) \ STA= 13+75.62 • . 4 2.25 LF OF 12" AWWA C-900 PVC 22.00 LF 12" PVC 0 S=-0.45% TO MH #P1C-7 / GRATE= 2686.52 TO MH #P1C-10 0 S=-4.44% TO MH #P1C-1 18" INV. OUT= 2682.90 (TO SB #P1C-3) TBC= 2687.00 687787.8 2463507.0 22.79 LF 18" PVC @ S=-0.00% TO SB #PIC -3 2.25 LF 12" PVC 25)= 1478 cf Q(25)= 0.91 cfs V(25)= 18" INV. 0 SB #P1C-3= 2682.90 Q(100)= 1.44 cfs V(100)= / 0 4.44% Q(100)= 1.30 cfs V(100)= 2056 cf \ / MH p1C-10 STA=13+75.62 RIM= 2687.06 Q O� 19.12 I PER ACHD SUPPLEMENT TO THE ISPWC SD -627. �4, OO•- a' c ,5Q- i rl Nn� q------ - ----.-_--•--�-`i�--__---- �__-__--__----s--� �� • . --.._.._.._.._.._----------- E. TACONIC DR. EP ZZ t: - _ ! r _ _ ------ - _ _ ._ • - - ---ate '- ._® _ "aL- .... - .... _ .. _ _ _ . o� - L. rrvvuvlur URICol o - 2.25 LF 12" PVC N GRATE= 2686.53 TBC= 2686.80 6 B L E. REI -1 - An 40 20 0 40 80 120 SCALE IN FEET STORM DRAIN DATA (SEEPAGE BED #P1C-1) DI #P1C-1 CL STA. 10+47.00, OFFSET 15.5' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2685.31 12" INV. OUT= 2683.00 30.17 LF OF 12" AWWA C-900 PVC S=-0.66% TO DI #P1C-2 Q(25)= 0.83 cfs V(25)= 1615 cf Q(100)= 1.18 cfs V(100)= 2246 cf STORM DRAIN DATA (SEEPAGE BED #P1C-3) DI #P1C-5 TBC STA. 1+57.75, 1.00' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2686.54 12" INV. OUT= 2683.50 1.75 LF OF 12" PVC 0 S=-5.71% TO MH #P1 C-3 Q(25)= 1.61 cfs V(25)= 3055 cf Q(100)= 2.68 cfs V(100)= 4251 cf STORM DRAIN DATA (SEEPAGE BED #P1C-6) DI #P1C-9 CL STA. 13+75.62, OFFSET 15.5' RT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -601, WITH 1' SUMP GRATE= 2686.52 12" INV. OUT= 2683.80 30.17 LF OF 12" AWWA C-900 PVC ® S=-0.66% TO DI #P1C-10 Q(25)= 0.51 cfs V(25)= 782 cf Q(100)= 0.81 cfs V(100)= 1089 cf MH #P1C-1 STA. 10+47.00, 20.50' RT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2685.64± (MATCH SIDEWALK) 12" INV. IN= 2682.60 (FROM D! #P1 C-2) 12" INV. OUT= 2682.50 (TO MH #P1C-2) 45.18 LF 12" AWWA C-900 PVC 0 S=-0.447. TO MH #P1C-2 MH #P1C-2 STA. 12+43.54, 1.38' RT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2686.29± (MATCH PAVEMENT) 12" INV. IN= 2682.30 (FROM MH #P1C-1) 12" INV. OUT= 2683.10 (TO MH #P1 C-3) 14.50 LF 12" PVC 0 S=-0.69% TO MH #P1 C-3 18" INV. OUT= 2681.80 (TO SB #P1 C-1) 47.30 LF 18" PVC 0 S=-0.00% TO SB #P1C-1 18" INV. 0 SB #P1C-1= 2681.80 MH #P1C-3 STA. 12+62.06, 0.45' RT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2686.39± (MATCH PAVEMENT) 12" INV. IN= 2683.00 (FROM MH #P1C-2) 12" INV. OUT= 2682.9 (TO SB #P1C-1) 43.72 LF 12" PVC @ S=-0.00% TO SB #P1C-1 12" INV. @ SB #P1C-1= 2682.90 SB #P1C-1 SEEPAGE BED PER ACHD STD. DWG., BMP 21 771, 31.5'W, 4.6'D TOP OF BED (ROCK)= 2685.10 BOTTOM OF BED (ROCK)= 2680.50 71 LF 18" PVC (TOP -HALF PERFORATED) 0 S=0.007. (FROM MH #P1C-2) 71 LF 12" PVC (PERFORATED) 0 S=0.00% (FROM MH #P1C-3) GROUNDWATER= 2680.5± (SEE SHEET DT -2 FOR SEEPAGE BED DETAILS) MH #P1C-7 TBC STA. 1+34.11, 6.27' RT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2687.01± (MATCH SIDEWALK) 12" INV. IN= 2684.10 (FROM MH #P1 C-6) 12" INV. OUT= 2684.00 (TO SB #P1 C-3) 22.79 LF 12" PVC ® S=-0.00% TO SB #P1C-3 12" INV. 0 SB #P1C-3= 2684.00 SB #P1C-3 SEEPAGE BED PER ACHD STD. DWG., BMP 21 541, 44'W, 4.6'D TOP OF BED (ROCK)= 2685.60 BOTTOM OF BED (ROCK)= 2681.00 48 LF 18" PVC (TOP -HALF PERFORATED) S=0.00% (FROM MH #P1 C-6) 48 LF 12" PVC (PERFORATED) 0 S=0.00% (FROM MH #P1 C-7) GROUNDWATER= 2681.0± (SEE SHEET DT -2 FOR SEEPAGE BED DETAILS) ACHD NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 FEET FROM ALL STORM DRAIN FACILITIES. 2. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE MARKERS PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. MH #P1C-10 STA. 13+75.62, 20.5' LT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2687.06± 12" INV. IN= 2683.40 (FROM DI #P1 C-10) 12" INV. OUT= 2684.20 5 LF 12" PVC 0 S=-2.00% TO MH #P1C-11 18" INV. OUT= 2682.90 (TO SB #P1C-6) 19.12 LF 18" PVC 0 S=-0.00% TO SB #P 1 C-6 18" INV. 0 SB #P1 C-6= 2682.90 MH #P1C-11 STA. 13+67.06, 20.5' LT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2687.03± 12" INV. IN= 2684.10 (FROM DI #P1 C-10) 12" INV. OUT= 2684.00 (TO SB #P1C-6) 19.22 LF 12" PVC 0 S=-0.00% TO SB #P1C-6 12" INV. 0 SB #P1 C-6= 2684.00 SB #P1C-6 SEEPAGE BED PER ACHD STD. DWG., BMP 21 1061, 16.5'W, 4.6'D TOP OF BED (ROCK)= 2685.60 BOTTOM OF BED (ROCK)= 2681.00 100 LF 12" PVC (PERFORATED) 0 S=0.00% (FROM MH #P1C-11) 100 LF 18" PVC (TOP -HALF PERFORATED) 0 S=0.00% (FROM MH #P1C-10) GROUNDWATER= 2681.0± (SEE SHEET DT -2 FOR SEEPAGE BED DETAILS) ffolm1116INIU_'miDIII R CONTROL POINTS MH #P1C-6 NE CORNER SECTION 32 DI #P1 C-2 TBC STA. 1+57.82, 3.50' RT DI #P1 C-10 688,459.2 2,464,891.9 CL STA. 10+47.00 OFFSET 15.5' RT 48"0 MANHOLE, SHALLOW MANHOLE CL STA. 13+75.62, OFFSET 15.5' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TYPE I - RAISED INVERT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP ISPWC SD -615A W/ 2' SUMP TO ISPWC SD -601, WITH 1' SUMP GRATE= 2685.31 RIM= 2686.86± (MATCH SIDEWALK) GRATE= 2686.52 M W#4 12" INV. IN= 2682.80 (FROM DI #P1 C-1) 12" INV. IN= 2683.40 (FROM DI #P1 C-5) 12" INV. IN= 2683.60 687971.2 12" INV. OUT= 2682.70 (TO MH#P1C-1) 12" INV. OUT= 2684.20 (TO MH #P1C-7) 12" INV. OUT= 2683.50 2463630.3 2.25 LF OF 12" AWWA C-900 PVC 22.00 LF 12" PVC 0 S=-0.45% TO MH #P1C-7 2.25 LF OF 12" PVC ® S=-4.447. TO MH #P1C-10 0 S=-4.44% TO MH #P1C-1 18" INV. OUT= 2682.90 (TO SB #P1C-3) MW#9 687787.8 2463507.0 22.79 LF 18" PVC @ S=-0.00% TO SB #PIC -3 Q(25)= 0.92 cfs V(25)= 1391 cf 25)= 1478 cf Q(25)= 0.91 cfs V(25)= 18" INV. 0 SB #P1C-3= 2682.90 Q(100)= 1.44 cfs V(100)= 1935 cf Q(100)= 1.30 cfs V(100)= 2056 cf 687996.3 2463741.1 MW= MONITORING WELL MH #P1C-1 STA. 10+47.00, 20.50' RT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2685.64± (MATCH SIDEWALK) 12" INV. IN= 2682.60 (FROM D! #P1 C-2) 12" INV. OUT= 2682.50 (TO MH #P1C-2) 45.18 LF 12" AWWA C-900 PVC 0 S=-0.447. TO MH #P1C-2 MH #P1C-2 STA. 12+43.54, 1.38' RT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2686.29± (MATCH PAVEMENT) 12" INV. IN= 2682.30 (FROM MH #P1C-1) 12" INV. OUT= 2683.10 (TO MH #P1 C-3) 14.50 LF 12" PVC 0 S=-0.69% TO MH #P1 C-3 18" INV. OUT= 2681.80 (TO SB #P1 C-1) 47.30 LF 18" PVC 0 S=-0.00% TO SB #P1C-1 18" INV. 0 SB #P1C-1= 2681.80 MH #P1C-3 STA. 12+62.06, 0.45' RT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2686.39± (MATCH PAVEMENT) 12" INV. IN= 2683.00 (FROM MH #P1C-2) 12" INV. OUT= 2682.9 (TO SB #P1C-1) 43.72 LF 12" PVC @ S=-0.00% TO SB #P1C-1 12" INV. @ SB #P1C-1= 2682.90 SB #P1C-1 SEEPAGE BED PER ACHD STD. DWG., BMP 21 771, 31.5'W, 4.6'D TOP OF BED (ROCK)= 2685.10 BOTTOM OF BED (ROCK)= 2680.50 71 LF 18" PVC (TOP -HALF PERFORATED) 0 S=0.007. (FROM MH #P1C-2) 71 LF 12" PVC (PERFORATED) 0 S=0.00% (FROM MH #P1C-3) GROUNDWATER= 2680.5± (SEE SHEET DT -2 FOR SEEPAGE BED DETAILS) MH #P1C-7 TBC STA. 1+34.11, 6.27' RT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2687.01± (MATCH SIDEWALK) 12" INV. IN= 2684.10 (FROM MH #P1 C-6) 12" INV. OUT= 2684.00 (TO SB #P1 C-3) 22.79 LF 12" PVC ® S=-0.00% TO SB #P1C-3 12" INV. 0 SB #P1C-3= 2684.00 SB #P1C-3 SEEPAGE BED PER ACHD STD. DWG., BMP 21 541, 44'W, 4.6'D TOP OF BED (ROCK)= 2685.60 BOTTOM OF BED (ROCK)= 2681.00 48 LF 18" PVC (TOP -HALF PERFORATED) S=0.00% (FROM MH #P1 C-6) 48 LF 12" PVC (PERFORATED) 0 S=0.00% (FROM MH #P1 C-7) GROUNDWATER= 2681.0± (SEE SHEET DT -2 FOR SEEPAGE BED DETAILS) ACHD NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 FEET FROM ALL STORM DRAIN FACILITIES. 2. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE MARKERS PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. MH #P1C-10 STA. 13+75.62, 20.5' LT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2687.06± 12" INV. IN= 2683.40 (FROM DI #P1 C-10) 12" INV. OUT= 2684.20 5 LF 12" PVC 0 S=-2.00% TO MH #P1C-11 18" INV. OUT= 2682.90 (TO SB #P1C-6) 19.12 LF 18" PVC 0 S=-0.00% TO SB #P 1 C-6 18" INV. 0 SB #P1 C-6= 2682.90 MH #P1C-11 STA. 13+67.06, 20.5' LT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2687.03± 12" INV. IN= 2684.10 (FROM DI #P1 C-10) 12" INV. OUT= 2684.00 (TO SB #P1C-6) 19.22 LF 12" PVC 0 S=-0.00% TO SB #P1C-6 12" INV. 0 SB #P1 C-6= 2684.00 SB #P1C-6 SEEPAGE BED PER ACHD STD. DWG., BMP 21 1061, 16.5'W, 4.6'D TOP OF BED (ROCK)= 2685.60 BOTTOM OF BED (ROCK)= 2681.00 100 LF 12" PVC (PERFORATED) 0 S=0.00% (FROM MH #P1C-11) 100 LF 18" PVC (TOP -HALF PERFORATED) 0 S=0.00% (FROM MH #P1C-10) GROUNDWATER= 2681.0± (SEE SHEET DT -2 FOR SEEPAGE BED DETAILS) ffolm1116INIU_'miDIII R CONTROL POINTS NORTHING EASTING NE CORNER SECTION 32 691,136.8 2,464,902.3 E i CORNER SECTION 32 688,459.2 2,464,891.9 MONITORING WELLS a n- a� NO. NORTHING EASTING M W#1 688126.8 2463606.2 MW#2 688170.6 2463523.6 MW#3 688100.3 2464114.9 M W#4 688045.8 2464022.7 MW#5 687971.2 2463711.0 M W#6 687979.7 2463630.3 M W#7 687612.5 2463638.4 MW#8 687720.7 2463622.0 MW#9 687787.8 2463507.0 MW#10 687735.9 2463428.1 MW#11 688016.5 2463630.0 MW#12 687996.3 2463741.1 MW= MONITORING WELL 00 Q PER ACHD SUPPLEMENT TO THE ISPWC SD -627. 1pNAL vl IL 0 M. S�R09 N fll fn T+-' U o Z C O N Zw��Z oo��P O OC O g -0 O O � N � owowo a n- a� m V N LL U Q -wwz X00- -0o C J-5 � T zz 0 Q J j:7- 4 U)Qo 00n zW 0 oz F- C) Q Z o0 CL �ZN�z c' O co �rn 0C) 1 Z W N � � c' z -p� U UOc: o 00 0 w a ? m 3 n Z J c O N o �Woza (^{%+ w v7 a ,G G "O O Q n' WCi L_ T O C U Q. � V i = A.-Ocn N ' SD -1 00 Q ILZ0 /SHEETS/ 1 80114-SD.DWG OO•- a' c C E Wo U a`� E> y n 0 in .N 3 c -- LL rn c � o rn m M Q:: o` nw o 'y 5 U o 4J "O CJ D- E 2 _ I z �..�../ O 3 0 O v- o ..c v a y '-' o v o OU�� o ��a�ao E!Qoo 0 'l o L y D NY o C C o L.L� Z a.0 Eoa a � NN Q U U _ d a 0 o °' E Dray N /11 L O pi'C U w N O C Cp .- Q c c ' v 3 .ate. E -i5-_ Q- W O L U O E V C c U O at N a� Z5 y � V) o m o Z 1pNAL vl IL 0 M. S�R09 ca J o Z COD Zw��Z oo��P z m w � N � owowo z0004 m V N Q -wwz X00- zz zz 0 Q J j:7- 4 U)Qo 00n zW 0 oz F- C) Q Z o0 cemO �ZN�z c' O co �rn 0C) 1 Z W N � � c' z o�wo� z o CDm z o 00 0 w a ? m 3 n Z J c O �Woza ca J o COD - O i LL. z m w � N � z0004 M O 0 z X00- L W W ,� x 00 F- �/1 H c\i tr) U)Qo 00n zW 0 oz F- C) Q Z o0 cemO U) co �rn 0C) it �� w co 0 z�v LN z o 00 0 o Z 0 0 z z m w 0 Z [ IZ 0 z _z Q �/1 H c\i tr) zW 0 oz F- im 0 U U) Cn 0 z 00 0 0 SCALE 1'=40' O W O DWG.DATE 04/06/18 PROJ. No. 180114 z 0 co SHEET 8 OF 21 0 CL O o W m QW F- SD -1 00 Q ILZ0 /SHEETS/ 1 80114-SD.DWG m -• . O ^1 • qj O _ a Irk. 25 .r 27 2 689.00 LF 15" PVC 26.90 LF 15° PVC#3 \ 5, (PERFORATED) @ 0.00% . 0.00% 15+ , SB #P1C-2 :. ------------ 105' "' 95' • W 75. 90' M�4 W#4 ----- 195• 1E 33.27 LF 18" PVC ` @ 0.00% 89.00 LF 18° PVC MH #P1C-4 (TOP -HALF PERFPRATED) STA=15+90.26 0.00% RIM= 2687.97 BLK.2 2 25 LF 14" AWWA 9 / a �nnnn Vv� MH #P1C-5 STA=15+66.15 10 RIM= 2687.86 20.11 LF 14" AWWA `_C-905 PVC @ 1.49% ` DI #P1C-3 ` STA= 15+90.26 GRATE= 2687.64 TBC= 2687.91 30.17 LF 12" AWWA C-900 PVC @ 0.66% DI #PIC -4 STA= 15+90.26 \.;r GRATE= 2687.64 TBC= 2687.91 1bA- 85 21 22 23 24 C-905 PVC @ 4.447. 1 . 17 00 f O 6 7 52.85 0 E. RENWICK CT. O o _ - - - _ o O O DIP1C 11 sra= 17+62.s2 GRATE= 2688.30 TBC= 278 / 2.25 LF 12" PVC @ 4.44% MH jP1C-12' STA=17+62.62 RIM= 2688.84 / o 78.00 LF 18" PVC MWi9 (TOP -HALF PERFORATED) 0 0.00% 120• MWi10 SB �p1C-5 • _-t--T- MH jP1C-9 STA=11+90.11 RIM= 2688.58 2.25 LF 12" PVC 4.44% DI #P1C-8 STA= 11+90.11 \GRATE= 2688.25 )' TBC= 2688.52 Ta' 26.67 LF 18" PVC : -' 4 {N 0 0.00% f T49.28 LF 18" PVC " @ 0.00% 78.00 LF 18 PVC (TOP -HALF PERFORATED) @ 0.00% 2 13 00 3 13+52.09 ; O I m r MW#8 19, - 2 12 18 1 4 91.00 LF 18" PVC -(TOP-HALF PERFORATED) 0 0.00% 25.66 LF 18" PVC 5 0.00% MH JP1C-8 /-STA=10+39.61 RIM= 2688.88 X2.25 LF 12" PVC DI jP1C-7 ® 4'44% STA= 10+39.61 GRATE= 2688.55 TBC= 2688.82 E. MURCHISON ST. x_30.60 LF 12" AWWA C-900 PVC ty 0.65% 13+ •..- DI jP1 C-6 B LK. 3 STA= 10+45.00 4 ` GRATE= 2688.58 j TBC= 2688.85 14+M.89 1 2 J iv. STORM DRAIN DATA (SEEPAGE BED #P1C-2) DI #P1C-3 CL STA. 15+90.26, OFFSET 15.5' LT DROP INLET, TYPE IV, ACRD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2687.64 12" INV. OUT= 2685.00 30.17 LF OF 12" AWWA C-900 PVC @ S=-0.66% TO DI #P 1 C-2 Q(25)= 1.37 cfs V(25)= 2807 cf Q(100)= 2.05 cfs V(100)= 3905 cf DI #P1C-4 CL STA. 15+90.26 OFFSET 15.5' RT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2687.64 12" INV. IN= 2684.80 14" INV. OUT= 2684.65 2.25 LF OF 14" AWWA C-905 PVC @ S=-4.44% TO MH #P1 C-4 Q(25)= 1.71 cfs V(25)= 3192 cf Q(100)= 2.80 cfs V(100)= 4441 cf MH #P1C-4 STA. 15+90.26, 20.50' RT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2687.97± (MATCH SIDEWALK) 14" INV. IN= 2684.55 (FROM DI #P1C-4) 14" INV. OUT= 2685.30 (TO MH #P1C-5) 20.11 LF 14" AWWA C-905 PVC @ S=-1.49% TO MH #P1C-5 18" INV. OUT= 2684.20 (TO SB #P1C-2) 33.27 LF 18" PVC @ S=-0.00% TO SB #P1 C-2 18" INV. @ SB #P1 C-2= 2684.20 MH #P1C-5 STA. 15+66.15, 20.50' RT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2687.86± (MATCH SIDEWALK) 14" INV. IN= 2685.00 (FROM MH #P1C-4) 15" INV. OUT= 2684.80 (TO SB #P1C-2) 26.90 LF 15" PVC @ S=-0.00% TO SB #P1C-2 15" INV. @ SB #P1C-2= 2684.80 SB #P1 C-2 SEEPAGE BED PER ACHD STD. DWG., BMP 21 951, 40.5W, 5.6'D TOP OF BED (ROCK)= 2686.40 BOTTOM OF BED (ROCK)= 2680.80 89 LF 18" PVC (TOP -HALF PERFORATED) @ S=0.00% (FROM MH #P1 C-4) 89 LF 15" PVC (PERFORATED) @ S=0.00% (FROM MH #P1C-5) GROUNDWATER= 2680.8± (SEE SHEET DT -2 FOR SEEPAGE BED DETAILS) 40 20 0 40 80 120 SCALE IN FEET STORM DRAIN DATA (SEEPAGE BED #P1C-4) DI #P1 C-6 CL STA. 10+45.00, OFFSET 15.5' RT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2688.59 12" INV. OUT= 2686.00 30.60 LF OF 12" AWWA C-900 PVC @ S=-0.65% TO DI #P1C-7 Q(25)= 1.22 cfs V(25)= 2323 cf Q(100)= 1.69 cfs V(100)= 3231 cf DI #P1 C-7 CL STA. 10+39.61 OFFSET 15.5' LT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2688.55 12" INV. IN= 2685.80 12" INV. OUT= 2685.70 2.25 LF OF 12" PVC @ S=-4.44% TO MH #P1 C-8 Q(25)= 0.58 cfs V(25)= 1056 cf Q(100)= 0.93 cfs V(100)= 1469 cf MH #P1C-8 STA. 10+39.61, 20.50' LT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2688.88± (MATCH SIDEWALK) 12" INV. IN= 2685.60 (FROM DI #P1C-7) 18" INV. OUT= 2685.10 (TO SB #P1C-4) 25.66 LF 18" PVC @ S=-0.00% TO SB #P1 C-4 18" INV. @ SB #P1C-4= 2685.10 SB #P1 C-4 SEEPAGE BED PER ACHD STD. DWG., BMP 21 971, 19.5'W, 6.2'D TOP OF BED (ROCK)= 2687.70 BOTTOM OF BED (ROCK)= 2681.50 91 LF 18" PVC (TOP -HALF PERFORATED) @ S=0.00% (FROM MH #P1C-8) GROUNDWATER= 2678.5± (SEE SHEET DT -2 FOR SEEPAGE BED DETAILS) STORM DRAIN DATA (SEEPAGE BED #P1C-5) DI #P1 C-8 CL STA. 11+90.11, OFFSET 15.5' RT DROP INLET, TYPE IV, ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE= 2688.25 12" INV. OUT= 2685.70 2.25 LF OF 12" PVC @ S=-4.44% TO MH #P1C-9 Q(25)= 1.21 cfs V(25)= 2459 cf Q(100)= 1.79 cfs V(100)= 3421 cf MH #P1C-9 STA. 11+90.11, 20.5' RT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2688.58± 12" INV. IN= 2685.60 (FROM DI #P1C-8) 18" INV. OUT= 2685.10 (TO SB #P1C-5) 26.67 LF 18" PVC @ S=-0.00% TO SB #P1C-5 18" INV. @ SB #P1 C-5= 2685.10 STORM DRAIN DATA (SEEPAGE BED #P1C-5) DI #P1C-11 CL STA. 17+62.62, OFFSET 15.5' LT DROP INLET, TYPE I, ACHD SUPPLEMENT TO ISPWC SD -601, WITH 1' SUMP GRATE= 2688.30 12" INV. OUT= 2685.70 2.25 LF OF 12" PVC @ S=-4.44% TO MH #P1C-12 Q(25)= 1.14 cfs V(25)= 2472 cf Q(100)= 1.80 cfs V(100)= 3439 cf MH #P1C-12 STA. 17+62.62, 20.5' LT 48"0 MANHOLE, SHALLOW MANHOLE TYPE I - RAISED INVERT ISPWC SD -615A W/ 2' SUMP RIM= 2688.84± 12" INV. IN= 2685.60 (FROM DI #P1 C-11) 18" INV. OUT= 2685.10 (TO SB #P1C-5) 49.28 LF 18" PVC @ S=-0.00% TO SB #P1C-5 18" INV. @ SB #P1C-5= 2685.10 SB #P1C-5 SEEPAGE BED PER ACHD STD. DWG., BMP 21 841, 40'W, 5.1'D TOP OF BED (ROCK)= 2687.10 BOTTOM OF BED (ROCK)= 2682.00 2-78 LF 18" PVC (TOP -HALF PERFORATED) @ S=0.00% (FROM MH #P1C-9 & MH #P1C-12) GROUNDWATER= 2679.0± (SEE SHEET DT -2 FOR SEEPAGE BED DETAILS) MONITORING WELLS CONTROL POINTS NORTHING EASTING NE CORNER SECTION 32 691,136.8 2,464,902.3 E j CORNER SECTION 32 688,459.2 2,464,891.9 MONITORING WELLS Q NO. NORTHING EASTING MW#1 688126.8 2463606.2 V M W#2 688170.6 2463523.6 W ++ MW#3 688100.3 2464114.9 p p'� MW#4 688045.8 2464022.7 C� cq M W#5 687971.2 2463711.0 MW#6 687979.7 2463630.3 MW#7 687612.5 2463638.4 MW#8 687720.7 2463622.0 M W#9 687787.8 2463507.0 M W#10 687735.9 2463428.1 MW#11 688016.5 2463630.0 MW#12 687996.3 2463741.1 MW= MONITORING WELL c: PER ACHD SUPPLEMENT TO THE ISPWC SD -627. ACHD NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 FEET FROM ALL STORM DRAIN FACILITIES. 2. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR SHALL COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF THE MARKERS PRIOR TO BACKFILLING. ACHD IS CURRENTLY SUPPLYING THE DEVICES. 5S�'ONAL ENS 4a. TP 74 to 0 0 14oSG� M. 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C5 MATCH EXIST. o - .. -t::.:..... 2685 ....--• -- .-.... 2686.51± 2685 - \� ::.::.:::. ..... _,..._ ...- �s SC N FE .._... _.- _� _ - __ .. _........... .......-' - -- - -- .... - - 2686 _ = _ � _ _ - - - - -N - - - - - - 268 - _ �` < - -- � --- - - - . _3QfT _ ,� 68648±� "'"""••W1rrr • _ ............. .. .. .... .. .. .. _.... .- - _ _ _ _ _ - _ ,.ss -_ ...-.._. - ...-....--..... ... ......... .... .... ... ....... - _. a..-• i . .T. - - _ _ _ -_ _ - - - -- - - __ =: . o ..--- - t .._ .._. ... . " � � ...2687 - -..... .....-._ ,,_. �. � � `.`.�'- .� y ......... . 10 . ......... . _ MATCH EXIST. - _.. 35 7 .. 2s8 -..r- - ' . .......... ----- ... .. - - ,s N1 - So _ _ 2s8a. - - MATCH EXIST. ........... -_- � - .- � � �•".. _- ••. � ,-. __ sroa w -IL". 2687 10+48 PC - ..... ...... •---- --........ - - - - - - - ..- - - .. � � �- -- .. .... .... ..�zi� ..- ..._----- ...................... .._..................... 2686.74± - _.-- _. - ............... 686 _.._......_.... �' _ 2 2685.44 VC - • ' I- - .. 10+48 C - . - .. - .2686' . - ...._.. _ ;�6 1687?6�B ` FL 2 84.96 268 . 6 VC 13+06.80 PC '•----•- -" --- - - - .._ _.- 21 2 ;' _ - • - 14+20.80 PC �'� --:)- ---- GRD BRK = - VC B�/ 204 687.. .. 2685 52 1 _ ...... _ ..... ..--'.... 8".. -. - . 2685.06 VC - - .. 1.5% 1.5% - - . . FL=2685.04 - - -- ' � PK & WASHER `` •-- ...-- - FL=2684.58 10+56 �- -► •. 10+56 _ - _.................. ' ................... �... _. _ I I �,6 2685.60 VC I - -. " ` ' ` _ - "'"- _ _ --_ _ , ..-. _ _ _ =o .. 81 ROW 2s85so vc ELEV-2686.99 :... ....--'....' �� ', �.:..... - ....... -�-tip"-'-"'.-.:.� ".. � � ,� - FL=2685.12 _ ` ...............7. . '*n �� - I j �s GRD BRK C1 GRD BRK O+OQ AH LT _ :- \: \. \ ��1- j F C� I I I I 0+00 AH RT 11 0 = 11+08 BK 266]` - :. �.-- ..:. r_ - - 11 +08 BK 2685.81 VC:: -. `. .: ' .... - i ► W. t e _ ------------_ ....:.:..... ISTING + 2685.81 VC 0+28.23 RT 266 .:......� `- ::2688 85± - _ --- - 2s85ss vc BLK.1 _ . - - - a II I I •- "- ..--_---- - ,� STREET KEYNOTE ITEM LIST : � _ -• 0+28.23 RT 0+56.46 BK RT 3 .. �_ ...... - - - _ ...... _ _ e - - .. - =..........ITEM DESCRIPTION 1 2 4 � _ - 2x87...--� `�.. .... .: 1. ti. - • 2688 2685.96 VC 11 +6 .1 AH = .. 6R 3 3 5 - 1 I w 2686.12 VC :-=:4""`:".""�""�'" "' 2689x:'---- -• -- INSTALL TYPE 111 BARRICADE PER ACRD SUPPLEMENT TO ISPWC SD -1132B AND INSTALL A SIGN STATING I ' - -- --- 0+56.46 BK RT � I ' `'' " - B� THAT 'THIS ROAD WILL BE EXTENDED IN THE FUTURE'. COORDINATE SIGNAGE WITH ACHD STAFF. I i CD ;:'. NIGH POINT -•.... 26 - -C- 1t+63.13 AH ¢ : :--... 89.... I I � 11+7t 6 ' . ............ _ - - 0 ISPWC SD -1132A, -_ 2686.12 VC zo a - _ BARRICADE 2686.15 VC 10+40.25 BAR i E SHALL INCLUDE A KICK PLATE AT THE BASE -..... - .�.................... t 1+71.00 ' : _ (� �{ jT U � ( FL=2685.67 2685.83 VG�7 _ �L................. I u vJ u Uv 2686.15 VG - ..._ .. w___2688--_._.___._ .._..-.-:.:--:.`.- --.--- _ FL=2685.67 t vi 1 t 11+78.50 PC FL=2685.35 : 2689 - - ,. OF THE SIGN TO PROVIDE CANE DETECTION 7 S,INSTALL TYPE UI BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD 11328 I I®�� _.._.. B3 3 FL=2685.62 10+47 r SW=2688.3± 11 +81.50 PC 2% 2% f0+36.50 PC 2685.58 11+20 11+85 12+26.98 12+48.23 Cl CONSTRUCT CONCRETE VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -701. FL -2685.72 I -'j FL=2685.38 FL=2685.31 DS, 2685.87 2686.13 2686.30 2686.39 13+07.36 S' S' I I ® � 2686.50 VC 1 LOW POINT 2686.64 13+66.48 8 . % _ 1 C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702. I I I FL=2686.02 C5 - -. s :.. _ ::: 2686.89 .' ... .:.. , 13+89.78 I I EP=2686.08 -.. ,..-.. •- - 1S. C3 CONSTRUCT CONCRETE VERTICAL CURB (ISLAND)- NO GUTTER SEE SHEET DT -1 FOR DETAIL EP=2686.04-. 12 QO O)9 f Q ' 2686.99 1 -1 ` O9y°la VG ° - - r : • 14+29.16 MS C4 CONSTRUCT CURB TRANSITION, VERTICAL CURB TO ROLLED CURB. SEE SHEET DT -1 FOR DETAIL 83 -. = a. - 12+15 g p aa'" 2687.15 . E. WOODVILLE DR. o t' �+ - G -� - + - :' , o �' `'' 14+57.94 C5 CONSTRUCT CURB TERMINUS, PER ISPWC SD -707. \ HP=2686.2 { t p � - 0 1 EP=2686.04 0.59% o LZ - I f w . 2687.27 14+82.22 68 - D CONSTRUCT 1' DEEP 'V' -DITCH AT END OF ROAD TO TEMPORARY STORM DRAIN POND. :' .- 12+3 .09'---- �°1° . � �..� 2687.3 C5 ��+" .. .. i� W'" 9 _ DS CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. SEE SHEET DT -1 FOR DETAIL �- 9 w. .co FL=85.90 2686.50 VC '. =. :.. :: •.. k"i•'. •• r.•' .:'.;. o SW=2687.62± $6' FL=2686.02 ZO L2 INSTALL CITY OF MERIDIAN TYPE II STREET LIGHT. SEE SHEET 9 OF 19 FOR STREET LIGHT PLAN. �? C/- 1 T6 EP=2686.08 �p 10+39.87 10+47 11+15 09 11+80.09--- - y:- 14+93.79 CONSTRUCT 5' MEANDERING SIDEWALK AROUND EXISTING UTILITIES AND LANDSCAPING AS NEEDED PER ACHD ``, • 2685.87 VC 2685.58 2685.85 2686.1 t DS 12+26.98 12+46.26 s \ f 2687.45 ` MS SUPPLEMENT TO ISPWC SD -709. \ 12+50.05 PC I FL=2685.39 FI =2685.31 2686.30 13+15.87 / FL=2685.99 I LOW POINT 2686.38 2686.67 s' ' ' * - / O REMOVE AND DISPOSE OR RELOCATE EXISTING LANDSCAPING AS NEEDED. COORDINATE ALL WORK WITH Q N1 LANDON NORTHEY (PHONE 208-999-0965) 10+36.11 PC 2686.52 VC FL 2685.44 13+89.78 \ . tomoo R=2686.04 12+49.97 PC 2686.99 �h �• DS / N2 REPLACE EXISTING ASPHALT PATHWAY AS SHOWN OR AS NEEDED TO MEET ADA STANDARDS. FL=2685.90 14+22.85 \ : \ �� N3 REMOVE AND DISPOSE OF 160 LF± EXISTING ASPHALT PATHWAY AS SHOWN. '> : 13+00 13 00 12+59.91 2687.13 `` C2 15+35.91 6Ba ` RET RETAIN AND PROTECT ALL UTILITIES \ 2686.68 VC:• X826 604 30 Z9 Z86.52 VC 14+57.94 2687.66 .---" 2 10 '------ Z7 2687.27 CONSTRUCT PEDESTRIAN CROSSING. SEE SHEET D - FOR DETAIL AND STRIPING DETAIL ..--." -..... - .: GR � BRK N •- CONSTR RAISED PED CRO -........ - :i : w.w PC T 1 26 25 15+06.03 .15+54.13 26$6 \ 13+00 BLK.2 2687.51 13 2687.75 SCL SAWCUT UNE / 2686.68 VC DS 15k ` VG CONSTRUCT 4' VALLEY GUTTER PER ACRD SUPPLEMENT TO ISPWC SD -708. 13+50 15+54.13 15+90.26 \\ 2686.89 VC 2687.75 2687.91 ` / 13+50 / 12 2686.89 VC / \ 87.00 62 . 163- 15+91.91 �,� 2687.00 VG 16 �� w 2687.91 11 .� •\/ 15+90.26 \ / /4� 2687.91 G ` 15+95.86 4 STREET NOTES: � _ 0� 13+75.62 2687.93 14+50 z 2687.00 VC \ / 2687.31 VC DS J� 16+59.91 1. MINIMUM 2' ASPHALT CUT UNE ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD -301, SD -303 . �Q � 2688.20 AND SD -806. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACRD RIGHT-OF-WAY TO MATCH THE EXISTING STREET _ `.�0,� 1 9 0+98.58 3 BLK•Z 16+61.85 f6+61.85 AGGREGATEENT 13* 0E 6' MINUS PITRUNR USE THE GAND FOFOR LOCAL TOSTREETS: DRNE2USEF3�OF ASTPHALT,F63/OF 3/4SHED 15+00 S, -. 2687.07 � 2688.21 2688.21 CRUSHED AGGREGATE AND 13" OF 6" MINUS PITRUN. \<// 2687.52 VC S/j, �' DS 0+68.99 6�1 6 g5 .. 6�, 1+28.16 .............. ..iU a` 2687.20 `l 16+ 15+54.80 0 2686.93 ..•:= - =" •. '... 2O 21 22 23 . _. 24 17+ 3.43 PC 12 1 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK A, ... :, ......... --- 0+39.41 ... 12688.42 \ 10+13.50 PC 2687.75 VC - S , 2687.33 FL=2688.15 WITH UTILIUTY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., FL=2687.63 15+64.63 14+50 1 DS _-- GRD BRK : CABLE ONE AND CENTURY LINK TELEPHONE. \ 2687.31 VC - -..-- 0.45% 10+ 2687.80 VC 7.94 PC 10+05 A . ." . ............ 0+17.54 3 2688 48. U U G FL=2687.32 / �/ 2687.43 .................... . DRAWINGS. THE SHALL DETERMINE�ff f EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE N .......................2688.18 VG-• `-`• �, 10+59.75 FL= Al1l DO 8' # 14+74.20 0+00 AH 2688,88 COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS GRD BRK S 1+57.75 2687.90 10+45 17+21.36 B2 15+=268 PC W %}gyp �k L2 13+96.04 BK 13+35.92 2688.092 HIGH POINT FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG 10+00 _ 2686.80 �- � � 2687.51 2687.76 _ 2688.81 =: FL=2688.19 UNE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. FL=2687.33 w 2688.02 2688.20 VC -;' LOW POINT h Q` 12+05.92 11+40.92'-" 10+89.59 GRD BRK � END CONSTR. - 15+00 � ^� 13+73.37 '' 2687.52 VC �� 2687.61 DS 2688.28 2688.54 2688.75 I - 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE :: 61 ROW 10+00 : = / ;" _ °` °O � ' ' _ _ WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HMINCAP RAMPS SHALL NOT BE GREATER THAN 2688.20 VC `' lx . ` •`' - _ .. r- • " ;T _. .: '_ 5% SLOPE AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO } 15+54.80 1 o O ,r::.:...•:: �• >:�=::_'; •. <..;.: 689" 1. END CONSTR. Bl ASR ° �6 VG 2 "TOLERANCES' ALLOWED. ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS. to 2687.75 VC $ %�o� \ o . XS / Z I 01 13 10+05 �' '8p 15+64.63 1+93.45 IV r� .."- f ,n 7 .. ' 5. SEE SHEET SD -1 AND SD -2 FOR STORM DRAIN DATA AND ELEVATIONS. 2688.18 VC Q9 y 2687.80 VC 2686.95 . �_, o _ I-) o o _ E-RENWICK CT. o -) GRD BRK o FL=2687.32 0.47% + - C2 n fIfy 1 - +, - - , - o + + 6. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H WITH TRUNCATED DOMES SIMILAR TO s 10+13.50 PC B2 �sg \ VG 15+68.39 PC 0'429; ca LZ 0 0.52i% 17+82.72 ISPWC SD -712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP &ADHESIVE o - �- -� FL=88.39 2688.7} MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' PEDESTRIAN RAMPS MUST MEET THE LATEST ADA FL=2687.65 ,� Q6 _ FL=2687.33 BLK.2 _ AND ICC/ANSI A-117.1 REQUIREMENTS. 16+41.39 PC / / •' 4'•- o�� X,o o VG 20' 2+29.15 j _ •' 'If . ;'' " FL=2687.64 �' �o O TTP 1 2687.10 - :: ; : - ; _ : • ; .. ..:; ; •� ; ; :.: -. » .: :. 7. �-.:-•"•-�" �", •' ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE t' R=g a�° �,� 10+86.50 PC 10+45 RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE I 2+76.09 3+25.07 AH. 3 18+02.58 ;' p�� FL=2687.54 13+67.87 DS 13+02.87 N 12+37.87 11+72.87 11+07.87 10+89.59 2688.81 Q '•. 18+ .58 2688.80 1 1 SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC =87.55 \ GRD BRK 2687.29 13+96.04 BK ---&'2687.64 2687.90 L 2688.16 2688.42 2688.68 2688.75 �=2688.54 SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 1// - 1-1 GRD BRK 2687,51 266 .. GRD BRK /ril r 1.�>ss 1 c0 11+00 _ 14 8 VALVES IN WIDENING AREA AS NEEDED AND POUR CONCRETE COLLARS AROUND .' J_ a 2688.28 VC 10+ I f .._.. �...._� C� .-' ......... .......... 7.35 2688.88 WATER VALVES AS NEEDED. 2+88 76 • • ' -- - ....-- �- - ........... ....''..:........ FL -=2687.80 � 268 • '- •-..... 1 2687 61 10+59 75 37 94 PC � ' / r 2688 77 h -' - 2 : r �p j� : - • GRD BRK HIGH POINT FL=2688.50 9. CONTRACTOR SHALL REPAIR AND/OR RELOCATE ALL DAMAGED LANDSCAPING, SPRINKLERS, ETC., TO ORIGINAL DS 3+01 39 2687.41 17+92.26 PC 1 5 J' 18+46.54 CONDITION OR BETTER. COORDINATE REPAIRS AND RELOCATIONS WITH IANDON NORTHEY (208-999-0965). 16+4514 2688 GRD BRK 2688.75 : .. .. 00 '� :. ; - 2688.13 VC. 10+86.50 PC FL=2687_.65-'• ' FL=2687.70 i. // /" ' _ -0 Z LL+_ SEE SHEET ST -2 OO S. MONTAGUE WAY ISLAND CURB DATA AND STREET SIGN PLAN 11+50.23 2688.32 �Cs's - �- =11��\2_ ----. SN2 SN1 `' t 10+50 10+56 2685.94 NC 2685.97 IVC 1.5. 1.5% 10+56 �- -► +` 2685.97 NC SN3 N (1) to T 11-0 N L o rn LL+_ N Oa C O E N OO 10 17- % A W , } a-0 8 > ao"LL z t SN2 aceU 11+08 11+08 n -- -zvizz -n 8 0 O 2686.18 NC 2686.18 IVC ; ED wLd x = - 0 - 75 vi - OLd��T�C 0 _ W O 1 2 0 �a'O �T r2 .-- 11+14 }+U, I 2 �+-� - Z K r a 2686.29 IVC 7; :2st Q , SN3 Q O I_ O L � m ` 2 CD 0 w w c c SHEET 4 OF 21 O 0 CL o o 3 Q z z � rn bj - �:-oL�o 0 m•0 �T EE O U - ,t ON N 3 cp^L mm Q C) e o o a) O ) >, c Q T v' t m U O Q Wm � C Uj .T. -O V -p _ �1 � °:_ 2% 2% --*-I--� 4• -. O L - 0 • v -� 2 a _ -6 o 3 o y c _ .. .� 15 14 FL=2688.48 r I 2688.98 10. CONTRACTOR SHALL CONFIRM ALL EXISTING PRESSURIZED IRRIGATION USED FOR FARMING HAS BEEN REMOVED 13 12 18+02.58 � a AND CAPPED ACCORDINGLY. COORDINATE WITH LANDON NORTHEY (208-999-0965). SEE SHEET ST -2 SIGN INSTALLATION NOTES: 1. OUTSIDE SIGN INSTALLERS MUST BE BONDED WITH ACHD AND MUST OBTAIN A NO -CHARGE RIGHT-OF-WAY PERMIT. 2. CONTRACTOR SHALL COORDINATE ALL SIGN LOCATIONS WITH ACHD STAFF. SIGN KEYNOTE ITEM LIST ITEM DESCRIPTION INSTALL 'STOP SIGN" R1-1 (30'x30") WITH STREET NAME SIGNS. SN1 COORDINATE LOCATION WITH ACHD STAFF. INSTALL ACRD SIGN 'KEEP RIGHT OF ISLAND" SIGN R4-7. SN2 COORDINATE LOCATION WITH ACHD STAFF. SN3 INSTALL ACHD SIGN "NO PARKING ANY TIME' SIGN R7-1. 0 COORDINATE LOCATION WITH ACHD STAFF. INSTALL ACHD SIGN "RAISED CROSSWALK AHEAD` SIGN W17-1. N4 COORDINATE LOCATION WITH ACHD STAFF. 0INSTALL ACHD SIGN "20 MPH" SIGN W13 -1P. 0 COORDINATE LOCATION WITH ACHD STAFF. STRUCTURAL FILL NOTE: 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 -FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. ACHD NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. c N (1) to T 11-0 N L o rn LL+_ N Oa C O E N OO .. __ o>("_( 17- % A W , } a-0 8 > ao"LL z oc aceU (0(0- 00 •v n -- -zvizz -n 8 0 O v O 52 �Vl �-- W - z w J ED wLd x = - 0 - 75 vi - OLd��T�C 0 _ W O 8 a E U . u 0 �a'O �T r2 .-- �= }+U, 5N O ', N 2 �+-� - Z K r a 7; :2st N A , - =_ Q O I_ O L � m ` 2 CD 0 w w c c SHEET 4 OF 21 O 0 CL o o 3 Q z � rn bj - �:-oL�o Z) m•0 �T EE O U 4U�o_6 ON N 3 cp^L mm Q C) e o o a) O ) >, c Q T m U O Q Wm � C Uj .T. -O V -p _ �1 � °:_ O L - 0 • v -� 2 a -6 o 3 o y c N Z a o 00 a-o=-� T -= o�=o o� c a== > 9 O C� O C� DU- -o� a o O w WD c No"� O O 0.rL 1L O L O . 3o o L� y O X co y O O C C U C � - N 2 0 0 0) V-_ o U U O c A Z -,�; 'V p �O.aa d N U c N N < ) w �, Qo Er- C U - N N 3 - N C o ¢ Q, W N _ c O 3 o O 3 z oN C = ) ..L-+ c N U LC .00�T'6 z 0 , L ' U -- y - = Co_ E U 3 Q A L . e_1 a� = , y ° v a w o t c- 0 a - V c U -O L p O �� O . c 0 . a r c- 0 U 0 .--. a 4) N C- d N E N U\ 6 a) U g o? v °> �(/ � - .- O z NAL 11114, o�c � r t 6 Q �l ,�N o TRo, U. S c > > w J o rn oZ� � C/) - CD oow 17- % A W w- o 0 0 I NCD ,It rn z oc Jw c� W - Z (0(0- 00 zn>_w (:) -zvizz -n 8 0 � = t O} z m w �-- W - z w J ED wLd x = - 0 - w 2 c w g o ooC) �ZN � w - o N -o o� Zo z o ZZZ-w r2 3Ew-G � ow � - m - 3 W N Z � 8 O 2 �+-� - Z K r a c zzW 0 o rn Z C/) - CD • o� 17- % A W c I NCD ,It rn z oc o (0(0- 00 (:) �l 0-- � z '- �-- W Tn `�S ED wLd x Lu (L � g o ooC) m IIIIIIIIIIIIIIIIIII aZOD 0 czO pi�w If (o c fh ofrnD 7; :2st SCALE W 1 =40' ORIZ cy)c NO � O DWG.DATE 04/06/18 - a Z m zzW 0 Z C/) �o • o� 17- % A W % C6 z O w _: z f 4c (:) �l 0-- � z '- �-- W Tn `�S 004 N r-) Lu (L � -r zzW 0 H O C/) F__ 17- % A W 0 m(10 w � �D W m (n z m 00 0 If (o c o0 14- SCALE 1 =40' ORIZ O � � O DWG.DATE 04/06/18 PROJ. NO. 180114 Z 0 � SHEET 4 OF 21 O 0 CL o m Q LLI ST- 1 00 Q LL z C) /SHEETS/180114-ST.DWG 2688 _. --------- - f-. . --------- 17+34.5 7 2688.51 VCS / / CIL 17+72.75 2688.87 VC END CONSTR. L2 / B / 17+72.75 2688.87 VC END CONSTR. Z B2 I/ SEE SHEET ST -1 SEE SHEET ST -1 _J 16+45.14 T o 2688.13 VC �j , .: FL=2687_.65 16+41.39 PC FL=2687.64 1 1 'ZfBy. 14+57.78 2689.93 X69' DS ��. rj 15+32.78 BK 0+00 AH.--\ 2690.46 15+32.78 ..... 2690.38 62 -0+00_� 2690.17 EP 2689.19�� FL DITCH 9� 10'L x 4'W SAND WINDOW 0+20.77 �o TYP. OF 2 2690.25 EP (SEE SHEET'--DT-2 FOR DETAIL), D �W 2689.44 FL DITCH 1 0+83.40 2690.50 EP .............. . STREET KEYNOTE ITEM LIST ITEM DESCRIPTION B1 INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -1132B AND INSTALL A SIGN STATING THAT 'THIS ROAD WILL BE EXTENDED IN THE FUTURE". COORDINATE SIGNAGE WITH ACHD STAFF. INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -1132A, 62 PER MUTCD PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. B3 INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -1132B. Cl CONSTRUCT CONCRETE VERTICAL CURB AND GUTTER PER ACRD SUPPLEMENT TO ISPWC SD -701. C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702. C3 CONSTRUCT CONCRETE VERTICAL CURB (ISLAND)- NO GUTTER SEE SHEET DT -1 FOR DETAIL C4 CONSTRUCT CURB TRANSITION, VERTICAL CURB TO ROLLED CURB. SEE SHEET DT -1 FOR DETAIL C5 CONSTRUCT CURB TERMINUS, PER ISPWC SD -707. D CONSTRUCT 1' DEEP 'V' -DITCH AT END OF ROAD TO TEMPORARY STORM DRAIN POND. DS CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. SEE SHEET DT -1 FOR DETAIL L2 INSTALL CITY OF MERIDIAN TYPE II STREET LIGHT. SEE SHEET 9 OF 19 FOR STREET LIGHT PLAN. MS CONSTRUCT 5' MEANDERING SIDEWALK AROUND EXISTING UTILITIES AND LANDSCAPING AS NEEDED PER ACHD SUPPLEMENT TO ISPWC SD -709. N1 REMOVE AND DISPOSE OR RELOCATE EXISTING LANDSCAPING AS NEEDED. COORDINATE ALL WORK WITH LANDON NORTHEY (PHONE 208-999-0965) I REPLACE EXISTING ASPHALT PATHWAY AS SHOWN OR AS NEEDED TO MEET ADA STANDARDS. REMOVE AND DISPOSE OF 160 LFt EXISTING ASPHALT PATHWAY AS SHOWN. RETAIN AND PROTECT ALL UTILITIES CONSTRUCT RAISED PEDESTRIAN CROSSING. SEE SHEET DT -1 FOR DETAIL AND STRIPING DETAIL SAWCUT LINE CONSTRUCT 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -708.. STREET NOTES: 1. MINIMUM 2' ASPHALT CUT UNE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD -301, SD -303 AND SD -806. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR USE THE FOLLOWING FOR LOCAL STREETS. 2 1/2' OF ASPHALT, 4' OF 3/4' CRUSHED AGGREGATE AND 13' OF 6' MINUS PTTRUN, AND FOR E. TACONIC DRIVE USE 3' OF ASPHALT, 6' OF 3/4` CRUSHED AGGREGATE AND 13' OF 6' MINUS PITRUN. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH UTIUUTY COMPANIES INCLUDING BUT NOT UMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY UNK TELEPHONE. 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILMES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER THAN 1.5% SLOPE. AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS. 5. SEE SHEET SD -1 AND SD -2 FOR STORM DRAIN DATA AND ELEVATIONS. 6. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP do ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 8. ADJUST ALL EXISTING WATER VALVES IN WIDENING AREA AS NEEDED AND POUR CONCRETE COLLARS AROUND WATER VALVES AS NEEDED. 9. CONTRACTOR SHALL REPAIR AND/OR RELOCATE ALL DAMAGED LANDSCAPING, SPRINKLERS, ETC., TO ORIGINAL CONDITION OR BETTER. COORDINATE REPAIRS AND RELOCATIONS WITH LANDON NORTHEY (208-999-0965). 10. CONTRACTOR SHALL CONFIRM ALL EXISTING PRESSURIZED IRRIGATION USED FOR FARMING HAS BEEN REMOVED AND CAPPED ACCORDINGLY. COORDINATE WITH LANDON NORTHEY (208-999-0965). 18+02.58 .2688.80 17 20+44.54 An 40 20 0 40 80 120 � I SCALE IN FEET Q� J � I o 0 o L c:a c o E m h 22+50.34 BK. 20 ' 0+00 AH. LL 0 a Q 2690.88 U Q� ICON 22+50.34 1Z- Y z L 7 2690.80 N (D +-C' 62 0 0 � W O 2+92.06 U U a c a c 16 v 2690.59 EP 2689.61 o�ZCl T \ FL DITCH - a- o ............... 2+71.28 Qwr O' j P :� O O c 2690.67 EP 2691 C N O -•U Q� O Q W W er'n'63 EP U) DITCH - NZ/. sk, 2690.12 FL DITCH STRUCTURAL FILL NOTE: 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 -FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL FILL TO 95% STANDARD PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. ACHD NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. 0 Z) z 00 0 If CLoO W 00 t LL O 0 W co r z0(o p w O m QW F- LLI LLL z Q v 'PAcn o OF Tg�SG$ M. 5 O N N T+' U C y o 0 o L c:a c o E m T bi 02 v C N 6 i p 00 F_-N� LL 0 a Q V) 00 U Q� ICON � w m Z 0 3 w 1Z- Y z L 7 z Z z N (D +-C' o az o 0 0 � W O v v U U a c a c 16 v z o�ZCl T U) - a- w Qwr O' j P :� O O c } ^' ^+ C N O -•U Q� O Q W W U) No i v- a a v a• a� z �: �w E '' o ^ ii o U O� U 3 � C c D LL v+ c y v rn Q cn cl:: U O wfL 0.41 m "a C� -O � V SCJ O N � O - U -R N m a E O a N w'Ar' 7 O L O ` 0 0 G _ LL +T' O O - • n U O C d C O W:D o3 0 0 y 6 co c c CL Z 10 o O N+ O O U C N N QU 2� C U , N O _ c O N N N C C 0 3 N o V (n c c � N U z O O N 4 O O+'C y N N •- O _ Oc C C- � U 3 O _� a U O_ N c m Wo o L c O a a O F`'_ C N C N C O C uj y� 0 > N O O C tNn E Z S�IoNAL v 'PAcn o OF Tg�SG$ M. 5 m } } o 0 o oB.0 y T bi Z lot 00 F_-N� o m o o o V) 00 w � ICON � w m Z 0 3 w 1Z- Y z L 7 z Z z �Q O ocn 0 0 o az o 0 0 � L , 00 W J�Zw cn zoC) z o�ZCl CD U) - a- w Qwr W o?4°m3 o w z 0 H C, Z m o 0 o y T bi Z lot 00 F_-N� vc o V) 00 z ICON L L LLJ Lij X �o_0 L 7 �Q O ocn 0 ft o az o O000) 0 � L , 00 W N r7 zoC) W A~ 0 m N o U) - a- m Z z z Z L 7 To O F- L , ft1 V� N r7 LLJ W A~ o U U) w VL SCALE 1 "=40' HORIZ DWG.DATE 04/06/18 PROJ. NO. 180114 SHEET 5 OF 21 ST -2 IEETS/180114-ST.DWG 2701 O 269; • 270 269 269 •: q*&: 1 269 269 •N O SJ 267 8-00 4U ZU 11-60 21 10-80 1/--20 11 16-80 16-40 16-00 15 60 15 20 14 8U 14+4U 00 14 UU 1.S 60 1.5 2U 12+8U 15 1Z 40 12+00 11 60 11 40 16-80 20 10 80 10+40 16+00 10-1-00 y+6i 18 80 _U W ^ n 1y 6U co UU 2U 4U } 3 04- M I- Z rnW�� = in co 0 + c0 com Q LL �VMIN. N C'4 CL FINISHED GRADE + v N co N N `" AT CENTERLINE FINISHED GRADE � ct zO N WWW OO p_oL tn� oV 3 a r- co E L j � Y � m U y o D J M 1 co N 6 d• - m >-QZ5 SCALE 1"=40' HORIZ O o o s 6 0 co/�rte/� c U C S N N O_ O PROJ. No, 180114 U O (o SHEET 6 OF 21 O ate. It I- 0E o a d O vi N d V C N Lij QU 0 2 d W 0.50% O 3 p o o U N C .> — -- — � N 0.42% N V O N +T o c E � � U � d 0 o z y a c C w -c6> EX/SDNG GROUND c >. w 6 rn Zn rn W `Q J W z J W c0 1 N ?700TE�Vc�'(Y f� O V4to ��o O co 00 � 0] O N UF= 0_ o z U op ^ >_692 , om��o Q U w J V W z In W zo N ZO Z o N 0 N c0 Z p 00 N w FINISHED GRADE Z J J m 0 w U 2 O �J��Z N co 5+ co O w Q w pzmm� � L c=0 o N o O Z d ' 4 ?684 N a o S Y N �= �- ocz� CN 00 00_ , AT CENTERLINE ILI- got � Nrn c1cO N �- J co N N I_. 1� 00 O „� w N + 00 m M d: M c0 o c v co L K G m co to 0.94% O 0_ LoM to CD to cz Y r N N cq 00 co CO w N N + � co N cV "' N N n w � J W -- — — 0.42% Lj N cn �Q ca O N U — , 0 .49% n1 n O � Go M m 000 Lo b6 co m t? ¢ J , C� J L� j W W I O c� + c0 c0 is O c00 ,r; z cC N ao �, W + N n c� Q C9 `` ------ W ----- 0.40% 0.4 Q N C> co + co a N II FINIS ED GRADE ¢ , ; _--- -- — % 0.40% 0.42% IX/ST/NG GROUND �NWNw 11 `- N 3 _' Wr AT ENTERLINE v "' 0 42% AT CENTERLINE 0.42% — -- CA N[o c'n n rmoz _0.42% -- , 0.42% --- — 12'SD __ -- ---- -- J N -a.69 O 0.40% ____— ---- 8 o - - ----- --- --- — 2V N J N 3 w �2 > _r U LLJ .. a EXlS11NG GROUND _ S � cn W ; co AT CENTERLINEcl- S. MONTALGUEE WAY S. M NTA UE W Y Lli 1 ill 1 ill 1 W W I W 1 �U 1 4J 1 1 X17 � 1 1 W 1 W 1 W I W I � I W I W I lu 1 �I 1 W 1 W 1 1 O O 1 N 'R 1 N N7 I Lir) 1 r- 00 1 I 1 00 U-) 1 CO OD st 1 ` 1 M O d 1 � O C" 1 00 I � CO I N n �- I O r'") I I 00 1 N 00 1 c0 c0 1 ^ d' N 1 1- N C� L 0�01:1 Op C6 00 Oj cc) clo � ^ ^ ^ ^ ^ ^ Cp � Cp Cp � �p Cp l(j � CQ Lx-) co Lci � tfs <o � l.C) I 1 00 O 00 O co O N 00 co 00 O' 00 O 00 co N 00 O N 00 O N O N O � O O r 00 O N 00 O � 00 c 00 O 00 O 00 c0 c co 00 co N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N } 40 20 0 40 80 120 '_696 000§L— 6ommmm" SCALE IN FEET HORIZONTAL SCALE 1_692 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE 1 $ : , '_676 18+00 17+60 17+20 16+80 16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11+60 11+20 10+80 10+40 10+00 9+60 1+ 60 10-1-00 4U ZU 10-40 21 10-80 21 11 20 11 60 12-00 12-40 12--60 16-20 vi p a= 16-60 00 14 UU 14+40 , 14+80 O 15 20 15 60 1611-00 c a v 16 40 16-80 N 1/7-20 v 1/11-60 16+00 Z Z� 18 40 18 80 19-'-20 1y 6U 20 UU 2U 4U 2U 04- M I- Z rnW�� = in co 0 + c0 com Q LL �VMIN. N C'4 CL FINISHED GRADE + v N co N N `" AT CENTERLINE FINISHED GRADE � ct zO N WWW OO p_oL tn� oV 3 a W E N ,� " U y o D AT CENTERLINE W N 6 d• - m >-QZ5 SCALE 1"=40' HORIZ O o o s 6 0 co/�rte/� c U C S N N O_ O PROJ. No, 180114 z O (o SHEET 6 OF 21 O ate. It I- 0E o a d O vi N d V C N Lij QU 0 2 d W 0.50% O 3 p o o U N C .> — -- — O 3 .N. O <J N C 0.42% N V O N +T o c E � � U � d 0 o z y a c C w -c6> EX/SDNG GROUND c >. w 6 rn Zn rn , a o d N N Z O O C N N E QJ N\D z ?700TE�Vc�'(Y f� O V4to ��o 6 i9l ?696 UF= 0_ o z U op ^ >_692 0O op om��o Q U w J V W z In W zo N ZO Z 0 N c0 Z p 00 N zoo}z W Z J J m 0 w U 2 O �J��Z >_688 z Kc> O w Q w pzmm� U O Z d ' 4 ?684 N a o S Y N �= O0 ocz� CN 00 00_ , � ILI- got � Nrn c1cO N 00 .D 00 civ I_. 1� 00 O „� w N M N W M d: M c0 M 00 L K G m co to O 0_ LoM to CD to cz Y NO p rn N N cq 00 co CO w N N + � co N cV N N N n � J W cn , 3 0 LLJas n1 n O � Go M m 000 Lo b6 co m t? CN 11 C� J L� j W W I O c� + c0 c0 is O c00 ,r; z cC N ao �, + N n c� Q C9 Q ; W 0.4 Q N C> co + co a N II FINIS ED GRADE ¢ , ; ''' % 0.42% �NWNw 11 `- N 3 _' Wr AT ENTERLINE v "' 0 42% 0.42% — -- CA N[o c'n n rmoz _0.42% -- , 0.42% --- — 0.42% __ -- ---- -- W z -2.00 -a.69 0.40% ____— ---- o - - ----- --- --- — > _r U LLJ .. a EXlS11NG GROUND W ; AT CENTERLINEcl- it (W N 3 E. WOOD ILLE DRIV S. UBO WA d V' Li Li Li � 21 2I 2, 2, 2 � U- UnI- Lf--1 C.D CD . I I I N � 04 O O cfl1 I MI f I OI I nI Mi I OI 4 M01I I 00 l2 CO U 1:16 fl ^ r r- C6 r F\ �O 22 OO 00 00 00 00 O M 00M O O00 co M2 OOONi O O N co O O O co 22 00 c co 00 0 O O O O O O O O O O O O O O O O N N N N N N N� N N N N N N N N N NN N N N N N N N N N N N N N N N N N N N N N NO N N N N N 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 201 0 )_700 ?692 '•:: F40 20+80 21+20 21+60 22+00 22+40 22+80 -0-1-40 2700- 2691 2% •: n.i-nn n.�dn n-LRn 1.LI)n 1 +60 2700 4U ZU 8U 21 ZU 21 6U 22 UU 22--4u 22--t �C) CD s > Q o a Qac b vi p a= — O 00 a e°r° rn v L , a p O O CL 00 C W 0 c a v O N N W v N✓ N Q Z Z� 0 O W w V) w EX/SIING GROUND 04- M I- Z rnW�� = in co 0 + c0 com Q LL �VMIN. N C'4 CL FINISHED GRADE + v N co N N `" AT CENTERLINE FINISHED GRADE � ct zO N WWW OO p_oL tn� oV 3 a W E N ,� " U y o D AT CENTERLINE W N 6 d• - m >-QZ5 SCALE 1"=40' HORIZ O o o s 6 0 co/�rte/� c U C S N N O_ O PROJ. No, 180114 z O (o SHEET 6 OF 21 O ate. It I- 0E o a d O vi N d V C N Lij QU 0 2 d W 0.50% O 3 p o o U N C .> — -- — O 3 .N. O <J N C 0.42% N V O N +T o c E � � U � d 0 o z y a c C w -c6> EX/SDNG GROUND c >. w 6 AT CENTERUNE , a o d N N Z O O C N N E QJ N\D z ?700TE�Vc�'(Y f� O V4to ��o 6 i9l ?696 o z >_692 om��o Q U w J V W z In W zo N ZO Z zoo}z W Z J J m 0 w U 2 O �J��Z >_688 z Kc> O w Q w pzmm� O Z d ' 4 ?684 a o S CUB OLA WAY ocz� , � ILI- got � Nrn c1cO 00 .D 00 civ I_. 1� 00 O „� w N M N W M d: M c0 M 00 L K G m co to O CD to to CD to cz O NO p rn N N N w N N N N N cV N N N n 0 )_700 ?692 '•:: F40 20+80 21+20 21+60 22+00 22+40 22+80 -0-1-40 2700- 2691 2% •: n.i-nn n.�dn n-LRn 1.LI)n 1 +60 2700 TEMPORARY TURN—AROUND FOR S. CUBOLA WAY me ?692 Nslll m aca E a> O 0 o o R p ol Z �C) CD s > Q o a Qac b vi p a= — O 00 a e°r° rn v L , a p O O CL 00 C W 0 c a v O N N W v N✓ N Q Z Z� O W w V) w EX/SIING GROUND 04- M I- Z m = �( o 0 Q LL �VMIN. Q] c' U O +L. O- W m FINISHED GRADE AT CENTERLINE O � ct zO O t N O C� V N N U °O OO p_oL tn� oV 3 a LLO E 1— U y o D c �18C p .Oi N U O .0 TEMPORARY TURN—AROUND FOR S. CUBOLA WAY me ?692 Nslll m aca E a> O 0 o o R p ol Z LL•p s > Q o a Qac b vi p a= v L N p rn N W �� CL 00 C W 0 c a v p p C� � O v N✓ N Q -q5> O P 04- M I- Z = �( o 0 Q LL m e p rn Q Q] c' U O +L. O- W m E i O � ct zO O t N O C� V N N U °O OO p_oL tn� oV 3 a LLO a 0 0 1— U y o D c �18C p .Oi N U O .0 W N 6 d• - O >-QZ5 SCALE 1"=40' HORIZ O o o s 6 0 co/�rte/� c U C S N N O_ O PROJ. No, 180114 z O (o SHEET 6 OF 21 O ate. It I- 0E o a d O vi N d V C N 0 QU 0 2 d W C U _ O 3 p o o U N C .> Q O 3 .N. O <J N C 1 yTl((• N V O N +T o c E � � U � d 0 o z y a c C w -c6> c >. 6 a o d N N Z O O C N N E QJ N\D ?700TE�Vc�'(Y f� V4to ��o 6 i9l ?696 o z >_692 om��o w J V W z In W zo N ZO Z zoo}z W Z J J m 0 U 2 O �J��Z >_688 z Kc> O z z z w w w pzmm� O Z d ?684 a o ocz� � got � Nrn c1cO 00 .D 00 civ I_. „� w _68o W W x ��_`- L O V _C)0, O az� cz O NO p rn w co Zoo LQ o - CL m Z z m W J O Ld Z � O O P 04- M i— Lu ZO �( o L LI w U) � °O O U c) O SCALE 1"=40' HORIZ 1"=4' VERT OLL 0 DWG.DATE 04/06%18 PROJ. No, 180114 z O (o SHEET 6 OF 21 O ate. It 11 0 Q W ST -3 O O Q LL z 0 /SHEETS/180114-ST-PRO.DWG 1 269 269 0 6 Rol 5 2U 14 SU 2U 11 14+40 UU 12 14+00 SU 1 S 16-1-60 16 2U 12 6U 1Z 4U 12 UU 11--6U q 11 20 20 10 80 10-40 14 10+00 14--40 9 + 61 14--80 W 00 O 15--20 Np+ 15--E vi > > > O N N O N O 0 W 2 N V a 3� J O U U O� Q 3 U z N w Q w� � O_ rn + U Z_ � tD O tTO Qf L O M O n g, - 0 v d -, M v Q Q0i 3 -- Q_ Q- Q-' O , cn 159 M N 0 w �U) n- O� O CD o , 1'MIN. — to N z + co m flo • c; CN Oi m 0 000 t0 O O m 0 000 to + m tD oo O 0 Q o a+ c U Q p st o^O c�i¢i II W �g -g Ln f� ^ w M^ -4 fin N p 1� 0 + + ¢ 00 N p 1 "=40' HQRIZ 1 "=4' VERT z !; II N 3 DWG.DATE 04/06/18 PROJ. � O N CD O N O 0 00 0 co C,4 m i 0 0 W t t L 1 p ST — 0 �' M Ncp o ■ W� �—�o�N� 0 FINISHED GRAD /SHEETS/ 1 80114-ST-PRO.DWG ``' a15 o W% w N w -tj n c c W co _mJ -1 c_> W V .Q O N w CL E O m W" Q J U O_ N N AT CENTERUNE N `n �' W cN s C N N V -0.40 ^ M �W� � (� N — oo h �0 >.� E O to o.447. m O c E 3 m F- C) 0.43% 0.43 0 1.947 00% _ z o N LNn 00 — — — — — 00 ►` � — — — — --- — ---- ---- ----- 1.940 pJ O O 0- W o v� p o 00 0.40% to o Y o o 0 00 0 0� Li} Y _7.00, o 0000 o_ o O O " aoi a3i N 0.40% _ + � � to N 0 ►2 N + i E(ISMO ATC 51110NG GROUND — — — — ---------- O+ co °m° m — Lon 00 t00 0 Ln , p 0 m — — — — — — — — — — ---------- EX/STING GROUND II E. MUR HINSON S . ti W m tD m L�+- O tD AT MVIERUNE I I I I I I 1, 1 I I 1 1 I I I 1 4 I I I I I C� �u G7 r ti st � co �F 0n Oco ON 4 I tD rn I t\ I w IL al 1 d- � N 1 M rn I n I cD I 0 op 'Q N I d I co p� N CO C� W C: L I I cn � 00 ; (" 00 tT 00 rn � 00 Di 00 ai C0 rn 22 0 0 tr O �' rn o o �' O o a' O E. RENWICK �' COU RT 0 NN co NN 0 NN 0 N co N to N O NN 0 N k N rn 0 N rn to N rn � 0 N rn c N m 0 N 0 CO C� L.V CD �- I L, C) 1.1 t N C9 LL I t.D LL I N t 7 �, 11 I CD Li I N Ll- �V I lL I N Li I N I Q) U- I L, c7 Li (n � N C� WLi L �-u U' L.L_ n t\ i cD O I t` O I ^ O O M N I O N M to I n 0� -" — d r a0 I 0 cD W Li r\ � � r- 00 00 � 0 00 0.50% oo — a0 a0 oo N 00 N 00 co N Go to N 00 co N co to N 00I co N 00 N 00 co Q3 N 00� co N 00 cV 00 N 00 to N N N N N N N N N N N N 1696 '_692 I•ii Me 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 12+00 11+60 11+20 10+80 10+40 10+00 9+60 2701 2691 269; •s l+6U 1 U UU 1 U 4U 1 U tiU 11 2U 11 6U 11 UU 12 4U 12 SU 1 S 20 1 S 60 14 00 14 40 14 80 15--20 15--60 16+00 16 q 8U 1S 20 16--60 O 'v 14 00 14--40 i 14--80 W 00 O 15--20 Np+ 15--E vi > > > O N N O N O 0 W 2 N V a 3� J O U U O� Q 3 U z N w Q w� EXISTI + (n (L% m CMo Y O v d -, M v Q Q0i 3 -- Oto O D) ^ O _ _J_p% 0 w �U) o , 1'MIN. — to N z + co m flo • c; CN cn .Q L- � (n T C3 o co co Q; co o 00 OMi H Z � a €>N�� oao�� 3 cvrn Q o a+ c FINISHED GRADE Q m of v o a LLJ c�i¢i II W �g -g ul N p 1� 0 + + ¢ 00 N p 1 "=40' HQRIZ 1 "=4' VERT z !; II N 3 DWG.DATE 04/06/18 PROJ. ZV V O AT CENTERUNE 0 0 _02- N — L S N fl 00 3 _ Vr 0 W 11,t L 1 ST — 0 11 Q o ■ W� �—�o�N� 0 /SHEETS/ 1 80114-ST-PRO.DWG �� a15 o w N ✓ a -tj n c c W co _mJ -1 U zV V .Q O N Co CL E O m V C N N U O_ N N N U CL O ; � p U N c cN s C N N V -0.40 ^ M �W� � (� — oo h �0 >.� E O to o.447. m O c E 3 m F- C) 0 0 0 C A _ z o N LNn 00 — — — — — 00 ►` � — — — — --- — ---- ---- ----- 1.940 pJ O O 0- W o v� p o 00 -0.50% to o Y o o 0 00 0 0� Li} Y o 0000 o_ o O O " aoi a3i N _ + � � to N 0 ►2 N + i E(ISMO ATC 51110NG GROUND ►+� � O+ co °m° m M Lon 00 t00 0 Ln p 0 m AT CENTERUNE + N II E. MUR HINSON S . ti W m tD m L�+- O tD I I I I I I 1, 1 I I 1 1 I I I 1 1 I I I I I C� �u G7 r ti st � co �F 0n Oco ON 4 I tD rn I t\ I w IL al 1 d- � N 1 M rn I n I cD I 0 op 'Q N I d I co p� N CO C� W C: L I I cn � 00 00 C0 (" 00 tT 00 rn � 00 Di 00 ai C0 rn 22 0 0 tr O �' rn o o �' O o a' O t7) I I �' N � co N 0 NN co NN 0 NN 0 N co N to N O NN 0 N k N rn 0 N rn to N rn � 0 N rn c N m 0 N 0 CO N N04 N N N N N N N N N N N N N ?700 ?696 ?692 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 2701 2691 269: • w QKI + bU 1U UU 1U 4U 1U tSU 00 11 2U 11 6U o s > a m 12 UU 1Z 4U 12 8U 1S 20 16--60 O 'v 14 00 14--40 i 14--80 W 00 O 15--20 Np+ 15--E vi > > > O N N O N O 0 W 2 N V U U O� Q 3 U z N w Q w� EXISTI GROUND (L% m Q W -- - 0 _ _J_p% 0 w �U) o , 1'MIN. co U z FINISHED GRADE W .Q L- � (n T AT CE UNE €>N�� oao�� 3 cvrn Q o a+ c Q m of v o a LLJ OD r �g -g C) OLL O : 1 "=40' HQRIZ 1 "=4' VERT J ? �oallo DWG.DATE 04/06/18 PROJ. ZV V O � 0 0 _02- N — L S N fl 00 3 _ Vr 0 LL F - c O E O � III ST — 0 o Q o ■ W� �—�o�N� 0 /SHEETS/ 1 80114-ST-PRO.DWG �� a15 o OL 3 0 N _ O� o ✓ a r V! n c c U zV V .Q O N Co CL E O m V C N N U O_ N N _ 3 O a 5 Q O U CL O ; � p U N c cN s C N N V ^ M �W� � (� — oo h �0 >.� E O to H m O c E 3 m F- C) 0 0 0 C A 'S V d 3 z o N LNn 00 rn cc Lo 00 ►` � Lr SQ Nom- I iTT O O 0- W o v� p o 00 w\p to o Y o o 0 00 0 0� Li} Y o 0000 o_ o O O " aoi a3i N _ + � � to N 0 ►2 N + i E(ISMO ATC GROUND ERUNE ►+� � O+ co °m° m M Lon 00 t00 0 Ln p 0 m + N II J ti W m tD m n O tD F¢ -CL -� W 1-5 1 W N C o %L `�' o co 04 II FINISHED GRADE ¢ w can �' -D° W II W II a J W AT CE RUNE N u — — — (n (n � N J W H N 0.50% 0� -" — 0.50% — — — — 0.50% - _--- -0.40%_/_ 0.40% — — 4'PIRR W SLV 3 'r a , S. PIONEER TRAIL WAY `a �1 c� U- W o LL � c� Li W o Li W 0 Li W o LL 12 W CD U- 2 W CD U- LV 2 ca 2, � �V � �1 2 c� LL �U 2 c� U- 2 �-V c� 2, 2 �U c� LL_ � co Li'• I I I I 1 1 1 I I I I I I I 1 I I I I � I f 7 L.L_ O M CD to n 1 t1� N LCi t[7 tD tli OO N Lo O " Lo N Ln p� tD CD I O Ci) st �- I p 0 N N cc 00 0 0 rn^ 0 ^ 0 �O 00 0 0 ap 0 0 2 0 0 0 0 p 0 C6 CA 0 OJ CA 0 op 0 O `� O O O O p) O p� N 0 N 0 N 0 N co N to �p N 0 �p N 0 N 0 N 0 N O N 0 N 0 0 N 0 0 N 0 to � N tT CC N N N N N N N N N N N N N N N 0 ?700 Its% ?692 I•�• off, He ME 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 —0+40 2704- 2701 269 269; 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE n_nn na-4n n_ -Rn 1a -9n 1 +60 2704 TEMPORARY TURN -AROUND FOR S. PIONEER TRAIL WAY ?700 CO '_692 =I L a> acv ELL 00 Z o s > a m C) • COD Lq U Nab O 'v d � i C) W 00 O d Np+ N vi > > > O N N O N O 0 W 2 N V U U O� s U z N w Q w� EXISTI GROUND (L% m Q W -- - 0 _ _J_p% 0 w �U) o 1'MIN. co U z FINISHED GRADE z .Q L- � (n T AT CE UNE €>N�� oao�� 3 cvrn Q o a+ c Q m of v o a LLJ OD r �g -g C) OLL O : TEMPORARY TURN -AROUND FOR S. PIONEER TRAIL WAY ?700 CO '_692 =I pNA.L ZSTE,�c�' f'L O��i Ta4�G W �- o N 3 > ? ~ O m :j oma= zor�W -ZNzz g z¢ZC>z 0 Yw r 4 O C-1 C> woo �sZW� U) oowo� z aoz C� p z m m ry =woo oZa O rn C tI Ld 00_:lot =) d _ OI_ � 00 C) LL_ '� w X W�oL� a2� Z C) ftimi v OW U) ca Ooom Zty- E01 W Z LQ L a> acv ELL 00 Z o s > a m C) • U Nab O 'v (1)+700 C) J W � vi > > > O N N O N O 0 W 2 N V U U O� s U oaa. _c Q> Q w� N .0 o , V N m (L% _O O Q W �{ O L +-+ 0 0 w �U) o co U z c: o o z .Q L- � (n T O 00 €>N�� oao�� 3 cvrn Q o a+ c Q m of v o a LLJ OD �g -g C) OLL O SCALE 1 "=40' HQRIZ 1 "=4' VERT J ? �oallo DWG.DATE 04/06/18 PROJ. ZV V O � 0 0 _02- N — L S N fl 00 3 _ 0 LL F - c O E O � III ST — 0 o Q o ■ W� �—�o�N� 0 /SHEETS/ 1 80114-ST-PRO.DWG �� a15 o OL 3 0 N _ O� o ✓ a r V! n c c U zV V .Q O N CL E O m V C N N U O_ N N _ 3 O a 5 Q O O ; � p U N c s C N N V y,,, �0 >.� E O H L d O N o+•C V C C C ov O c E 3 m 0 0 0 C A 'S V d 3 iTT O O 0- w\p o_ o O O " aoi a3i N N N N Z C o 6 Z � ..O- z pNA.L ZSTE,�c�' f'L O��i Ta4�G W �- o N 3 > ? ~ O m :j oma= zor�W -ZNzz g z¢ZC>z 0 Yw r 4 O C-1 C> woo �sZW� U) oowo� z aoz C� p z m m ry =woo oZa O rn C tI Ld 00_:lot =) d _ OI_ � 00 C) LL_ '� w X W�oL� a2� Z C) ftimi v OW U) ca Ooom Zty- E01 W Z LQ m Z C) • O 'v m J W C) LLJ z O U C) M LliW Z 0 W �{ O 0 w �U) z 00 O C) OLL O SCALE 1 "=40' HQRIZ 1 "=4' VERT J ? co DWG.DATE 04/06/18 PROJ. NO. 180114 z O � SHEET 7OF21 dao Q III ST — 0 o Q ■ LL Z 0 /SHEETS/ 1 80114-ST-PRO.DWG ABS Acrylonitrile -Butadiene -Styrene CONC Concrete EM Electric Meter ABAND Abandoned CONST Construct, Construction EG Edge of Gravel ACP Asbestos Cement Pipe COORD Coordinate EP Edge of Pavement AH Ahead CTV Cable Television EASE Easement ALT Alternate CY Cubic Yard EVC End of Vertical Curare BC Beginning of Curve DBL Double EXIST Existing BK Back DI Drop Inlet FG Finished Grade BM Bench mark DIA Diameter FH Fire . Hydrant BVC Beginning of Vertical Curve DIP Ductile Iron Pipe FL Flow Line BW Back of Walk DW Driveway FTG Footing CB Catch Basin DWG Drawing FS Finished Surface cf Cubic Foot E EASTING GALV Galvanized Cl Centerline EC End of Curve GB Grade Break CO Clean -Out (Sewer) ELEV Elevation GIRR Gravity Irrigation NOTES GENERAL CONSTRUCTION 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any addendums), the requirements of the Ada County Highway District (ACHD) and/or the requirements of the Idaho Transportation Department (ITD). The more stringent of any of these standards' shall be the controlling standards or specifications. 2. The Contractor shall have a co f the latest i pyo ate t C ty of Meridian Standard Specifications and Drawings on site at all times during construction (available on the website). Failure to have a current copy of the Standard Specifications on site could be grounds for a stop work order until the situation is resolved. 3. The Contractor shall hove plans stamped Approved for Construction" by City of Meridian Public Works Department on site at all times. The use of any plans on the job without the "Approved for Construction" stamp shall be grounds for the issuance of a stop work order. 4. All Contractors, Subcontractors and Utility Contractors shall attend a pre -construction conference (or an on-site meeting with the City of Meridian Project Inspector) prior to start of work. 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is required. No work may begin on any project without Twenty Four (24) hour prior notice. 6. All material furnished on or for the project must meet the minimum requirements of the approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that all materials installed on this project meet the specification requirements set forth in General Construction Note No. 1. 7. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. Work done without such approval does not relieve the Contractor from the responsibility of performing the work in an acceptable manner. 8. Inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works Department, and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved construction plans. 9. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 10. Quantity and placement of streetlights are contingent upon the electrical design by Idaho Power Company. The electrical contractor will be provided a street light map by the Meridian Public Works and Building Department, with the issuance of an Electrical Permit. 11. Take all lot dimensions, easements and certain off-site easements from the plat. 12. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage and irrigation improvements are in place and functioning. 13. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and control of traffic within and around the construction area. 14. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD at least twenty-four (24) hours prior to any construction. 15. The locations of existing underground utilities are shown in on approximate way only. The Contractor shall determine the exact location of all existing utilities before commencing work, The Contractor assumes all responsibility for any and all damages caused by his failure to exactly locate and preserve any and all underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. 16. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet from water mains. This requirement does not apply to catch basins or sand and grease traps. 17. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). 18. The Contractor shall keep on site at all times the approved construction plans on which is recorded the actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide these locations to the Design Engineer for use in the production of record drawings. 19. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including but not limited to storm drain construction, a trench backfill procedures, road way construction and concrete work. Any work to be done outside of the 300' extended boundary of the project will require a separate permit through ACHD Construction Services Division. The Contractor will schedule on inspection, requested through ACHD Construction Services, 208-387-6284, a minimum of 24 hrs. prior to construction starting. 20. All construction shall adhere to AIIWest Testing and Engineering Geotechnical Evaluation prepared on January 12, 2018. ROADWAY 1. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or-ITD at least twenty-four (24) hours prior to any construction. 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot improvements outside the public right-of-way. 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the i.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any improvements. 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public Works will inspect storm drainage improvements serving private roads, parking lots and other paving improvements outside the public (ght-of-way. 7. Place all water valves, blow -offs and manholes so that they do not conflict with any concrete curb and gutter, valley gutter or sidewalk improvements. 8. The street Contractor shall backfill all sidewalks at the completion of the paving. 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and include any area damaged by equipment during trenching operations. 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, contractor shall replace the entire roadway surface. 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel path of a lane. Matchline shall only fall in the center or edge of a travel lane. 4). Flowable fill or imported material may be required if the native trench material is deemed unsuitable by ACHD Inspector, does not meet compaction standards or time is a critical factor. 5). Any exceptions to these rules shall be pre -approved in writing by ACHD Staff before construction begins. 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the ACHD Policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the design. All variances from ACHD Policy shall be approved in writing. The following variances, listed by date and short description, were approved for the project: Seepage Beds wider than 15', to be approved by ACHD. 11. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including, but not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete work. Any work to be done outside of the 300' extended boundary of the project will require a separate permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, requested through ACHD Inspection Services, 208-387-6284, a minimum of twenty-four (24) hrs. prior to construction starting. STANDARD ABBREVIATIONS GM Gas Meter LP Low Point GR Grade LT Left HDPE High Density Polyethylene MAINT Maintenance HORIZ Horizontal MH Manhole HP High Point MW Monitoring Well INV Invert N Northing IP Iron Pipe NO. Number IRR Irrigation OHP Overhead Power ISPWC Idaho Standards For Public PC Point of Curvature SS Works Construction PCC Point of Compound Curvature L Length PE Polyethylene LB Pound PIRR Pressurized Irrigation LF Linear Foot VERT Vertical WATER PL Property line POC Point on Curve POT Point on Tangent PP Power Pole PSI Pounds per Square Inch PT Point of Tangency PVC Polyvinyl Chloride PVMT Pavement R Radius R/W Right -of -Way RCP Reinforced Concrete Pipe REF Reference RL Ridge Line RR Railroad 1. Construction of the water system shall conform to the standards in the "Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). The pipe material used for sleeving must be impervious to contamination from petroleum products and must be approved by the Idaho Department of Environmental Quality (IDEQ). 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all AWWA and standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the Supplemental Specifications and Drawings to the ISPWC. Water mains shall be AWWA C-900, or C-909, Class 150 PVC. 8. Five (5) feet of cover shall be provided for all water mains located in a section -line and mid section -line rood. Four (4) feet of cover shall be provided for all other water mains. 9. Locate subsurface storm water disposal facilities (including un -lined ponds, infiltration beds and drywells) at least 25 feet from main water lines. This requirement does not apply to catch basins or sand and grease vaults. 10. The Contractor shall notify the Public Works Department two (2) working days before initial construction begins and shall also request inspection of water lines and appurtenances twenty-four (24) hours in advance of backfilling. 11. Construct, pressure -test, flush and disinfect all water distribution systems in accordance with applicable portions of Section 401 of the Supplemental Specifications and Drawings to ISPWC. 12. The Contractor shall be responsible for locating and marking all existing service connections per Standard Drawing SW3. 13. After installation of the water mains, the trenches shall be compacted to 95 percent of maximum density to prevent further settlement. 14. The Contractor shall field -verify all valve box lid elevations to assure the lid elevations match final street grade, & that all meter lid elevations match an extension of the sidewalk grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign debris and to ensure that the locking lids are free of concrete from the collar pouring operation. 15. Flanged or mechanical -joint valves shall be located in the street, and fire hydrants are to be centered between back of sidewalk and the right-of-way as shown on Standard Drawing W7. All gate valves shall be set as close (flange connected) as possible to main line fittings. 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Engineer. 17. The Contractor may pressure test all water lines before disinfection and flushing, for His own benefit prior to installation of other utilities to ensure the integrity of the installed line. After all utilities are installed and prior to paving, the Contractor shall perform a final pressure test and finder wire continuity test with Meridian Public Works Department personnel in attendance. The Contractor shall furnish all personnel and equipment necessaryto conduct the test. Only water from the City of Meridian's water system shall be used to conduct the pressure test. 18. The most current edition of the City of Meridian Specifications and Standards Book MUST be on-site at all times. A stop order can be issued if the book is not on-site. 19. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. STREET PLAN LEGEND 0+00.00 Centerline Stationing Concrete Vertical Curb, Gutter & Separated Sidewalk, per ACHD Supplemental to ISPWC SD -701 & SD -709 Concrete Rolled Curb, Gutter & Separated Sidewalk, per ACHD Supplemental to ISPWC SD -702 & SD -709 5' Concrete Sidewalk per ACHD Supplemental to ISPWC SD -709 Valley Gutter, per ACHD Supplemental to ISPWC SD -708 Storm Drain System with a Drop Inlet, Tyype IV 0-12"SD o o per ACHD Supplemental to ISPWC SD -604A & Manhole, ISPWC SD -611 - - Boundary Line Right -Of -Way Line Centerline Lot Line - Direction of Surface Flow SEWER Rt Right SW Sidewalk S Slope SY Square Yard SB Seepage Bed TAN Tangent SD Storm Drain TC Top of Curb SEC Section TEL Telephone SF Square Foot (feet) TOB Top of Bank SG Sand and Grease Trap TOE Toe of Slope SP Signal Pole TOPO Topography SPRK Sprinkler TRANS Transition SS Sanitary Sewer TYP Typical STS Storm Tank System VB Valve Box STA Station VC Vertical Curb STD Standard VERT Vertical SVC Supered Vertical Curb WM Water Meter 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of verticala ara i h s p t on, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line crosses a stormwater treatment facility (i.e., seepage beds, drainage swales). 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to subgrade or top of pipe to natural ground, use "Class 200 water pressure pipe", ASTM D 2241, SDR 21, including service lines and fittings. 6. The Contractor shall conduct an air pressure test and television inspection after all underground utilities have been installed. The Contractor shall provide a videotape of the inspection prior to final acceptance of the sewer. 7. All CCN inspections shall be completed by third party testing firm. 8. Approval and acceptance of all sewer construction will be by the Public Works Department and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the approved construction plans and Standard Specifications and Drawings. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, unless otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the Supplemental Specifications and Drawings to the ISPWC. 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. and Std. Dwg. SW3. The service marker shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may be a maximum five (5) feet deep at the property line unless otherwise approved by City Engineer. 11. The Public Works Department will inspect all public sewer construction whether within public right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours prior to start of construction, and again twenty-four (24) hours prior to pouring concrete collars. 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe laying and pipe joining operations and while making sewer taps. Clean and restore to their original state any ditches and storm drain facilities that are silted due to the Contractor's dewatering efforts. Bedding and pipe zone material shall be three-quarter (3/4) inch rock chips unless otherwise approved. 13. The Ada County Highway District will inspect the trench above the pipe zone in accordance with current ACHD standards. 14. Install sewer service lines prior to street improvements. 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 17. All manholes shall beon r c st ucted to be watertight with the top of .cone located within one (1) foot of the finished grade. The sewer Contractor shall supply all lid assemblies and the required number of risers and grade rings. The sewer Contractor shall field -verify the elevation of the top of the manhole cone to assure that all ring elevations match final street grades. Manholes may have 12 inches maximum of grade rings. 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the concrete collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The paving Contractor shall contact the City of Meridian Public Works Department 24 hours prior to pouring concrete collars. 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with the vertical wall placed on the upstream side and rotated 45 degrees. Manholes less than four (4) feet deep shall have concentric cones. 20. The Contractor may air test all the sewer lines after backfilling and settling of the trenches for his own benefit prior to the installation of the other utilities to ensure the integrity of the installed line. He shall furnish all equipment and personnel required to perform the test. The Contractor shall retest all sewer lines, in the presence of the inspector for the City of Meridian Public Works Department, after all utilities have been installed and prior to installation of the street surfacing. The Contractor shall schedule with City of Meridian Public Works Department a minimum of 24 hours prior to the retest. 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Engineer. 22. The Contractor shall be responsible for locating and marking all existing service connections in accordance with Standard Drawing SW3. 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC Book MUST be on-site at all times. A stop order can be issued if the book is not on-site. SEWER LEGEND 10 21 �- Ste- Sewer Line & Station --Q- Sf Sewer Manhole S.C. Service Connection S.L. Service Length S.I. Service Invert GRD -2 Exist. Sewer Line 4 and Manhole ice �:- Existing Fire Hydrant 01 BENCH MARKS NAVD88 NAD83 (AQA CO. HARM VERTICAL DATUM HORIZONTAL DATUM By I ELEVATION = 2691.29 N = 688,414.1 CHISEL " X ", IN HEADWALL E = 2,464,845.5 BM ELEVATION = 2686.99 N = 688,382.5 PK & WASHER IN PAVEMENT E = 2,463,848.1 ELEVATION = 2686.52 N = 688,411.4 CHISEL " X ", TBC E = 2,462,871.9 HORIZONTAL DATUM USED US GOVERNMENT HORIZONTAL NAD83 ADJUSTED TO THE ADA COUNTY H.A.R.N. SURVEY SHEET INDEX N !/1 fA T •'-' V � C'N L O no u,a Ems•N LL U Q�> 0- CL W W � E U VU .�a.o aa1EE 6-°...-� � -6 0 O-'_ Q 'O O Q L � Do, N L y C+ U` _ Q u, N Tii •a � ` � o LL o� E irV ;> a a -A vi LL me 3 m_�o •rn M d' U n W m C•N �U O �" U ZV O o L a N o O/� v fns p_3 'a ID CL U �o�o` o I- U rno=- ti E-� 3 Z _� V U 'OOL p 'Q •U d •C O to -U a. 0 E 0 0 yT+ N V QU 2_2 C '>j O ; ti O N c C U 0 o c CE V 3� CC, w V •U N i y 3 •aU,l 3:,2 'a O vNi N (A 0 'C SITE PLAN 1 " = 200' THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT L OCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. WATER LEGEND g'w Construct Water Line v=' Install Double Water Service Install Single Water Service �- Install Fire Hydrant ►- Install Conc. Thrust Block - - -8"W- - - Existing Water Line - - - -� Existing Double Water Service -o-- Existing Single Water Serv 0 -- ,DW I I Q 21 T-1 =TITLE SHEET 2 OF o Q o GRD -1 =GRADING PLAN (TO BE ADDED IN FUTURE SET) 3 OF 21 GRD -2 = GRADING PLAN (TO BE ADDED IN FUTURE SET) 4 OF w ST -1 =STREET PLAN 5 OF 21 I w J =STREET PLAN � z OF 21 ST -3 =STREET PROFILES 7 `L 21 O =STREET PROFILES 8 OF 21 SD -1 W 9 OF 21 SD -2 =STORM DRAIN PLAN 10 OF 21 LiGHT =STREET LIGHT PLAN 11 OF 21 S-1 =SEWER AND WATER PLAN &PROFILE � E. TACONIC DRIVE By S. MONTAGUE WAY 12 OF 21 BM 1 �3 BA�f - - E. WOODVILLE DR/ S. CUBOLA WAY 13 OF / S-3 =SEWER AND WATER PLAN & PROFILE S. CUBOLA WAY 14 OF BLKA S-4 =SEWER AND WATER PLAN & PROFILE E. TACONIC DRIVE E. RENWICK CT. 1 2 3 4 5 6 OF 21 i =SEWER AND WATER PLAN &PROFILE 7 16 OF 21 S-6 =SEWER AND WATER PLAN & PROFILE 8 E. MURCHISON ST. 17 OF 21 PIRR-1 E. WOODVILLE DR. 18 OF 9 PIRR-2 I 19 �Q 30 29 28 2710 26 25 =PRESSURE IRRIGATION DETAILS &NOTES 20 OF I DT -1 =STREET DETAILS BLK.2 OF 21 DT -2 i t 19 - _ 20 21 22 23 24 12 E. RENWICK CT. 13 1 14 2 18 17 16 15 14 13 12 :5 1 o BLK.2 m 15 O Z 2 3 4 5 6 7 8 9 10 11 U vi 16 17 Y 3 M E. MURCHISON ST. 18 4 1 2 3 4 5 6 7 8 Y 19 5 BLK.2 20 I I I I ice �:- Existing Fire Hydrant 01 BENCH MARKS NAVD88 NAD83 (AQA CO. HARM VERTICAL DATUM HORIZONTAL DATUM By I ELEVATION = 2691.29 N = 688,414.1 CHISEL " X ", IN HEADWALL E = 2,464,845.5 BM ELEVATION = 2686.99 N = 688,382.5 PK & WASHER IN PAVEMENT E = 2,463,848.1 ELEVATION = 2686.52 N = 688,411.4 CHISEL " X ", TBC E = 2,462,871.9 HORIZONTAL DATUM USED US GOVERNMENT HORIZONTAL NAD83 ADJUSTED TO THE ADA COUNTY H.A.R.N. SURVEY SHEET INDEX N !/1 fA T •'-' V � C'N L O no u,a Ems•N LL U Q�> 0- CL W W � E U VU .�a.o aa1EE 6-°...-� � -6 0 O-'_ Q 'O O Q L � Do, N L y C+ U` _ Q u, N Tii •a � ` � o LL o� E irV ;> a a -A vi LL me 3 m_�o •rn M d' U n W m C•N �U O �" U ZV O o L a N o O/� v fns p_3 'a ID CL U �o�o` o I- U rno=- ti E-� 3 Z _� V U 'OOL p 'Q •U d •C O to -U a. 0 E 0 0 yT+ N V QU 2_2 C '>j O ; ti O N c C U 0 o c CE V 3� CC, w V •U N i y 3 •aU,l 3:,2 'a O vNi N (A 0 'C SITE PLAN 1 " = 200' THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT L OCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. WATER LEGEND g'w Construct Water Line v=' Install Double Water Service Install Single Water Service �- Install Fire Hydrant ►- Install Conc. Thrust Block - - -8"W- - - Existing Water Line - - - -� Existing Double Water Service -o-- Existing Single Water Serv 0 -- ,DW OF 21 T-1 =TITLE SHEET 2 OF 21 GRD -1 =GRADING PLAN (TO BE ADDED IN FUTURE SET) 3 OF 21 GRD -2 = GRADING PLAN (TO BE ADDED IN FUTURE SET) 4 OF 21 ST -1 =STREET PLAN 5 OF 21 ST -2 =STREET PLAN 6 OF 21 ST -3 =STREET PROFILES 7 OF 21 ST -4 =STREET PROFILES 8 OF 21 SD -1 =STORM DRAIN PLAN 9 OF 21 SD -2 =STORM DRAIN PLAN 10 OF 21 LiGHT =STREET LIGHT PLAN 11 OF 21 S-1 =SEWER AND WATER PLAN &PROFILE S. MONTAGUE WAY 12 OF 21 S-2 =SEWER AND WATER PLAN & PROFILE E. WOODVILLE DR/ S. CUBOLA WAY 13 OF 21 S-3 =SEWER AND WATER PLAN & PROFILE S. CUBOLA WAY 14 OF 21 S-4 =SEWER AND WATER PLAN & PROFILE E. RENWICK CT. 15 OF 21 S-5 =SEWER AND WATER PLAN &PROFILE S. PIONEER TRAIL WAY 16 OF 21 S-6 =SEWER AND WATER PLAN & PROFILE E. MURCHISON ST. 17 OF 21 PIRR-1 =PRESSURE IRRIGATION PLAN 18 OF 21 PIRR-2 =PRESSURE IRRIGATION PLAN 19 OF 21 PIRR-3 =PRESSURE IRRIGATION DETAILS &NOTES 20 OF 21 DT -1 =STREET DETAILS 21 OF 21 DT -2 =STORM DRAIN DETAILS w C o U Z 1 VICINITY MAP N.T.S. LOCATED IN NE 1/4 OF 21 T-1 =TITLE SHEET 2 OF 21 GRD -1 =GRADING PLAN (TO BE ADDED IN FUTURE SET) 3 OF 21 GRD -2 = GRADING PLAN (TO BE ADDED IN FUTURE SET) 4 OF 21 ST -1 =STREET PLAN 5 OF 21 ST -2 =STREET PLAN 6 OF 21 ST -3 =STREET PROFILES 7 OF 21 ST -4 =STREET PROFILES 8 OF 21 SD -1 =STORM DRAIN PLAN 9 OF 21 SD -2 =STORM DRAIN PLAN 10 OF 21 LiGHT =STREET LIGHT PLAN 11 OF 21 S-1 =SEWER AND WATER PLAN &PROFILE S. MONTAGUE WAY 12 OF 21 S-2 =SEWER AND WATER PLAN & PROFILE E. WOODVILLE DR/ S. CUBOLA WAY 13 OF 21 S-3 =SEWER AND WATER PLAN & PROFILE S. CUBOLA WAY 14 OF 21 S-4 =SEWER AND WATER PLAN & PROFILE E. RENWICK CT. 15 OF 21 S-5 =SEWER AND WATER PLAN &PROFILE S. PIONEER TRAIL WAY 16 OF 21 S-6 =SEWER AND WATER PLAN & PROFILE E. MURCHISON ST. 17 OF 21 PIRR-1 =PRESSURE IRRIGATION PLAN 18 OF 21 PIRR-2 =PRESSURE IRRIGATION PLAN 19 OF 21 PIRR-3 =PRESSURE IRRIGATION DETAILS &NOTES 20 OF 21 DT -1 =STREET DETAILS 21 OF 21 DT -2 =STORM DRAIN DETAILS OF SECTION 32 TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M. MERIDIAN, ADA COUNTY, IDAHO LL DEVELOPER 00 UONWOOD PROPERTIES, LLC 11606 CARTWRIGHT ROAD BOISE, IDAHO 83714 Contact: JAMES SMITH Telephone: (208) 514-9303 O U 00 O U O � O o o W J > � 0 O W o °° Q 00 Q LL Z 0 �05 a mo>- -� Z ZW��Z W � J to Z ZZ ZZ N O Z a o > w a �a 0 O Z N O 1- W J ~ Z W N cn �owao Z O N Z O C) o � J O O I y Iw--. M Z N rn (0 � o0 M raoN O w LL_ LAJ z W Noo O rn - _o 00 ca 00 ft COD 0) L4 CL /SHEETS/180114-T1.DWG o �� ZZZaw cn ZN v m ; W �WaZ� dca ^ m W � W 4rZ 0=Go LLJ ~4 1 VS M W �I o - 0 FLd /SHEETS/180114-T1.DWG o �� w 0 ZN v N o r OLd SCALE NTS DWG.DATE 04/06/18 PROD. No. 180114 SHEET 1 OF 21 T-1 /SHEETS/180114-T1.DWG /SHEETS/180114-T1.DWG