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sm MONITORING OR INSTALL D TO GRADEr MONITORING ��•�•• WEH uFn 18- 1 • • • (TOP HALF) D SEE DETAIL, THIS SHEET����112 PIPE,15 B070M ELEVATION 'R c ..;..�•!g !.� xLAN SHEET OF * '' Li COMPACTED .y y, STABLE Risfil MAXIMUM ELEVATION OF ROCK = "A" 1: N.lw I . t BELOW SAND FOR SB#2 ONLY. END PERF. PIPE �I izI I! ISI Ro �� la,l I 9 f a I I I I SEE PLAN VIEW f It— OUTSIDE BED 2 11' 1.5 2` 45' 54' MIN. MONITORING 59.5' WELL 4 SEE SHEET SD—1 FOR BED ORIENTATION k 30' 30' ° 5'SW 8' 15.5' 16.5' 8' 5'SW LOS F V LANDING � VLANDING _21 14.5' 14.5' 2e LANDING I � 11 LANDING O I 2.5" ASPHALTIC PAVEMENT © 5" CONCRETE SIDEWALK - SEE ACRD ® 13" PIT RUN GRAVEL 5 � SUPPLEMENT TO ISPWC SD -709 ® COMPACTED STABLE SUBGRADE �I ACRO SU PLE ENT TO SGUTTER SD -702 O CR SH D/ GRAVELS © CENTERLINE STREET DESIGN CEIR VALUE= 5.7 PER GEOTECHNICAL INFORMATION PROVIDED BY ALLWEST TESTING & ENGINEERING REPORT, DATED AUGUST 27, 2018. SEEPAGE BED KEYNOTE LIST IIENI DESCRIMON R° 1 h" - 2" CLEAN DRAIN ROCK. Sa FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR "FILTER SAND" - SEE TABLE 1 OF THE ISPWC. 30 MIL PVC LINER, ACROSS BOTTOM OF ROCK AND ALONG OUTSIDE EDGE OF ROCK. LINER SHALL BE CONTINUOUS (SEAMS FACTORY SEALED) OR CONTRACTOR SHALL PROVIDE 12" OVERLAP AT SEAMS. (SLOPE BOTTOM OF LINER UNDER ROCK PORTION OF SEEPAGE BEDS (1%) TOWARDS SAND.) Wff WOVEN FILTER FABRIC PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) (INSTALL BETWEEN ROCK AND SAND AS SHOWN) Nwf NON -WOVEN FILTER FABRIC TOP & SIDE PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) SEEPAGE BED NOTES: 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN ELEVATION FOR THE INFILTRATION FACILITY. 3. IF ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION, INCLUDING LINER INSTALLATION. 5. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. STREET SECTION 60' RIGHT-OF-WAY 3" ROLLED CURD — DETACHED SIDEWALK (TYPICAL. STREET SECTION) PER ACHD SUPPLEMENT TO I.S.P.W.C. SD -702 AND SD -709 NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP -3 0.5 INCH � MIX, PG 58-28. N.T.S s In - IASE AND SUB-13ASE SHALL EXTEND 6" MINIMUM BEHIND NOTE: 12" OR r i PERFORATED .. y■ •'Y yIN PIPE. PERFORATIONS SHALL BE IN ACCORDANCE WITH AASHTO M304-03ORIENTED UPWARD .O ALL AROUND (ACCEPTABIE PIPE REPLACEMENT- 7 N-12 HDPE PERFORATED PER AASHTO M-294). 15" PIPE PERFORATION (ALL AROUND)!, (SEE SHEET SD -1 AND SD -2 FOR • NOTE: ACCORDANCE18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS SHALL BE IN 0Ts AND ORIENTED UPWARD FROM TOP HALF (ACCEPTABLE PIPE REPLACEMENT: 18-0 ADS N-12 HDPE PERFORATED PER AASHTO M-294). Y Y W J n C a O golgic RM omms M;l SMI Li-4- ®- > n `o a> Q n na END PERF. PIPE �I izI I! ISI Ro �� la,l I 9 f a I I I I SEE PLAN VIEW f It— OUTSIDE BED 2 11' 1.5 2` 45' 54' MIN. MONITORING 59.5' WELL 4 SEE SHEET SD—1 FOR BED ORIENTATION k 30' 30' ° 5'SW 8' 15.5' 16.5' 8' 5'SW LOS F V LANDING � VLANDING _21 14.5' 14.5' 2e LANDING I � 11 LANDING O I 2.5" ASPHALTIC PAVEMENT © 5" CONCRETE SIDEWALK - SEE ACRD ® 13" PIT RUN GRAVEL 5 � SUPPLEMENT TO ISPWC SD -709 ® COMPACTED STABLE SUBGRADE �I ACRO SU PLE ENT TO SGUTTER SD -702 O CR SH D/ GRAVELS © CENTERLINE STREET DESIGN CEIR VALUE= 5.7 PER GEOTECHNICAL INFORMATION PROVIDED BY ALLWEST TESTING & ENGINEERING REPORT, DATED AUGUST 27, 2018. SEEPAGE BED KEYNOTE LIST IIENI DESCRIMON R° 1 h" - 2" CLEAN DRAIN ROCK. Sa FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR "FILTER SAND" - SEE TABLE 1 OF THE ISPWC. 30 MIL PVC LINER, ACROSS BOTTOM OF ROCK AND ALONG OUTSIDE EDGE OF ROCK. LINER SHALL BE CONTINUOUS (SEAMS FACTORY SEALED) OR CONTRACTOR SHALL PROVIDE 12" OVERLAP AT SEAMS. (SLOPE BOTTOM OF LINER UNDER ROCK PORTION OF SEEPAGE BEDS (1%) TOWARDS SAND.) Wff WOVEN FILTER FABRIC PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) (INSTALL BETWEEN ROCK AND SAND AS SHOWN) Nwf NON -WOVEN FILTER FABRIC TOP & SIDE PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) SEEPAGE BED NOTES: 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN ELEVATION FOR THE INFILTRATION FACILITY. 3. IF ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE TRENCH IS FULL EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO ACHIEVE THE REQUIRED INFILTRATION. 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION, INCLUDING LINER INSTALLATION. 5. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. STREET SECTION 60' RIGHT-OF-WAY 3" ROLLED CURD — DETACHED SIDEWALK (TYPICAL. STREET SECTION) PER ACHD SUPPLEMENT TO I.S.P.W.C. SD -702 AND SD -709 NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP -3 0.5 INCH � MIX, PG 58-28. N.T.S s In - IASE AND SUB-13ASE SHALL EXTEND 6" MINIMUM BEHIND NOTE: 12" OR r i PERFORATED .. y■ •'Y yIN PIPE. PERFORATIONS SHALL BE IN ACCORDANCE WITH AASHTO M304-03ORIENTED UPWARD .O ALL AROUND (ACCEPTABIE PIPE REPLACEMENT- 7 N-12 HDPE PERFORATED PER AASHTO M-294). 15" PIPE PERFORATION (ALL AROUND)!, (SEE SHEET SD -1 AND SD -2 FOR • NOTE: ACCORDANCE18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS SHALL BE IN 0Ts AND ORIENTED UPWARD FROM TOP HALF (ACCEPTABLE PIPE REPLACEMENT: 18-0 ADS N-12 HDPE PERFORATED PER AASHTO M-294). 1pNAL Y Y W J n C a O 0 O N O OD N 10O C O 0 0> a Li-4- ®- > n `o a> Q n na V ♦+ y O -0 V C Z O C9 A' W •F� O � ^"' CS L . C to > i .® > .F > o O vy en E •® +�+ O (D Eoa n'd. U W O f\ V/� C Z3 V CSS O C G e+ O 0 O . z z z a Z Lj � � ?a O_ � _ � f1 ..5+ a V O as O R o O QS O cp` t2 C to CL -U � a O B �t W O C GW _ 0 nCL 0 ?y no wo N Z c O'!uJ 0 r = //�� n n V O t iV ® ,py ® ski 'q- d to O ®� en G Q < • Mix U O w n. Lad cn CNI o 5, o.' 0 LL a-�S' -DWG.DATE1 �0yscl- • d4 U ; PROJ. NO. 190402 C — V y ie 11 f 1 %� (�j cnE � . o a E H c SHEET 15 OF 15 ti ®� s' o <: W � = "V r ! �o®Qo2_® $a o� G .O wcIA U C g a.Z V e a 03 CLO V C O O d O a O V �• a y N — Q) c � rl z o C G � O�CN O U O 0>D> O. 8 O �oc�0�� G ® - t _ , O 1pNAL �o o c° ®Nm tz co �aoN m QZco ® ®®� of of� w Z m N W C Q CL Y Y W J 7 �a N W Z Z Z H V C Z O C9 Z d Y O W O �j F z w vW z z z a Z _O (y- W O a �o o c° ®Nm tz co �aoN m QZco ® ®®� of of� w Z m N W C Q CL 7 �a ., ■ s• �.�3. t • CNI 0 LL SCALE -DWG.DATE1 • - PROJ. NO. 190402 0 1 . SHEET 15 OF 15 ti L <: °.0 r ! r t 4 5: COMM, Q" \ / f ✓ rn iN EXISTINGy Ji \\.00, R� NAL STREET LIGHT NOTES u s,T�,o� 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE `� 0 X\_1CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL o = J \ \ �, `� \ 4 ZBLOCK 2 \ w zf\f`SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. o 14 Z ZaJ • ��` \ 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING \WORK. m N / \ \\ \' \rt 14 WORK o=� . USE THE ONLINE CITIZEN PORTAL AT z Q W https://cifizenportal.meridiancity.org/CiUzenAccess/ TO OPEN A PERMIT AND EXISTING �, \ r 5 \�., \ REQUEST INSPECTIONS. o N o \ \ ��`•� \ `\ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED o Z z h\s m 13 WIRING. ,° ~• \\fit \ 13 ��Cm / cy- \ � \ \ �` -�`f 4. STREET LIGHT BASES SHALL BE LOCATED 10 MIN. FROM TREES, 5 MIN. FROM \ F %' \ °� FIRE HYDRANTS AND 2 MIN. FROM WATER METERS. 6 \ \ \ \�' 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH O g \ 1 A REDLINED AS BUILT DRAWING OF THIS PIAN SHEET TO THE STREET LIGHTING ,� \ \ 12 ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN CITY PUBLIC M \OOOOOC \ WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. N 12 \ \ �s o 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) O 00 x �� \ `r , \ \ \ ` 898-5500 FOR QUESTIONS REGARDING UTILITY' CONFLICTS, OR TO ACCESS � � � 0 LIL EXISTING Q " \ � `\\\ `�, :: \ \ \ \ � � LOCKED METER PEDESTALS. � � a \ \ \� :\ \ J \ \ \ \ �� 11 7. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. z \ �•. V o . v" 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. O O u,Go \: \ — — — Cp- Z 9 9 9. THERE IS A 10, STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN c o \ 'COMMON \ \ \ THIS SUBDIVISION. Q \\ L, 10. TYPE 1 POLES SHALL BE BLACK. 10 \ s \ \10 BLOCK 3 cq o \000000 \ y a \\ , # OOOOOC — — rB-GlRR — -- --\ .cb — ca a L� EXISTING ", A 1: \ L�ANDSCA.PING NOTES � ;� � °— + r 9 �4 E MORES TRAIL DR. \ — J — 1® LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED ®M _ AFTER CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO J ACCOMMODATE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS.004 N ( g_. L LI �( I z 0=4 o LL1 JJ oui Jm cn — — \ 8 0 CD ---\ --af 2 3 4 5 6 7 \ z � BLOCK 2 \ \ COMMON V �� '� L r \ — I r— IZ SCALE 1 "=50' 8'ARY 4 - oil > DWG.OATE 07,Al2/19 ORR z O PROD. N0. 190402 CL SHEET 4 OF 15 — — — - —EF---- —_——_----------- m QEXISTING Lu < LGT-1 L- z 1 !SHEETS/190402—LGT.GWG 2 L, a" E2 ooG N O O> a, L �J a..+> a0.� W cc . o t E N s c O CL o Qac p O aov a � U yo. 2 p C f!1 CL Q $ O Q - C cm—3 N o -,=mac c _ a E ` O C U yOrn LL c ; c o+ A O o ® O_' U O u dW 4 m CS Q� y ✓ a z 00 G '��`-• O L O � 4•I 50 25 0 50 900 150 LL y — U dC c y� y y G O C dl 00 C r O O SCALE IN FEET > g o acs o _ c)CL a> a> y p 0 p cf8 faf Z � o. 3• o y t= a.0 V E ® aUyV �- vm� �`{ •V Q�f V ro0- c O O C ` 3 . c c LEGENDS 'O V 4 C y p C G9 O •- C U$ s u I� Q •6 � � C � c +. EXISTENG � •U qD ` N $ EXISTING STREET LIGHT • PROPOSED TYPE II STREET LIGHT tP O � O O+ V y ' E, LdGHT MERIDIAN CITY LIGHT POLE NO. O y O C W L ®% O • �v " CE C o m O rt V) odd o z R� NAL STREET LIGHT NOTES u s,T�,o� 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE `� 0 X\_1CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL o = J \ \ �, `� \ 4 ZBLOCK 2 \ w zf\f`SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. o 14 Z ZaJ • ��` \ 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING \WORK. m N / \ \\ \' \rt 14 WORK o=� . USE THE ONLINE CITIZEN PORTAL AT z Q W https://cifizenportal.meridiancity.org/CiUzenAccess/ TO OPEN A PERMIT AND EXISTING �, \ r 5 \�., \ REQUEST INSPECTIONS. o N o \ \ ��`•� \ `\ 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED o Z z h\s m 13 WIRING. ,° ~• \\fit \ 13 ��Cm / cy- \ � \ \ �` -�`f 4. STREET LIGHT BASES SHALL BE LOCATED 10 MIN. FROM TREES, 5 MIN. FROM \ F %' \ °� FIRE HYDRANTS AND 2 MIN. FROM WATER METERS. 6 \ \ \ \�' 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH O g \ 1 A REDLINED AS BUILT DRAWING OF THIS PIAN SHEET TO THE STREET LIGHTING ,� \ \ 12 ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN CITY PUBLIC M \OOOOOC \ WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. N 12 \ \ �s o 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) O 00 x �� \ `r , \ \ \ ` 898-5500 FOR QUESTIONS REGARDING UTILITY' CONFLICTS, OR TO ACCESS � � � 0 LIL EXISTING Q " \ � `\\\ `�, :: \ \ \ \ � � LOCKED METER PEDESTALS. � � a \ \ \� :\ \ J \ \ \ \ �� 11 7. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. z \ �•. V o . v" 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. O O u,Go \: \ — — — Cp- Z 9 9 9. THERE IS A 10, STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN c o \ 'COMMON \ \ \ THIS SUBDIVISION. Q \\ L, 10. TYPE 1 POLES SHALL BE BLACK. 10 \ s \ \10 BLOCK 3 cq o \000000 \ y a \\ , # OOOOOC — — rB-GlRR — -- --\ .cb — ca a L� EXISTING ", A 1: \ L�ANDSCA.PING NOTES � ;� � °— + r 9 �4 E MORES TRAIL DR. \ — J — 1® LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED ®M _ AFTER CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO J ACCOMMODATE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS.004 N ( g_. L LI �( I z 0=4 o LL1 JJ oui Jm cn — — \ 8 0 CD ---\ --af 2 3 4 5 6 7 \ z � BLOCK 2 \ \ COMMON V �� '� L r \ — I r— IZ SCALE 1 "=50' 8'ARY 4 - oil > DWG.OATE 07,Al2/19 ORR z O PROD. N0. 190402 CL SHEET 4 OF 15 — — — - —EF---- —_——_----------- m QEXISTING Lu < LGT-1 L- z 1 !SHEETS/190402—LGT.GWG TB TB TB `j S1 S1 E9 E9 lr / E9 f f A 20 LF S1 t \ \ P4 106 L• S1 TB ,r f` / \\` \ ` �o D � � X92 �` i �--• .. ,.rr � /' ��` 88 E9 N4 S1 a S1 / EXISTING VALVE A �' '. �� EXISTING 8" SLEEVE S1 BLOCK 4 98 s1 5 6 S1 ♦ G' ? 4, 9 C MMO. P4a y:' 1 8 " t St \ 8 ` �S1 9 a h Q, ,t 10 ti , 9 ��, BLOCK 4 �v • a. s COMMONTB S11 S1 11 ® S2 E10 EXISTING 8 SLEEVE \ l \• / / `� \ �aV4 `�• P4 �qy12 S1 F t EXISTING VALVE "B" D TB \.jr- 17 a o E10 / 64 LF S1 N4 13 V4 a S2 EXISTING VALVE C \ >'\ "°�9 N2 "" l�TB N, \ S1 16e 1 TB IFR BLOCK 3 / r w ~ E10 P4 !,c- �\TB.. 3 4 BLOCK 3 r' TB v 15 ` �' s1 E9 S1 BLOCK 2 s a v LOCK S1 \ dN2 14 14 S1 J P4 (SEE SHEEP PIRR-2 NOTES: PRESSURE IRRIGATION LEGEND 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES — —'r r.a— — EXISTING PRESSURE BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND • IRRIGATION LINE �Z[ 1 ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 200 LF CONSTRUCT PRESSURE UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR 6 IRRIGATION UNE & SERVICES TO ANY EXCAVATION. Z M Z ► CONCRETE THRUST BLOCK 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. - 40 - VALVE 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES PRIOR TO _ _ _ _ _ = SL SLEEVE (AWWA C-900 OR C-905) CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY 40 LF DISCREPANCIES. C'3 o— DRAIN 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRIMTIONT SERVICE. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. ®— AIR RELEASE VALVE 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. I�■�t o 6. SEE SHEEP PIRR-3 FOR DETAILS AND NOTES. I-- 7. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. THE BACK-UP U)W SOURCE IS AN EXISTING WELL NEAR THE EXISTING PUMP STATION. 0 40 20 0 40 80 120 ��.MMMMM SCALE IN FEET HORIZONTAL PRESSURE IRRIGATION KEYNOTE LIST ITEM DESCRIPTION ARV Air Release Valve D Pressure Irrigation Mainline Drain E9 Elbow, 4", 11 1/4' E10 Elbow, 4", 22 1/7 E11 Elbow, 40, 45' E17 Elbow, S", 11 1/4' E18 Elbow, 8", 22 1/2' E19 Elbow, 8", 45 G4 Plug Or Cap, 4" G8 Plug Or Cap, 8" P4 Pressure Irr. Main, 4", PVC, CL -200 P8 Pressure Irr. Main, 8", PVC, CL -200 R7 Reducer, 8"x 4" S1 Irrigation Service, 3/4" S2 Irrigation Service, 1" SL8 Pressure Irr. Sleeve, 8" PVC, AWWA C-900 1 Pressure Irr. Sleeve, 16" PVC, AWWA C-905 T9 Tee, 8"x 8"x 4" T11 Tee, 8"x 8"x 8' TB P.C.C. Thrust Block (As Required Even If Not Shown). V4 Valve, 4" Gate V8 Valve, 8" Gate Verify Existing Pressure Irrigation Service Is Installed And Marked N1 Per City Of Meridian Specifications. If Not Found Install Service And/Or Marker As Needed. Raise Valve Riser As Needed. N2 Deflect Pipe Per Manufacturers Specifications And Recommendations. N3 Retain And Protect Existing Trees. Auer Closing Valves "A", "B", "C" and "D", The Contractor N4 Shall Remove The Existing Plug/Cap And/Or Thrust Block To Complete interconnection As Shown. N5 If System Can Not Be Shut Down Then Use Tapping Sleeve With Tapping Valve. C V2 o O W Q Q> N y LL U USE N U C O_ O> W 0 > L N Qi Q E�cvv`� U rtr o c c 0 m U O. N O O C ME +_-. O A Q m •Cy 2 Q} UI Q Gl\ 01 d — V tU GD � O -'V Pj1 C:' C O N ?y � 6T N V t�ii C U 61 S to U CW �_ _ • p E ao— U o O e >. ` U by O 'Ln 0 O�C•� o C S Q O _® m d' U O es+ Q.WC �79 > y 61 p 2 N Q- C y /t/ O O C 1L r� 2 6 L p C o _ v s p •� y� LL i c y ® U C U O W 5" N O o d O0, Q V U pC0J O O N t` O d y CL 0 L) yOj C O p V N Ir y i y V N O � y � N •U C C >. O® N O C C O C N O w • � � O U � O O p® OD O O C N` E ? O 15- N O 1=.`O. z �S�QNAL �ZS r 7%�'�a1�la �l 0f - �$ ��'N� STgos pmt ��wmZ oit.>W z z z a �No z o>6 U g N 0 W 2 J O O fW/1 C) �Z Z � W � ge�ziz0ir r O Z d C a O o ODL ® f CO .� Q r7 ao �Qa N X F-X� ® o OD Q� O ®_®� ��C) w Z � N C14 00 I ® CL � • �Z[ 1 0 IZ Z M Z LLI X a Q Oz C'3 1.2 rr cr 0=4 C4 to Lij ® I�■�t o Cr I-- C) LLJ U)W C0 I� Z 0) O cv V- Q LL SCALE 1 "=40' W DWG.DATE 07/12/19 PROD. NO. 190402 Z ® SHEET 12 OF 15 ®a °D < tt PIRR-1 00 SHEETS/ 190402-PIRR.DWG 141141IIIWW111 U\ �` 3 s1 �� �N r BLOCK 3 V� E9 �f CS,r A� ,Q% PRESSURE IRRIGATION KEYNOTE LIST \ \•:. `.E`er ` _: ITEM DESCRIPTION ARV Air Release Valve \ D Pressure Irrigation Mainline Drain E9 Elbow, 4", 11 1/4'' E10 Elbow' 4', 22 1/7 \ \ \ E11 Elbow, 4, 45° E17 ®bow, 8", 11 1/4! - NV E18 Elbow, 80, 22 1/7 E19 Elbow, 8', 45' G4 Plug Or Cap, 4 G8 Plug Or Cap, 8" P4 Pressure Irr. Main,. 4", PVC, CL -20D 1 P8 Pressure Irr. Main, 8', PVC, CL -200 \ R7 Reducer, 8"x 4'� m p S1 Irrigation Service, 3/4 S2 Irrigation Service, 1' �a SL8 Pressure Irr. Sleeve, 8' PVC, AWWA C-900 I I° C4 t !w L1 Pressure Irr. Sleeve, 16" PVC, AWWA C-905 z T9 T11 Tee, 8'x SIN 4' Tee, 8'x 8"x 8" 1 TB P.C.C. Thrust Block (As Required Even If Not Shown). ` V4 Valve, 4' Gate r-mo�� (A V8 Valve, 8' Gate 0 Ill� -0 Verify Existing Pressure Irrigation Service Is Installed And Marked Z O N Z Z n� N1 Per City Of Meridian Specifications. If Not Found Install Service W o�Noo And/Or Marker As Needed. Raise Valve Riser As Needed. N2 Deflect Pipe Per Manufacturers Specifications And ' 00 Recommendations. Cr N3 Retain And Protect Existing Trees. ' U0°o Iin After Closing Valves "A", 'B", 'C' and 'D", The Contractor !! 7 N4 Shall Remove The Existing Plug/Cap And/Or Thrust Block To � W Complete Interconnection As Shown. 4 �\ W 0 CO C y _ d U N N5 If System Can Not Be Shut Down Then Use Topping Sleeve a With Tapping Valve. t. MUKth I KAIL UK. all I S1 S1 S2 E18 04 - —r - - , _ -_� - - --------- E17 --- ------ k ------------------------------------ _ _ a — -- — — — ----- _ EXILING 6"PIRR ----EP--------------------- ------___-�-___ K51F I 50� 0 40 20 0 40 i 120 SCALE IN FEET HORIZONTAL SCALE PRESSURE IRRIGATION LEGEND - — — EXISTING PRESSURE IRRIGATION LINE 200 LF CONSTRUCT PRESSURE IRRIGATION LINE & SERVICES ► CONCRETE THRUST BLOCK ® VALVE SL S (AWWA C-900 OR C-905) 40 LF o— DRAIN o-- AIR RELEASE VALVE NOTES: 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORD. 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 THE LOCATION OF ALL EXISTING SERVICES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A SSW TO EVERY LOT AS NEEDED. 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. 6. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. 7. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. THE BACK-UP SOURCE IS AN EXISTING WELL NEAR THE EXISTING PUMP STATION. i z L t. MUKth I KAIL UK. all I S1 S1 S2 E18 04 - —r - - , _ -_� - - --------- E17 --- ------ k ------------------------------------ _ _ a — -- — — — ----- _ EXILING 6"PIRR ----EP--------------------- ------___-�-___ K51F I 50� 0 40 20 0 40 i 120 SCALE IN FEET HORIZONTAL SCALE PRESSURE IRRIGATION LEGEND - — — EXISTING PRESSURE IRRIGATION LINE 200 LF CONSTRUCT PRESSURE IRRIGATION LINE & SERVICES ► CONCRETE THRUST BLOCK ® VALVE SL S (AWWA C-900 OR C-905) 40 LF o— DRAIN o-- AIR RELEASE VALVE NOTES: 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORD. 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 THE LOCATION OF ALL EXISTING SERVICES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. CONTRACTOR SHALL INSTALL A SSW TO EVERY LOT AS NEEDED. 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. 6. SEE SHEET PIRR-3 FOR DETAILS AND NOTES. 7. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. THE BACK-UP SOURCE IS AN EXISTING WELL NEAR THE EXISTING PUMP STATION. V4 tA d 0�1 G JI 5�4p$ U N N A •Z5 -0 L z L O U 0) L C V E N 1 00 o�gi8 i2 �O= C U D O a a Q. W r-mo�� (A LL w+ ; O C 0 Ill� -0 Q CL >.• N Z O N Z Z n� �1 (3 •"' v 41 N :5 E W o�Noo d LL! 00 V)�o�=o Cr F— oy O U0°o Iin .:5 N -2®C y A w !! 7 Q U � W Q ` Q 4 �\ W 0 CO C y _ d U N _ C V V/ C C® L g y TNA ®. � z VJ DWG.DATE 07/12/'19 PROJ. NO. 190402 Z ® SI -LEFT 13 OF 15 0 CL m Q WF- F- PIRR-2 0 0 Q Li. a' 5 ®v SHEETS/1 9 0402 - P I R R . DWG CL ® 6 rn � o d O :5, d W m E 2 LL i��\� C V N U 0 (/ D � O L O d n Vla o 3v... V ILL L N E C N f >> C G p® C` W a� 0— \ _o N ` go oo a� o LL �� - �Q 0� N o� c :n L. UO N O O o Yom. d U u� p U9 U a. za o _ U !1 LL o o vi»`cn U C •- ` C O .0 'n 2 $ a no¢ N C d 3 YL" O d• o g N O v N �c E epi C �', « •�,-' U_ C CO •-•.0----. Q N A c w V U N 3 ` N ai IUDo v o Ili o s c 0 o a C O C j N o C 2:5 Od C w d V U •� O O N N 9ND C•w N O r N o V4 tA d 0�1 G JI 5�4p$ > >WJ z • 1 o�gi8 i2 �O= z m r-mo�� (A W 0 Ill� WZ Z O N Z Z n� C=, 0 o W o�Noo 100111N LL! a� V)�o�=o Cr F— o N Z O U O z CD O ? in � NwZoo X 0- z • 1 a � i2 z m Lii 0 Ill� WZ M o 100111N LL! O 0=4 Q Cr F— lLJ U) LIJ I� Z Q SCALE 1"=40' W DWG.DATE 07/12/'19 PROJ. NO. 190402 Z ® SI -LEFT 13 OF 15 0 CL m Q WF- F- PIRR-2 0 0 Q LL Z 0 1 SHEETS/1 9 0402 - P I R R . DWG W.M101_• SHORT E SERVIC , • SCALET TO 1 Y SDR 21' PVC RISER EXTEND 1€ 2 3" x 4' x 6" CINDER BLOCK (OR 4" or 6' x 1' SADDLE MINIMUM 4' or 6' MAIM LINE MINIMUM 1 BRASS PIPE 6 1" 200 PSI POLY 18" ABOVE GROI 7 , 1" BRASS CURB STOP " ROCK CHIPS BRASS CURE STOP 3' FMU ADD. 10) LOCATER WIRE G 3" PVC PLUG 12 MARKER, STEEL 1" POST W.M101_• SHORT E SERVIC , • SCALET TO 1 3" SDR 21' PVC RISER EXTEND 3" x 4' x 6" CINDER BLOCK (t 4" or 6' x 1' SADDLE MINIMUN 4" or 6' MAIN UNE MINIMUM 1' POLY PIPE 200 PSI 6 1' 200 PSI POLY 18' ABOVE G 7 , 1' BRASS COMP. COUPLINGS o 1" BRASS CURE STOP ROCK CHIPS 10 3' FEMALE ADD. 11 LOCATER WIRE 12 3' PVC PLUG 13 MARKER, STEEL 1" POST 11019119.1 .1 - . L. __ ..P: LONG SIDE NOT TO SCALE FINISH GRADE TRENCH SECTION AS SPECIFIED. PRESSURE IRRIGATION MAINLINE AS TAPE AND BUNDLE 10'-0" O.C. INTERVALS ALONG MAIN LINE NOTE: gal-,.. 1. ROUTE CONTROL WIRE ALONG ALL PRESSURE IRRIGATION MAINS. 2. ALL IRRIGATION CONTROL WIRES TO BE 'HUNTER' 12 AWG ID 2 WIRE OR APPROVED EQUAL. 3. LOCATE ALL WIRE SPLICES IN 8" ROUND VALVE BOX WITH BLACK COVER AND APPROXIMATELY 24" LENGTH COILED WIRE. USE 3M ULG CONNECTORS AND PREFORMED SUPER SERVISEAL WATERPROOF WIRE SPLICE KIT (SPLICE ALL WIRE PAIRS). 4. CONTROL WIRES TO BE GROUNDED WITHIN EVERY 1,000 FEET AND ALL END OF RUN LOCATIONS. INSTALL 'HUNTER' ICD DECODER AND EARTH GROUND WITH LESS THAN 10 OHMS RESISTANCE PER MANUFACTURES RECOMMENDATIONS. 5. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL CODES, AND MANUFACTURER'S RECOMMENDATIONS. 6. PROVIDE AN ADDITIONAL 2" SLEEVE AT ALL PRESSURE IRRIGATION MAINLINE SLEEVE LOCATIONS FOR CONTROL WIRES. IRRIGATION CONTROL WIM"E INSTALLATIONNOT TO SCALE JEFF HARRIS Z. r (208)901-0141 ®®=moo®®�, L L �:, ® > a a ® E� � 0p 5 2 -E a O O to N W $/ N > ® > >75 C e15 - K o V' O ® Q fL 0 30 o ��D ( U O GI GY GT o" •U -0 O B Q cs v cn O' 'S PRESSURIZED IRRIGATION NOTES Q v' s � � 'a 10 1. The pressured irrigation system must be built to the standards of the irrigation district in which it is being U) 0 P 9 Y 9 9 c, CP UA LOT 5 constructed. s N` 0 0 _ E �3Ot U 2. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure E irrigation system. The device must be approved by the Idaho Department of Enviromental Quality (DEQ) and the City of o aW m 5' BACK LOT Meridian Water Department. 3 SIDE LOT PVC RISER e - " o z (TYP.) 3. Install all crossings of the Public Rights -of -Way, private roadways and travelways with pressure irrigation at a z z Cc L PRESSURE IRRIGATION PIPELINE - maximum depth of two -and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The Public 00 c 2 o j SEE PLAN FOR SIZE OF PIPE Works Department, ACRD and Engineering Solutions, shall inspect all crossings prior to backfilling. �= �- U y o TYPICAL PIPE LOCATION O v o 4. The horizontal separation of potable water mains and non -potable water mains (sanitary sewer, storm drain, and 0 NOT TO SCALE ` - ` " o ®aOr irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable waterL = - o Z 6 $v �y main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance �V~? v o o with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Q Wastewater Rules (IDAPA 58.01.16). I1. O s Q o,��•a� a v 5. 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 o $ -� than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of t 8 g the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA o ._ > m �' 58.01.16). ° _ 'T Q C C E U$ d 6. 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) inches8 vs •y vs vi m � c below the surface and eighteen 1$ inches above the to of the e. g ( ) � P RP oN=csa�. 9 I (n C Ui 0 C 7. Label all irrigation risers and faucets with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE DOMESTIC WATER METER BOX COVER OBLITERATE WATER. WORDS "WATER METER" FORD NO. X43 CAST o o �w IRON WITH 12 1/2" LOCKING UDS 8. 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 kL \// / 20" PVC roadways and travelways.c�S �8�,�' BALL2 CURB STOP 9. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure o �` VALVE SUCH AS g Y PP Y P Quality (DEQ) City FORD 611 666SW irrigation system. The device must be approved b the Idaho Department of Environmental Quaff DEQ and the Ci of 1 1/2' BRASS PIPE / \/ Meridian Water Department. / / / 1 1/2' PVC PIPE or \/ / �\/�� ex0ecu�tedPablic reementsforepns ectionartment and andEngineering maintenanceoist`inn effectllwthpect the all Ipicablenlrri atiozed ination District�ess Fo ® ei®htrl48 l��NX S`��®�� \ hours advance notice is required. PP g g ( ) �\ \0 \/ V O a Q0 ° ,�®°?aoa�� oa%\\ 111. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line in g Z $ o /o o ° '00, ao o ° Q �/ order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides of a lot. o o \\\ \\\ \�� \\ �� gO � \\ 12. Pressure test the irrigation system to one hundred -fifty (150) pounds per square inch (psi) with allowable loss in o = m accordance with the Supplemental Specifications and Drawings to ISPWC. MIN. 12" DRAIN ROCK MIN. 1 CU YD.a z 9 r W z�S�,a AT BOTTOM OF VALVE DRAIN ROCK 13. All construction materials and installation shall comply with the Nampa Meridian Irrigation District Standard z o FOR SUPPORT DRAIN VALVE Specifications for Pressurized Irrigation System - latest edition, except as modified here on._ Z W N J � U 2 Z O N Z O U NOT TO SCALE ® 14. All pipe shall be PVC - Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent weld. Pipe V g M W four inches and larger shall have mechanical joints. Z r O Z a 15. Minimum depth cover over all pipe shall be 30". 16. Minimum compaction shall be: o 0, a. 95% in Rights-of-way. b. 85% everywhere else. M 4ft V) to a, 17. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required at all00 N change of direction of pipes over 11 1/4! where shown on this plan. C -1c 4z X®U� 18. All services shall be placed at the midpoint of rear lot or side lot line unless otherwise shown on this plan. They rn shall extend past property line into lot as shown on detail. Z3o Q 0) 19. Contractor shall verify the location of all other utilities before installing the irrigation pipe. ` g n w 20. Contractor to verify location of all landscape lot services with owner prior to installation. z w� 0 21. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe 0) manufacturers recommendations. a _ 22. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. 23. All valves at street crossings shall be on both sides of streets. 24. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. 25. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. 26. 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. 27. Retain and protect all existing utilities and irrigation facilities. 28. 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). 29. 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". 30. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30' of minimum cover. 31. Contractor shall install a service to every lot including common lots, even if not shown. 117Q1 AM o r ..A% <t �r r, 1 SCALE N.T.S. • li I SHEET 14 OF 15= CL CO yCO rLIJ * PIRR-3 0 BLOCK 4 'V A 5 6 OM 7 f70/ 1/ SC = 18+72.84 SC = 19+25 TB SL = 48' SL = 54' Sl 2678.2 SC 19+77 TB Sl 2678.0 TB SL 54' TB \ \ S2 TB S1 2677.7 H 8 N3 V6 E8 N3 E8 N2 N3 T7 SC = 20+25.54 ,/� \ J W6 S2 SL 47' D Sl 2677.5 V\ 64 38 L TB 6a 9 N3 N5-101100! %5T 8gs TB N I N2 SC = 20+89 E8 SL = -,! 7 7 SI 54 2677.6 108, ! SSMH #SK4B ir 95 STA=19+46.91 10 / \ N3 SSMH #SK4A SC 21+54 STA=18+72.84 S2 SL 54! CP - EXIST. SSCO #4A Sl 2677.9 SSMH AS STA= 1 8+00.36± SK4C' 9 BLOCK 4 STA=20+25.54' EXIST. SSMH #SK4 COMMON STA= 1 6+34.13± NJ `�!r 77� SC = 22+19 SL = 54' T" Sl 2678.2 N2 B2 SC = 20+95 L = S 3 3 12 SI 2677.7 N3 S2 IN x"\41 S2 SC = 22+80 17 SL = 54' SI 2678.4 N43. SC = 21+74 N3 • SIL = 37' SI = 2678.0 W8 16 cp",\ `°`;� j.`.!'� \� �� BLOCK 3 8 TB SC = 22+51 W6 TB 3 SI 2678.3 9 LF/-! H 15 \ / BLOCK 3N4 S2 vs Ex. Sewer Svc. N, 15 T7 SC = 24+25 (Design Inv.) SL = 51' TBX". 2678.5± N Sl 2679.0 V, SC 23+30 E 4 N �X SL 37' 166! T26 N3 BLOCK 2 " Sl = 2678.6 A8 14 V8 W8 S1 `�:Z. N6 Ex. Sewer Svc. 14 V8 5 LF Design Inv. SC = 24+90 TB SSMH #SK4D 2679.0± STA=23+95.13 SL = 54' nN3 Sl = 2679.3 C SEE SHEET S-2CS ) EE SHEET S-2 161 R& MR; am N% wo We 15 6- UU 16 4U 16+bu 1I 20 I/__6U 18 UU I8+4U 18+6U 191-2u 1y 60 20 UU 20 402U--80 21--20 21--60 22--00 22 40 22--80 23--20 23--60 24--00 24- > 2- NUMBER IS 1-800-342-1585. Z ii 0 0 0 0 �P�? c - -H RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET 00C a- O 9 co 71A.120:p MANHOLES MD/OR METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF ;z NOT SHOWN. :� 1 0 3. CONTRACTOR SHALL FIELD -VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO PAVING OR .2 0 _. . C am 3: CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. 1011114 :2 C6 co co ?680 4. ALL SEWER SERVICES SHALL BE 4' UNLESS OTHERWISE NOTED. 0 z E0 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 27 GRADE TO PROPERTY LINE, IN ACCORDANCE WITH 17't: 8 THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. iiV) ir 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. 7. 4- C) I 11 -H a; 2 Of itsryz 00 z LL 0 C) 10 s Cn LJ E + LO Go BC > (Xt i 0 15 -� - W V) -'s L.0 �A - W) Q!En Z co 00 Q0 C14 cl 2! W LU 1u; CIO C%4 C'I C R ;; "d 0 LQ C-4 !668 0*) 64 to W C4 ie CF) LO r" Ln MUM (D 0 00 in C r- + C14 co M C', CP 1,*, 0 -41 le C14 Ld Go LU )_664 z > 0 HQ O zo C C.4 W - -6 2*16 CF En < Lij C', + c it + 0 0 FINISHED GROUND 11- z 0 75 'Ca V) C V) 0 re) E + co -a 0 H is UJ 11 M UJ Cn 0 aj, C 5 11 C%1 AT SEWER UNE !�! ME Cn 00 US - 00 ------ - --------- C14 1 EXISTING GROUND AT SM LINE tz 4'Pi, F #ISZ Y 81Y a 1610 Sim � N5 in W FOA MY 8' INU MW W 6- 88W .365.59 LF -------- 70.48 LF 8"jrVC 0 0.607* --------- FX 1600 SM siffif 80 PVC 0 0.613%70.07 LF PVC 0 74.63 LF .................... ----------- FAN FOh LF AEW 8's M14W Be PVC 0 60% 2- 1 13PVC A ----------- J UJ LQ o -H C4 r-C'1 r- to 6 C14 (0 to " 04 to C*4 0 CD cc C4 -H -H re) qd- -H OC) Oit EI .5 It 0 00 Ci w to cc000 C3 00 Cq 4 00 Lo °0 S. BENTWATER!"51 WAY 6+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 241 wou M2 2 SCA F IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE SEWER & WATER KEYNOTE LIST AS Adaptor, Be, Fig. x W Blow -Off, 2" per Std. (W13), Including Be Valve E8 Elbow, 8% 11 1/4% MJ E18 Elbow, 8", 22 1 IT, MJ CIA Elbow, 8", 45, MJ H Fire Hydrant Assembly Complete per Std. (0) & (W9) Single Metered Service Connection, 1'. with 3/4" Meter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W6). Double Metered Service Connection, 1", with 3/4" Meters and Q2) 3/4- Meter Setters, per Std.s (W11), (W3) and (W6). Tee, Vx 8"x 6% MJ x MJ x Fig. Tee, 8"x 8ox 8", All Rg. 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, Fig. x MJ W6 Water Main, 6" PVC, C-900 W8 Water Main, 8' PVC, C-900 After Agency Has Closed All Necessary Valves, The Contractor Shall Remove The Existing Blow -off And Thrust Block To Complete The Interconnection As Shown. See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Adjust Water Line, As Needed, to Maintain Minimum Separation) See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. Deflect Pipe Per Manufacturers Specifications And Recommendations. Existing 16'0 Steel Sleeve - Adjust Or Re -install Sleeve As Needed. For New Sewer And Water Construction, Construct Per Std.s (SW1) and (SW2), As Shown. Existing Water Service. Inspect Existing Service & Verify It Is To Current City Of Meridian Specifications And Re -mark As Needed. Existing Sewer Service. Inspect Existing Service & Verify It Is To Current City Of Meridian Specifications And Re -mark As Needed. Remove And Dispose Of Existing Clean-out 1688 g X NOTE 8 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE LL '> CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING 2 WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS z a! C> E FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE > ?684 NUMBER IS 1-800-342-1585. Z ii 0 0 0 0 �P�? c - 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET 00C a- O 9 co 71A.120:p MANHOLES MD/OR METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF ;z NOT SHOWN. :� 1 0 3. CONTRACTOR SHALL FIELD -VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO PAVING OR .2 0 _. . C am 3: CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. 1011114 cli: ?680 4. ALL SEWER SERVICES SHALL BE 4' UNLESS OTHERWISE NOTED. 0 z E0 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 27 GRADE TO PROPERTY LINE, IN ACCORDANCE WITH 17't: 8 THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. iiV) 0:: 0- W 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. 7. CONTRACTOR SHALL RESTORE ALL OFFSITE DAMAGED AREAS TO ORIGINAL OR BETTER CONDITION. 2 )_676 itsryz 00 z LL 0 C) )_672 > (Xt i 0 15 -� - W V) -'s L.0 �A - a. Z co a. 0 Z 0 !668 0*) 64 0 cc k3 � '.- 0 00 LU )_664 z > 0 HQ O zo 0 W - En < Lij )-660 0 0 11- z 0 OF SG X8 g X 8 oo21 'F LL '> Y 2 z a! C> E CO) > OL` Z ii 0 0 0 0 �P�? c - V 00C a- O 9 co 71A.120:p CD O� M 0 z• ;z :� 1 0 .2 0 _. . C am 3: 1011114 cli: 0 z E0 U CL a. 17't: 8 a) 0 iiV) 0:: 0- W a 2 itsryz 00 �e ou -C LL C) > (Xt i 0 15 -� - W V) -'s L.0 �A - a. Z �& a. 0 <0 a 0 cc k3 � ID HQ O zo U C1 4D C2, Z-5 2 nsc 75 'Ca E -a 0 H is z OF SG X8 SCALE 1'=4Q' 1 "=4' HORIZ VERT DWG.DATE 07/12/19 PROJ. NO. 190402 SHEET 9 OF 15 S.1 SHEETS/ 190402 -SS. DWG g X 8 Y "CZ z a! C> 5 V� 6 cc C, Z M: U) § ai O 9 co CD O� M 0 z• ;z SCALE 1'=4Q' 1 "=4' HORIZ VERT DWG.DATE 07/12/19 PROJ. NO. 190402 SHEET 9 OF 15 S.1 SHEETS/ 190402 -SS. DWG Z M: z• 1011114 cli: z ,moo 0 iiV) LL' fi SCALE 1'=4Q' 1 "=4' HORIZ VERT DWG.DATE 07/12/19 PROJ. NO. 190402 SHEET 9 OF 15 S.1 SHEETS/ 190402 -SS. DWG 01 ME W; ROU pkllfee�` n 0:1 266 (SEE SHEET S-2) N7 Ex. Sewer Svc. \ \ '_. Design Inv. 2679.4± YI La 8"W N1 EXIST. SSk6H #SK! STA=23+74.22± CX3 STA=24+54.02± 2 BLOCK 2 _01'FA— — — — -- — (SEE SHEET S-2) SC = 28+09.. SL = 35' SI = 2680.7 �SSMH #SK4 STA=28+09. 1'r Tylur- URM11i ren--------- - - - - - - - - - PRESTO GEOBLOCK 5150 HS -20 LOADING OR EQUW SSMH #SK1113- -STA=29+35.06 SS #110— STA=29+77.q6"'�_ '6 2U 2165 bu 24 U 24--4U 24 b Y-b--ZU 2b 5UZb--UU 2b --4U zb--bu ://--Zu Z/ bU 2b 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE -H 0 0 6, CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING CD ?D -r o > 2� oar -H CD co CL C6 0 fa -0 4) 0 cc, Cc FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE �ZmM 0. C-11 0 NUMBER IS 1-800-342-1585. -7- L C'� -H 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET M (/5C CM MANHOLES AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF Cq ?7- r CC'J -2 Ui if 0 zen V _a' .0 L) 0 0 oCC014 Ul) 00 C'i 00 FINISHED GROUND -H 00 (n C-4 C:) in E 63 2 ac n co C14 '+ 0� 4. AT SEWER UNE P )_676 00 U tn + iR I'd-od CL t!J 04 0 0 N:6 C_$ THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. UL P 6 -1 7K J - E :C. r- Cq 6. Cn 0 04 >< W W (n 111 5 7. F EXISTING GROUND AT SEWER LINE C 11 + 04 C4 0 z co GROUND li 0 (L Z 2111 fl- I (1.0 C-4 :3= :M E -EXISTING AT SEWER LINE U 70 AVa LU 11 M y M ;2 + Bpi r ?668 Z. 0- BOB ISL 1 T 100 '_g 40 LF 8" PVC z U.J 1W LU @ 0.427 () ---------- I NW M 8° P'C JT 04 LL =4= .0 00 ----------- ®pCc0.0 M CV! U0 FINISHED GROUND E _J >LU C; z z fi II AT SEWER UNE 0 IX 2— a- 10 - C'0 rl- CO II < Lij co 00 0 0 li II 306.95 LF 0 ;all 77.80 LF z� 8° piC a 1467. = a a 00 p® 8" PVC (0 0.467.± ----------- ---------- ---------- ---------- S cn, 2— (CO MON LOT) I 17+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 304 LQ �� CN C-4 C14 LQ 04 - r- r, Cn cc Fq C14 C14 00 00 11 It C: I E. MORES TRAIL DRI U-3 U-) °3+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+'� 0 !696 269 !664 266 0 F ./--ZU 2/--bu 26 U 26--4U 2b --du 29 zu 29 b 15u--Uu 15u- -4 6— 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE c r 72 0 6, CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING CD ?D -r o > 2� oar -H CD co CL C6 0 fa -0 4) 0 cc, Cc FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE �ZmM 0. C-11 0 NUMBER IS 1-800-342-1585. co+ (n 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET M (/5C CM MANHOLES AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF Cq ?7- r • (31LLi :� J-_ 0 -2 Ui if 0 zen V _a' .0 L) 0 0 oCC014 Ul) 00 C'i FINISHED GROUND _J C14 UJ (n C-4 CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. 63 2 ac n co C14 '+ 0� 4. AT SEWER UNE P )_676 5. U :g t!J 04 0 0 N:6 C_$ THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. UL P 6 -1 7K J - E :C. 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. 0 04 w8 _5 111 5 7. CONTRACTORS RESTORE ALL OFFSITE DAMAGED AREAS TO ORIGINAL OR BETTER CONDITION. > X672 0 z co GROUND li 0 (L Z 4— (1.0 oa -EXISTING AT SEWER LINE U 70 AVa y Bpi 0 N: ?668 Z. 0- BOB o '_g 40 LF 8" PVC z (0:9 �28 @ 0.427 () WE. I NW M 8° P'C -0 0.4127 04 LL =4= .0 00 ----------- ®pCc0.0 M CV! U0 E _J >LU C; z z 0 0 IX 2— a- 10 - C'0 rl- CO Co < Lij co 00 0 0 li U_ ts 0 ;all z� = a a 00 p® SEWER N LOT 7, BLK 2 (CO MON LOT) I 17+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 304 UA M's MOO 00 40 20 0 40 80 12t SCALE IN FEET HORIZONTAL SCALE SCALE IN FEET VERTICAL SCALE *j IN t :_�4 1� 0 14114 p ff z to 0 IITEM DESCRIPTION A8 Adaptor, 8', Ag. x W B2 Blow—Off, 2", per Std. (W13), Including 8" Valve E8 Elbow, 8", 11 1/f, MJ E18 Elbow, 8°, 22 1/2', MJ Elbow, r, 45', MJ H Fire Hydrant Assembly Complete per Std® (0) & (0) Single Metered Service Connection, 1", with 3/4* Meter and 3/4' Meter Setters, per Std.s (WI), (W2) and (W6). Double Metered Service Connection, 1", With 3/4" Meters and 3/4* Meter Setters, per Std.s (W1), (W3) and (W6). Tee, 8'x 8"x 6", MJ x MJ x Fig. 26 Tee, 8"x 8x 8, All FIg. 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, Fig. x MJ W6 Water Main, 6" PVC, C-900 WEI Water Main, 8' PVC, C-900 After Agency Has Closed All Necessary Valves, The Contractor Shall Remove The Existing Blow—off And Thrust Block To Complete The Interconnection As Shown. See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet (Adjust Water Lime, As Needed, to Maintain Minimum Separation) See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet Deflect Pipe Per Manufacturers Specifications And Recommendations. Existing 16'0 Steel Sleeve — Adjust Or Re—instoll Sleeve As Needed. For New Sewer And Water Construction, Construct Per Std.s (SWII) and (SW2), As Shown. NS Existing Water Service. Inspect Existing Service & Verify It Is To Current City Of Meridian Specifications And Re—mark As Needed. Existing Sewer Service. Inspect Existing Service & Verify It Is To Current CiAy Of Meridian Specifications And Re—mark As Needed. Remove And Dispose Of Existing Clean—out sir NOTES �684 r U_ > 15- 'D 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE c r 72 0 6, CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING CD ?D -r o > 2� oar WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS r CL C6 0 fa -0 4) 0 cc, Cc FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE �ZmM 0. 0 NUMBER IS 1-800-342-1585. ?680 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET (/5C CM MANHOLES AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF 11 *2'=- S . ?7- r • (31LLi :� J-_ 0 NOT SHOWN. _a' .0 L) 0 0 3. CONTRACTORS FIELD—VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO PAVING OR IE0 3t CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. 63 2 4. ALL SEWER SERVICES SHALL BE 4n UNLESS OTHERWISE NOTED. CL )_676 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 27. GRADE TO PROPERTY LINE, IN ACCORDANCE WITH 0 0 N:6 C_$ THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. UL P 6 -1 7K J - E :C. 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. 0 04 w8 _5 111 5 7. CONTRACTORS RESTORE ALL OFFSITE DAMAGED AREAS TO ORIGINAL OR BETTER CONDITION. > X672 0 z co li 0 (L Z (1.0 oa U 70 AVa y 0 N: ?668 Z. BOB o '_g z (0:9 �28 0)0 () WE. I NW M 04 LL .0 00 ®pCc0.0 U0 E _J >LU C; z z 0 0 IX a- 10 - Co < Lij 0 0 < U_ Z 0 sir 00 r U_ > 15- 'D c r 72 0 6, CD ?D -r o > 2� oar r CL C6 0 fa -0 4) 0 cc, Cc �ZmM 0. 0 Y 06 M— (/5C CM 11 *2'=- S . ?7- r • (31LLi :� J-_ 0 z _a' .0 L) 0 0 E C IE0 3t M 63 2 26 2 CL z �� y� 0 0 N:6 C_$ UL P 6 -1 7K J - E :C. =0 1.0 . g 0 04 w8 _5 111 5 :05 > 0 a co li (L Z (1.0 oa U 70 AVa y 0 N: Z. o '_g 08-1 T (0:9 �28 -0 WE. ®pCc0.0 U0 E C; z SCALE 1 "=40' 1 "=4' HORIZ VERT DING.DATE 07/12/19 PROJ. NO. 190402 SKEET 11 OF 15 S-3 SHEETS/1 90402-SS.DWG O C5 O M in 6, CD 2-W C. C6 �ZmM 0. SCALE 1 "=40' 1 "=4' HORIZ VERT DING.DATE 07/12/19 PROJ. NO. 190402 SKEET 11 OF 15 S-3 SHEETS/1 90402-SS.DWG 0 NOTES: 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. 2. CONTRACTOR SHALL CALL ACHD FOR INSPECTION OF THE STORM DRAIN SYSTEM. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION. 3. 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. 4. ALL PIPES CALLED OUT AS PVC (EXCLUDING AWWA C-900 OR AWWA C-905) MAY BE PVC ASTM D 3034 (SDR35) OR ADS N-12HP. 5. SEEPAGE BEDS SHALL HAVE A MINIMUM OF 1.5' OF COVER. 6. SEE SHEET DT -1 FOR SEEPAGE BED DETAILS AND BED MONITORING WELL LOCATIONS. A 20 0 40 80 120 SCALE IN FEET yAlmlmNjm;&q MH #2B STA=13+67.53 RIM= 2682.66 30.77 LF 14" AMNIA I-r.-cnr, Rvr a i 1 -m STA 14+05.45 GRATE= 2682.15 TBC= 2682.42 Mw #2 N= 689272.2 '__�E= 2463678.6 m MONITORING WEUS 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 MW= MONITORING WELL PER ACHD SUPPLEMENT TO THE ISPWC SD -627. SEEPAGE DED #3P DATA DI #2A STA. 14+05.45, 15.5' LT INLET CATCH BASIN, TYPE IV, (FOR ROLLED CURB) ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE = 2682.15 12" INV. OUT = 2679.75 30.17 LF OF 12" AWWA C-900 PVC 0 S=-0.337 TO DI #2B Q(2)= 0.62 cfs V(2)= 1287 cf Q(25)= 1.64 cfs V(25)= 3416 d Q(100)= 249 cfs V(100)= 4752 cf DI #26 STA. 14+05.45, 15.5' RT INLET CATCH BASIN, TYPE IV, (FOR ROLLED CURB) ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE = 2682.15 12" INV. IN = 2679.65 14" INV. OUT = 2679.55 2.28 LF OF 14" AWWA C-905 PVC 0 S=-2.197 TO MH #2A Q(2)= 0.51 cfs V(2)= 866 cf Q(25)= 1.35 cfs V(25)= 2298 cf 0(100)= 2.02 cfs V(100)= 3197 cf MH #2A STA. 14+05.45, 20.54' RT 48"0 STORM DRAIN MANHOLE, ACHD SUPPLEMENT TO ISPWC SD -611 MODIFIED WITH A FLAT LID, WITH 2' SUMP RIM = 2682.48± (MATCH SIDEWALK) 14" INV. IN= 2679.50 18" INV. OUT= 2678.75 25.4 LF 18" PVC S=-0.007 TO SB #1 18" INV. 0 SB# 1= 2678.75 14" INV. OUT= 2679.90 30.77 LF 14" AWWA C-905 PVC S=-1.147 (OVERFLOW) TO MH #28 MH #2B STA. 13+67.53, 20.5' RT 48"O STORM DRAIN MANHOLE, ACHD SUPPLEMENT TO ISPWC SD -611 MODIFIED WITH A FLAT LID, WITH 2' SUMP RIM = 2682.66± (MATCH SIDEWALK) 14" INV. IN= 2679.55 15" INV. OUT= 2679.45 32.11 LF 15" PVC S=-0.007 TO SB #1 15" INV. 0 SB# 1= 2679.45 SEEPAGE BED #1 111' L x 59.5' W x 2.7' D (SEE PLAN VIEW) TOP OF ROCK = 2681.20 BTM OF ROCK = 2678.50 105 LF 18" PVC (TOP -HALF PERFORATED) 0 0.007 91 LF 15" PVC (PERFORATED) 0 0.007 GROUNDPERCOLAT10N RATE = 8'/hr SEE SEEPAGE BED DETAILS ON SHEET DT -1 L acv E2 00 c O a® T M � 2o LL® o' Ili .i••+ 4. "" > - a C L O A O 4/5 ' � CL '� w+ O p0 0 E 6 C s`+ V OJ en C +L•' vt A d la U O Vt a vatO-'V ¢'a O om p/(i��j(j .� V� N ogg O + ������ 0-5, C: •- E g U O F o E o �'� W y vi O o® ti c tri. � c $ c •a+ O _O M d' U 0:5 O_ W -coc �YAvc� • y �t's > . °t o• �, cyst at o_ E QZ O p o O H O -5V V) Qy V LL 5 O $ m LL v v �o c � � E•�yy_, ® i v 1 e N _ O W D m ul o a d w ii g O O c O o=22 �i-®o a-7 �vv� � Q m 0 `^= R - 0 s O o C y Q 6J ppp C CC 6� N �� 6.- ALL E yyw$v W.-- QI C A C ® ] _ O � � O> %C O '� = C� g C p C -'5 O CE $ 0:�o 5 o •U w O vD O o -�o'� �s =�o 41 OS I -sv 0 o o c .c •°p'_ i5 (D E 1p_AL O O a) E 0 z cq Q � ZLJ m z 7 ~ � � ito ■■�f C) L3 SCALE 1'=40' DWG.DATE 07/12/19 PROJ. NO. 190420 SHEET 8 OF 15 SD -1 90402-SD.DWG r r w EN OU ® j N w o$�>w z z z z O N O O W O (9 O W J 1= W n 2 g d= C> Z o zZz O2 H W O (Y a cq Q � ZLJ m z 7 ~ � � ito ■■�f C) L3 SCALE 1'=40' DWG.DATE 07/12/19 PROJ. NO. 190420 SHEET 8 OF 15 SD -1 90402-SD.DWG 2 \ ... 68 .... ' ' 4 4� MOO. .... ' t _ _ ....... MS 5' i '' BLOCK 4 ..�:: s 6®� 2&'82 r N1 7Vv , �\ 12+25 \` \ t t +8fi.05 26 51+98.51 83.29 12+56.96 i FL=2682.84 :`' HIGH POINT 2683.14 tE 2683.17 , DS 13+11.5fi ti �� 2682.87 \\ B3 1 11 +501 i = 2682.951 MATCH EXISTING y 13+66.15 - 2682.61 / X:2 --_ 14+05.45 9 DA S ': LZ - 268242 i i y LOW POINT ®� - _ .,:.� < .. - . -• �24.27 -.w DA .�k l� 14+ x2 '•� ���� B3 .�'- < . - - ', .' ' • �.. � 268251 •_ _�C� 12+25 e 14+39.57 1 /."--� �' i `" s : `: 2683.29 DS 13+00' 2682.57 B ` 268293 HIGH POINT 268269 • GRADE BRK S ,e---• ' �' 11+86.05 a� a + .84 B3 �� � �•-'" -11+501:... ' � � . N1 2682.901: 63X t4+86.22 rMA ISTIN 1 4. ` 2682.77 MATCH EX G':_.:.. 9 BLOCK 4 MSf ' 14+05.45 MMQN 2682.42 o, LOW POINT \ .: •'` /� j// 14+17.70 26 2682.47 '� 11+62.67 B2 `:- .':" 15+51.22 -. =. t 1 14+39.57 •:_ • 2684.47 ::::: 2683.04 2 � / 2682.57 HIGH POINT GRADE BRK 14+96.40 ,s 12 END CONSTR. F` F 16+16.22 4. , !/ t• \ E 2683.32 268422 DS y `iQ 10+38.45 10+45 17 , \ S 2683.872683.99 , 'B2 ! �► ��:: - `.:� ~ \ �'�� 16+60.55 FL=2683.60 GRADE BRK \ SP 2683.50 GRADE BRK r \ \ \ \ 15+77.40 4 .. 2683.63 '�• O'p0�, ':_°•. 2f83.15 \ \ FL=2683.36 �11+6267 • \:_ : .. \ �. , 2684.47 / HIGH \~ NI �Cr DS s tCONSTR. 4\ �BLOCK ....268 11+00 =.:. C2 16+52.40 .....a ` P1 2684.22 -;.,:.,:, `� < . \ �, \ 2683.47 ®?Pi O / \ 2683.99 :.1 • `� :� i qC BLOCK :\ .- �_\ \ \% \ 16+60.55 VG ohm GRADE BRK 171 15.04 `�' :2683.28 Ni _ \ \ \ 15 2683.50 x`�' 10+33.14 r .. '�� q� 20•R 2683.93 q \': `� FL=2683.66 \ FL 83.58 17+62.02 2683. \ 17+39.46 16-A50 4 ` \ `� \ FL=2683.66 268,T 593 6 \ \ FL -2683.56 P1 BLOCK 2 14 a• _..:;.; N2 \ \ .� 2684 '� 4 \ ° \` \ • 15f90.47 N2 `-.'-''-. \ 18+25.05 i 1 \ 1 268383 ::' N 1'• 2684.19 18+215 268420 MsV \\ 4 �'� 15f21.2� ., .' :': °? .' 0 1 3........ 2684 ........ 2684.13 _ 95 ,� :. ` 26 .... . 18+86.74 SEE SHEET ST -2 STREET NOTES: I. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD -301, SD -303 AND SD -806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING. PRINCIPAL ARTERIAL ROADWAYS SHALL. BE SP -3, 0.50 Nj MIX, PG 64-28 FIVE INCHES (51 THICK, AS A MINIMUM WITH 4" OF INV BASE AND 25" OF 6" MINUS PIT RUN. MINOR ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 INCH Ni MIX, PG 64-28 FIVE INCHES (51 THICK, AS A MINIMUM WITH 4" OF Y" BASE AND 25" OF 6" MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP -3, 0.50 INCH NJ MIX, PG 64-28 THREE INCHES (3") THICK, AS A MINIMUM WITH 4" OF N4" BASE AND 20" OF 6" MINUS PIT RUN. LOCAL RESIDENTIAL ROADWAYS SHALL BE SP -3, 0.50 INCH NJ MIX, PG 58-28 TWO AND A HALF INCHES (2.5") THICK, AS A MINIMUM WITH 4" OF -" BASE AND 14" OF 6" MINUS PIT RUN. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH UTIULITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK 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 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. 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 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 FOR STORM DRAIN DATA AND ELEVATIONS. 6. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H (ROLLED CURB) OR ISPWC SD -712A (VERTICAL CURB) WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.` PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. USE 4' WIDE RAMPS FOR SIDEWALKS IN SUBDIVISION AND 10' WIDE RAMPS FOR PEDESTRIAN PATHWAY ALONG E. TACONIC DRIVE. 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. STREET UYNOTE ITEM LIST ITEM DESCRIPTION INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -1132B AND B1 INSTALL A SIGN STATING THAT "THIS ROAD WILL BE EXTENDED IN THE FUTURE". COORDINATE SIGNAGE WITH ACRD STAFF. INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO B2 ISPWC SD -1 132A, PER MUTCD PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. B3 REMOVE EXISTING BARRICADE AND RE -USE IF POSSIBLE. C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702. CONSTRUCT 14' WIDE (OR AS SHOWN) CONCRETE DRIVEWAY APPROACH, PER ACHD SUPPLEMENT TO ISPWC DA SD -710C -(COMMERCIAL APPROACH- PER NOTE 'E', 6" THICK CONCRETE WITH 6" THICK CONCRETE FOR DETACHED SIDEWALK BEHIND AND ADJACENT WITH 8' SEPARATION). DS CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. GP CONSTRUCT 14' WIDE GRASS PAVERS (195 LF), PER PRESTO GEOBLOCK 5150, HS -20 LOADING OR APPROVED EQUIVALENT FOR CITY OF MERIDIAN SEWER ACCESS. INSTALL CITY OF MERIDIAN TYPE II STREET LIGHT. SEE SHEET LGT-1 FOR STREET LIGHT PLAN. MS CONSTRUCT 5' MEANDERING SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. P1 CONSTRUCT PEDESTRIAN RAMP (ROLLED CURB) PER ACHD SUPPLEMENT TO ISPWC SD -712H, TYPE "H2" SC 2' MIN. PAVEMENT SAWCUT FOR CLEAN EDGE. VG CONSTRUCT 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -708. CONTRACTOR SHALL EXCAVATE EXISTING DITCH AS NEEDED TO REMOVE ALL UNCOMPACTED AND UNSUITABLE MATERIALS SO STRUCTURAL FILL CAN BE PLACED. CONTRACTOR SHALL HAVE AN INDEPENDENT SOILS TESTING N1 LAB VERIFY THAT ALL UNSUITABLE MATERIALS HAVE BEEN REMOVED AND THAT THE MATERIAL AT THE BOTTOM OF THE EXCAVATION IS SUITABLE FOR STRUCTURAL FILL TO BE PLACED UPON. CONTRACTOR SHALL FILL EXCAVATION WITH STRUCTURAL FILL AS DESCRIBED IN THE STRUCTURAL FILL NOTE ON THIS SHEET. ALSO SEE GRADING PLAN (SHEETS GRD -1 AND GRD -2) FOR ADDITIONAL INFORMATION. N2 REMOVE AND DISPOSE OF EXISTING CONCRETE DITCHES PRIOR TO LOT GRADING AND STREET CONSTRUCTION. 40 20 40 80 120 '■ c_ SCALEs: ' STRUCTURALSTRUCTURAL FIM NOTE: I . IN BUILDABLE LOTS THAT REQUIRE FILL OVER I -FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AND BACKnLL WITH ► 957o MODIFIED PROCTOR IN I -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL PERFORMED BY :►- ►• QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTt TO THE BUILDINGDEPARTMENT ►• TO ISSUANCE OF ► PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. ALL WORK SHALL MEET GEOTECHNICAL REPORT BY ALLWEST TESTING AND ENGINEERING. DATED AUGUST 27, 2018 AND ADDENDUM DATD MARCH 8, 2019. ACHD NOTES: 1. ALL TRES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. 6s 41 y A � 0.2 LL uJ j QD 4D X.± via E T4 C L �•. V%O •®•' O N O .sem CLoNyE ® Ecus Uu QP A Q N � W fll m 0_ Rani V J v as y_ ` 76 m o� mip� d 2!` T a�i 00)E9e��a� IL y - M 0::U O es. O -W O1 a 'm ` o- 3 y w Zr v v s ® N c 00LL O o� Esus Li. d N O f N O � ®1,-^ {u��` rer CL v CL Z'g ® Q O N CL 0 E C O U O VD c > C rs+ O i $ . T O N N N igzs- c > . Ew c°y• Z y � C• c =CEEB ac N® N s. v; o9 E N I►ri `o ` � c $ c y y n O a C 5Qo�� E 0r G o��®W Z C N Z Z J G N W 0 yZj O � J O Z W U 2 CoCD p O Z O N 2 0 V �Z C) I ~N°im Q Go �co� Q o 0 ft CD watri Q < ® Q co ca ®®� XEC) w zm 0 a) o CL i. +ter ,. a � >t a... r•" CN m • li SCALE 1 `400 HORIZ PROJ. NO. 190402 > 0 r SHEET At O,' ST �L Z 0s0 268J. 56 �\ 15190.47 N2 268.38.3 ice'_ \\ \ •. *�'. `'`•.:: 15121.24 L: 2684.13 f 56.66\ 2684.41 r �� tea•, \ 238 V2684.704.70 \ X1a \ \\ \: J 6' -'- c it •�8 i � s ........ ' 1 a`. 2684 � � - •`( (/{(jj F- _ _ _. - _ - - _ 7 "y I1 p} I fi -sy-� .............. .� • .2686.. ... �'_.. s . .. ..87.• . .. ... ..- ,y � f..2688....:.� ....., ........... 2687 2686............... �.. '$�' .a...... .. �L\ '.............................................................. W ................:..................... STREET NOTES. I . MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET ISPWC STANDARD DRAWINGS, SD -301, SD -303 AND SD -806. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 Nj MIX, PG 64-28 FIVE INCHES (5' THICK, AS A MINIMUM WITH 4' OF )41' BASE AND 25' OF 6' MINUS PIT RUN. MINOR ARTERIAL ROADWAYS SHALL BE SP -3, 0.50 INCH 01 MIX, PG 64-28 FIVE INCHES (51 THICK, AS A MINIMUM WITH 4' OF Y4' BASE AND 25. OF 6' MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP -3, 0.50 INCH Nj MIX, PG 64-28 THREE INCHES (3') THICK, AS A MINIMUM WITH 4' OF Y4' BASE AND 20' OF 6' MINUS PIT RUN. LOCAL RESIDENTIAL ROADWAYS SHALL BE SP -3, 0.50 INCH NJ MIX, PG 58-28 TWO AND A HALF INCHES (2.51 THICK, AS A MINIMUM WITH 4' OF Y4' BASE AND 14' OF 6' MINUS PIT RUN. 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK WITH UTIULITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK 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 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. 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 2.07o; THERE ARE NO "TOLERANCES' ALLOWED. ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS. 5. SEE SHEET SD -1 FOR STORM DRAIN DATA AND ELEVATIONS. 6. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO ISPWC SD -712H (ROLLED CURB) OR ISPWC SD -712A (VERTICAL CURB) WITH TRUNCATED DOMES SIMILAR TO ISPWC SD -712. DOMES SHALL BE RIGID INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP & ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.` PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. USE 4' WIDE RAMPS FOR SIDEWALKS IN SUBDIVISION AND 10' WIDE RAMPS FOR PEDESTRIAN PATHWAY ALONG E. TACONIC DRIVE. 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. SEE SHEET ST -1 �. *-....zc......... �. 0 - STREET KEYNOTE ITEM DIST ITEM DESCRIPTION INSTALL TYPE III BARRICADE PER ACHD SUPPLEMENT TO ISPWC SD -1132B AND 61 INSTALL A SIGN STATING THAT "THIS ROAD WILL BE EXTENDED IN THE FUTURE'. COORDINATE SIGNAGE WITH ACRD STAFF. INSTALL TYPE II BARRICADE AT THE END OF SIDEWALK PER ACHD SUPPLEMENT TO 62 ISPWC SD -1132A, PER MUTCD PROVISIONS SECTION 60.02. THE BARRICADE SHALL INCLUDE A KICK PLATE AT THE BASE OF THE SIGN TO PROVIDE CANE DETECTION. B3 REMOVE EXISTING BARRICADE AND RE -USE IF POSSIBLE. C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702. CONSTRUCT 14' WIDE (OR AS SHOWN) CONCRETE DRIVEWAY APPROACH, PER ACHD SUPPLEMENT TO ISPWC @)SD -710C -(COMMERCIAL APPROACH- PER NOTE 'E', 6' THICK CONCRETE WITH 6' THICK CONCRETE FOR DETACHED SIDEWALK BEHIND AND ADJACENT WITH 8' SEPARATION). DS CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. GP CONSTRUCT 14' WIDE GRASS PAVERS (195 LF), PER PRESTO GEOBLOCK 5150, HS -20 LOADING OR APPROVED EQUIVALENT FOR CITY OF MERIDIAN SEWER ACCESS. OINSTALL CITY OF MERIDIAN TYPE 11 STREET LIGHT. SEE SHEET LGT-1 FOR STREET LIGHT PLAN. MS CONSTRUCT 5' MEANDERING SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD -709. P1 CONSTRUCT PEDESTRIAN RAMP (ROLLED CURB) PER ACHD SUPPLEMENT TO ISPWC SD -712H, TYPE 'H2' SC 2' MIN. PAVEMENT SAWCUT FOR CLEAN EDGE. VG CONSTRUCT 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -708. CONTRACTOR SHALL EXCAVATE EXISTING DITCH AS NEEDED TO REMOVE ALL UNCOMPACTED AND UNSUITABLE MATERIALS SO STRUCTURAL FILL CAN BE PLACED. CONTRACTOR SHALL HAVE AN INDEPENDENT SOILS TESTING N1 LAB VERIFY THAT ALL UNSUITABLE MATERIALS HAVE BEEN REMOVED AND THAT THE MATERIAL AT THE BOTTOM OF THE EXCAVATION IS SUITABLE FOR STRUCTURAL FILL TO BE PLACED UPON. CONTRACTOR SHALL FILL EXCAVATION WITH STRUCTURAL FILL AS DESCRIBED IN THE STRUCTURAL FILL NOTE ON THIS SHEET. ALSO SEE GRADING PLAN (SHEETS GRD -1 AND GRD -2) FOR ADDITIONAL INFORMATION. N2 REMOVE AND DISPOSE OF EXISTING CONCRETE DITCHES PRIOR TO LOT GRADING AND STREET CONSTRUCTION. 0 i' 20 i 40 80 120 SCALE IN FEET STRUCTURAL FML NOTE: 1 . IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 -FOOT DEEP THE CONTRACTOR SHALL STRIP EXISTING GROUND AN BACKFILL WITH STRUCTURAL FILL TO 957a MODIFIED PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTIONINSPECTIONrPERFORMED LABORATORY ErPERFORM COMPACTION r DEPARTMENT PRIOR TO ISSUMCE OF BUILDING REPORTPERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. ALL WORK SHALL MEET GEOTECHNICAL r DATED r r ADDENDUM DATED2011 TREESACHD NOTES: 1. ALL : FROM O. DRAIN FACILITIES. 7 4"oN A� O Z C6 ooW�� ® O c�, LL aw a CLW t 0. ? Z U O Z F�1 ►�? zL�o�-a E"� LU �^+ > > > p ii• O N N C© °� a p Q o-® '05 � z zzzWw �' 1■r N 2 w Z ti O Z a O C� d V Q CO Q W C c o, 2 RE y SCALE 1 =40' HORIZ 0 >_ W DWG.DATE 07/12/19 PROD. NO. 190402 _j ® 'O• O j p - 4) • , co Q X3.1 0°I- ST -2 ® 0 Q o E oN 2� aCL N 5 p 0 In Q C�, C p� Q m cy' U O yC•+ Q- W m O V m 9 .'«p'. 'y 2 O• $ p y C (/��/ W Z ap•• ® p L 0 V? A g $ -p •C _ LL VS R7 � g O C 0.9 E •H U voi ®_ N p y v o Lij .�O. � O N �•tpii g ® I.L. o A O .s. p- 02 SV!/1 WA E W N G1 N o q0-. Z c:, 00 rs. O c oU p u p boy y C C eL+ O O ie3 pU Vy C C N U Co U •C go C 'e. � o C c E U •$ C i� � •V � V Z. � a U p p C1 O O O •� O y c n.+ O =� �122s o N u c vi N i p O_ ® -.0 N W E 7 cr F04 M M 14 SOON LEll F- M �® ®-® <�'o O0 M Li 00 z M N ft COD 'r0) 4) C iv Q Lu 0 L o w Z C6 ooW�� �moER 0. ? Z U O Z F�1 ►�? zL�o�-a o�Noo LU F_ Fri o 0 Z oc'z�o O � z zzzWw �' 1■r N 2 w Z ti O Z a cr F04 M M 14 SOON LEll F- M �® ®-® <�'o O0 M Li 00 z M N ft COD 'r0) 4) C iv Q Lu 0 L d:i Z C6 0. F�1 ►�? F_ LU F_ Fri o 0 U) LLJ �' 1■r Z O N (Y SCALE 1 =40' HORIZ 0 >_ W DWG.DATE 07/12/19 PROD. NO. 190402 _j ® ® a SHEET 6 OF 15 co Q X3.1 0°I- ST -2 ® 0 Q o LL 2 Q /SHEETS/ 190402-ST.DWG Fill 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE IN FEEr VERTICAL SCALE IN IIS 1 ZU 11 6U 12 LOU 12+40 12 80 13+20 13-60 14+00 14-40 14+80 15120 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 20 80 21-20 21-60 22-00 2240 22 ^ �W L0 0) LU O 'rN N L O. d �g ,��°' Lq � — + a� c°NSO c�i� CL �m cs `� FINISHED GRADE 3 O o = .� ; Q {� ;- .- a + UJ CD � N CC v _ �+ W N = AT CENTERLINE _ '� N FINISHED GRADE AT CENTERLINE W DWG.DATE 07/12/19 L I 1 = t"�d 4 i �%% c s o o wl.v O � O O Q tt Z c O a. SNEETS,I190402-ST- —/SHEETS/190402-ST- Z LA _ 0.41% -0.68q N U v i `L LO :f co 1 AT �NCDVI MAVE — — " 2 — -0.40% — — --- — Y Z w 'o o g N y V a_ os ---- — — — — zz y LL {s TO MATO M CN aoc AT CENTERLINE y� Z -H Fi Ni tf) L [� ® r19 ISTING GROUN W N O i N od ,/5 it d O O � C O O �i 00 In tCT O - .O C, Cit � O ` O O PS/D = C Q 2 V U •a O V Z + Li! 0-0 CN -i e !` ) o po E. lACHLAN 1 STREET (Q d Lft �.CN Z N 3 ,•ns-• N = =O co cc C� GoCq r 1 d t V O N O cc Q A O N . `�` + = u 2 < J O g a m + 0. + CS N � FlNfSHED GRADE U LE cc '� LE 2 it ��„ W 2 LU I LOZ I 1 0^O. M� 0.53% a 2. I uia0 tpD N 0 pp(N a J CAD AT CENTERLINE v I LL TRAIL D116IVE � N 04 0.42% N c� 04 c� Lu Q ---- ---- ---- ---- --- ss- (9 — ---_ Ell -0.48% cc M 0.42% co 00N 0.42% — — — — — — — — — -- — — — — — — — ---- C*4 CO CoE N CN CN Cc C4 Cit CN Cs 0.45% x.0.45% ; -- 1~'— --------- -- 0.45% _ -- —_--- ---- ---- —_"--- I LVISAW GROW n, (I Q AT CEI MUNE �_ + 1 f% Q N W 1 L 1 �Q S. B BTW TERS WAY S. BliNTWATERS WAY V LU � LV �U , O C:9 O O C= C= C7 C, O 2 O C= C� C9 C Cu'-, C1� C C? C9 Npp NI M NpN� NNNp� N N ? N�v D M L e0 0 � T I N I�9 { o OAn�1® M NopNpp CID N pNn� CS CV � t pNn� N op d �N �Q 006,j � Go U O Go � 03 hN �O �oL2 of Np� C14 N_. N� % ` NN� i C14 cit D N N^� C14 N N cwt N c N cN es COC N, C4 N � NeN f Me O w sm I I tau I Ltuu I L+4u I L+bu -c J+LU 1)+au 14+UU 14+4u 14+bu 15+2U 15+6U 16+UU 16+4U 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22-1 10 ?692 269 x688 269 ?684 268 >_680 268 ?676 268 X672 267 �00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+68 9+6U lu UU Z2 4U 22 8U 23 20 23 60 24 00 24-40 24-80 25-20 25--( E LL. a:c> a N W� Q E C 2 'O >, 38 ,� O g ^LgioZ z Z ^-H a ^ �W L0 0) LU O 'rN N L O. d �g ,��°' Lq � — + a� c°NSO c�i� CL �m cs `� FINISHED GRADE 3 O o = .� ; Q {� ;- .- a + UJ CD � N CC v _ �+ W N = AT CENTERLINE _ '� N FINISHED GRADE AT CENTERLINE W DWG.DATE 07/12/19 L v'' + LU = t"�d 4 i �%% c s o o wl.v O � O O Q tt Z c O a. SNEETS,I190402-ST- —/SHEETS/190402-ST- Z LA _ 0.41% -0.68q N 4 `L 04 aC 'o+ A a) (D _O 1 AT �NCDVI MAVE — — " 2 — -0.40% — — --- — Y Z w 'o o g N y V a_ os ---- — — — — zz y LL {s ` TO MATO aoc AT CENTERLINE ®U=� C ISTING GROUN W N O i N ,/5 it d O O � C O O �i 5% MAX. O - .O , O ` O O PS/D = C Q 2 V U •a O V Z 0-0 O C e !` ) o po E. lACHLAN STREET Lft N 3 ,•ns-• N = =O 1 d t V O N O A O N . W I I 2 U LE � LE 2 2 W 2 LU I LOZ I 1 0^O. M� a 2. I tpD N 0 pp(N cc CAD v E. MORES TRAIL D116IVE � N 04 N N c� 04 c� Lu Q tV N F\O.• N• O Z ss- Ell cc M Z Go co 00N ifT Da coli N cc N CN C*4 CO CoE N CN CN Cc C4 Cit CN Cs 10 ?692 269 x688 269 ?684 268 >_680 268 ?676 268 X672 267 �00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+68 9+6U lu uu 1U 4U 1U 80 11 20 11 t6O 12 00 12 40 12 80 13 20 13 E LL. a:c> a N W� Q E C 2 'O >, 38 ,� O g ^LgioZ z Z ^-H a ^ �W L0 0) LU O 'rN N L O. d �g ,��°' Lq � — + a� c°NSO c�i� `_ �m cs `� FINISHED GRADE 3 O o = .� ; Q {� ;- .- a + UJ CD � N CC v (Dv �+ W N = AT CENTERLINE _ '� N _ ¢ "' J W DWG.DATE 07/12/19 L al ui = t"�d 4 i �%% c s o o wl.v O � O O Q tt Z c O a. SNEETS,I190402-ST- —/SHEETS/190402-ST- Z LA _ 0.41% -0.68q N 4 `L 04 aC 'o+ A a) (D _O Q Cr u Lu — — " 2 — — --- — Y Z w 'o o g N y V a_ os O zz y B671AV 6WIAOGRADE LL {s ` TO MATO aoc AT CENTERLINE ®U=� C ISTING GROUN W N O i N ,/5 it d O O � C O O �i 5% MAX. O - .O , O ` O O PS/D = C Q 2 V U •a O V Z 0-0 O C e !` ) o po E. lACHLAN STREET Lft 3 ,•ns-• N = =O d t V O N O A O N . W I I 2 U LE � LE 2 2 W 2 W I I LOZ I 1 0^O. M� 2. I tpD N 0 pp(N cc CAD M I Es 0 � N 04 N N c� 04 c� N cv tV Me ?692 =I We 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 wool r 0� I , •l -A% < '672 �s W a>t�`sg W� Z =c, r J W z ¢ O O Z O � � O V O Vf WZ pO V 0Y Z ® Z Z Z d r O Z A sw O V) (Q !� W ` � x �®`� cc 00 Qz00 Cz Q Li 00 ®® CODz�v LQ 0 wool] �1 = N N ® O to W C N o 0 > '& LL. a:c> a N W� Q E C 2 'O >, m 10=4 CqQ > ...- a ICL r O 'rN N L O. d V® E� sv v vi � V `_ yoc :r V) a ac- Z {� �m� v (Dv c a. - O ao-a c y N N c c � d m 0 U @ a,- N W DWG.DATE 07/12/19 L in = t"�d :g i �%% c s o o wl.v O � O O Q tt Z c O a. SNEETS,I190402-ST- —/SHEETS/190402-ST- Z C N `L 04 aC 'o+ A a) (D _O Q Cr u Lu M " 2 � 3 o y c Y Z w 'o o g N y V a_ os O zz y LL {s ` = c o ` E:2 � � aoc ®U=� C W N O i N ,/5 it d O O � C O O �i O - .O O ` O O PS/D = C Q 2 V U •a O V Z 0-0 O C !` ) o po 3 ,•ns-• N = =O d t V O N O A O N . O L L U N C GD N ac O c Ne,; SGS •$ O c c 0 0 0_ E C� `ter o 8 O U N F\O.• N• O Z ss- -A% < '672 �s W a>t�`sg W� Z =c, r J W z ¢ O O Z O � � O V O Vf WZ pO V 0Y Z ® Z Z Z d r O Z A sw O V) (Q !� W ` � x �®`� cc 00 Qz00 Cz Q Li 00 ®® CODz�v LQ 0 wool] �1 0 gU? W� Q ®M 10=4 CqQ 0r�� U Z 0)o C� OLL SCALE 1 "=40' 1 "®4e HORIZ VERT W DWG.DATE 07/12/19 PROJ. NO. 190402 ® ® (L SHEET 7 OF 15 0a Q ST -3 O O Q tt Z SNEETS,I190402-ST- —/SHEETS/190402-ST- ABS Acrylonitrile -Butadiene -Styrene ABAND Abandoned ACP Asbestos Cement Pipe AH Ahead ALT Alternate BC Beginning of Curve BK Back BM Bench mark BVC Beginning of Vertical Curve BW Back of Walk CB Catch Basin NOTES GENERAL CONSTRUCTION cf Cubic Foot Cl Centerline CO Clean -Out (Sewer) CONC Concrete CONST Construct, Construction COORD Coordinate CTV Cable Television CY Cubic Yard DBL Double DI Drop Inlet DIA Diameter DIP Ductile Iron Pipe DW Driveway DWG Drawing E EASTING EA EACH EC End of Curve EG Edge of Gravel ELEV Elevation EM Electric Meter EP Edge of Pavement EASE Easement EVC End of Vertical Curve EXIST Existing FG Finished Grade FH Fire Hydrant 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 Ado County Highway District (ACRD) 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 copy of the latest City 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 have plans stamped "Approved for Construction" by City of Meridian Public Works Department on site at all times. 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. Contractor shall notify the Public Works Inspector 48 hours prior to required testing. Contractor may not open or close water valves. 7. 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. 8. 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. 9. 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. 10. Any deviation from the approved plans and specifications must have the applicable agency approval in writing prior to construction. 11. Prior to beginning installation of street lights, the electrical contractor sholl obtain an Electrical Permit from the Building Division of the Meridian Public Works Department. Any deviation in street light locations from the approved plans must be approved in writing from the City Engineer. 12. Take all lot dimensions, easements and certain off-site easements from the plat. 13. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage and irrigation improvements are in place and functioning. 14. 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. 15. 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. 16. 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. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. 17. 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. 18. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). 19. The Contractor shall keep on site at all times the approved construction plans on which is recorded the actual locations of theons r c t ucted 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. 20. ACRD will inspect oil improvements which fat[ within ACHD right-of-woy or easements including but not limited to storm drain construction, trench backfill procedures, road way construction and concrete work. Any work to be done outside of the 300°xt n un r e e ded 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. 21. All construction shall adhere to the Allwest Testing & Engineering Report dated November 29, 2017. OADWAY 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 (ghts-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 (ght-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 grodes. 6. Ado 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 right-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: None. 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. ;:bl 011.1 Z 11011 IM flum"In OWN FL Flow Line INV Invert FTG Footing IRR Irrigation FS Finished Surface ISPWC Idaho Standards For Public GALV Galvanized PCC Works Construction GB Grade Break IVC Island Vertical Curb GIRR Gravity Irrigation L Length GM Gas Meter LIP Lip of Gutter GR Grade LF Linear Foot HDPE High Density Polyethylene LP Low Point HORIZ Horizontal LT Left HP High Point MAINT Maintenance MH Manhole MW Monitoring Well N Northing NO. Number OFL Overflow Pipe OHP Overhead Power PC Point of Curvature PCC Point of Compound Curvature PE Polyethylene PIRR Pressurized Irrigation PL Property line POC Point on Curve POT Point on Tangent 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-potoble 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 wpter 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 (fDAPA 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). 5. The Contractor shall be responsible for providing continuous water service to all existing water users affected by construction. If water service must be interrupted, the contractor shall coordinate with the Public Works Inspector. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet oil 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 road. 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 morking 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 utill i s 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 necessary to 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. Dw . SW3. The service marker sholl be in place for the final inspection. Service lines shall extend ten (10) feet beyond the right-of-woy where there is attached sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. 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. STREET FLAN LEGEND 0+00.00 Centerline Stationing Concrete Vertical Curb, Gutter & Seperated Sidewalk, per ACHD Supplement to ISPWC SD -701 & SD -709 Concrete Rolled Curb, Gutter & Separated Sidewalk, per ACHD Supplement to ISPWC SD -702 & SD -709 Storm Drain System with a Drop Inlet, -12"SD and Manhole Boundary Line - - - • - - - Right -Of -Way line Centerline Lot Line -� Direction of Surface Flow PP Power Pole SB Seepage Bed SY Square Yard PSI Pounds per Square Inch SD Storm Drain TAN Tangent PT Point of Tangency SEC Section TC Top of Curb PVC Polyvinyl Chloride SF Square Foot (feet) TEL Telephone PVMT Pavement SG Sand and Grease Trap TOB Top of Bank R Radius SP Signal Pole TOE Toe of Slope R/W Right -of -Way SPRK Sprinkler TOPO Topography RCP Reinforced Concrete Pipe SS Sanitary Sewer TRANS Transition REF Reference STS Storm Tank System TYP Typical RL Ridge Line STA Station VB Valve Box RR Railroad STD Standard VC Vertical Curb Rt Right SVC Supered Vertical Curb VERT Vertical S Slope SW Sidewalk WM Water Meter SEWER 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. 2. The horizontal separation of potable water mains and non -potable water mains (sonitory 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 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 CCTV 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 sholl test all sewer lines in accordance with Section 501 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 17. All manholes shall be constructed 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 hove 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 11+00 Sewer Line & Station -►8'S 1--4 Sewer Manhole & Pipe Angle S.C. Service Connection S.L. Service Length S.I. Service Invert - -10-805- Exist. Sewer Line & Manhole EGE WATER LND W Construct Water Line ._� Install Double Water Service SHEET INDEX Install Single Water Service d Install Fre Hydrant - Install Conc. Thrust Block - -law- - Existing Water Line - - - -� Existing Double Water Service - 0 Existing Single Water Service .,� Existing Fre Hydrant EOINITY MAF 1 " = 1200' LOCATED IN THE SE 1/4 OF SECTION 32, T.3N., RAE., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 5�� OF G J STS®S HORIZONTAL DATUM USED > w US GOVERNMENT HORIZONTAL NAD83 ADJUSTED z W TO THE ADA COUNTY H.A.R.N. SURVEY W _J W CO Z H m W � O Nom W in BEN Viiiti.LiR�� Z O Z O U �z o C, C_ MVD88 NAD83 ADA CO. HARK) il> M oZm�� A,r � VERTICAL DATUM HORIZONTAL DATUM o z TBM#1 ELEVATION = 2684.85 N= 688,614.5crir CHISELED X IN TOP BACK E= 2,463,700.9 r OF SOUTH CURB W M E. MORES TRAIL DRIVE Wells ao TBM#2 O co CN ELEVATION = 2682.90 N= 689,265.2 �� CHISELED X iN TOP BACK E= 2,463,427.2 OF SOUTH CURB o i-- _ Cl �Q_ S. BENTWATERS WAY ® o �Zaio TBM#3 o ELEVATION = 2681.70 N= 689,557.1 w00 CHISELED X IN TOP BACK E= 2,463,346.0 z st y OF SOUTH CURB o, E. ROCKHAMPTON DRIVE LIQ r Cl - IS SHEET INDEX 1 d 15 T-1 00 W a = 0 lil Vl �000'� OF 15 LL}, CL R a n n� 3 OF U r+ y O = GRADING PLAN 4 .0 c2 -S A-- LGT-1 = STREET LIGHT PLAN 5 0- OZ E_'0 c +) ST -1 4 ai v o' a� OF 15 N r > o o Z m 7 OF 15 ao_ Q U 8 W 0E 00 5 SD -1 = STORM DRAIN PLAN 000 000.E 15 S-1 = SEWER & WATER PLAN AND PROFILE S. BEWWATERS WAY/ E. LACHLAN STREET 10 OF 15 C = SEWER & WATER PLAN AND PROFILE S. BENTWATERS WAY 11 OF 15 S-3 Ua C) o � 1029 N. Rosario St., Ste. 100 �WoE_�_ C O :� z OF /� Ct ii t0 _ V ® E� 0 U 13 OF 15 PIRR-2 = PRESSURE IRRIGATION PLAN Li. a m ® Q PIRR-3 = PRESSURE IRRIGATION DETAILS & NOTES v c �o o OF 15 DT -1 M Q' V O ::i a W m O m CU ® v 2 �v 2 as aE 2 Z C- O 00 _ v O E - as IL _ V O s0-. „j U O .� iW 5 y O O O C ®o i ngA � o ®c _ ov o ta> Qi O O C � inO O Q cl U C 3N,' `j O d' O T C U V' C j d a cT = C . 79 W® a6�� >_A G .$ H 0 C C d a E z A V 0 d U o�® 0 o va ®, v Z o C E I •V •N 0 N OO !'tel l `. - d d9 C NN GAJ c EE c .c Z c 0 ®y 2 0 0.0 •- O = oO N CLO O •eUi N v p, $ 0 5�� OF G J STS®S HORIZONTAL DATUM USED > w US GOVERNMENT HORIZONTAL NAD83 ADJUSTED z W TO THE ADA COUNTY H.A.R.N. SURVEY W _J W CO Z H m W � O Nom W in BEN Viiiti.LiR�� Z O Z O U �z o C, C_ MVD88 NAD83 ADA CO. HARK) il> M oZm�� A,r � VERTICAL DATUM HORIZONTAL DATUM o z TBM#1 ELEVATION = 2684.85 N= 688,614.5crir CHISELED X IN TOP BACK E= 2,463,700.9 r OF SOUTH CURB W M E. MORES TRAIL DRIVE Wells ao TBM#2 O co CN ELEVATION = 2682.90 N= 689,265.2 �� CHISELED X iN TOP BACK E= 2,463,427.2 OF SOUTH CURB o i-- _ Cl �Q_ S. BENTWATERS WAY ® o �Zaio TBM#3 o ELEVATION = 2681.70 N= 689,557.1 w00 CHISELED X IN TOP BACK E= 2,463,346.0 z st y OF SOUTH CURB o, E. ROCKHAMPTON DRIVE LIQ r Cl - C4 0 ::� Z m r Z ®n IWO ON04 pi wAdk F■rt F- 0 V) SCALE AS SHOWN DWG.DATE 07/12/19 PROD. NO. 190402 SHEET 1 OF 15 T-1 190402-T1.DWG ! SHEET INDEX 1 OF 15 T-1 = TITLE SHEET, VICINITY MAP & NOTES 2 OF 15 GRD -1 = GRADING PLAN 3 OF 15 GRD -2 = GRADING PLAN 4 OF 15 LGT-1 = STREET LIGHT PLAN 5 OF 15 ST -1 = STREET PLAN 6 OF 15 ST -2 = STREET PLAN 7 OF 15 ST -3 = STREET PROFILES 8 OF 15 SD -1 = STORM DRAIN PLAN 9 OF 15 S-1 = SEWER & WATER PLAN AND PROFILE S. BEWWATERS WAY/ E. LACHLAN STREET 10 OF 15 S-2 = SEWER & WATER PLAN AND PROFILE S. BENTWATERS WAY 11 OF 15 S-3 = SEWER & WATER PLAN AND PROFILE 1029 N. Rosario St., Ste. 100 E MORES TRAIL DRIVE/ SEWER IN LOT 72 BLK2 (COMMON LOT) 12 OF 15 PIRR-1 = PRESSURE IRRIGATION PLAN 13 OF 15 PIRR-2 = PRESSURE IRRIGATION PLAN 14 OF 15 PIRR-3 = PRESSURE IRRIGATION DETAILS & NOTES 15 OF 15 DT -1 = STREET & STORM DRAIN SEEPAGE BED DETAILS C4 0 ::� Z m r Z ®n IWO ON04 pi wAdk F■rt F- 0 V) SCALE AS SHOWN DWG.DATE 07/12/19 PROD. NO. 190402 SHEET 1 OF 15 T-1 190402-T1.DWG ! 1DAN* ftris Depadmeld ■ DEVELOPER i R1 C4 0 ::� Z m r Z ®n IWO ON04 pi wAdk F■rt F- 0 V) SCALE AS SHOWN DWG.DATE 07/12/19 PROD. NO. 190402 SHEET 1 OF 15 T-1 190402-T1.DWG ! 0 DEVELOPER C� SKY MESA EAST, LLC 729 S. Bridgeway Place co Eagle, Idaho 83616 Z Contact: Jeff Harris 0) 0 Mobile (208) 901-0141 Phone (208) 618-2159/Ext. 1019 CN Qes.com E -Mail: JHarris0BoiseHunterHom 0 ENGINEER> ENGINEERING SOLUTIONS, LLP 0 W CLa, Kathleen M. Stroschein, RE,, ® 1029 N. Rosario St., Ste. 100 Q 61 Meridian, Idaho 83713 Phone (208) 938-0980 0 E -Mail: Kathys@engsol.org LL Z C4 0 ::� Z m r Z ®n IWO ON04 pi wAdk F■rt F- 0 V) SCALE AS SHOWN DWG.DATE 07/12/19 PROD. NO. 190402 SHEET 1 OF 15 T-1 190402-T1.DWG !