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HomeMy WebLinkAboutCC - Construction DrawingsFINISHED GRADE MAXIMUM ELEVATION OF ROCK = 2683.5 18" PERF. (TOP HALF) ADS N-12 PIPE, SEE DETAIL, THIS SHEET FILTER FABRIC - THREE (3) SIDES PER ACHD REQUIREMENTS (SECTION 8200 PG. 32) ELEVATION TOP OF SAND = 2680.0 FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR "FILTER SAND" - SEE TABLE 1 OF THE ISPWC. MINIMUM ELEVATION OF SAND = 2678.5 HGW BELOW = 2675.9± ASSUMED PERCOLATION RATE = 3"/HR MONITORING WELL INSTALL LID TO GRADE LO Ki MONITORING WELL INSTALL LID TO GRADE Y Y O N Z • 2682.o • 41' 2682.80 CV ^sZ Chi `--' ♦.� �� -- .t.. LO Ki MONITORING WELL INSTALL LID TO GRADE Y Y O N Z N Ce 41' 2682.80 CV ^sZ Chi `--' ♦.� �� -- .t.. i U - -- .. �•~ ° MONITORING WELLS TO ! BE 1' PAST SAND. 10' 20' 11' 41' 2682.80 00 SECTION VIEW ♦.� �� I' (CAP END) TYP. ALL PIPES BEGIN PIPE (PERFORATED) �n FINISHED GRADE III -I �-III-III-II I I -I I ME, MAXIMUM ELEVATION issw 00 -- ., (00) v • 0-2683.75 L C 2682.80 00 I • ♦.� �� -- .t.. OF ROCK = 2685.7 18" PERF. (TOP HALF) ADS N-12 PIPE, SEE DETAIL, THIS SHEET FILTER FABRIC - THREE (3) SIDES PER ACRD REQUIREMENTS (SECTION 8200 PG. 32) ELEVATION TOP OF SAND = 2680.0 FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC - .. - = :° : •• .:' •.::.: , :: SECTION 801 FOR "FILTER SAND" - °° SEE TABLE 1 OF THE ISPWC. MINIMUM ELEVATION OF SAND = 2678.5 MONITORING WELLS TO I I I I BE 1' PAST SAND. 4.5' 1 9' 1 4.5' HGW BELOW = 2675.9± ASSUMED PERCOLATION SECTION VIEW RATE = 2"/HR MONITORING WELL, SEE PLAN VIEW. MONITORING WELL, SEE PLAN INSTALL PER 2017 ACHD VIEW. INSTALL PER 2017 ACHD SUPPLEMENTAL SD -627 SUPPLEMENTAL SD -627 r- 1' (CAP END) TYP. ALL PIPES (PERFORATED) If14- ! ! !I! !Jf ( ( 0 lo! o I i !�fM Wflf o !�! C.0 ( ! o o:� (00 ( I f a !�f flf (PERFORATED) T !I SEEPAGrE .BRED PIPE ALL PIPE ELEVATIONS a a SHOWN ARE AT ENTRANCE OF SEEPAGE !�, m BEDS, SEE PLAN VIEW =I FOR SLOPES AND OTHER o ¢ h w PIPEffi ELEVATIONS. ! o! f ! a ! ! Cl- uj f °- f BEGIN PIPE I I L01(PERFORATED) A C' (n C Cn 00 C4 50' MIN. FROM 50' MIN. FROM �n 00 OUTSIDE BED OUTSIDE BED if 10 20 11 MONITORING WELL, MONITORING WELL, -7 SEE PLAN VIEW. 4.5 90 4.5 SEE PLAN VIEW. INSTAL PER 2017 41 INSTAL PER 2017 ACHD SUPPLEMENTAL 18 ACHD SUPPLEMENTAL SD -627 SD -627 FLAN VIEW PLAN VIEW SEEPAGE BED #4P-1 SEEPAGE BED #4P-2 N.T.S. N.T.S. ASSUMED PERCOLATION RATE = 3"/HR ASSUMED PERCOLATION RATE = 2"/HR 60' ROW 30' 30' 1 111110. 1 0.5' 5'SW 8' 16.5' 16.5' 8' 5'SW 0.5' now 001-' LA-NDINGG 11'' -LAN-DINGG 2' 14.5' 14.5' 2' 1' LANDING 1' LANDING 1' LANDING _ I 0 2.5" ASPHALTIC PAVEMENT © 5" CONCRETE SIDEWALK - SEE ACHD OE 13" PIT RUN GRAVEL 6 " SUPPLEMENT TO ISPWC SD -709 O COMPACTED STABLE SUBGRADE 3ROLLED CURB AND GUTTER - SEE4"O ACHD SUPPEMENT TO C SD -702 O CRUOSHED GRAVELS LSW© CENTERLINE STREET DESIGN STREET SECTION - 69 RIGHT-OF-WAY NOTE: 3' ROLLED CURB - DETACHED SIDEWALK BASE AND SUB -BASE SHALL EXTEND (TYPICAL STREET SECTION) 6" MINIMUM BEHIND CURB. 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 G") MIX, PG 58-28. N.T.S 5' SIDEWALK 5" CONCRETE 1.5% MAX. SLOPE 00 \-4" OF 3/4" MINUS CRUSHED GRAVEL 6 WIDE SIDEWALKS PER ACHD SUPPLEMENT TO L.S.P.W.C. SD -709 SIDEWALK NOTE: SIDEWALK SHALL HAVE A CROSS SLOPE OF 1.5% TO TOP BACK CURB. N5 NOTE: 18"0 PVC PERFORATED DRAIN PIPE. PERFORATIONS SHALL BE IN s ACCORDANCE WITH AASHTO M304-03 AND ORIENTED UPWARD + FROM TOP HALF (ACCEPTABLE PIPE REPLACEMENT: 18"0 ADS N-12 HDPE PERFORATED PER AASHTO M-294). 18" PIPE PERFORATION (TOP HALF DETAIL 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 FULLY 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. GEOTECHNICAL EVALUATION AND GROUNDWATER INFORMATION PROVIDED BY ALLWEST TESTING & ENGINEERING, DATED AUGUST 27, 2018 AND ADDENDUM DATED MARCH 8, 2019. GROUND WATER MONITORING DECEMBER 19, 2017 THROUGH OCTOBER 30, 2018. 1' LANDING 04'-1( Outside TRANSITION SECTION - VERTICAL CURB AND GUTTER TO ROLLED CURB AND GUTTER MANHOLE 48 Manhole Base with 6 Noor 21" Max 54" (Max) NOTE MANHOLES SHALL HAVE STEPS 1' Min. Catch T MANUFACTURED PER 6" ASTM C478 CONCRETE PSI = 4,000 PSI PLAN VIEW I I ao :g 6- 36" ------- - (Max) II ---48" Dia ID-� 12" o.c. �TYp• l I � SECTION <24" 0 I STACKING WILL VARY + i I I 16" Max 5" SIDE VIEW SHALLOW MANHOLE TYPE 1 IDAHO PRECAST INC. RAISED INVERT 1389 Madison Ave USING PRECAST 48" DIAMETER MANHOLE MATERIAL Nampa, Idaho 83687 AS ALTERNATE PER SD -615A Phone: (208) 461-6300 Fax: (208) 442-0842 www.idahoprecost.com NOTES: WHEN STEPS ARE REQUIRED THEY ARE INSTALLED PER ISPWC 1/17/16 WRL STANDARD DRAWING 612 ON 12" O.C. O U W 0 rn U 0 ce) LL O 0 ' W J O W 0 CL a- m Q uj 0 0 Q LL Z 10 ., (00) v L C acv E n> ow o 00 - c O o 0 0 a � r m w U_ a > w 0 V 6 E �Oz LLl �o � ,T z = C" �11► n cr_ Q 0 2 W t~ 0 A W Oo 0_ /CL�� n0v �� U vs W O U C v U Vi N O C C �100 U V v0 �O r vo' p T n t - SCALE NO SCALE o V 0 v° 0 PROJ. NO. 190107 Iris =� a�Qv O SHEET 10 OF 10 N L o rnN L 2-v+i Q N .2 N p o = c c 3p � C C, -C L Z -a,- �' �' 'v 2 L O Q a L (L N O O p C CO p U ? N O C Q O] R' U O ++ n W m C O• y �"' N o•v� �Ci o, N i v�v m aE ITzb -2t N O •!-+ O O O O O r y •y LLL N j C 2.,i O- O N E •N 0 p U O W>--%�o�Nm .'o � a v m n• o O O b d O / 0E-- 1 OpOC O� O ry p N C C p Zd O O N V 0..0 UO p p p CO V :n ik4z T O 0 3 p U N cN c t 0 s o y - Q O y E_0 A �•v i y3 N o v E cn v Z J J F¢- f- ow o O • � � r m w FQ� Ir -'i m g CL w 0 Q p w l J �Oz LLl �o z = C" �11► n cr_ Q 0 2 W t~ 0 A W Oo 0_ F -U) vs UJ �100 cr: SCALE NO SCALE DWG.DATE 03/14/19 PROJ. NO. 190107 Iris SHEET 10 OF 10 DT - 1 /SHEETS/190107-DT1.DWG 4/Xrl 90... /� s \� "9{' / / Q % COMMONS NO. 1 •"Y / 7 J / /T� \: \ 1 r \ S\ / / 33 LIGHT �� / �'• /// 1p SKY MESA �� 12 es ,.,. COMMONS NO. 3 \ BLOCK 5 34 21 4 LIGHT# , ; • `,:.. ; .: �' % // /� � � .`.' !I 24 13 LVGHT \ \'�`. / //:. &ff2 \ _ 14 s sI 5 �• / 19 4 BLOCK 5 �Py/e�. R e � \ \\ x^70 \\ 2 BLOCK 6 y. 7 �i LBLOCK 6 �\ IGHT 17 \ �:• \ \\ \ 2 y , y % EXISTING l 4i 21 C3. '11 / v`, II \ 11 �._ / \ tx Sk— LIGHT# \ \0 II X11 I I a VA \ BLOCK 3iIA— ;. \\ _ SKY MESA COMMONS NO. 1 _ ——s°s�-- \ \.. 10 \ 15 SKY MESA \ LIGHT# COMMONS NO. 319 q'� 11 Buri I BLOCK 3 II II { PC - 14 LIGHT# I I I.j II II1:;9 I I w I1 Ll 9 ( 1. I I III 4 P1RR- - — — — — — — — — — — — — — — — — — �,:I I I O I I f•;I I I � _ 4 PIRR— ---------1 fl �� II a.,l :I---------- '8 I i•.I II 1 mil l''1 �/ \�. 12 i I 13 11 11 11uj i 17 �i� \I \, LIGHT# I j // �� / :1 10 \ E. STON HAVEN ST. �\ I/ FUTURE ®s = LIGHT# I y \ \ \ / I � \ — I I \ 24 16 15 /4 13 12 \ / BLOCK 3 I I I 11 —6'PIRRI 6"PIRR— 8PIRR I — lff — I=8P/RR —\\ = 871IRR 8PIRR— — _—87'IRR — —. 60 30 0 60 120 180 SCALE IN FEET LEGEND EXISTING EXISTING STREET LIGHT e C PROPOSED TYPE II STREET LIGHT LIGHT# MERIDIAN CITY LIGHT POLE NO. STREET LIGHT NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT https://citizenportal.meridiancity.org/CitizenAccess/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL,' AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN CITY PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 7. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. 8. VERIFY LIGHT POLE LOCATIONS WITH THE OWNER AND MERIDIAN CITY PRIOR TO INSTALLATION. 9. THERE IS A 10' STREET LIGHT EASEMENT ADJACENT TO ALL STREETS WITHIN THIS SUBDIVISION. 10. TYPE 1 POLES SHALL BE BLACK. LANDSCAPING NOTES 1. LANDSCAPE AND TREES ALONG ALL STREETS TO BE COMPLETED AFTER CONSTRUCTION ON THE LOTS. TREES MAY BE MOVED TO ACCOMMODATE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. 0 U 0 � U 0 M u- 9 0 J > 0 m Q w o 0 a u— Z 0 ¢l�4r oFT��gG4' M. S N N > .0c: O � >Z�o Z +L•. O U N C O d O 00 00 2 ID > 6 J N W ZW L— v-c>a0uv'i a a a.0:: m z G IN ZO Z T ,,; v Li.t � ��O_f� /1� N O N N C O_ W ♦J N U CL O -co) 2 O N D c: n� Z 2 Z Z d W to N 0 o o z m 3 C) p4 w co U:) U V N •!A 'Ozr- ca C c W 2 N7t; .N �M� � •w. N .�, � L C_J \//�/1 N N N ._ ✓ '4 c co 30 N L) tea'—�= 0' C . O' `� " c C O w 0 z U FL :3 6 2 E j N N is N p = v+ c 3c v+ Q N p Ql U O wL-r d W m g 0-.n M •O N O -_+ a y O L N O Yip Z O 0 � 0 •s O ea cna 3v (—� 2 o v o 2 � ,v_, co 1— ra W� Yo`�yNv O cr g zo Z O O O V V o Z i d O fA U a.0 OOON.• Nd U a ' 2-�O> o�oQUv a �cs =U N e� a' 9 c v O d V AN N C c 3 ✓ � O C = N E U ` = y w O N C z0 .2 N d � 's a _ rrl `o c $ o n. • ,.co, �•J =p C h- .0 O U C v' 'U O EO Z ..�cj AL o., ¢l�4r oFT��gG4' M. S - COD o rn ,1 0 w 06 M 00 �\ O N00o M ct x Lu 0 ce- W to 0 �. •.1 o M C6 �wrn Z � N v o a >Z�o Z O O H 3 O 00 mJ 6 J N W ZW o�J m z G IN ZO Z O ¢�o>w Li.t � ��O_f� OJF- � in p W cn O Z O y im U Z M Z 2 Z Z d W to W wm� o o z m 3 p4 w co U:) - COD o rn ,1 0 w 06 M 00 �\ O N00o M ct x Lu 0 ce- W to 0 �. •.1 o M C6 �wrn Z � N v o a SCALE 1 "=60' DWG.DATE 03/14/19 PROJ. NO. 190107 r1s SHEET 2 OF 10 LGT-1 /SHEETS/190107—LGT.DWG Z • O m Z O Z Li.t � a- OZ !=rt M W w *4 o W p4 w co U:) SCALE 1 "=60' DWG.DATE 03/14/19 PROJ. NO. 190107 r1s SHEET 2 OF 10 LGT-1 /SHEETS/190107—LGT.DWG N1 SKY MESA COMMONS \ 21 SUBDIVISION NO. 3 / v / \ .' N1 BLOCK 6 19 d N1 \a. e0a V. \ \ \da. a+ \ Ul i 1pNAL NOTES: 1 1 &9�. 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES / BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND r r W ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL Z E / UNDRGROUND UTILITIES. CONTRACTOR SHALL CALL DIG UNE AT 1-800-342-1585 PRIOR o • �.: 33 TO ANY EXCAVATION. it a =Wmz �' << 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. Z Uj Z Z 12���\ 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES PRIOR TO u/34 CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY W i z W n \ S1 r DISCREPANCIES. z o z In \•' 4 �Y / P4 / 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. w o z m w 3 CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. = w o z S1 13 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. . •': 6. SEE SHEET PIRR-2 FOR DETAILS AND NOTES. -J+ o \ \ N4 00 7. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. THE BACK—UP ~ N M S1 Oo .. / SOURCE IS AN EXISTING WELL NEAR THE EXISTING PUMP STATION. v=i M Do N1 :: �/ / / O 00 CD 66)7#0�acvE '�' u �I.1 0 \ / / o 4 \ \�•, / .% / ` can Q 0 0 \��, / / ��►/ PRESSURE IRRIGATION LEGEND Q Q 0—f ift���/:' \ \ \•. LLJ 00 4 PIRR — PRESSURE IISTING RRIGATION LINE N o \ O t y \ — —4 PIRA —EXISTING PRESSURE SKY MESA COMMONS / \': \ IRRIGATION LINE \� 200 LF CONSTRUCT PRESSURE SUBDIVISION NO. 3 IRRIGATION UNE & SERVICES 110.�9,c \1 CONCRETE THRUST BLOCK \\ ® VALVE Z SLEEVE (AWWA C-900 OR C-905) O D 40 LF DRAIN W �- •a �--� ' •�' � � / !' u IRR � � I — \ AIR RELEASE VALVE O U p Z � oc ° \ - z ::SII Cr LLJ z W f� � z: ! IwoO Ir ::D W cf) i . oA U-1 ZO 3 U M SCALE 1 =40 W DWG.DATE 03/14/19 z O PROJ. NO. 190107 a .•' ' a SHEET 8 OF 10 . 40 2 BLK.3 40 0 0 80 120 — a • :. SCALE IN FEET Oo z � HORIZONTAL SCALE SHEETS/ 1 90107—PIRR.DWG y vi W T C Q OOILLN O N O N cmao>'� V -0 ��E N a > > > « O /� i. m O` N � O .a � Q � � C: v v U Of L) .�,,. w v v O N -O O M n V Q 'v Q PRESSURE IRRIGATION KEYNOTE LIST a �� 30- = Q ITEM DESCRIPTION U) o .0 3 0 ARV Air Release Valve = V c" W a ` 0 - z .. °d 0 C8 Pressure Irr. Sleeve, 8" PVC, AWWA C-900 cc �0 v E > N Q D Pressure Irrigation Mainline Drain �" d5� 0 a W l a E9 Elbow, 47, 11 1/4' g.= g E10 Elbow, 4, 22 1/7 0 3 '•" O y C �/ ti Z 0 E11 Elbow, 4, 45 O 0 � o E12 Elbow, 4, 90• V' I— �, o o y G4 Plug Or Cap, 4" W5 :2.oUN� P4 " Pressure Irr. Main, 4, PVC, CL -200 > O a O ..�0 . O o� OL f _ 3 0 S1 Irrigation Service, 3/4" U) c c o z a o S2 Irrigation Service, 1" CL o ` a a ,5 TB P.C.C. Thrust Block (As Required Even If Not Shown). Q C) a o V4 Valve, 4" Gate a Verify Existing Pressure Irrigation Service Is Installed And Marked N1 Per City Of Meridian Specifications. If Not Found Install Servicef o y a� And/Or Marker As Needed. Raise Valve Riser As Needed. Z C r a o s '3 N2 Deflect Pipe Per Manufacturers Specifications And o Recommendations. Q ° ' ~ •V N - N3 Retain And Protect Existing Trees. N "A" "B" p After Closing Valves AND The Contractor ShallW N 9 N4 Remove The Existing Plug/Cap And/Or Thrust Block To N o Complete Interconnection As Shown. a a o ti Raise Service Valve As Needed °' w .p y � v a_Ni v v,'o � 1pNAL NOTES: 1 1 &9�. 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES / BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND r r W ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL Z E / UNDRGROUND UTILITIES. CONTRACTOR SHALL CALL DIG UNE AT 1-800-342-1585 PRIOR o • �.: 33 TO ANY EXCAVATION. it a =Wmz �' << 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. Z Uj Z Z 12���\ 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES PRIOR TO u/34 CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE ANY W i z W n \ S1 r DISCREPANCIES. z o z In \•' 4 �Y / P4 / 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS A PRESSURE IRRIGATION SERVICE. w o z m w 3 CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. = w o z S1 13 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. . •': 6. SEE SHEET PIRR-2 FOR DETAILS AND NOTES. -J+ o \ \ N4 00 7. PRESSURE IRRIGATION SYSTEM TO BE OWNED & MAINTAINED BY THE HOA. THE BACK—UP ~ N M S1 Oo .. / SOURCE IS AN EXISTING WELL NEAR THE EXISTING PUMP STATION. v=i M Do N1 :: �/ / / O 00 CD 66)7#0�acvE '�' u �I.1 0 \ / / o 4 \ \�•, / .% / ` can Q 0 0 \��, / / ��►/ PRESSURE IRRIGATION LEGEND Q Q 0—f ift���/:' \ \ \•. LLJ 00 4 PIRR — PRESSURE IISTING RRIGATION LINE N o \ O t y \ — —4 PIRA —EXISTING PRESSURE SKY MESA COMMONS / \': \ IRRIGATION LINE \� 200 LF CONSTRUCT PRESSURE SUBDIVISION NO. 3 IRRIGATION UNE & SERVICES 110.�9,c \1 CONCRETE THRUST BLOCK \\ ® VALVE Z SLEEVE (AWWA C-900 OR C-905) O D 40 LF DRAIN W �- •a �--� ' •�' � � / !' u IRR � � I — \ AIR RELEASE VALVE O U p Z � oc ° \ - z ::SII Cr LLJ z W f� � z: ! IwoO Ir ::D W cf) i . oA U-1 ZO 3 U M SCALE 1 =40 W DWG.DATE 03/14/19 z O PROJ. NO. 190107 a .•' ' a SHEET 8 OF 10 . 40 2 BLK.3 40 0 0 80 120 — a • :. SCALE IN FEET Oo z � HORIZONTAL SCALE SHEETS/ 1 90107—PIRR.DWG O 3" SDR 21" PVC RISER EXTEND 11 O Y x 4' x 6' CINDER BLOCK (OR a 4" or 6' x 1' SADDLE MINIMUM O 4" or 6' MAIN LINE MINIMUM O 1 BRASS PIPE O 1' 200 PSI POLY 18' ABOVE GR01 O 1' BRASS CURB STOP Qa��w ROCK CHIPS BRASS CURB STOP 3' FEMALE ADD. 10 LOCATER WIRE 11 Y PVC PLUG 12 MARKER, STEEL 1" POST "MODIFIED" TYPE A RISER SHORT SIDE SERVICE NOT TO SCALE O 3' SDR 21" PVC RISER EXTEND at most 10' from the 3' x 4' x 6" CINDER BLOCK (t V 4' or 6' x 1" SADDLE MINIMUM O 4' or 6" MAIN LINE MINIMUM O 1' POLY PIPE 200 PSI O 1" 200 PSI POLY 18" ABOVE G Q 1' BRASS COMP. COUPLINGS Qa��w 1" BRASS CURB STOP O ROCK CHIPS 10 3" FEMALE ADD. 11 LOCATER WIRE 12 3' PVC PLUG 13 MARKER, STEEL 1' POST it • DIM VAU M.MVPJA LONG SIDE SERVIC NOT TO SCALE FINISH GRADE TRENCH SECTION AS SPECIFIED. j PRESSURE IRRIGATION MAINLINE AS SPECIFIED. TAPE AND BUNDLE CONTROL WIRE AT 10'-0" O.C. INTERVALS I r ALONG MAIN LINE NOTE: -, - 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 WIRE INSTALLATION NOT TO SCALE FOR QUESTIONS CONTACT: TYLER CAMBERS BRECKON LANDESIGN (208)376-5153 EXT 115 LOT P >_ PRESSURE IRRIGATION PIPELINE - SEE PLAN FOR SIZE OF PIPE TYPICAL PIPE LOCATION NOT TO SCALE DOMESTIC WATER METER BOX COVER OBLITERATE WORDS "WATER METER" FORD NO. X43 CAST IRON WITH 12 1/2' LOCKING UDS 1 1/2' BRASS PIPE PVC RISER (TYP.) 20' PVC 1 1/2" CURB STOP BALL VALVE SUCH AS FORD B11-666SW --1 1/2' PVC PIPE MIN. 12" DRAIN ROCK -1 L M',N. 1 CU YD. AT BOTTOM OF VALVE DRAIN ROCK FOR SUPPORT DRAIN VALVE NOT TO SCALE PRESSURIZED IRRIGATION NOTES 1. The pressured irrigation system must be built to the standards of the irrigation district in which it is being constructed. 2. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved by the Idaho Department of Enviromental Quality (DEQ) and the City of Meridian Water Department. 3. Install all crossings of the Public Rights -of -Way, private roadways and travelways with pressure irrigation at a maximum depth of two -and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfilling. 4. 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). 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 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). 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) inches below the surface and eighteen (18) inches above the top of the pipe. 7. Label all irrigation risers and faucets with durable tags carrying the warning DANGER -UNSAFE WATER or NON -POTABLE WATER. 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 roadways and travelways. 9. Install a reduced pressure backflow preventer in any connection between the potable water system and the pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) and the City of Meridian Water Department. 10. The Public Works Department and Engineering Solutions, shall inspect all pressurized irrigation unless a properly executed agreement for inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight (48) hours advance notice is required. 11. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line in order to cross a street, the domestic water service and pressure irrigation mains must be on opposite sides of a lot. 12. Pressure test the irrigation system to one hundred -fifty (150) pounds per square inch (psi) with allowable loss in accordance with the Supplemental Specifications and Drawings to ISPWC. 13. Ail construction materials and installation shall comply with the Nampa Meridian Irrigation District Standard Specifications for Pressurized Irrigation System - latest edition, except as modified here on. 14. All pipe shall be PVC - Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent weld. Pipe four inches and larger shalt have mechanical joints. 15. Minimum depth cover over all pipe shall be 30". 16. Minimum compaction shall be: a. 95% in Rights-of-way. b. 85% everywhere else. 17. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required at all change of direction of pipes over 11 1/4' where shown on this plan. 18. All services shall be placed at the midpoint of rear lot or side lot line unless otherwise shown on this plan. They shall extend past property line into lot as shown on detail. 19. Contractor shall verify the location of all other utilities before installing the irrigation pipe. 20. Contractor to verify location of all landscape lot services with owner prior to installation. 21. Where pipe must be deflected to keep olignment shown on this plan, the contractor shall not exceed pipe manufacturers recommendations. 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. 0 U U) 0 U W o� 0 -J z 0 0 W 0 OILL Z 0 41)0)0)>, -0 L C ncv a� 00 o m LL >o 2 a> U Q N O EC L ci) L N O S 0 W /�� N U C 3 -f:- 0 CL N a O O E n O C C ++ h �U /�� N. V O V 0 `� O w O O C 16- < +, Nis 2 S c 3 Q N 0 N Y. W O E 0 C (tS ^ E t ? -aami L.1� n M N O; C C rr O O 0 O M 0:: O a W o•� ° c-' o y a a a E 2 Orr'' Z 7 o Q O (n U 3 p LL"o O y m O a•o LLID >� �ooaoyo OF" ou,s I� z �- p Q O m •� �0 3 QU b 2 3c 0 0 3 2 O V (n O L i 0 o N CT C o c ' 2 3 p 0 _ _O y U 0 O U 0 '-O .O O 6 OL " 0 y �v) vee 6 0 0 E 0 z C o ,) ~ Lli N rn O N C00 ��o Q 2 44 V) 44 COD p 06 o 0o '� v Qz� U) d rn Cz O W C) C) Cr - 0) N o LIM O -p- a 71Cf)0 LJ Q 0 0 z nr- 0 Cr �7 LJ Q M D J C/) Q C0 L1 L1j 0 - SCALE N.T.S. DWG.DATE 03/14/19 PROD. NO. 190107 SHEET 9 OF 10 PIRR-2 SHEETS/ 190107-PIRR.DWG W VJ V Z >W Z 0 4 W J N z o��}w z v Z z fn¢zC)� Qa��w 0 JO CJ O W �" N W U C C, O Z CD w 3 p UJ CD V Z J O C o ,) ~ Lli N rn O N C00 ��o Q 2 44 V) 44 COD p 06 o 0o '� v Qz� U) d rn Cz O W C) C) Cr - 0) N o LIM O -p- a 71Cf)0 LJ Q 0 0 z nr- 0 Cr �7 LJ Q M D J C/) Q C0 L1 L1j 0 - SCALE N.T.S. DWG.DATE 03/14/19 PROD. NO. 190107 SHEET 9 OF 10 PIRR-2 SHEETS/ 190107-PIRR.DWG - 6 bU 39 ZU 3b bu M 4U Jb / BLOCK 6 26 bu S6 27 ....".":.".� TB ZU ,54 W 54 4U 34 UU 36--6U 25 TB ZU 62 -80 32 \ �:..". �_ .✓ / E SSMH JSM 37 / H STA=37+0 .12 SC = 37+09.12 / V6 SC = 37+65 SL = 54' SI = 2680.6 28 \ SSMH ®/ A8 SC = 38+50 SL = 54' V8 Sl = 2681.0 TB STA=36+45.89 TBSC 3 \ - 45 269 269 267 267 266 + .89 SI = 2681.4 \ 24 T16 S2 N3 E8 N3 E18 S2 SL = 49' W8 SI = 2680.3 TB W6 N3 O N3 \ SC = 39+16.07 E8 9 •LF . 52 LF TB 29 SL = 34' TB 66 LF E18 \ Sl - 2681.7 E28 5 11 g"W N 113' 97' 8y 8g(F \ SSMH JSMC38 2�F o 01`1 DR• 150' 8 N2 p : 30 STA=39+16.07 3 ;n E t o° \ 94• 61 SC = 35+37 \ S2 120' W8 - N3 �zr � SL _ 54' TB � 19' N2 _ _ o� Sl 2680.6 TB N3 V6 H BLOCK 6 SC = 39+73Q0- - _ Q�i T7 31 SL = 42' - - 9 SI = 2682.0 S2 \ SC = 34+57 SL = 54' \ SC = 35+88 N3 d 9 LF SI = 2681.0 \ SEE SHEET S-2 8 i SL = 37. N3 . SI = 2680.3 S2 . • ` S"�lr N4 32 10 \ SC = 35+11 s+ SC = 33+76 SL=53' \ SI = 2680.7 � .00,Q,y�, SI = 2681.8 SSMH JSMC35 N3 1 1 STA=34+32.43 �� A. 33 sr/0r9 S2 - / .✓ SC ` 37' SC 32+85 34+22 N3 �!� - / y /C, SL %� ' 0 C K 5 SI = 2681.3 SL = 53' S2 1 SI = 2682.6 �' �• N3 / 34 /. W8, F /' SC = 33+53 N1SL 37' G �� SI = 2682.0 V SC = 32+72 SL = 37' �s / SI = 2682.7 EX.SSMH #SMC4 14 4 / STA=31 +92.29 EX.SS CLEAN-OUT #1 STA=32+51.95 REMOVE & DISPOSE EXISTING CLEAN -our C�. 12 13 19 bU 39 ZU 3b bu M 4U Jb UU 3/ bU 3/ ZU lb bu S6 4U 6b UU 155 bU 35 ZU ,54 W 54 4U 34 UU 36--6U 33 ZU 62 -80 32 40 32 UU 31 E Cq oci � co 00 CN � _j N N O nj n -� (V co n O Z NW V > v W N N COIF' N - l_.l C N M U N c II t N M (I n U LO 00 N� N co 00 i) a) -� L7 N N� II M ^I" N M tN N� y I I X N X M v 11 ao'xF¢- ONp+ s NN c+gr7 .- 11. N•xt¢- w w(n w �( w(n w 11 U N pp 44 o M c M EXISTING GROUND , LU II ,; � IIN(r� AT SEER NE N0 v~i N In---_ _ _. _ _ _ - _- - - 4 LU W; N2 FlNISHED GROUND = Cn AT SEWER UNE P: �y IIW cn °° " 202.95 LF 8' PVC 0 0.42% 209.46 LF I I 8" PVC 0 0.43 177.98 LF 3 v w v " PVC ® 0.49% 57.661 LF ` cam.•( z 3 w v Z v 8' PVC Q 0.497,± _ I Oi NN Izl II II 00 Cd C6M O 0 W Cn !- N c^n N N It CAOv N N CSN - .a to C) -••.-. •-• N Z Q Z N N co 00 I- 00 CO 00 r- cC'R 2 00 II II z to Cn to C.0 d >< 00 CD ■ - Q Z N II N II II II cc > E. LkWTON DR. S. PIONEER TRAIL WAY 1010 - 0 z 00 aoao00- 00 i9+60 39+20 38+80 38+40 38+00 37+60 37 20 36+80 36+40 36+00 35+60 35+20 34+80 34+40 3400 33+60 33+20 32+80 32+40 32+00 31 +E ?692 ?684 >_676 ?672 i 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE SEWER & WATER KEYNOTE LIST ITEM DESCWTION A8 Adapter, 8", Fig. x MJ E8 Elbow, 8", 11 1/4% MJ E18 Elbow, 87, 22 1/2', MJ E28 Elbow, 8, 4T, W H Fre Hydrant Assembly Complete per Std. (W8) & (W9) S1 Single Metered Service Connection, 11", with 3/4' Meter and 3/4" Meter Setters, per Std.s (W1), (W2) and (W6). S2 Double Metered Service Connection, 1% with 3/4" Meters and 3/4" Meter Setters, per Std.s (W1), (W3) and (W6). T7 Tee,B"x 8'x6",MJxMJXAg. T16 Tee, 8':x 8"x 67, All Ag. O P.C.C. Thrust Block (As required even if not shown) See Water Note 1 on Title Sheet and ISPWC SD -403 V6 Valve, 6' Gate, Fig. x MJ V8 Valve, 8" Gate, Fig. x MJ W6 Water Main, 6" PVC, C-900 W8 Water Main, 8' PVC, C-900 After Agency Has Closed Existing Valve 'A" And "B', The N1 Contractor Shall Remove The Existing Blow -off And Thrust Block To Complete The Interconnection As Shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Adjust Water Line, As Needed, to Maintain Minimum Separation) N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. N4 Deflect Pipe Per Manufacturers Specifications And Recommendations. NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET MANHOLES MD/OR METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IF NOT SHOWN. 3. CONTRACTOR SHALL FlELD-VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR To PAVING OR CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. 4. ALL SEWER SERVICES SHALL BE 4" UNLESS OTHERWISE NOTED. 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% GRADE TO PROPERTY LINE, IN ACCORDANCE WITH THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. 7. CONTRACTOR SHALL RESTORE ALL OFFSITE DAMAGED AREAS TO ORIGINAL OR BETTER CONDITION. N N N T+ a L O vi a oma°' d"N 0 > LL U o o Q a: N N /�� +-' O 4l N _^W •1•J N U c O_ +t+ p� ) Y.L >•� . ' > O` N N O.� D d N Q� O Ea- pCC, bv 25 v V Z N a o L C7T d a p (I' �✓ Ca- 02- < s 3 S c_7 05 c c Q 3 ai p m Coll (� . _ s � � z O >- .= U €>NT L (I � E Q A N N O O Q N C p LL 0"c 3:d'o rn Q mT 02 8 0 .."C.+ d W 'M b C vi .T+b'v o o •ami �U 0� � 2 LL.z �»�a�aNa C YT• V N d V 0 0 in a o 3 b LL .sem.. Tan a a o..ia, W� O� �� 1�- 3 V- - a == o o0 I. z g vo $_ •d 'O_ O N �_ V 0-0 QU���>� H � ZT G C U z = �( HO N� ac c.sJ Aa � �_ •` b 'U m 9 ; •N O Wo�aa :G C O ` ci-- `v -c c v O U C w3 o g N - N oo�N� E N U 5 y v a� ��ouE�� z �S1pNAL �ZSTE$ M. 5T�OSC> } } w d m a N � �vwiw z zo��w w 0 �zNo� Z (n W C) g O ZZZwK w w �Zmm3 =WZo0 O Z K C) y Zama ' �N� oco0000 C'4 W W x WoL2 W ;�co o -a azo 0 -4M ca -W,-- w Z N c C14 Q s �r I-ILLJ - z p 0 cr_ z m w a W Z W 0 Z �W 0 F_ J WM■■II oz z z j p4 V) Q LLLI (.6 U) 0') 0 cn U `Ct IY SCALE 1 "=40' 1'=4' MC7 LL HORIZ VERT } W DWG.DATE 03/14/19 z O PROJ. NO. 190107 0CIL SHEET 6 OF 10 _ a InQw Ir I-- I- S.1 O 0 Q LL z D SHEETS/ 190107 -SS. DWG SSMH JSMC39 STA=39+88.99 in 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE 6-4u Sb bu 69 ZU 69 bU 4U UU 4U--40 4U bU 41 --ZU 41 --bU �; \ UU 42 4U 42 bU 46 ZU 4.5 bU 44 UU 44--A LL 0 �nr- • o l2 CD ' C6 in 40 20 0 40 80 120 SCALE IN FEET HORIZONTAL SCALE 4 2 0 4 8 12 SCALE IN FEET VERTICAL SCALE 6-4u Sb bu 69 ZU 69 bU 4U UU 4U--40 4U bU 41 --ZU 41 --bU 42 UU 42 4U 42 bU 46 ZU 4.5 bU 44 UU 44--A LL 0 �nr- • o l2 CD ' C6 0 Z w Z o_ 8E l,[i H F_ rr LLJ w NN Ii ~ M o Q in r• Z o W �Qwo h�i z o vi 00 r O V) O t� co a? .= H � � O GV + z 0 M CO 1 IX co N c0 C7 1"=40' HORIZ 1"=4' VERT U O + 03/14/19 PROD. NO. 190107 Z a d W O SHEET 7 OF 10 W oO to 00 � QO CD InCIDro rn is rn N -200 c m of Q iti Ir- 11 + N C�ii '- 11 0 0 Q Fs II t j N LL Z 0 � s cl + c i+ FINISHED GROUND x �, U-1 +? N N � g � , N M AT SEWER LINE oo ►'z- N — — — = W ISL _ Il j a (n st N � j a N It cr_ j (n d �N� —` — _----^ -- I EXISTING GROUND U) AT SEWER UNE L_J Ld N2 P 245.25 LF 8" PV ® 0.65% I 167.83 LF UJ 00 68.92 LF 8" PVC ® 0.42% Z 8" PVC ® 42% 3 _ W Y'' r- N N 00 co N ; 3 W N v� LO to N 11 Z � c0 � co U')Y C'0 LO 0) N 00 N � >>Z =O Z a, r, r– co ^ ci 1 N C'V N11 N j Z 1 z C) - 00 Z >3 Z aGo _ >� a c 00 a a � � 00 S. MORES TRAIL WAY 18+40 38+80 39+20 39+60 40+00 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+00 44+q M�SQ` O SL = DU S� SC = 42+01 N3 SI = 2684.1 SL = 40' GoM \ sl = 2683.3 S1 8 4 SEWER & WATER KEYNOTE LIST N3 S2 (TEM DESCRIPTION SC = 44+10.07 A8 Adapter, 8", Ag. x MJ \ 19 W8 SL = 48' < SI = 2684.5 E8 Elbow, 8% 11 1 /4', MJ \ SC = 42+86 `� `� N3 N3 0• � E18 Elbow, 8" , 22 1/7, MJ Ai SL = 40 �P MESP E28 Elbow, 8, 45, MJ 4... QA/ Sl = 2683.8 S2 •'s. N1 ��S� 0• � �5� H Fire Hydrant Assembly Complete per Std. (W8) & (W9) \ 3X so• C EX. S1 Single Metered Service Connection, 1 ", with 3/4" Meter and \ 18 °� 3/4" Meter Setters, per Std.s (W1), (W2) and (W6). Double Metered Service Connection, 1", with 3/4" Meters and \ S2 3/4" Meter Setters, per Std.s (W1), (W3) and (W6). SC = 43+78 •: \ \ SL = 40' Tee, 8"x 8"x 6", MJ x MJ x FIg. SI 2684.3 b \ \ SSMH41 \ \ = BLOCK 6 STA=44+10.07 Tee, 8"x 8"x 6", AII Ag. P.C.C. Thrust Block (As required even if not shown) See Water Note 1 on Title Sheet and ISPWC SD -403 17 \ \ �\ < / V6 Valve, 6" Gate, Flg. x MJ \ \ \ \ \ \ \\ �� V8 Valve, 8" Gate, Fig. x MJ • . � � \ �� s � /- � W6 Water Main, 6" PVC, C-900 W8 Water Main, 8" PVC, C-900 00 After Agency Has Closed Existing Valve "A" And "B", The Contractor Shall Remove The Existing Blow–off And Thrust Block To Complete The Interconnection As Shown. N2 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. (Adjust Water Line, As Needed, to Maintain Minimum Separation) N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. N4 Deflect Pipe Per Manufacturers Specifications And Recommendations. NOTES 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DIG LINE TELEPHONE NUMBER IS 1-800-342-1585. 2. RETAIN AND PROTECT EXISTING FIRE HYDRANTS, SEWER AND WATER SERVICES AND MANHOLES. RESET MANHOLES AND/OR METERS TO NEW FINISHED SIDEWALK OR NEW FINISHED STREET ELEVATIONS, EVEN IFNOTSHOWN. 3. CONTRACTOR SHALL FIELD–VERIFY THAT ALL SERVICES ARE EXISTING AS SHOWN, PRIOR TO PAVING OR CONCRETE CONSTRUCTION BEGINS. CONTRACTOR SHALL INSTALL ANY MISSING SERVICES AS NEEDED. 4. ALL SEWER SERVICES SHALL BE 4" UNLESS OTHERWISE NOTED. 5. ALL SEWER SERVICES SHALL HAVE A MINIMUM OF 2% GRADE TO PROPERTY UNE, IN ACCORDANCE WITH THE CURRENT CITY OF MERIDIAN STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 6. ALL WATER MAINS SHALL HAVE 4 FEET OF COVER. 7. CONTRACTOR SHALL RESTORE ALL OFFSITE DAMAGED AREAS TO ORIGINAL OR BETTER CONDITION. 0 ?696 ?692 me N (n y T+ -0 L a E > iv 0 O y c v a o o CD a, V Q 0. a:: �}•� v o .A Cl) V C O .ate-• N L1 — O L) O C y �U VN -L+ y 0 O O W 0'O w U O c d._ Q -O O }+ y vN Cr .Q 'CL 'O O y y O E E m a M Q� 0 ami a O0 tea; N �y 7 � � y .L-.• d � N LL ` p y o 00 U_ F- C) •T+ O 'D O i •N F- U n o y > DU p�y` O V O / 0L.– o� ^o w' r) y� U) 1L^r4 Z LL d d O y V 0 O d y p � � V V C O U y0 a o��o�oa U 3 •.L' y C o \ N .f] � p � •V T C � ,p O Qy 3 •L-• c N O 3 y N 0-.w C �J U y rTl O L C 0 O E- C.2 O C y U p �o d p V N ;v y W O N 1pI3AL 0 E 0 z ?684 a� l 4 I'D �w SIT goSG moQ=� ?680 zw��z LS o J w o V - ?676 z o � z w w Z � Z Z Z z w w in Q ww�� K Y w o z m m 3 X672 ca CD CUJ (0�co ?668 ft 00 oc o 0 w x LLA V) 2� Z C, 0 �•. V azo C� C� C) (10 LLJ 00 z N LIQ rn C) J cc LL 0 �nr- • o l2 z C6 0 Z w Z o_ 8E H F_ rr LLJ w ~ M o Q Z o W �Qwo h�i z o vi V) Q H � � W W z 0 CO 1 IX co LL SCALE 1"=40' HORIZ 1"=4' VERT W DWG.DATE 03/14/19 PROD. NO. 190107 Z 0 SHEET 7 OF 10 W m of Q iti Ir- S-2 0 0 Q LL Z 0 SHEETS/ 1 90107–SS.DWG 40 20 0 40 80 120 SCALE IN FEET SEEPAGE BED #4P-1 DATA / '':....:....'::: STA. 23+84.65 15.5' RT INLET CATCH BASIN, TYPE N, (FOR ROLLED CURB) ACHD .......::::: SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP -' GRATE = 2684.91 Z/// 12" INV. OUT = 2682.30 30.17 LF OF 12" AWWA C-900 PVC ® S=-0.66% TO DI #4P-2 Q(2)} 0.46 cfs V()= 842 cf Q(25)= 1.22 cfs V(25)= 2236 cf BLOCK 6 27 26 Q(100)= 1.96 cfs V(100)= 3110 cf 25 � /' ♦ _�_.:.;..a' 16.69 LF 12" PVC / / i f':::•:::: � 0 0.60% DI #4P-2 STA. 23+84.65, 15.5 LT -- " FOR ROLLED CURB ACHD MW 27.96 LF 12 PVC MH 4P-3 MH 28 INLET CATCH BASIN, TYPE N, ( ) !_.:::::. / N= 688155.6 0 0.00% STA=24+32.97 STA=24+08.70 SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP i f E= 2463058.8 RIM= 2685.36 �::::.: ✓ " RIM= 2685.49 GRATE = 2684.91 i 129.00 LF 15 PVC" i 1 24. (PERFORATED) 0.00% 16.51 LF 12 PVC 12 INV. IN = 2682.10 ®0.61 38.29 LF 15" PVC 12 INV. OUT = 2682.00 DI #4P-1 2.25 LF OF 12" PVC @ S=-4.447. TO MH #4P-1 STA= 23+84.65 - / MH #4P-5 In <DGRATE= 2684.91 �._ STA=27+10.94 ON pRiVE N 15" INV= 2683.75 TBC= 2685.18 25-88fV25- 1615 cf Q(2}= 0.33 cfs V(2}= 60$ cf MW #4P-1 - 0.cfs RIM= 2686.91 E• N= 688189.5 )( ) 18" INV= 2682.80 E= 2463190.0 Q(100)= 1.42 cfs V(100)= 2246 cf ' 5.95 LF 15" PVC N 30.17 LF 12" Am 30 ® 3.36% N °° C-900 PVC ®0.66% 105° �° `' MH #4P-1 . ; 75• 5x DI #4P-2 STA. 23+84.65, 20.5' LT „ X35' 9 " 95 95' STA= 23+84.65 48"0 STORM DRAIN MANHOLE SHALLOW MANHOLE TYPE 1 RAISED / 30.17 LF 12 AWWA - C-900 PVC 0.66% 2� o " - " GRATE 2684.91 _ - g pE= 8, INVERT & PRECAST BASE SHEET DT -1), WITH 2 SUMP FlNISHED / 2.25 LF 12 PVC / TBC- 2685.18 RIM = 2685.241 (MATCH SIDEWALK) ) 23 MW #4P-4 / "QILA�P -� / ,� 4.44% 12" INV. IN= 2681.90 N= 688132.5 S O/ E= 2462845.1 90. 1 5' 73.00 LF 12 PVC / 65 �cQ / 0h (PERFORATED) 0 0.00% MH 1413-1112" INV. OUT= 2681.80 / �i // � /���' � s, DI #4P-3 d, / STA=23+84.65 ° A 16.51 LF 12" PVC 0 S=-0.61% TO MH #4P-2 STA= 27+24:65 O<� / <0 ,�o, RIM= 2685.24 GRATE= 268663 129.00 LF 18" PVC TBC= 2686.90 ` (TOP -HALF PERFORATED) 33.25 LF 18" PVC MN 4P-2 0.00% 12 INV= 2682.00 �, 0 0.00% it STA. 24+08.70 20.5' LT DI #4P-4 42.53 LF 18" PVC 8 MW #4P-2 10 N= 688098.7 l 48"� STORM DRAIN MANHOLE //SHALLOW MANHOLE TYPE I, RAISED STA= 27+24.65 ® 0.00% E= 2463062.2 73.00 LF 18" PVC o°� INVERT & PRECAST BASE, SHEET DT -1), WITH 2' SUMP GRATE= 2686.63 ti�x� MH #4P-4 " S (TOP -HALF PERFORATED) ti�x RIM = 2685.36± (MATCH SIDEWALK) TBC= 2686.90 °°� STA=27+24.65 18 INV= 2680.95 ® 0.00%12 " � INV. IN= 2681.70 RIM= 2686.99 4.25 LF 15" PVC �o� °0 18" INV. OUT= 2680.95 ®2.35% mss' �� ��� 33.25 LF 18" PVC S=-0.00% TO SB #4P-1 22 \ �11 �� 18" INV. 0 SB# 4P-1= 2680.95 12" INV. OUT= 2682.20 9"� 0 7 16.69 LF 12" PVC S=-0.60% (OVERFLOW) TO MH #4P-3 6 9 2�x MH #4P-3 STA. 24+32.97, 20.5' LT 12 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, RAISED BLOCK 5 INVERT & PRECAST BASE, SHEET DT -1), WITH 2' SUMP RIM = 2685.49± (MATCH SIDEWALK) 12" INV. IN= 2682.10 12" INV. OUT= 2682.00 27.96 LF 12" PVC S=-0.00% TO SB #4P-1 12" INV. 0 SB# 4P-1= 2682.00 SEEPAGE BED #4P-1 41' W x 79' L x 3.5' D TOP OF ROCK = 2683.50 BTM OF ROCK = 2680.00 73 LF 18" PVC (TOP -HALF PERFORATED) 0 0.00% 73 LF 12" PVC (PERFORATED) 0 0.00% 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. 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. ACRD 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. MONITORING WELLS CONTROL POINTS NORTHING EASTING NE CORNER SECTION 32 691,136.8 2,464,902.3 E j CORNER SECTION 32 688,459.2 2,464,891.9 MW= MONITORING WELL PER ACHD SUPPLEMENT TO THE ISPWC SD -627. PERCOLATION RATE = 3"/hr HIGH GROUND WATER BELOW = 2675.9± SEE SEEPAGE BED DETAILS ON SHEET DT -1 SEEPAGE BED #4P-2 DATA DI #4P-3 STA. 27+24.65, 15.5' RT INLET CATCH BASIN, TYPE N, (FOR ROLLED CURB) ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE = 2686.63 12" INV. OUT = 2684.10 30.17 LF OF 12" AWWA C-900 PVC 0 S=-0.66% TO DI #4P-4 Q(2)= 0.65 cfs V(2)= 1123 cf Q(25)= 1.72 cfs V(25)= 2981 cf Q(100)= 2.62 cfs V(100)= 4147 cf DI #4P-4 STA. 27+24.65, 15.5' LT INLET CATCH BASIN, TYPE N, (FOR ROLLED CURB) ACHD SUPPLEMENT TO ISPWC SD -604A, WITH 1' SUMP GRATE = 2686.63 12" INV. IN = 2683.90 15" INV. OUT = 2683.65 4.25 LF OF 15" PVC 0 S=-2.35% TO MH #4P-4 Q(2)= 0.27 cfs V(2)= 515 cf Q(25)= 0.73 cfs V(25)= 1366 cf Q(100)= 1.20 cfs V(100)= 1901 cf MH #4P-4 STA. 27+24.65, 22.5' LT 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, RAISED INVERT & PRECAST BASE, SHEET DT -1), WITH 2' SUMP RIM = 2686.99± (MATCH SIDEWALK) 15" INV. IN= 2683.55 18" INV. OUT= 2682.80 42.53 LF 18" PVC S=-0.00% TO SB #4P-2 18" INV. 0 SB# 4P-2= 2682.80 15" INV. OUT= 2684.05 5.95 LF 15" PVC S=-3.36% (OVERFLOW) TO MH #4P-5 MH #4P-5 STA. 27+10.94, 21.65' LT 48"0 STORM DRAIN MANHOLE (SHALLOW MANHOLE TYPE I, RAISED INVERT & PRECAST BASE, SHEET DT -1), WITH 2' SUMP RIM = 2686.91± (MATCH SIDEWALK) 15" INV. IN= 2683.85 15" INV. OUT= 2683.75 38.29 LF 15" PVC S=-0.00% TO SB #4P-2 15" INV. 0 SB# 4P-2= 2683.75 SEEPAGE BED #4P-2 18' W x 135' L x 5.7' D TOP OF ROCK = 2685.7 BTM OF ROCK = 2680.0 129 LF 18" PVC (TOP -HALF PERFORATED) 0 0.00% 129 LF 15" PVC (PERFORATED) 0 0.00% PERCOLATION RATE = 2"/hr HIGH GROUND WATER BELOW = 2675.9± SEE SEEPAGE BED DETAILS ON SHEET DT -1 C i. acv Ems? O Qa�N _ � o � a'rn LL �Q v a=aa N E C :' ..L� N W •i�� Ei v O aN Q O ( in O O .� W O E c 'v c� U UO V �oC) N ��'' N C V/ _ O-'- E 21 10 N y 4 (1) -Z)c c 3 N U c_ =aE z w E n � E LL a in m o -0 mct�So aW m a' ` Yl -NOS Z O O U oa O E y c - N o a c N d o U cOi o b O L N O a O W D �- N >� �o�Qoo 0� �-, o -sN O LL U)N C C ❑ ZS? a .a 7. ^ Il 0 0 0 v v c � QU S CL O 3 .N-. O U V] { ` F / E v c o. E cg==3= AQ O 3 '� O y d a O U O h a3i N NN } f N •N 'O 0.p' O N O z �S1pNAL SNC 3 14 OF 61�0� �- o���J oow� �ZOJ omg?o o��mw Z D J W ZNzz <Zo� zQorz r J ~ Q W Z J � 0 O Z N O I- J�Z z ��r�Z 0 3�W�K � pzmm� � =wzoir ca Nol co :Dd ��00 o W x W st �LZ _ _r U)2o 0 00 o Qz ao O In �0� �Q:fC) w mt z W o n Z 0 0F�m z !� L,..i ozQf Boz Q z cNi W 0 M�■1 0 F-Aw IZ o N F-- z 0) 0 M 0 SCALE 1'=40' } 0 DWG. DATE 03/14/19 PROD. NO. 190107 Z O SHEET 5 OF 10 a Or Q LlJ SD -1 00Q ILL zo /SHEETS/190107-SD.DWG � CLLY-LWRJL \ - -6'PiRR -r _ ....................... -•- ....2.5.88_ .. ...........25 87-..... ........... Pl A/R ALI...-F11 CN 2686'........ ......... ..- ...... _- • i •f _rte •��_ . . . . �_ � ........ -- .. ......... _ _ _ \ ................... . ..... \ -� -� - -_ - - - _-• - -__ .- � •__ ................. -"- - - - - - - - - -_ - - - - -- - -_ - - - -.. �- _- - -_ _- ......................... ... ::• 1 EP '_► a _ .. . -_ Ef�•• - �_- ....-...... - - s- -- -- - y ................. ............ _- - - - - _ ........... - .................................................................. ......................... '............................................................. .. - - - ............... ............. ..........2684........ • 26 85• ................... ........... ..........,..�.:-.�................ 586.............................................. C /rf .. ........... / / i<%i.�Y1J.f!j /� : ./-/ /.-:.�-":'�EQom•••. '.�•.- •" ... ". ",'•- '.... ............_ %.... ..�_..�.^. _�.:�.-..-.::': i'f.:.. ...'..'.�..%.' 'i ::`i .r............... ....: „- ............ ... .......... ....... -.....'.... ...: .-'. '.': .':.: _ .. I. .. .................................2587 ..-- ............................. ........... ...d.!.....!T��............._ .......... ......................................... .... ............................. -...-. -........_....... P?: _ Y oo -_ _ R BLOCK 6 27 \ II I I /:� 26 I I 25Z. Nl II II I .........- _ 25+16.65 2685.$5 \25+01.34 I I I ( I 24 25+80.90 24+38.17 ' 6�6 26+34.20 2686.17 2685.45 `�O• j I I I I I 2686.44 05 23+84.65 ,..... 2685.18 29 26+54.22 I b ..LOW POINT ..... 2685 2686.54 RIVE N.. •. ,. SON D 23+72 03 \ E• �`� ............ 2685.24 S• o L2 Cli C2s . C4 -- 30 \ o0 - 25+16.65 ::.'. �° o� 23+52.03 �\ 2685.85 .._ 2685.34 \ T6g6 27+07.51 ............ DS _ - - 9 2686.81 2686.44 BLOCK 6 23 27+24.65 2686.90 / / / \ 31 / / 2685.21 `' o 22+67.03 ......... .. / / 23+91.57_,° . 27+24.65 / 23+84.65 0 2685.74 2686.90 / 2685.18 �� ATO 27+56.8fi / tiF 22+40.08 a�w / LOW POINT � 2687.06 27+35.48 'A 2685.87 L2 2686.95 \�Qy/ GRD BRK 2 �\ 97+85.94 8 1 n ' \� LP: 2687.21 ti 22+40.08 ° ` '•. ° . \ 26863$ GRD BRK . 2685.87 GRD BRK 00 \ 1 X \ ` �-.-•.. oda � 11 `` � _ o . 22 28+24.30 6 ,y''i CI,4 • 268.. ti 2687.44 28+65.90 21+$7.72 , O� �Q • /, \ \ 2687.697 Q 2686.35 0� 21+57.64 2687174 33 .. . 2686.63 o \ 28+65.90 00 12 20+25 2687.69 .............................. h5� oo DS 2687.85 �.. �` GRD BRK e 29+56.42 BLOCK 5 \ 2687 ............................... ' 20+00± ....... 4 ..4 •..- 2688.24 '28+99.93 L2 2687.90-.. ............................ MATCH EXISTN / -�• -- 26$8171 VG : / y�P 17 G 190• '-.•.•_, ._•.. � vJ 6 \ 21 6 �f ........... 20+79.29 � / P • .... 2 R . � ` lel .r', ''•. \ \ �-�•-. `2S• ... �_�ti'-".............:._................ �o�>z� or 2687.35 19 - -- . 9c, ... s;It 4/.... 2688 31+95.20± 2689.68± 30+89.65 Q\�� .... ����� .\�... `' .. \ EXISTING °j� X69 2689.04 MATCH � L2 134 l d \......................18 C2 .... 6 a ................ DS B4 -. 31+95.20±'•-••. /y 26 \ \\ 2689.68± BLOCK 6 MATCH EXISTING(134 IAn 40 20 0 40 80 120 SCALE IN FEET STREET KEYNOTE ITEM LIST IB4 REMOVE AND SAVE EXISTING BARRICADE COORDINATE REMOVAL WITH JAMISON NAKAYA (208-810-0720) C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD -702. C4 CONSTRUCT CURB TRANSITION, VERTICAL CURB TO ROLLED CURB. SEE SHEET DT -1 FOR DETAILDS CONSTRUCT 5' DETACHED SIDEWALK PER ACRD SUPPLEMENT TO MC SD -709. SEE SHEET DT -1 FOR DETAIL. OINSTALL CITY OF MERIDIAN TYPE II STREET LIGHT. SEE SHEET LGT-1 FOR STREET LIGHT PLAN. MS CONSTRUCT 5' MEANDERING SIDEWALK AROUND EXISTING UTILITIES AND LANDSCAPING AS NEEDED PER ACHD SUPPLEMENT TO ISPWC SD -709. N1 ADJUST END OF MEANDERING SIDEWALK AS NEEDED TO MATCH LANDSCAPE PLAN BY OTHERS. COORDINATE ALL WORK WITH JAMISON NAKAYA (PHONE: 208-810-0720) STRUCTURAL FILL NOTE: 1. IN BUILDABLE LOTS THAT REQUIRE FILL OVER 1 -FOOT DEEP THE CONTRACTOR SHAW. STRIP EXISTING GROUND AND BACKFILL WITH STRUCTURAL. FILL TO 95% MODIFIED PROCTOR IN 1 -FOOT MAXIMUM LIFTS. COMPACTION TESTING AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. STREET NOTES: 1. 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 01 MIX, PG 64-28 FAZE INCHES (51 THICK, AS A MINIMUM WITH 4" OF )(4' BASE AND 25' OF 6' MINUS PIT RUN. MINOR ARTERIA. ROADWAYS SHALL BE SP -3, 0.50 INCH Qjj 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 Qjj MIX, PG 64-28 THREE INCHES (31 THICK, AS A MINIMUM WITH 4' OF %- BASE AND 20' OF 6' MINUS PIT RUN. LOCAL RESIDENTIAL ROADWAYS SHALL BE SP -3, 0.50 10 Q) MDT, PG 58-28 TWO AND A HALF INCHES (2.51 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 UTILILITY COMPANIES INCLUDING BUT NOT LIMITED TO IDAHO POWER CO., INTERMOUNTAIN GAS CO., CABLE ONE AND CENTURY LINK TELEPHONE. 3. THE UNDERGROUND U11UTIES 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 2.0%; 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 SO -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 do ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW.' PEDESTRIAN RAMPS MUST MEET THE LATEST ADA AND ICC/ANSI A-117.1 REQUIREMENTS. USE 4' WIDE RAMPS FOR SIDEWALICS IN SUBDIVISION AND 10' WIDE RAMPS FOR PEDESTRIAN PATHWAY ALONG I- 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 MATERIA. MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 8. ADJUST ALL OWNG WATER VALVES IN WIDENING AREA AS NEEDED AND POUR CONCRETE COLLARS AROUND WATER VALVES AS NEEDED. 9. CONTRACTOR SHALL REPAIR AND/OR RELOCATE ALL DAMAGED LANDSCAPING, SPRINKLERS, ETC., TO ORIGINAL CONDITION OR BETTER. COORDINATE REPAIRS AND RELOCATIONS WITH JAMISON NAKAYA (208-810-0720). 10. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 11. ALL TREES MUST BE OFFSET A MINIMUM OF 10 -FEET FROM ALL STORM DRAIN FACILITIES. O U z O r- U O O LL 1 W z0 ool� m Q w 00< Lal z 0 CONAL t F G N O CN E 0 z N N N + 'O L C p V N L c a a1 00 0 � a1 v` o 0 0, LL .�..a n -Z > Q 2 ) U -- 4/ p E c -o T Y N c W �+ O ` O fA N O (DO 0 0 U E00 cc c c... 4i 0 �5CL C (1 a'f+ N Z N O F- i... c c c1 n 01N V n01U N L Z O y ` rt+ //1 {�/J _N c c, o 3 au') N V 0-6, c �. C O 61 • W aL.+ /C O •,Np`C L A E O N N 0 - p N O c LL _ a) c v v N -. C O L q t T M Q' U O n W •v c 4i�vvv Co 'y ` U O•YO Nv 4i M Ii Z a i U 00 (n 0 3 W h N c cc c O 0 E y E- F- v N v o c N a t z ` O _ a _ a 3 o - ` y ` O L U) U y O O ■_ w D U Z CL O 'Ov O •E ^ a 0-0 iti 3 '_• � ..cr O 3.•N.. O• -N ccv 2 E y .Tr •� 0 v N 'U C V y C 0 C o c E Eo� J 'o A H •N 91 "pw y 3� O V � E O "' c N •v v •j •.d 401 -_ \ - a1 a1 a o+s CONAL t F G N O CN E 0 z � y �C O W W :ZI Ca ft-ftat � V1 Z • zm w Z O Z j■�j F_ C M Q woo AC) w Ld 00 E' N 14) Co F- 00 N w X �0 t (n p o 00 0�o Q Z 001 (n Q M 00 w Z N G> N O O 0- z z LTJ rr C!7 SCALE 1 "=40' HORIZ DWG.DATE 03/14/19 PROJ. NO. 190107 SHEET 3 OF 10 ST -1 190107-ST.DWG > > w aZ�~ zw��Z 2 O ~ J w Q O la - O O Z N O F- � Z O N z O v O z z z a w > z m m 3 L�..1 a � y �C O W W :ZI Ca ft-ftat � V1 Z • zm w Z O Z j■�j F_ C M Q woo AC) w Ld 00 E' N 14) Co F- 00 N w X �0 t (n p o 00 0�o Q Z 001 (n Q M 00 w Z N G> N O O 0- z z LTJ rr C!7 SCALE 1 "=40' HORIZ DWG.DATE 03/14/19 PROJ. NO. 190107 SHEET 3 OF 10 ST -1 190107-ST.DWG 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 Ada County Highway District (ACRD) and/or the requirements of the Idaho Transportation Department T po n part nt (I D). 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 shall obtain on 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 the constructed pipe line and any other utilities encountered. The Contractor shall provide these locations to the Design Engineer for use in the production of record drawings. 20. 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, road way construction and concrete work. Any work to be done outside of the 300' extended boundary of the project will require a separate permit through ACHD Construction Services Division. The Contractor will schedule on inspection, requested through ACHD Construction Services, 208-387-6284, a minimum of 24 hrs. prior to construction starting. 21. All construction shall adhere to the Allwest Testing & Engineering Report dated November 29, 2017. ROADWAY 1. All Contractors working within the public road right-of-way are required to secure a right-of-way construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe zone. 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot improvements outside the public (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 grades. 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public Works will inspect storm drainage improvements serving private roads, parking lots and other paving improvements outside the public 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. STANDARD ABBREVIATIONS 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 WATER 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 ry sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 3. The horizontal separation of non -potable services and potable water services or potable water mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and non -potable water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). 4. Place water service lines in a two (2) inch diameter pipe wherever the service line crosses a storm water treatment facility (i.e. seepage beds, drainage swales). 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 all AWWA and standard requirements of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08). 7. All water pipe and fittings shall comply with applicable portions of Division 400 of the Supplemental Specifications and Drawings to the ISPWC. Water mains sholl 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 marking all existing service connections per Standard Drawing SW3. 13. After installation of the water mains, the trenches shall be compacted to 95 percent of maximum density to prevent further settlement. 14. The Contractor shall field -verify all valve box lid elevations to assure the lid elevations match final street grade, & that all meter lid elevations match an extension of the sidewalk grade as shown on Standard Drawing W5. Contractor shall inspect all valve risers for foreign debris and to ensure that the locking lids are free of concrete from the collar pouring operation. 15. Flanged or mechanical -joint valves shall be located in the street, and fire hydrants are to be centered between back of sidewalk and the right-of-way as shown on Standard Drawing W7. All gate valves shall be set as close (flange connected) as possible to main line fittings. 16. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Engineer. 17. The Contractor may pressure test all water lines before disinfection and flushing, for His own benefit prior to installation on of other utilities to ensure the integrity of the installed line. After all utilities are installed and prior to paving, the Contractor shall perform a final pressure test and finder wire continuity test with Meridian Public Warks Department personnel in attendance. The Contractor shall fuW'sh all personnel and equipment necessary ry 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 & Dr win s to the ISPWC and Std. Dw9. SW3. Theservice 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. 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 PLAN 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 -r - Direction of Surface Flow SEWER 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 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. 2. The horizontal separation of potable water mains and non-potoble water mains (sanitary sewer, storm drain, and irrigation) shoes 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 CCN inspections shall be completed by third party testing firm. 8. Approval and acceptance of all sewer construction will be by the Public Works Department and their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of performing the work in an acceptable manner in accordance with the approved construction plans and Standard Specifications and Drawings. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, unless otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the Supplemental Specifications and Drawings to the ISPWC. 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the field. Mark and construct service lines in accordance with Section 504 per City of Meridian Supplemental Specifications & Drawings to the ISPWC WC and Std. Dwg. SW3. The service marker shall be in place for the final inspection. Service lines shall extend ten (10) feet beyond the right-of-way where there is attached sidewalk and ten (10) feet beyond the sidewalk where there is detached sidewalk. Sewer service lines may be a maximum five (5) feet deep at the property line unless otherwise approved by City Engineer. 11. The Public Works Department will inspect all public sewer construction whether within public right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) hours prior to start of construction, and again twenty-four (24) hours prior to pouring concrete collars. 12. Maintain groundwater levels one foot (1') or more below the pipe invert, per ISPWC, during the pipe laying and pipe joining operations and while making sewer taps. Clean and restore to their original state any ditches and storm drain facilities that are silted due to the Contractor's dewatering efforts. Bedding and pipe zone material shall be three-quarter (3/4) inch rock chips unless otherwise approved. 13. The Ada County Highway District will inspect the trench above the pipe zone in accordance with current ACHD standards. 14. Install sewer service lines prior to street improvements. 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. 17. All manholes shall 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 have been installed and prior to installation of the street surfacing. The Contractor shall schedule with City of Meridian Public Works Department a minimum of 24 hours prior to the retest. 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Engineer. 22. The Contractor shall be responsible for locating and marking all existing service connections in accordance with Standard Drawing SW3. 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the ISPWC Book MUST be on-site at all times. A stop order can be issued if the book is not on-site. SEWER LEGEND 11+00 -f --►8"S- Sewer Line & Station -►-8'S-O-- Sewer Manhole & Pipe Angle 180• S.C. Service Connection S.L. Service Length S.I. Service Invert - -►8"S- -��,�- Exist. Sewer Line & Manhole WATER LEGEND W Construct Water Line ' Install Double Water Service SHEET INDEX Install Single Water Service OF install Fire Hydrant ►'- Install Conc. Thrust Block - -12w- - Existing Water Line - - - -0==/ Existing Double Water Service ---10-- Existing Single Water Service 0(_ Existing Fre Hydrant / w KY ME - - FUTURE ON 1 § I T-fFy� Eli`-- // 4- Ni 8D � l Sr�ep IS,L4N S \ \\ 9\\�� - - - - - l N \ TBU,1203 E. TACONIC DR. E. 1 rL TAC BLO K 6 27 CO 26 25 28 S 24 // �'�oo�F l /� D��GO� E 1A`�ON DR• 30 23 9 1 / �• S' 3 8 10 3 22 7 11 / / \ / BLO 5 12 !� s � 24/ / \od 4 21 411- 6 13 BLOCK % FS 5 \ 23 v �/ 5 14 \ B L K 6 �r 4 / \ / -/\\ / 6/ 18 BLO K 5 \ / $ OAfA44NS 17 21UB /,N 0 \/ / eL.4CKROCj( 20 S013\6 � / 24 \ \ / \ 9� \ 10 / 15 \ �, - CS10ty / \ / 9 \ -A r BLOCK 3 / \ ' 1 _ / I / 18 ' BLOCK 6 I I 9 n l 12 ( 1.� I so -J ----/ / -I- �_ I E. STONEHAVEN ST. 24 16 __1 F 3 1 I \ \ 1 15 I 14 13 I 12 \ >1 I SITE PLAN 1 " = 200' VICINITY MAP 1 " = 1200' LOCATED IN THE SE 1/4 OF SECTION 32, T.3N., RAE., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO TBM 1204 IS MMO MESA I MESA I UQDNV slcN 2 I 0 I Sia �/ON/ l E. LAWTON DR. , I I I \c B2 K 6 // �l_TL-TLTj 33 % \ E. RENWICK CT. - i � ` T T I --i -r T -_- I 1 1 1 1 1 1 -TIS SONS' Np 1 1 1 _ J Q I I I UiE1DMS16N 1 I I J � E. MURCH15ON ST. -_� Pic z I I I I I 1 I FUTURE L HORIZONTAL DATUM USED US GOVERNMENT HORIZONTAL NAD83 ADJUSTED TO THE ADA COUNTY H.A.R.N. SURVEY 0 BENCH MARKS NAVD88 NAD83 A CO. HARD VERTICAL DATUM HORIZONTAL DATUM T M 03 ELEVATION = 2686.52 N = 688,411.4 CHISELED X iN TOP E = 2,451,358.4 BACK OF CURB 8A( ELEVATION = 2686.99 N = 688,382.5 PK & WASHER E = 2,463,848.1 DEVELOPER SKY MESA EAST, LLC 729 S. Bridgeway Place EAGLE, IDAHO 83616 Contact: Jamison Nakaya Mobile (208) 810-0720 E -Mail: JNakaya@BoiseHunterHomes.com ENGINEER ENGINEERING SOLUTIONS, LLP Kathleen M. Stroschein, P.E, 1029 N. ROSARiO ST., Ste. 100 MERIDIAN, IDAHO 83713 Phone (208) 938-0980 E -Mail: Kathys®engsol.org a mo¢=� 0N V, a+ V 2 2 O W M H SHEET INDEX 1 OF 10 T-1 = TITLE SHEET, VICINITY MAP & NOTES 2 OF 10 LGT-1 = STREET LIGHT PLAN 3 OF 10 ST --1 = STREET PLAN 4 OF 10 ST -2 = STREET PROFILES 5 OF 10 SD -1 = STORM DRAIN PLAN 6 OF 10 S-1 = SEWER & WATER PLAN AND PROFILE o o U ao � S. PIONEER TRAIL WAY/ E. LAWi'ON DR. 7 OF 10 S-2 = SEWER & WATER PLAN AND PROFILE S. MORES TRAIL WAY 8 OF 10 PIRR-1 = PRESSURE IRRIGATION PLAN 9 OF 10 PIRR-2 = PRESSURE IRRIGATION DETAILS & NOTES 10 OF 10 DT -1 = STREET & STORM DRAIN SEEPAGE BED DETAILS vJ c c o Q 42>i 48-0 SHALLOW MANHOLE, TYPE I DETAIL TBM 1204 IS MMO MESA I MESA I UQDNV slcN 2 I 0 I Sia �/ON/ l E. LAWTON DR. , I I I \c B2 K 6 // �l_TL-TLTj 33 % \ E. RENWICK CT. - i � ` T T I --i -r T -_- I 1 1 1 1 1 1 -TIS SONS' Np 1 1 1 _ J Q I I I UiE1DMS16N 1 I I J � E. MURCH15ON ST. -_� Pic z I I I I I 1 I FUTURE L HORIZONTAL DATUM USED US GOVERNMENT HORIZONTAL NAD83 ADJUSTED TO THE ADA COUNTY H.A.R.N. SURVEY 0 BENCH MARKS NAVD88 NAD83 A CO. HARD VERTICAL DATUM HORIZONTAL DATUM T M 03 ELEVATION = 2686.52 N = 688,411.4 CHISELED X iN TOP E = 2,451,358.4 BACK OF CURB 8A( ELEVATION = 2686.99 N = 688,382.5 PK & WASHER E = 2,463,848.1 DEVELOPER SKY MESA EAST, LLC 729 S. Bridgeway Place EAGLE, IDAHO 83616 Contact: Jamison Nakaya Mobile (208) 810-0720 E -Mail: JNakaya@BoiseHunterHomes.com ENGINEER ENGINEERING SOLUTIONS, LLP Kathleen M. Stroschein, P.E, 1029 N. 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