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O `V /1 p 2 >' O 25' 25' it O 25' 25' 0.. € >N� . co N O O N = p T N O 3.4) �'a >¢ O n L.1 CO 3.5' 5' SW 16.5' 16.5' 5' SW 3.5' VARIES 5' SW VARIES VARIES 5' SW VARIES 20 S 1' LANDING 14.5' 14.5' 2' 1' LANDING 0 3 " 2 1' LANDING ' Z 2 o 2 VARIES VARIES 2 1 LANDING _ OO v_ aL N _ N _ a> j c 1.5% C B A A B C 1.5% C B A A B C DUL�o �ao -2.0% 2.0% -2.0% -2.0% H O - O L Gl �/ �� /� O � to O O ° ° ° °°° ° °�i ° ° ° ° ° ° ° °°i ° ° ° ° °i ° ° °°i°i`°i ° °`° ° ° ° °i`° ° °°i°i°i ° ° °° ° ° ° °i`°i`°i°i°i°i°i°`°i`°i`°i`°i°i`°`°`°�°i`°i✓°`°`°i`f`°i�° °`°`°i`°i°i`°i`y`°i °� � �°� °� � �°��°�i �i°�°� �i ° ° ° ° °�°�. U) = o o N o s a > E F F E D ,L a �aON F p F F D E F ' F E D _= N 0 0 0 o Q (� �'- o 4 ® 2.5 ASPHALTIC PAVEMENT OD 4 OF 3/4 MINUS CRUSHED GRAVEL O 3 N AO 2.5" ASPHALTIC PAVEMENT DO " OF 3/4" MINUS CRUSHED GRAVEL � � 3 y T o © CURB3' ROLLED AND GUTTER SEE ACHD QE 14" PIT RUN GRAVEL O 3" ROLLED CURB AND GUTTER - SEE ACHD �E 14" PIT RUN GRAVEL f o SUPPLEMENT ISPWC SD2 =" B SUPPLEMENT TO ISPWC F SD 702 z o t 9 O N O COMPACTED STABLE SUBGRADE QF COMPACTED STABLE SUBGRADE = N 'X O c E o c 5" CONCRETE SIDEWALK - SEE ACHD 5" CONCRETE SIDEWALK - SEE ACHD a= 3 SUPPLEMENT TO ISPWC SD-709 SUPPLEMENT TO ISPWC SD-709 u �•V N O N 3 O N UJ N•> N N y � C STREET SECTION - 59 RIGHT-OF-WAY U STREET SECTION - 50' RIGHT-OF-WAY �~ ` W �.N � O 3' ROLLED CURB - ATTACHED SIDEWALK 3' ROLLED CURB - ATTACHED SIDEWALK U ` N -- N C N STA 22+20.23t - STA 22+95.00 TRANSITION TO END OF N. WATERSONG WAY STA 24+39.71 - STA 31+80.20 STA 31+80.20 - STA 32+36.83t NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP-3 0.5 INCH ( "} MIX, PG 58-28. NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP-3 0.5 INCH ( ") MIX, PG 58-28. ��, �1STE��1,�,� 63 a`a1 �it 1�$� cv OF M. ST W J z Z Z Z Z 4 0 0 Z J 0 OU Z O O t-- J O U• Z Z W N i'- cn O 0 W p O Cn K W 3 Z 50' ROW 25' 25' �Pi�pi, a o ca 0 0� VERTICAL CURB o 3.5' 5' SW 16.5' 16.5' 5' SW 3.5' S' �►�AND GUTTER L N Dt co 1' LANDING 2' 14.5' 14.5' 2' 1' LANDING 1=°0 w x ui0 � C B A A B C 1 5% ° 10' 00 -2.0% -2.0% Q Q 00 2 ASPHALTIC PAVEMENT Q . E /p U) - °i�°i °i� p rn r `� ��i� � � ��i��ii � ��i��i�i� � �� °��°°`��i��° i��°i�°� � ��°�°°°�°� � ��°°��°°`�°°� p (} SLOPE TOWARDS �URe / w CO p i 1 WHITE DRAIN z F D E F F E D F L1 (I I-I 0 0 'I=1 I I O O I I-I N o A 2.5" ASPHALTIC PAVEMENT D 4" OF 3 4" MINUS CRUSHED GRAVEL i I I - III-III„•i I 11111 ,11I I I III=1 l i-I O / � © 6" VERTICAL CURB AND GUTTER - SEE ACHD t�E 14" PIT RUN GRAVEL I� SUPPLEMENT TO ISPWC SD-701 COMPACTED STABLE SUBGRADE 10" PIT RUN GRAVEL OF COMPACTED STABLE SUBGRADE UPPER 6 TO 95% OF MAXIMUM 5" CONCRETE SIDEWALK - SEE ACHD PROCTOR DENSITY 4" OF 3/4" MINUS BASE COURSE © SUPPLEMENT TO ISPWC SD-709 TRANSITION SECTION - VERTICAL CURB AND GUTTER 10 11Y ASPHALT C4 TO ROLLED CURB AND GUTTER STREET SECTION - 50' RIGHT-OF-WAY PEDESTRIAN PATHWAY 6' VERTICAL CURB - ATTACHED SIDEWALK TRAFFIC RATED (HS-25) J N.T.S Q STA 23+00.00 - STA 24+34.71 i� Of i-- NOTE: LOCAL RESIDENTIAL STREETS SHALL BE A SP-3 0.5 INCH ( ") MIX, PG 58-28. ONO W Lli LLJ nr- LLJ W � z O , cy_ 0 SCALE NO SCALE O 0 DWG.DATE 07/1 1/17 Z O PROD. NO. 160811 0 SHEET 10 OF 11 m Q LLI 0 OQ F- < DT- 1 L- z0 /SHEETS/160811-DTI.DWG � C N D C y L. C: acv v O .0 c a� SEEPAGE BED KEYNOTE LIST SEEPAGE BED NOTES: 0 o6 E C a-+ T 4c) MN DESCAPTION 1. PLACE MONITORING WELLS IN SIDEWALK OR BACK OF WALK WHEN POSSIBLE, VERIFY WITH ACHD OR ENGINEER IF NEEDED. C >�s ' O O > O.> Ro 1 Y2" - 2" CLEAN DRAIN ROCK. N a 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED ABOVE THE BOTTOM DESIGN U U a " ' U 2 d O O Sa FINE AGGREGATE WILL MEET THE GRADATION REQUIREMENTS OF ISPWC SECTION 801 FOR "FILTER SAND" - SEE TABLE 1 OF THE ISPWC. ELEVATION FOR THE INFILTRATION FACILITY. U 6 s o < (D pa O•w V O c �- ' " 3. IF ROCK IS ENCOUNTERED; CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER SEEPAGE a c� _ Pit EXTEND PIT RUN FROM BOTTOM OF BED A MINIMUM OF 2 INTO FREE DRAINING MATERIAL, WITH A PERCOLATION RATE OF 8 /HR, (IF TRENCH IS FULL EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIED BY THE SOILS REPORT AND ENGINEER, � cc N BOTTOM OF ROCK IS NOT INTO FREE DRAINING MATERIAL). FREE DRAINING GRAVEL AT ELEVATION 2560.0f. CONTRACTOR MAY NEED TO BLAST OR BORE TO CREATE CONDUIT FOR DRAINAGE TO OCCUR OR REDESIGN THE SYSTEM TO co v C'w p N =Q t g' E 20 MIL PVC LINER, ACROSS BOTTOM OF ROCK AND ALONG OUTSIDE EDGE OF ROCK. LINER SHALL BE CONTINUOUS (SEAMS FACTORY ACHIEVE THE REQUIRED INFILTRATION. c -2i 5 p o O SEALED) OR CONTRACTOR SHALL PROVIDE 12" OVERLAP AT SEAMS. (SLOPE BOTTOM OF LINER UNDER ROCK PORTION OF SEEPAGE 4. ACHD INSPECTOR SHALL BE ON-SITE DURING SEEPAGE BED INSTALLATION, INCLUDING LINER INSTALLATION. CL N 2 3 to N" o BEDS (1%) TOWARDS SAND.) O]� >> f D_W p w C T V O m Wff WOVEN FILTER FABRIC PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) (INSTALL BETWEEN ROCK AND SAND AS SHOWN) _ & . = ' o= Z2 a-La ..• Nwf NON-WOVEN FILTER FABRIC TOP & SIDE PER ACHD REQUIREMENTS (SECTION 8200, PG. 32) [�\J z V O d _ d� d� N N LL O i E E 0 D U d = N d W :D N. N. > � �ooaoo 33' 29.5' a L d 23.5' O � N U i t z d d O(n •U MONITORING WELL, INSTALL LID TO GRADE (TYP.) MONITORING WELL, INSTALL LID TO GRADE (TYP.) MONITORING WELL, INSTALL LID TO GRADE (TYP.) CL O U =O U Q V _ _ ..--_ - -_ c ._ a _ O N N 'L7 N T_ N _- ._ d Il __ y I I_I I I-III-I I i-I I I_I! =1 I!- _I _ _ _ _ _ Z _ _ _ _ �, III I I III-III-i I I-III`III_(i I=111=1 I I-III-III=1 I I=1 I I-III III I I- I_I I I_I I I- li I- _ - _II II III III=III=III_III=III-III-III-III=III_III-III=III-III=III-III=III - _- _ _ _ _ _ _ � - -� _ _ _ _ _ _ - _ _ I =1 I I=1 I I-III=1 I i-I I I_I I I-I i I-III-I f I I I W III I I I=1 I I-1 I I=1 11=1 I I=1 I i,l I I=1 I I=1 I I=1 I I-1 I I=1 I I=111=1 I Ed 11=1 I I l I 1=1 I I-1 I MI = _ =11 I-f I I-1 I I-1 11=1 11=1 I i=1 I i-1 I I-1 I -1 I ITI I I=1 11=1 I I-1 I I-1 I I=1 I I=1 III _ _ _ _ - - _ i t I I I_I I I I I I I I�i i I_i 11=1 I I_I I I_I I I_I I I-1 11=1 I I-1 I I_I I I_I I c �_ I I- I=1 11=!11=1 11=1 11=1 11=1 11=1 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 I I-1 11=1 11=1 I t=1 I I-1 I Mil I I-1 I I 11- 1=1 I I-1 I I_III_I I I_i I I_I I I_I I I_I I I_I I I_I I I_I I I °' III-1 I I=1 I I-1 1 1=1 11=1 I I-1 I FEI 11`1 I hI I I=1 I I-1 I I-1 t 1=1 11=1 11=1 11=1 11=1 I I-1(1=1 11=1 11=1 I I III I I I`I 11=1 11=1 11=1 I I-1 11=1 I I-1 I I-1 11=1 I I-1 I i-1 11=1 11=i I I-1 11=1 I ICI 11=1 11=1 11=1 11=1 I ITI I �" I I I I I ICI I I-1 11=1 11=1 I I-1 I ICI I I-1 I I-1 I I-1 11=1 11=1 I f O " MAXIMUM ELEVATION MAXIMUM ELEVATION _ - - - - - _ - - - - - - - - - _ > _ c >.� d N O =1 = - - - =1 = - - _ MAXIMUM ELEVATION o t E. d OF ROCK= 2564.50 OF ROCK= 2565.70 OF ROCK= 2564.70 = " Li 3 V O y N u r; N N N i C w O U V so Sa so \N C T Ro Ro � � Ro d� o �� a Wff Wff INV.= 2563.05 INV.= 2564.20 Wff Wff a g p a y Ro Ro �;- oo � �•` E N U\ Q N Ro �V)a � i �o z 18" PERF. (TOP HALF) " " 12" (PERF.) ADS N-12 PIPE.18 PERF. (TOP HALF) 12 (PERF.) �ZpNAL ADS N-12 PIPE SEE DETAIL, THIS SHEET S �ZSTE�, G'f�ADS DETAIL, PIPE x'' ADS N-12 PIPE 18" PERF. (TOP HALF) SEE DETAIL, THIS SHEET �h , ADS N-12 PIPE. h, INV.= 2561.95 INV.= 2563.05 INV.= 2562.45 --- SEE DETAIL, THIS SHEET O4 cta ) O�o BOTTOM ELEVATION 1-% 0� ROCKTTOM E--`�25610N BOTTOM.00 OF ROCK=E 2561070 _� BOTTOM ELEVATION �� OF ,�405 _ _ _ _ BOTTOM ELEVATION OF ROCK= 2561.00 BOTTOM ELEVATION OF ROCK= 2561.18 I I=1 I =1 i t=f I I=1 11= -� -� i i i-i i i=i I I=1 I -1 I I' (HIGH GROUNDWATER (HIGH GROUNDWATER I l I=1 11=1 I I_iTi-i i i -�i-�i_I i 1=1 1=1 11=i i 1=1 j i OF ROCK= 2561.85 (HIGH GROUNDWATER -� i i I=1 1=I 11=i i 1=1 j I OF ROCK= 2561.12 U Pit ELEVATION= 2561.00) ELEVATION= 2561.00) Pit li �/ ELEVATION= 2561,00) [� Li COMPACTED STABLE o z COMPACTED STABLE OMPACTED STABLE SUBGRADE W SUBGRADE BOTTOM ELEVATION MONITORING WELL TO MONITORING WELL TO BOTTOM ELEVATION SUBGRADE MONITORING WELL TO BOTTOM ELEVATION = s OF ROCK= 2561.00 BE 1' PAST SAND BE 1' PAST SAND OF ROCK= 2561.70 BE 1' PAST SAND Pit OF ROCK= 2561.00 Z � mo ? o N5 4,5' NOTE: =wm = 18"0 PVC PERFORATED Z N Z Z SECTION VIEW SECTION VIEW SECTION VIEW DRAIN PIPE. Z Q W SEEPAGE BED# 3A SEEPAGE BED# 3B SEEPAGE BED# 3C �' NE RATIONS ACCORDANCE DANCE WITH BE z w N.T.S. N.T.S. N.T.S. + z �N Z g AASHTO M304-03 AND w ORIENTED UPWARD FROM o z z Z a w 33' TOP HALF (ACCEPTABLE 29.5 23.5 PIPE REPLACEMENT: 18"0 z J MONITORING MONITORING MONITORING 18' 1.5' 13.5' WELL WELL � W o Z a 13 1.5 15 WELL 10 1.5 12 ADS N-12 HDPE PERFORATED PER AASHTO 3' 15' 6.75 6.75' 20' MIN. 20' MIN. 6.5' 6.5' 12' 3' 20' MIN. 9' 3' M-294)• 0 OUMDE BED OUTSIDE BED OUTSIDE BED `' Cl SEE PLAN VIEW SEE PLAN VIEW SEE PLAN VIEW 18" PIPE PERFORATION DETAIL w Ono SE N � ® (� JLo M O in I- �.Ni it) W x V) Qa BEGINgoo 03 PERFORATED PIPE BEGIN BEGIN _ PERFORATED PIPE BED ^ PERFORATED PIPE O o AGE BED SEEPAGE � z SEEP ® w EEPAGE o Z o BED i N Z � L o� LL Q ^ G3 J R n a LLJQ M OO CL •N^• N 1 I En � W z z z ao w N ® J rr o o o m Q o 0 0 o o o 0 0 o o L1J ,, Ro w Ro Sa Ro , Ro Ro Ro Sa Ro Ro Ro � � o Sa Ro Ro � � Q N LLI W C) z w o 00 co � o z H � o ° � A o LLJ MONITORING WELL, MONITORING WELL, MONITORING WELL U C� , SEE SHEET SD-1 SEE SHEET SD-1 _ SEE SHEET SD-1 & DETAIL, THIS & DETAIL, THIS & DETAIL, THIS T^ SHEET SHEET SHEET Z 2' 2' 2' (� U SCALE NO SCALE END END END PERFORATED PIPE PERFORATED PIPE 1' (CAP END) PERFORATED PIPE DWG.DATE 07/11/i 7 1' (CAP END) TYP. AL PIPE'S 1' (CAP END) TYP. ALL PIPES NOTE Z O PROD. NO. 160811 SOILS EVALUATION INFORMATION REPORT , PROVIDED BY NATURAL RESOURCES SOLUTIONS, 0 Of PLAN VIEW PLAN VIEW PLAN , VIEW SHEET 11 OF 11 LLC. DATED FEBRUARY 3, 2015 AND GROUND 0 p WATER MONITORING FROM FEBRUARY 13, 2015 m Q LLI SEEPAGE BED# 3A SEEPAGE BED# 3B SEEPAGE BED# 3C THROUGH OCTOBER 7, 2015. DT-2 N.T.S. N.T.S. N.T.S. ooQ LL_ Z 0 /SHEETS/160811-DT2.DWG � 9 C N > N \ \ I LL +r a ' a 2 N. I =�I cl- 51854 C 10 (.5 ui - II Q � o��oG o I W C N L1-V Q V O Q N aU.+ 10 I C Lo C 3 N I _ 0)_ N ` � I \ 7 / \ \ : .. I I N N O C1 C \ BLOCK 4 \ o a 3 L a' Ta \ / m� � o o.w m BLOCK 6 I 1 c - b ro V / \ I -- — ----- — -- -- -- cl 51855 C .. / \ \\ -.� o o = _ Rt� I 40 20 0 40 80 120 w Z o g a.- N 00 CD CK o� o r �p U SCALE IN FEET a o a c av_ 't' _ _ _ / O a a.n , N -4 \ - a. 0a o�, � ' \ \ / • O U 10 V > C C N = c .r C a> a> a> 2 \� zC g� N E a s a o N O C V O - \ EV �� ® -- - - ,LOT 12 ® ro o I \\. o t coo_ 51862 C ui O ro N C a O N L N \.. \... 12 c fi _ to N N V _ - ��' STREET LIGHT NOTES d \ \ 1g '\. \ .� � ..�\ \ � \• .\ 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE 2013 MERIDIAN CITY PUBLIC WORKS \ \\ <✓�T / / •\\ \ \ \ :\ / 13 DEPARTMENT IMPROVEMENT STANDARDS FOR STREET LIGHTING AND THE MERIDIAN CITY STREET LIGHT SUPPLEMENTAL c,S10KAL �'�G► BLOCK 5 / ..,�\ \\ \ `\\� / SPECIFICATIONS TO THE ISPWC. �� 15TE� 2. STREET LIGHT POLES- ALL TYPE 1 STREET LIGHT POLES SHALL BE GALVANIZED STEEL, CONFORMING TO MERIDIAN 17 STANDARD DRAWING T1. A "MESA" STYLE BENT POLE MAY BE APPROVED BY THE CITY ENGINEER IN PLACE OF TYPE 1 6 60 0 \ �� \ <✓1 '.. \ \\ \ \ / POLES IN INSTANCES OF OVERHEAD UTILITY LINE CONFLICTS. ALL TYPE 2 STREET LIGHT POLES SHALL BE SQUARE STEEL �',�•NT / / \ : . WITH BRONZE POLYESTER COATING AND CONFORM TO THE CITY SPECIFICATIONS. OF \ 51857 C \ / \: CK \. 3. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH IDAHO POWER CO. r TF 8 0_ 1 6 0 / r r w d m Q J - - \ 4. VERIFY LIGHT POLE LOCATIONS WITH THE W o L H L I E OWNER AND MERIDIAN CI PRIOR TO INSTALLATION.CITY R A LLA J - W I \ 0 z W N 2 e / �• Z 1- Z .. S::F:1Fri:i:>:',.c_. LOT 21 - O r- 0 0 \ 5. THERE f5 A 10 STRE LIGHT EASEM NT ADJAC T T A T EETS WITHIN THIS SUBDIVISION. N z \ / \ � � ET E EN 0 LL S R WI N N S SUED V 0 . o W O w o to IW O1 _ 6. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE \ \ \ Z o W 1 5 . Z z \ Z N - O N U AND ASSOCIATED WIRING. CONTACT CITY OF MERIDIAN AT 208 887 2 1 i FOR INSPECTIONS, HOUR NOTICED Z D E 48H R 2 Z Z Y O -d T •l \ - W Q J Q F- / U T 1- J REQUIRED. CONTRACTOR SHALL NOTIFY HE CITY WHEN STREET LIGHTS R READY T E I\ RA 0 FY T C T ET HTS ARE 0 B ENERGIZED BY DAHO POWER.\ Q E EAD E o z \ / V to I 1 Q w 0 z \ J 0 W lCl 14 \ o 3 \ U U Z / R S INFORMATION�- 7. FOR DESIGN RM TION ORQUESTIONS, CONTACT MERIDIAN CITY. J C 0 W� o(/1 W 8. ALL ELECTRICAL CONDUIT SHALL BE SCHEDULE 40 PVC UL APPROVED. 3 a w I f I►Y \ 14 - ¢ wr r o 9. A LOCATING WIRE IS REQUIRED IN ALL EMPTY PVC ELECTRICAL CONDUITS. `Y W o Z a (51863C 5 \ T � 22 K C \ \ / M \ \ N 0 Ca 13 15 00 fn c 2 \ \\ ® X T � m 24 \ a \\�� LANDSCAPING NOTES W 5 \ a N T\ / 0 F - 0 1 0 0 I \ \. 1. LANDSCAPE A TR C AND TREES ALONG A LOCAL STREETS TO E COMP AFTER CONSTRUCTIONN T LL ET B COMPLETED A O E LOTS.25 / 12 / TH z rn T o I D E Q Q TREES MAY BE MOVED TO ACCOMMODATE DRIVEWAYS, UTILITIES AND LIGHT POLE LOCATIONS. I D LC V 0 ! M / / ►y O1 23 Lu I w Cl-e L Cl 26 \ N I 16 v O� N I \ \ \ O O / � 27 - I 1 1 / . . ... . ....... . . G LE END \ W. MARA CAY DR. - ��\ _ 51865 C 28 \ — — \ \ \ � 51864 C — \ \ EXISTING TYPE 2 STREET LIGHT pC� 5 \ LOT 21 \ \ 17 8�- \ PROPOSED P STREET LIGHT\r � -\ _ _ \ \ OS D TYPE 2 S EET L [■4 „ m z o 4 O I 29 -. \ \ \ � � 518�2C CITY OF MERIDIAN STREET LIGHT NUMBER I— -- -- z 18 19 20 21 22 �-- \ \ \ \ \ W Tom\ 4 \\ \ \ z (ram o L u z� \ 51866 C / �=- f� \ A cn U) i23 - W H - - - __---__ Z — — _ SCALE 1" 40' II I # �— DWG.DATE 07/11/17 1 CHISEL X"BACK OF 5/DEWAOr �- W EL-2567.93 J z PROJ. NO. 160811 SHEET 4 OF 11 < w \ I l �I QI i11 I I �� , .:v: 0 ~ < LIGHT \ I I If��i z I I ° z o I SHEETS/1 60811-LT.DWG 00 C ID0 0 O. N 9 4) N UM d:5 d d OfJI. V Na 0 E >'U U p 0 > p ^ v, O O O (D (D o (D0 Eon U I c a v ® I V � �uoaNa r o 0 0°' g U y O-'V (D L rn I O � CD - ® � l I V =! C N o o � cc j1 U O h � o >� � 10 .• EL N a, o.30 � c O :: / NOTES: �" m�0otaw z I I ®®� �s \ PRESSURE IRRIGATION LEGEND � 1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES =��•- > 4'F'IRR--- EXISTING PRESSURE N� `� �.� z I BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY = a=N BLOCK 4 A IRRIGATION LINE V�\V� \\. \ I 20Q LF AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY z o CONSTRUCT PRESSURE AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT I 7 O O N� 0 3 p \ 4a 20 a 4a 80 12o N _ y ® \'.' IRRIGATION LINE & SERVICES 1-800-342-1585 PRIOR TO ANY EXCAVATION. LL H. a N N CONCRETE THRUST BLOCK L� U W � �o I ' / \ ---------- 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES EVEN IF NOT SHOWN. y SCALE IN FEET � VALVE � _ \ I /g2Zq\\ \•�\\� - SLEEVE 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES PRIOR TO Q I- ° \ \ pR \ :.\ C4 CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE ARE 40 LF ANY DISCREPANCIES. 0., z E 4 a U d C O U 0.- 4. N \\ \.:•\\ 0-- BLOW-OFF CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS AN EXISTING PRESSURE IRRIGATION N O C p C j U d G AIR RELEASE VALVE SERVICE. CONTRACTOR SHALL INSTALL A SERVICE TO EVERY LOT AS NEEDED. 3 -o \ \ \\ \ 5. CONTRACTOR SHALL PROTECT AND RETAIN EXISTING FENCE LINES WITHIN SUBDIVISION. $' EX/STING VALVE "B° ''� > N Oi GJ d 6PjRR N1 20 LF / / \:•.\ \ \ \� \ -�\� 6. SEE SHEET PIRR-2 FOR DETAILS AND NOTES. ID = N = c .6 LF . Q C C U $ d \ G12 7. PRESSURE IRRIGATION MAIN TO GO OVER EXISTING 48 RCP. d d 3 a> 3 'O Ni a. TB TB ="z o a \ IF D \ •U p EX/STING VALVE o ® _ ,LOT 12 \ P6 EMI \ ` N1 19 TB \/ C1220LF IAL TB Z \�o P'� E16 ( �,<25 LF C12 \ I I o P6 TB 18 \ III::.- f ^ V6 \\, • \ � \ \, \ \ `\•--*\ �� ~ 105 LF \ ° P6 �s T8 \ \\ \ / BLOCK 5 ' - 6 PIRR TB T8 \ \\\ \ \ 1 \.',\ \ \ \ \\\ . \ , PRESSURE IRRIGATION KEYNOTE LIST 6 LF \ \T°e\\\ �, \ \ \`'� = ITEM DESCRIPTION M.S ` V6 E13 C12 5 LF \ P4 Pressure Irr, Main, 4', PVC, CL-200 II E13 � r w a P6 13 TB 54 LF �Q ` \ \\ \ \ \ / » C' I 8 LF 1\ \ P6 \ � \ '_ \\ \ \C P6 Pressure Irr. Main, 6 , PVC, CL-20Q _ �00 E16 z3 r �Q \\ \ c$ Pressure Irr. Sleeve 8' PVC AWWA C-90a Z Z S1 \ • / I I TB C12 Pressure Irr. Sleeve, 12 PVC, AWWA G-900 0 3=m 14 `� J w V4 Valve, 4 Gate Z I \ \ Z Z n LOT 21 \ o V6 Valve, 6" Gate N o 1 15 \ TB E14 :\ \ \\ \ \:'. `�� R5 Reducer, 6'x 4' W - I51 P 00 T7 Tee, 6'x 6'x 4' 14 _ ` ° ° - - - - - - - - - - - -I \ \ `\ /�\ \�o� �� `'sp �� \'::: \ T8 Tee, 6'x 6'x 6' �WZoo I 29•LF ._.... _... \ DRq/ \`\�'�' �® / \, \ �\ .. » o Z \ \ \N \ \\\\ \ � f ` 4'�.•.\ \ \ E9 Elbow, 4 , 11 1/4 I TB V6 R5 T8uk E10 Elbow, 4' 22 1 2' ® \� S \ \a E13 Elbow, 6", 11 1/4 � o ce) 5, �,, \ \ \ \..:.. 9� \ E14 Elbow, 60, 22 1/2' � N co S1 \ \ \ \\ \ " \ �9 \ ® a 22 C \ \ \. \\ \ \ \ \\ \�\ D,p\ \ E15 Elbow, 6', 45' _M o ® O II I 'o �\' S1 \.\ ` \ \ \ \ / \: \ \ \ E16 Elbow, 6", 90' Q 00 I 15 Sl \ \ \ 13 \\�.. \ �� bi :. I \ \ \ \ \ / ARV Air Release Valve ry - 0�- I $� C14 ¢ `3S1 \ \ \ \ \ \ �\ \ \ \ \' �\ D Pressure Irrigation Mainline Dra'rn 0 0 > 24LLJ pjR '.: \ °�� \\ \ / / :: , \� S1 Irrigation Service, 3 4' z R Irrigation Service 1" o o rn o \ ; \ g a- I 5 \ \,\ Ld \ \! w 2 P.C.C. Thrust S1 \ TB rus Block As Required Even If Not Shown). � \ 12\ � 9N l \� Z 0 I \. . . . . \ \ o e \ C� O S1 I � A e A e ft r nc Nas Closed Existin Valves A And B The \ TB \ 9 Y 9 23 � \ rs' ' o : \ s I S1 o ,- _ \ N1 Contractor Shall Remove The Existing Plug/Cap Ca And Thrust 13 \ 9 9/ P Q 26 \ O CO 16Block To Complete The Interconnection Shown. \ , \ P I ( \ \ TB \ \ \ \ N2 Deflect Pipe Per Manufacturers Specifications And E9 V4 \\ \ \\ \ \ O Recommendations. ® I I \ \ f I 27 \ TB 11 Verify Existing Pressure Irrigation Service Is Installed And 7 E13 - \ \ 6A� N3 Marked Per City Of Meridian Specifications. If Not Found \ � � � � O tY P \ . \ z \ \ Install Service And Or Marker As Needed. I 4 Y - 1 1l I W \ \ [� Q D ti W. MARACAY DR. 28 S1 \ \ .a. --- \ CK a* \ LOT 21 \ __ °• 10 - r', 17 10 P6 ` 12 LF TB •< \ 29 �A \ F \ O z PIP cr ///3 L6 M 6' W J o ° \ q,Pgc N2 \ ': ;:'':._. \ \ \ \ \ ZO Ey Fy zo rr 18 19 20\� \ 21 22 \ \� \ S1 :: w U? \ I I oLLJ rr I I _ A o- S1 i e S1 o \ \ S1 P6 I 23 AE15 P6 P6 10 LF \295 LF6"PIRR 308 LF° 1 1 7S1 _ E1 6'PIRR 75 LF 6'P 6 -- - -- -- _ 127 LF TB �-- -- -- ------ - ... - . IR� _ I,-- 0 SCALE 1"=40' ---_T- ---------------------------------------------- 4 G12 � O I I ' ------------------ -�-- - - — — ---T- -_---- - - _ _�-__-_ _ ------ - --------------- ------ ------------------------------ - - ------------------ —tss-.- ;� 50 LF W ------------------------ ' ( - - -- ----- ¢( - I ----- ; - ---------- --- -------- -----_------_- \_ - - — — — — — — -' PROJ No 160811 WATERSONG ESTATES — � II � � zl I : Bhf#A2 - - - --1-- - - - - - - - - - O W I I vQi I ( CH/SEL X°BACK OF SIDEWALK Q M SHEET 8 O F 1 1 I I I 3 I EL=2567.99 — ( WATERSONP ESTATES m Q � -till _ _ _ _ I I I I I z I PIRR- 1 SHEETS/160811-PIR.DWG Notes: O O U a 1. Locate drains at all low areas in the U_ Na � mainline. y 2. Locate valves on as-built drawings for o o a Q Settlers Irrigation Records.. 3. Brass and Stainless Steel material shall Q a� �•�_ v Q �� N be used with adaptors and drain valve. ..r L L� N c 6 o U _ 4. Leemco ductile iron saddle tee with hinged to) sr. strap and single tightening bolt. RECTANGULAR VALVE BOX C J N o > w �.N230 � m � aw m¢ 9f Rn d.V.B. �� o SUPPORT VALVE. BOX W/ 12 DIA. COLLAR IN ROADWAYS a Ground levelFIVI `U FINISH GRADE Q/ 0 3 = LL Z �-a V N y U 00 N•�0 6 Cl. 100 PVC BRICK FOUNDATION U v C a= P �o E y .-= f 0 U c O c access tube r::..:.;. ..- t W J = BRASS NIPPLE (LENGTH AS REQUIRED) a g o BROOKS 525 SERIES W/COLLAR & LID o ADJUSTABLE HEIGHT OR EQUAL Ew 5 U C� l_ Z d o O N o Curb Stop n- o E �cQiQ HARCO DUCTILE IRON SADDLE w/WIDE SS STRAP Q 0 E �o o ci y IRRIGATION MAIN PJxFIPT PRESS. IRRIGATION MAIN a O 4 v Roofing Paper O $ N O N CJ = N N N = T Cover MATCO 100 RT GASKETED DEEP SOCKET VALVE Rotate Saddle i•a a°'i � �c AIR/VACUUM RELEASE VALVE Tee 45 Deg. Down _ E O•3.0 •� O - N N � c�> aQi � a> 3 00CP ) �°oP 01 -AR-C-P-NP BERMAD OR EQ. A a � 1 "Brass Nipples to J°�° o � ~ Drain valve D°nO�,°n0,,°0°n0�,° Rotate St. Ell W ,N a-00, � 0 P o P o`er"To o P o� LEEMCO JOINT RESTRAINT a ' o o t = o o a )0,0ono,,0006 5o0° into Gravel Sump N o _� �_ )°0°,0°0°0°0, a o c F � F � a� a�v c 3 2 cu.ft. of ��o � �� Z )°O°O°O°O°O N 0 �� 0 0 0 0 0' ISOLATION VALVE D ETA I L PRESSURE AIR Gravel 0�Q� 0�Q� 0�� jo O C&0o`&'o`&'.C&0, �1pNAL Locate drain on C°°o�°W�o: ,p NTS RELEASE VALVE ��,S��ZSTE opposite side of o � telephone cable. 636I'll Mainline Drain Detail z,�os`' m Q = J W � 1- SETTLERS IRRIGATION DWG.NO. SETTLERS IRRIGATION DWG.NO. SETTLERS IRRIGATION PRESSURE AIR W z � > W3 � DWG.NO. Z �o �o DISTRICT ON PRESSURIZED Mainline Drain Detail PIRRO3001 DISTRICT plv SSURIZZED ISOLATION VALVE DETAIL PIFA03002 DISTRICT PRESSURIZED RELEASE VALVE PIRRO3003 m w m z IRRIGATION STANDARD V REV.MAY 2013 w za� z QJ Q W a J J g W U 2 N O i-- Z PRESSURE IRRIGATION NOTES <D W � coc� � z � z z z a w �- 1. Install all crossings of the Public Rights-of-Way, private roadways and travelways with pressure irrigation at a o }m SERVICE MARKER (TYP.) =Wz� � r- maximum depth of two-and one-half (2-1/2) feet and in an AWWA C-900 pipe sleeve with locator wire. The Z 00 Public Works Department, ACHD and Engineering Solutions, shall inspect all crossings prior to backfilling. 1 PL 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, storm drain, and x rn irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable water main and non-potable o < � 5• �_ 3, 2' water main to cross with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in rn C accordance with Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section Ld W Insert plug 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 M o 3/4" 160 PSI 3408 PE 2�I-"above grade --- minimum of six (6) feet. Where it is necessary for a potable water main and non-potable water main to crass LIJ s 6" to 9" RND VALVE BOX with less than eighteen (18) inches of vertical separation, the crossing shall be constructed in accordance with � o X -� 9" IRR. ROUND VALVE BOX LOCKING LID Section 542.07 of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the W cn ¢n CD co 18" SQ. OR CIRCULAR X 4" CONCRETE COLLAR Wastewater Rules (IDAPA 58.01.16}. p _o 6" RISER WITH SLOTS 4. Instal{ finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in color, with the �q_ V it i OVER SERVICE LINE words DANGER -UNSAFE WATER or NON-POTABLE WATER clearly marked along its length. Place the tape between c¢n g 0O CAST IRON LOCKING LI six (6) inches below the surface and eighteen (18) inches above the top of the pipe. (h�a. NO 3/4" CURB STOP 5. Label all irrigation risers and faucets with durable tags carrying the warning DANGER-UNSAFE WATER or �' o VALVES (TYP. ALL SERVICES) 3/4"X6" BR S NIPPLE =:;c `r ; ;. NON-POTABLE WATER. 2. Assemble and install all irrigation risers and blow-offs in accordance with Standard �v t o . TYLER ADJUSTABLE VALVE BOX OR EQ Drawings Pill through PI3 as applicable. N PACKED JT. CPLG FOR PE PIPE MALE AL. CAMLOCK FITTING 6 Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE WATER or NON-POTABLE O . r- ADJUST TO FINISHED GRADE PVC MPT ADAPT WATER. The valves and boxes are to be located a minimum of ten (10) feet outside of the Public Right-of-Way, 1/4"DRAIN private roadways and trovelways. C.I. SADDLE TEE WITH HOLE 7. Install a reduced pressure backflow preventer in any connection between the potable water system and the WIDE BAND SS TRAP IRRIGATION LINE REDUCED TO 2" PVC pressure irrigation system. The device must be approved by the Idaho Department of Environmental Quality (DEQ) SECTION VIEW SET OUTLET TO HORZIONTAL and the City of Meridian Water Department. 8. The Public Works Department and Engineering Solutions, shall inspect oil pressurized irrigation unless a properly executed agreement for inspection and maintenance is in effect with the applicable Irrigation District. Forty-eight CONC. T.B. (48) hours advance notice is required. W 9. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains traverse a side lot line in Z SIDE PROP. LINE Ey order to crass a street, the domestic water service and pressure irrigation mains must be on opposite sides of a :�i Q W IRRIGATION MAIN 1 C.F.t DRAIN BED UNDER HOLE lot '41� Z m E= (-- CONC. T.B. or JT. RESTRAINT 2 CURB STOP 10. Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) with allowable loss in Em* Q Q �J SIDE PROP. LINE accordance with the Supplemental Specifications and Drawings to ISPWC. �y r- d z 0 11. All construction materials and installation shall comply with the Settlers Irrigation District Standard Specifications !� for Pressurized Irrigation System - latest edition, except as modified here on. O 12. All pipe shall be PVC - Class 200 - SDR21 or better. Pipes three inches and smaller shall be solvent weld. p.y - - ZQ 10, Pipe four inches and larger shall have mechanical joints. ►= W F_ 13. Minimum depth cover over all pipe shall be 30°. H Lr rr U) M - 14. Minimum compaction shall be: l;;0. � J 9 Y � � o z U) Q a. 95% in Ri hts-of-wa . Z SERVICE b. 85% everywhere else. O 0 U) 10' 15. Concrete thrust blocks shall be required at all tees and bends as shown on this plan. Angle fittings required at all 1= w W W MARKER(TYP) TYPICAL2 " BLOWOFF change of direction of pipes over 11 1/4' where shown on this plan. _ M Q 16. All services shall be placed at 5 off of side lot line along rear lot line unless otherwise shown on this plan. ASSEMBLY They shall extend past property line into lot as shown on detail. 0 17. Contractor shall verify the location of all other utilities before installing the irrigation pipe. 18. Contractor to verify location of all landscape lot services with owner prior to installation. Z 19. Where pipe must be deflected to keep alignment shown on this plan, the contractor shall not exceed pipe Q manufacturers recommendations. () C 20. All valves must be at most 10' from the street Right-of-way, unless otherwise shown. 21. All valves at street crossings shall be on both sides of streets. 0 SCALE N/A 22. Contractor shall install plugs at end of fittings that serve areas not included in construction of this phase. o LL. 23. Contractor shall be responsible for verifying all pipe lengths shown on this plan before pipe installation. , 0 DWG.DATE 07/11/17 PLA N VI E W 24. Contractor shall be responsible for repairing and replacing disturbed fence and landscaping in order to install new W services. Each Homeowner shall be notified at least 24 hours before any property disturbance. z O PROD. NO. 160811 25. Retain and protect all existing utilities and irrigation facilities. 26. Contractor shall install a drain at all low points in the pipe and a pressure relief valve at all high points in the Settlers Irrigation Lot Irrigation Service pipe, even if not shown. 0 SHEET 9 OF 11 DWG.NO. SETTLERS IRRIGATION TWO INCH BLOWOFF DWG.NO. 27. Wherever the pressure irrigation line crosses the gravity irrigation and there is a conflict, the pressure irrigation line m District Pressurized shall o below the gravity irri ation line and a drain shall be installed at the low point of each location, unless the 1 Hooka Detail PIlZR03005 DISTRICT PRESSURIZED P1ItR000205 g g Y g p P I RR-2 Irrigation Standard p REV.MAY 2013 IRRIGATION STANDARD ASSEMBLY REV.MAY 2013 pressure irrigation line can go over the gravity irrigation and still have a minimum cover of 30 . O O 28. Contractor shall install pressure irrigation line to depths that match the final grading plan with 30" of minimum cover. LL. Z 0 II SHEETS/160811-PiR-DTL.DWG SEE SHEET S-2) 1F: o 00 12 = o � CL Cl + \ *\•. ,.. 0 s \ t o.. no , CLC 24 40 2Q 0 4Q 80 120 oN� �o�= a — - a \ o.0 \ . ry U 4' co - - I - \ Q CA _ U r SCALE IN �a FEET c ._ Q 5 / 2 0 / � — _ �, 1 2 / Q \ �\ T c c o_ I O T \B f o \ ( ._ V S \ \ U N .- rn N3 ac HORIZONTAL SCALE L =._ N V' f / �L TB Q y N5 3 23 c ,4 o } a• I L C{ z •e c C a> 26 U a H w 16 N5 \\ \ \ \dam C = __ s n \ M > c� O 0 4 1 E28 V6 \ `� 4 2 8 2 \ \\ n.. ^ - - `- 3 Q 1..1� rn rn TB \ \ c o { TB N5 n - _ \ •\ m� e o�aW m N3 S2 \ \ I / E28 Wg N2 E8 N3 N5 27 \ \ \ `;� \ 11 SCALE IN FEET { Tr \ \\ 6 f S2 N3 tl rn—c �-- \ VERTICAL SCALE f a g . aN .. _ tl 167 LF - U 42 LF _b 0 N5 CF• N5 \ ro _ 28 \ ILL10 00 6� �> I --, / W. MARACAY DR. \ \ _ �\ Ex. SSMH 2.03` -►8 S --_ �I \ \\ \ W � = o \ \ STA=6+67.07 - 4+do N3 C� LOT 21 17 8L \ _ _/`/ U \\ \ O m O tl L T _ O c_ e a N5 U y-+ o h .O N5 B— N3 6 \ \ / Q = \ W8 / / O -_ 29 \ \\ f (1 Z o 6- N4 N3 ' A� \ \ tl .; � N5 N S2 \// qP T N3 TB \ \ \ \� / Q C.} o \ \ S2 ` \ ` — / N5 N5 S2 N5 3 tl I / � tl Ex. SSMH 2.02 W6 O STA=3+86.06 aS 14 IF TB �, \ o `� N3 E3 H \ \ \ _ �, � _ \ \ ` \ o�Z � EN �— 6 a 18 n \ o \ 21 \ tl= �, \ z 0 o Fig 22 \� � - O kz @ 4 0 - - — > - \ \ - \ N•- N N L C N5 30 y _ TpB I I O b L U O O_s a \ o c, \ \ 23 \ \ 1 Ex. SSMH 2.01 E3 E13 TB - STA-1+46. 7 �.�� U a 1 1 _„ 1 \ tl �_ o _ I o•- 6 PIRR -a - N _ tl ,— 2 a ., 6 PIRR tl ., — — -- — — _ 6P — \ — ._.. IRR a v 20' -T -------------- --- ---------------------- -------- _ — - - ---------------------------------- -- N1 -- r ,-• N tl ------ ------------------- --•--------------- ------------ � s ---.-.------------ A-�..---- -----_'.----•------.--------•-------------------•-------_.-_.----- -_•----� 1& Ex. SSMH 2.00 I M IA2 - ! CHISEL �"BACK OF SIR-WAY 3 0 STA=1+Q0.00 EL=25670 7� t13 � I J \ ru = a Z Z .zo � \ O =mK \ ! I ! ! ) EXISTING ME A' Z z Z -1 w � V Z O $ K W W. BELLAGIO DR. 21 w z a. 7+20 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1 +60 1 +20 0+80 0+40 SEWER & WATER KEYNOTE LIST o 0 257 -H tn � 00 2576 M31 DESCRIPTION W co 1`- � NM to to E3 Elbow, 8', 11 1/4', MJ x Flg. ® o �, N N N N N E8 Elbow, 8', 11 1/4, MJ 00 u II (D �11 � LO Eta Elbow, 8", 22 1/T, MJ x Flg. 2572 o w W�No N o o o 2� 0 2572 E18 Elbow, 8", 22 1/27, MJ 0 ,0 CV � - Q + _ (r � �N C - +PO N �ii CO M +"' �'W"' ORl6/NAL GROUND cn M C"U_J '- + � ¢ co� o + n a o n = o E28 Elbow, 8 , 45, MJ Q z MI N o FINISHED GRAD N - N N II v, AT SEWER LINE "' g `—' .'�' N N —u T7 Tee, 8'x 8'x 6', MJ x MJ x Fl o c_n II �, AT SEWER LINE ,� X z oo X Z ,- a co M <C g' � tY X U r. `�' `'' `` "'"' ``' ``' `` �'"' UJ �' H Fire Hydrant Assembly Complete per Std. (W7) & (W9) z N 256 _ _ _ 2568 — — _ _ — Single Metered Service Connection, 1", with 3/4" Meter and rn ——— ——— — ———— —` '— —_ — — —— fte ——— — ——— — — S1 3/4' Meter Setters, per Std.s (W1), (W2) and (W5). o Double Metered Service Connection, 1', with 3/4' Meters and PHASE 11 DESIG' I I Q a S2 \ ` — — J \- — — — — — — — e fee 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). 2564 �` FIN/SHED GRA©E T s s I I SEWER UNE 2564 O P.C.C. Thrust Block (As required even if not shown) LLJ See Water Note 1 on Title Sheet and ISPWC SD-403 _J N ( I I I I I V6 Valve, 6' Gate, Flg. x MJ E II 0 � I I V8 Valve, 8' Gate, Flg. x MJ W r 256 = 2560 W6 Water Main, 6' PVC, C-900 Eno 0 � n- t!) ( I I I ( I I I W8 Water Main, 8" PVC, C-900 � z m co w ( ( ( I After Agency Has Closed Existing Valve 'A' And "B", The � z M (Wl? I I I I N1 Contractor Shall Remove The Existing Blow-off And Thrust Block To Complete The Interconnection As Shown. f1 255 2556 See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet. z cr >— II I I 8? PVC 0.45%t N2 (Adjust Water Line, As Needed, to Maintain Minimum Separation) ,.- W 277.01 LF ~ — " I I N3 See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. H � Q z --! — _ 8--�C S� .45%+ I I I �' V) t_I -J L 235.89 LF N4 Extend Existing Sewer Service As Needed To Be A Minimum Of Z E 4 � o 2552 — --- --_ _ , 2552 10-feet Inside Lot. 0 p �►, I N5 Contractor Shall Verify That The Sewer Service And Marker Are Existing. O M U) `y. o � W ____ — ~� I Contractor Shall Install New Service And/Or Marker As Needed. F�1 �, � z � I U W N N ^ p Z 254 Z �, W " 2548 z W II = N LO co — p N p a d -H -H -f•I 0 U) Z Z II � cl O N rro ? ~ V a — N N N Lo m ao Z Izl IZI N N NOTES: � 0 SCALE 1"=40' 1"=4' 2544 > �I �I ~ 2544 1. The locations of existing underground utilities are shown in an approximate way only. The contractor u- HORIz vERr co c) : — > > o shall determine the exact location of all existing utilities before commencing work. The contractor 0 DWG.DATE 07/11/17 („ CO CO z z z assumes all responsibility for any and all damages caused by his failure to exactly locate and �- W W. M RACAY DRIVE `� preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. z 0 PROD. NO. 160811 co 2. Contractor shall verify each lot has an existing sewer service and is marked r STD SW3. Install N WATE SONG WAY � g � 0 a SHEET 6 OF 11 254 2540 service and/or marker as needed. Q 7+20 6+80 6+40 6+00 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1 +60 1 +20 0+80 0+40 W _ 1 LL z 0 SHEETS/160811-SS.DWG N U) W >I— O V N CD 00 C N O O2 > CT LL j CL a aJu N v T'� C 0 T- E a L ui JIV � O V 40 20 0 40 80 120 N 2 5 O_ 0 a,, � '- j o c }SCALE IN FEET SEWER & WATER KEYNOTE LIST Q m C ' ¢.8 Q-a 0 / HORIZONTAL SCALE °' z ITEM DESCRIPTION p/ �- � o �._ �,» E3 Elbow, 8", 11 1/4', MJ x Fig. _`O k b.2 10 \ 4 2 0 4 8 12 E8 Elbow, 8', 11 1/4', MJ a „ 1 >CP ._ o E13 Elbow, 8", 22 1/2, MJ x Fig. m 0 o a w m SCALE IN FEET E18 ©bow, 8% 22 1/2, MJ BLOCK 4 / �\ ' VERTICAL SCALE �, E28 Elbow, 8 45, MJ a'o 2., o- T7 Tee, 8"x8"x6", MJxWxFig. � Z �� 00 s H Fire Hydrant Assembly Complete per Std. (W7) & (W9) LL F-- a fo o a o \ ( Ex. SSMH 2.06 \ \\ - S1 Single Metered Service Connection, 1", with 3/4" Meter and W _y o N» � N STA-12+13.92 / " ( ) ( ) (W5). � � \ I \ 3 4 Meter Setters, per Std.s W1 , W2 and a I Q T \ Double Metered Service Connection, 11", with 3/4" Meters and ~ y N o 0 0 0 11 \~ \ S2 3/4" Meter Setters, per Std.s (W1), (W3) and (W5). Z E O d O N N U \ � O O - O NJ�-+'N O- O O C O V N P.C.G. Thrust Block (As required even if not shown) N5 See Water Note 1 on Title Sheet and ISPWC SD-403 c o.o¢ N V6 Valve, 6 Gate, Fig. x MJ I ` 3 o 069 .J \" N5 V8 Valve 8' Gate Fig. x MJ ..� \ N-.L+ C E tU \ >� Ex. SSMH 2.05 00 / W6 Water Main, 6" PVC, C-900 Z G / STA=10+78.60 L U++•N C N W8 Water Main, 8' PVC, C-900 s:3 20 After Agency Has Closed Existing Valve "A' And 'B', The Q 3 Contractor Shall Remove The Existing Blow--off And Thrust Block N � � O \\ To Complete The Interconnection As Shown. W o o O U -O See Water Note No. 2 and Sewer Note No. 2 on the Title Sheet.�22, / N2 (Adjust Water Line, As Needed, to Maintain Minimum Separation) s p a L LOT 12 \ y 3 y / 19 �= oa � E See Water Note No. 3 and Sewer Note No. 3 on the Title Sheet. _ - h-(n O +.. 2 s....- o a> e s a c c a 0 - a \ \ Extend ExistingSewer Service As Needed To Be A Minimum Of ,moo„ 6'�1,��, N4 10-feet Inside Lot. 1NAL Contractor Shall Verify That The Sewer Service And Marker Are Existing. �,ca �13TEh' Grp Contractor Shall Install New Service And Or Marker As Needed. I- - - - - - .- - ._ _ - - fl o \ \`�� \ 6"PIRR � � � � \� 63 '�. Ex. SSMH 2.04 STA=9+83.58 DVnNOYACY£ � 13 N1 19'f \ `��,�� , NOTES. N \ \ \ \ m Q- ` 001 1. The locations of existing underground utilities are shown in an approximate way only. The contractor z N z 8L 17 V6 :;H TB TB shall determine the exact location of all existing utilities before commencing work. The contractor o o w 3 0 \ assumes all res onsibility for an and all damages caused b his failure to exact) locate and z " I 6 P Y Y Y Qm� NN N W w 3 \\ preserve any and all underground utilities. Dig Line telephone number is 1-800-342-1585. Z Sl \ p3��rw 1 13 LF z o w 0 ( \ 2. Contractor shall verify each lot has an existing sewer service and is marked per STD SW3. Install N ¢ z Z o w r Cal•-, O — — — — — — — — — — — service and/or marker as needed. Z -- .. � Z�o� Z 0ZW� N � �Wo8 z 0 zo - Z cr .: o ZZaaw 14 N5 o o - - - - - - - - - - - -IwW�� o QED '� � WZoo N3 i s2 N' 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10 00 10 40 10180 11 20 11 60 12 00 12 40 Co C N3 257 2576 aq � hNM -H •— �t N5 22 8�01v� � �10 � o � � ® � �o 10.5 c^n ►n °^° cf cD co 00 y LO CO 15 N5 S2 N N to � CID � N � � � x �3 257 M LL- ; W ell 11 " e6 NJ- 2572 Q c O n� ^ P SE//DESIGN > t�i r� Q, ,n a co N goo _ I 2 �i EM + F/NI E"DGRfl1EAT v wv' COcd `n W `�'0 N oNri Cin D O a� o O °� M oo^ II Z I I v rn o ►I CffER UNE �; s � �.;�+ `„ c +''i FINISHED GRADE g �i�+., ® Q100 O( Cn c = a S a i oD N = o LI O N V) w '- O rn I (O v, N 11 FlNISHE GRADE ORIGINA1 GROUND o o + 11 g ,,, ^ H. AT SEWER LINE a 11 ct CIN zIt*N3 0 256 w �I wlZi ( AT SEWER LINE AT SEWER LINE "' g _�N � r � " cO �~ 2568 z�N N5 23 a w �r w W cn w '00 ' N x o0 'x z F- •- �• —7 ——— o I 16 N5 TB W6 —— — ^— --__ _ T-7—-- — — 0— — _ _ — / 13 LF —y — _ _ — —/ — .- -- —� -- - 1 N3 ( TB N5 2564 - - _ _ _ F�6p,� _ - - 2564 �, S2 �;- . E28 W8 N2 ( � c %J0 6 p�RR i��P`� y ` I ( L1J 67 LF QN5 � \ 8"IN 1 �i1 � I / � ---"-— W. MARACAY DR. —, _ UJ 25 6560 \ Ex. SSMH 2.03�- -►8 S In � I ( I I ` !y Z Q° 0 w 17 STA=6+67 07 �+•1 W Ld l I I 7 > TOa\ \ ' (W/) I I I I 131.31 LF — N5 row_ N391.03I I O \ N4 N3 255 - LF ____ _ " PVC 0.4 %f _ ___ ram, O S1 312.51 LF — __._ 2556 l�•4 S2 N5 — N / f 8" PVC C 0,4 %t — ___ ---- _ _ F'/��1 LLJ � 0 —roe ` ` \ \\ ___ -- z -H -H M U +I +► � 2552 z E� 7-1 z 18 ~� 255 � � � 1 �; � � � 2 19 20\ \ +1 N N N F=- Q+ w Z \ \ O M N N p IZI Z 0 (n <t o ( ` cc N M rri I! If II O cn O > Ir ~' �\ CCV N N o z > > z 0' LLI T 254 ►— Z z Z_ z Z _ 2548 > fi oo U U3 > ao 6"PIRR z Z z (� — ® N. GO L R{V R WA --- — — — ----- — — z -------------- ---------------- — _1" 0' 1" 4' 2544 2544 0 SCALE HORIz vERr —��----------------------------------- --- --- ------ 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11 —20 11 +60 12+00 12+40 1 w DWG.DATE 07/11/17 Z 0 PROD. NO. 160811 ate. SHEET 7 OF 11 m Q u1 -2 o z o SHEETS/1 60811-SS.DWG .0 C N 4 C N L " a c-o E a`� STORM DRAIN DATA STORM DRAIN DATA STORM DRAIN DATA STORM DRAIN DATA .� o (SEEPAGE BED#3A) (SEEPAGE BED#3A) (SEEPAGE BED#3B) U a - (SEEPAGE BED#3C} �. � ao� a�� 40 20 Q 40 80 120 v U DI#11 MH#3.2 DI#13 Dt#15 0 � � a� c J G � .� cn-S Q'J i ' a, o `-' a o c CL STA. 25+00.00, OFFSET 15.5 RT STA. 24+88.07, 23.17 LT CL STA. 30+30.00, OFFSET 15.5 LT CL STA. 23+98.65 OFFSET 15.5 RT SCALE IN FEET DROP INLET, TYPE IV ACHD SUPPLEMENT 48"0 MANHOLE, SHALLOW MANHOLE DROP INLET, TYPE IV ACHD SUPPLEMENT DROP INLET TYPE IV, ACHD SUPPLEMENT i� pt � c.a � � TO ISPWC SD-604A,!WITH 1' SUMP TYPE 1 - RAISED INVERT TO ISPWC SD-604A, WITH 1' SUMP TO ISPWG SD-604A, WITH 1' SUMP Q (q o .3 N cn GRATE= 2565.38 ISPWC SD-615A W/ 2' SUMP GRATE= 2566.69 GRATE= 2565.94 Co V a a _ z r- 12" INV. OUT= 2563.30 RIM= 2565.82t (MATCH SIDEWALK) 12" INV. OUT= 2564.50 12" INV. OUT= 2563.40 a E tco ~ o " 29.84 LF OF 12" AWWA C-900 PVC 0 1.2 LF OF 12" PVC � o €>N Q ole. 29.84 LF OF 12 AWWA C-900 PVC 12 INV. IN= 2563.i 5 (FROM MH#3.1} # c S=-0.67% TO DI#14 0 S=-8.33% TO SG#7 �- _S=-0.50% TO DI#12 12" INV. OUT= 2563.05 (TO SB#3A) m e o aW m 15.33 LF 12" PVC 0 S=-0.00% TO SB#3A .�o Q(25)= 0.85 cfs V(25)= 1540 cf 12" INV. SB#3A 2563.05 Q(25)= 0.56 cfs V(25)= 932 cf Q(25)= 1.10 cfs V(25)= 2049 cf -0 10 �\ \ y�• �/ _ _ _ _ _ \ Q(100)= 1.18 cfs V(100)= 2143 cf Q(100) 0.82 cfs V(100)= 1296 cf Q(100)= 1.53 cfs V(100) 2851 cf � y I � .� z aoL � " o C T U N N \ SB#3A 00 (ZNo �N � BLOCK 4 \� �,X �I I DI#12 SEEPAGE BED PER ACHD STD. DWG., BMP 21 DI#14 SG#7 LL �-- N o o N CL STA. 25+00.00 OFFSET 15.5 LT 101'L, 33'W, 3.5'D CL STA. 30+30.00 OFFSET 15.5' RT STA=23+98.69, 19.04' RT (IN MH) DROP INLET, TYPE IV, ACHD SUPPLEMENT TOP OF BED (ROCK)= 2564.50 DROP INLET, TYPE N, ACHD SUPPLEMENT 1000-GALLON SAND AND GREASE TRAP W �_ N " TO ISPWC SD-604A, WITH 1' SUMP TO ISPWC SD-�604A, WITH 1' SUMP (TRAFFIC RATED WITH 20" BAFFLE SPACING p� d L I - '- - - - -- BOTTOM OF BED (ROCK)= 2561.00 ) L z ` GRATE= 2565.38 GRATE= 2566.69 RIM= 2566.45t MATCH SIDEWALK 0 " L N ° 95 LF 12 PVC (PERFORATED) ( ) U o 12" INV. IN= 2563.15 " 12" INV. IN= 2564.30 12" INV. IN= 2563.30 (FROM DI#15) a \ I " 0 S=0.00% (FROM MH#3.2) " 12 INV. OUT= 2563.05 95 LF 18" PVC (TOP-HALF PERFORATED) 12 INV. OUT= 2564.20 TOP OF BAFFLE OUT= 2563.20 IZ0 8N 4.75 LF OF 1Z" AWWA C-900 PVC S=0.00% (FROM SG#5) 7.83 LF OF 12" AWWA C-900 PVC 18" INV. OUT-= 2562.45 (TO SB#3C) Q V a `\ \ 0 S=-1.05% TO MH#3.1 @ S=-1.287. TO MH#3.3 22.45 LF 18 PVC 0 S=-0.00% TO SB#3G 18 cl 11 \ GROUNDWATER= 2561.0t 18" INV. 0 SB#2= 2562.45 a y Q(25)= 0.93 cfs V(25)= 1254 cf Q(25)= 0.44 cfs V(25)= 596 cf ` 3 Q(100)= 1.30 cfs V(100)= 1745 cf (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) Q(100)= 0.62 cfs V(100)= 829 cf c \ \.. SB#3C Z o 0 E a�, I SEEPAGE BED PER ACHD STD. DWG., BMP 21 = a Q/�, tqq U C C N O _ MH#3.1 MH#3.3 1001, 23.5W, 3.7'D o= s 26.25 RT TOP OF BED ROCK = 2564.70 Q-. STA. 25+00.00, 23.17' LT STA. 30+30.00, ( )- �„i � 3•�.� o y - \ 23 00 48 0 MANHOLE, SHALLOW MANHOLE 4$ 0 MANHOLE, SHALLOW MANHOLE BOTTOM OF BED (ROCK)= 2561.00 `s 4 o TYPE 1 - RAISED INVERT TYPE I - RAISED INVERT 94 LF 18 PVC (TOP -HALF PERFORATED) W a \\ 20 ISPWC SD-615A W/ 2' SUMP ISPWC SD-615A W/ 2' SUMP 0 S=0.00% FROM SG 7 DI 15 / RIM= 2565.75f (MATCH SIDEWALK) RIM= 2567.11 t (MATCH SIDEWALK) o y 3 STA= 23+98.65 12 INV. IN= 2563.00 (FROM DI#12) 12 INV. IN= 2564.10 (FROM DI#14) GROUNDWATER= 2561.0t , o o \ -WHITE p \:,o,\ " ta,��= o Z GRATE= 2565.94 12 INV. OUT= 2563.25 (OVERFLOW TO MH#3.2) 12 INV. OUT= 2564.00 (TO SG#6) � oee =_ IN �o� �� \\ l TBC= 2566.42 7.93 LF 12" AWWA C-900 PVC 14.69 LF 12" PVC ® S=-0.6$% TO SG#6 (SEE SHEET DT-2 FOR SEEPAGE BED DETAILS) \'I \ 0 S=-1.26% TO MH#3.2 12" INV. OUT= 2564.40 (OVERFLOW TO SB#3B)12" INV. OUT= 2562.90 (TO SG#5) 25.51 LF 12" PVC 0 S=-0.78% TO SB#3B <000�<IIALVolE -r 7.3 LF 12 AWWA - 2 A C-900 P 2564.20 VC 1 INV. SB 3c� I # 5 100' 0S=-1.37% TO SG#5 6 - 24.24 RT IN MH OF 9 G$ N SG#5 STA-30+47.74, ( ) I \ \\ STA. 25+11.32, 23.17' LT (IN MH) 1000-GALLON SAND AND GREASE TRAP l�N segos °O 6"PIRR 24+ .63 <, / 1000-GALLON SAND AND GREASE TRAP (TRAFFIC RATED) WITH 20 BAFFLE SPACING (TRAFFIC RATED) WITH 20" BAFFLE SPACING RIM= 2567.15t (MATCH SIDEWALK) 22.45 LF 18" PVG RIM= 2565.80t (MATCH SIDEWALK) 12" INV. IN= 2563.90 (FROM MH#3.3) m o 94.00 LF 18" PVC 0 0.00% " '\\ 12/" INV. tN= 2562.SQ (FROM MH#3.1) TOP OF BAFFLE OUT= 2563:80 Z w z E 0.00% SG#7-IN @20 LF 8.33%12 PV \\ \ \ \ \ \\\\\ TOP OF BAFFLE OUT= 2562.70 18" INV. OUT 2563.05 (TO SB#3B) o w � STA=23+98.69 I \ \\ ` 8" INV. OUT= 2561.95 (TO SB#3A) 15.65 LF 18" PVC 0 S=-0.00% TO SB#3B � w N W 13 \ \ \ \ \ " " �Y _ I RIM- 2566.45 M 3A "' " �T y�TF ��.\ 10.75 LF 18 PVC ® S--0.00% fi0 SB#3A 18 INV. � SB#3B= 2563.05 z 15.33 LF 1 Z PVC o9 D 0 MW 3E \ N\ 18" INV. 0 SB#3A= 2561.95 ti ¢ z \\\ " STA=24+88.07 MH#3.1 95.00 LF 12" PVC \ \ \\\\\ S 3B o " z 7.93 LF 12 AWWA RIM- 2565.82 STA=25+00.00 ® 0 00% �yY#3B ��\\ W - " o W o - SEEPAGE BED PER ACHD STD. DWG., BMP 21 J n z ^� C-900 PVC ® 1.26% RIM= 2565.75 \ \ 'LET 21 `� , , "' o N Z o DI#11 54L, 29.5W, 4D o 3ZZ STA= 25+00.00 \ \ \ \\\ TOP OF BED (ROCK)= 2565.70 a z m / \ = �G - '� ' \ BOTTOM OF BED ROCK 2561.70 GRATE= 2565.38 " - � ..�. \ " ( ) � o Z / clf _ 7.32 LF 12 AWWA M \ \ \ \ TBC= 2565. 5 - \ \ G 6 (PERFORATED)<� LF 12 PVC PER RA ED ./j 4$ ( � C-900 PVC 0 1.37% SB#3A \ \`\ '� / ( ) 14 29.84 LF 12" AWWA o ---- - _ \ \ \ \ \Tom\ \ \\ 1 5=0.00% (F C-900 Pvc 0 0.50% t I 101'_ " ROM MH#3.3) I 48 LF 18 PVC (TOP-HALF PERFORATED) a3 o ¢ DI#12 \ \\\ ® S=0.00% (FROM SG#6) a STA= 25+00.00 - \ i I " w 10.75 LF 18 PVC 95.00 LF 1$ PVC \ \ 01, GRATE- 2565.38 �-- I - ® o.oa% �109 � �\\\� / GROUNDWATER= 2561.Ot � TBC= 2565.65 >- 0 0.00% \� \ Cc \ \ I H T FOR SEEPAGE BED DETAILS) -oo N(SEE SHEET D 2 SG 5-IN 22 ( S ET w x I STA-25+1 1.32 \ \\ W w o " RIM= 2565.80 C� 5 \ \\\ _ 4.75 LF 12 AWWA aI ��0 \ �`\\ \ C-900 PVC 0 1.05% o a Q15 Qao 26 00 f ' 24 �„ \\ \ O o I T p O/� \ \ 9� \\ cz C` 0 25 R ----- w 00 0 h z MONITORING WELLS \ \ \ J N c 26 T 0 O d ��\\ \ \\ CONTROL POINTS NORTHING EASTING 23 \ NE CORNER SECTION 35 723021.82 2449419.52 I - I 16 . 26+ .62 E CORNER SECTION 35 720387.14 2449408.28 I 27 \ MONITORING WELLS DI 14 \ \ N0. NORTHING FASTING \ \ STA= 30+30.00 \ MW#3A 720791.2 2448260.4 GRATE= 2566.69 \ \ \ M W#3B 720773.6 2448372.7 TBC= 2566.96 \ \ 4 MW#3C 720 72 3 2448606.4 \ 414. 448 0 29.84 LF 12 AWWA I 28 �� MW 3D 720 1 2 558. _ 0 13 # # - \ �. \ ti , : 0 z 3 7 0853. 44 2 .7-�. MW E 2 3 2 8 22 C 900 PVC � 0.67% STA- 30+30A0 f I l GRATE= 2566.69 \ \ MW#3F 720878.8 2448103.9 '!� m _ \ o31 o N TBC= 2566.96 \ \ \\ \ I rOB_ - o W. MARA Y DR. oCIL \ _ � � _ _ \ \ M = MONITORING WELL � t " \ \ W R t .- • N 14.69 LF 12 PVC - _ .� \00 PER ACHD SUPPLEMENT TO THE ISPWC SD-627. �i z \ •- ..:. :. ..: : 0.68% oo LOT 21 w - ��. A. -- ... - p p• Pj�. \ 4 17 ® \ \ z Q 9 *� SG 6-IN I '^ \ " :.a. STA=30+48.11 , ' \ ♦ v� C) 7.83 LF 12 AWWA .a RIM= 2567.18 29Lfi r C-900 PVC 0 1.28% ry- �' \ \ \ / z E- o �j STA=30+30.00 o _ - / :. MW 3C �o 0 F- 0 RIM= 2567.11 # �\ ' b.. \ \ �t A " llu _ to " qw U Cn \ 7 15 65 LF PVC \ M \ 25.57 LF 12 PVC \R - \ ` \ \ 0 0.78% 0 0.00% q�qy 18 19 20 \ 21 OR \ \ fY I _ \ \ \\ ACHD NOTES. o _ \ " I I X \ 1. ALL TREES MUST BE OFFSET A MINIMUM OF 10 FEET FROM ALL STORM DRAIN z 48.00 LF 12 PVC �, " ^R o° 30 \\ FACILITIES. 8 \ m 48.00 LF 18 PVC • ti 0 o fn I 9 ! I ` \ \ 22 � `� 2. SAND AND GREASE TRAPS SHALL BE IN COMPLIANCE WITH ACHD STORMWATER DESIGN \ ! 23 \ � MW 3D MANUAL BMP 01. r- o _ SCAL E 1 --40 1 .:.a � L ( 1 6 PIRR . (` u- _ _ 6 PIRR - » 3. ELECTRONIC MARKERS ARE REQUIRED ON EACH CORNER OF UNDERGROUND 6 PIRR 0 -- -- --- - - - INFILTRATION SYSTEMS. CONTRACTOR SHAM COORDINATE WITH ACHD INSPECTION FOR ' W DWG.DATE 07/11/17 f: _ I - ------------------------------------------------®-- __ _____ - - - - ---____________________________- SUPPLYING THE DEVICES. E S PRIOR TO ACKFlWNG ACHD IS CURRENTLY _ _______ _ _ _----A- --- � -- � PLACEMENT 0 MARK Z 0 PROJ NO 160811 ------------------------------------- _ _ - - - - - - - ---- -----'- _--------T ---- --- ----- ----------`--------------------- o a. SHEET 5 OF 11 F_ -�-- - a. C a l `x BM IA2 -� m Q SD- 1 EL=2567.93 LL Z 0 /SHEETS/160811-SD.DWG (D (O0 >, -'O oa,a � 2 �, o �0N ao � 8 & L V �' '�a�N O V` L N+' O to N+. W N V C 0, y yam,. Q L- Q y m Q 0.2 0 �O �QV �N �_ � 1_ 40 20 0 40 80 120 v 0 - Jr ^ a SCALE IN FEET N,, E 2•C C a 5 � =i ,- VJ W �Q� STREET NOTES: Q O C Q_ N N = -- 0 N I \\. �� i \ � \ �T v : 1. MINIMUM 2' ASPHALT CUT LINE. ALL ASPHALT REPAIR SHALL MEET UK STANDARD DRAWINGS, SD-301. SD-303 N U o 41 0 = a� z \ �✓ / / \ \ ' ' �: AND SD-M. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET .� C a -.. 0 C, /� // \ 3 PAVEMENT SECTION OR USE THE FOLLOWING: 2 1/2" OF ASPHALT, 4" OF 3/4" CRUSH@ AGGREGATE AND 12` OF � E E 11 u y`��• 3 C cc a �I. \ 7 -. / \ h :`f 6 MINUS PCfRUN. Q� Q. o,a o+ a BLACK 4 l 0 > � o � toc I 22+20.23t \\ �jx 1 -_ `� ' / \.:- \ ' m tr o o a�., m �`I �s6 TBC=2567.35t >\:. R 1 BLOCK 6 \ 2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN. COORDINATE ALL WORK I 6 FL=2567Att WITH UT1LIUlY COMPANif INCLUDING BUT NOT LIMITED TO IDAHO POWER CO:, INTERMOUNTAIN GAS CO., „._ ?s6 :_ MATCH EXISTING `• •'- \ 2 I CABLE ONE AND CENTURY LINK TELEPHONE. •°:: .. \ \ - - / � � � ._.. _..- .r -_.``�.:'\ B/ J I° 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING W Z = �•_ `'�s6s __- ____-- j / 8' f \. �•: ' CK 6 DRAWINGS. THE CONTRACTOR SHAD. DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE O Q c TM o \ I I. -- -� .. � \ - / \:• .<\ COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS LL - f a•o o g �: : �� ` \ \ \'. \ \:.-:�. 4" ' FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG �" " 5 a= N - ` : I r \ _4`:"- p�RR 1. LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. 0 (.� `�' ' 3 0 I � ' ' It I I I N2 22+50... �_ \ \ \ . \ \\'� ,� N o_8 �s :.....>. `�56� / �'. I I I 2567.01 "' \ �\�` -•\ • -'t_'.',:• - 4. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE g o a o 2 o y \ / ' �1J k I 11 / a � 9 \tea• TWW _ \ WITH ADA STANDARDS. THE CROSS SLOPE OF ALL PEDESTRIAN HANDICAP RAMPS SHALL NOT BE GREATER 3-2 o °= \\____________ AS 22+20.23t \ \ \. .. / \ \ ( 1.53C SLOPE AS A REMINDER, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0�; THERE ARE NO 0 F_ § �N = = o I ::..._ 1: ------ ______________ _ \ \ �4 \ :.\+ I - - �. ALL o o -_ \\ -- � TBC 2567 23t ,_._... 22+95 FL ,� \ \ 'TOT ERAN OWED ` _ 4., �\ : . '-: : '•._.,2564 - ''•MATCH DUSTING \ \' \ \� :a. / \R \ - ... o T' i Q� Z I:• 2566.77 C2 ~\ \ \` / '\ 5. SEE SHEET SD-1 AND SD-2 FOR STORM DRAIN DATA AND ELEVATIONS. 0,, 0 v, 22+50 _ \... \ --_ \ \ \ ` d U - -•,..� 23+00-. G2 '\ \\ p \\ ::.'� / \ \.-• ° 6. CONSTRUCT PEDESTRIAN RAMPS PER ACHD SUPPLEMENT TO {SPWC SD-712H WITH TRUNCATED DOMES SIMILAR TO o a�, �' cr ' 2566.95 YC �\ \ / LSPWC SD-7t2. DOMES SHALL BE RIGID INSERTS WEf-SET INTO CONCRETE (CONCRETE STAMP & ADHESIVE -o N o o I a.. `�� a; '� \ GQ D \\ \:.. \ 1 O \ '.\ MATS NOT ALLOW@) AND SW1U1. . BE COLORED 'TRAFFIC YELLOW. PEDESTRIAN RAMPS MUST MEET THE LATEST ADA _ `_ c 3 C. c-(n - -.. 23+28.08 L ?v - \ 2566.80 VC 23 . AND Kx/IWSI A-117.1 REQUIREMENTS. c N U ` •\ .. �. e / � �o � \ 7. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE = T \i , - E o°'Q.c \ RE-EXCAVATED TO NATNE SOIL ANO BACKFlLL@ WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE f+ s - :. . \ I \ : ...... \ \. \.. ''. . . :._:; : ::::::::::::::::-.:::::........ o \ o EATS FOR ENgNEf7tED FILL PER ISPWC _ - •• ... 1. _. CI CATI N A PY OF PA ON -- - . \ ..., / ................ I c O 3 t .:- '::: 'i-. i / � SPE Fl 0 S AND CO THE COM CTi TESTS. _ - - \........ .....:..:.... IN ::;:_ :.:.: \�256fi.67 VC '.• : .�\ 23+40.84 \ A ." 'Z o e _ / \ \\\ " ays 3 o N d /// [�, fl11 N N N `l C WHITE DEN :::.-....-- �a�\\c;,� \ 2sss.73 vC �".:'\. \ \ �`:.;. _ / \. o o c ..... G.. \ LOT: i21. \ :'�y \. \\ W vt o yam. oa �.;. o ?s6s �>p;:::::::::: 2566.54 VC' •:: ': • . `. / '� �\ \ ai o w 72 /'. \ / ` - Q O H::: a N N \ \ \ - - U 1. E . �� Z : ..::.:>: _: :,. �' w-u &.�:; -. EXISTING 48 RC `: \: ' ?I ».<: :._ .� \\ 24+oz 57 P \ - : \ \ �\ , / STRUCTURAL FILL NOTE. N \ \ o - 23+ss.39 C1 �. 25ss.3s vC :':'•• : WITH HEADWALLS / ``\\ `\ \ \\- F I !' 2566 42 VC " I _ \\ \�G a�a ': / 18 \ \ \ \ - I 1. IN BUILDABLE LOTS THAT REQUIRE ALL OVER 1-FOOT DEEP THE CONTRACTOR SHALT. STRIP EXISTING GROUND AND \\\ \ \\ \ \ �` :<\ / BACKFILL WITH STRUCTURAL FILL TO 95X STANDARD PROCTOR IN 1-F007 MAXIMUM LIFTS. COMPACTKN TESTING O11A1, :::=. '� \ \\ \ _ / `: ,\ :•. \\,.- / AND INSPECTION SHALL BE PERFORMED BY A TESTING LABORATORY QUALIFIED TO PERFORM SUCH INSPECTIONS. S� ��V :: : : _ : : _ ___q I- `� I- - - - - - - - - 4 :.. . , : . \\ ` .. / ._ '. ... COMPACTION TEST RESULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING �ZSTE l o \ BLOCK 5 / \ \ \...-:\v / f I PERMITS, AND TO ENGINEERING SOLUTIONS AS TESTS ARE PERFORMED. OTC 4� d � H 24+05.53 24+ 63 :PARR 256fi.37 VC : `\ '�. / \\ \ \<: / I I : 24+09.32IN :'• ; ��. . . .. \ `� / zs 256635 YC t6\ / 17�• / I 10 2 \ -< O �,. _ \ a "1 17- I}, 24+24a 'W h t �� / \ \ 6 / \ I I rt�` 6 ., -C4 C4- s-�.z s .z7 vc 5 fi ..• 1 6�"' 24+29.71 4r_::;` :._:..:;2S5y ~`2-..~:•-:::,_�� `::'.. / \. \ \ \ `::'� 4�T T�, I �, 5 I 2 +24.71 �::•.:.:-,._. ��r � „ _ / \ . \ \'�_ I �.s -. __ !� l 2566.03 - .H :-.: : :--, : e / e _ 0�..- o _ 16 / / ACHD NOTES: - \ \ \ • 24+29.71 \ h I` �.\ \ ! m 0 Q w J "::: 1 _ 2 2 J .[[ \ I R ' 2566.03 ;: ::::::::::=::-- : ....I.:::-::::::: �\ s6� : \ \ t. ALL TREES MUST BE OFFSET A MINIMUM OF 40 FEET FROM ALL STORM DRAIN FACILITIES w \ Z AS AS1. \ \:: o w3� ...........___....................... :: / \ .; \ ¢ w {� J V W �4 z \\\\\ W m _ ''1 - \ o CK 2 + I / I x 4 79 32 '��. • ::\ \. 4 w 2 . / r . , I _ 15 2565.65 565' -: \\\ ��\ \:...............��. . N . / a Z o LOW POINT s: :s€r-€;::;..:. .._....--_.. -.... 25+00 _..._ ..__._....._....... .:::.-:.-.:-::.. ___1 t _ yk��x I-- I d .. - c� �- _- " - :' / Q Z l LOW POINT - - : :I Z GO \. J 1 4. W �O :\ O ..........._.................. ................................ f - 66' .. STREET KEYNOTE ITEM LIST z N o 5 w o 8. z 2 7. �.^4 z z w - w K i tr - ..25+ 9 32 \ - - 2 A w .is / D IP110N - r I1E61 ESCR•-\ w 4 oc 1 9 w 3 I ti� `i m I \ m 2565.73 - ti w 0.� _! \ N I- _ J o ?5 / Z 6 - -.. 6 CO O w Z I �� 25 65 85 h o O ..-.-.. U CAL CU D P HD S TO i PWG SD 7 z CANSTR CT CONCR RB AN G ER AC UPPLEMENT S Ot.\ �\ ETE VER1I UTTER- C1 z �P c> x \ \ /r '. . . �\ • L2 2566 ,-•.:••. :-.:-..''.:•.-.- .-:.-: \ \ :::"� ..... \ �' ......- o C2 CONSTRUCT CONCRETE ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWG SD-702. 1. \\ \ \ :h- -. ,�:.:: :\ \ :ti: a ::' '� a o �\ . \� N U v CONSTRUCT CURB TRANSITION, VERTICAL CURB TO ROLLED CURB.50 OW LL@ R _, ( / o 9 \ C 4 rn 5 _ .. \ D 1 0 22 \ SEE SHEEP T FOR DETAIL 2 I O 00 \ \.. I B w "'""` "= . .. - - CONSTRUCT 5 ATTACHED SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD 709. SEE SHEET DT-1 FOR DETAIL afto I 3.5 5 SW �.::- ::.:•., \. \: . AS sTR LEM ;ft _ cv - ................. .....-- :.., �. ..- \ �'.: , TYP. ................I.,...-..... ...,. .. .:: >::_:::::>:::;::;;::. � - -.-.'. ,_ :::::::25 " :::: .. �, - N ao TYP..;:.' 25 65�2 :..:..:......... ..... \..,,_.. / / �\. \ \ - VG CONSTRUCT 4 VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD 708. r,� 67 5. .- Co I : :. �� 26 00 ............. :.._.........._ ::.:::;::':r.- ..:::::::.,.. .. :::::::_ !� �. 9 I : y:' , 1 - <is:: '=::;:;:.: ".•-• :::':: :'-.. -. B3 REMOVE AND DISPOSE OR RE USE EXISTING BARRICADE. 25+94.32 6 p� :.::::,' :- \:::::_.:..: s:? 4p " 2 6 w x : *. 16.5 16.5 N 24 ;: : <: :<>::::.:.. ::::::::::::•::::.- " ..-.. -, / \`:: ° f I INSTALL CITY OF MERIDIAN TYPE I STREET UGHT. I :1 2. \ ER f- s Cp:T, '. I.,: S . \ _ 00 : aIIIIIIIIIIIIII ..............2565-._.._. 6 _ - ":•\RQ/ :•:: :-: :.•.. \\ : \'\ \ CONCRETE t0 WIDE DRIVEWAY APPROACH Wfni ACHD APPROVED TRUNCATED DOMES AND SHALL BE CONSTRUCTED PER AC D ;-ft O rn 6+1 .3 :=:=: '-:-. ,'t. SUPPLEMENTAL TO ISPWC SD-7t0. DRVEWAY APPROACH MUST MEET THE LATEST ADA AND ACC ANSI A-t 17.t REQUIREMENTS. -o ,Y _ \ . 1 1. x : ::\ 2566.13 4 •. Q 5•. 5. a d I 2 . . rz < - M _ ::::r-s: ::::::t:. 4 :> CONCRETE 12 WIDE DRVEWAY APPROACH SHALL BE CONSTRUCTED PER ACHD SUPPLEMENTAL TO ISPWC SD-710. 26+48.85 BK. - ` o I: : 2566.......... _. ...... s > -<?:::.:. \::::: ::. :.. :: -.;_.;. '• 12 - 0+00 AH RT 23 ° 00 Q DRIVEWAY APPROACH MUST MEET THE LATEST ADA AND I / SI A-117 1 REQUIREMENTS. -::::... \ tY x - �`= =: . I . 6 -:'-:\ 09 CC AN U LLJ IN o 25 6.25 2 26 `.':\ 6 :. :.. ::•. ....-.... ti ._...... "'S6.\ 2 Z : N I : : ..._.......t6.� Q� 26+ .62 2566.27 -•''...- ' :.. �'='�� CONCRETE t4 WIDE DRVEWAY APPROACH WITH ACHD APPROVED TRUNCATED DOMES AND SHALL BE CONSTRUCT@ PER ACHD �. I �A GRD BRK 6c._ .:.:.. -- ::::: sa: 14 SUPPLEMENTAL TO ISPWC SD-710. DRIVEWAY APPROACH MUST MEET THE LATEST ADA AND ICC ANSI A-itl.t REQUIREMENTS. a� s - \ / O� B c _ _9 "..` ::3- :i:=i<:=:::. :;.....:;•.. �: / / Cam! O + 9 0 27 48 3 I h0+19.01 4\:. ''--• 1 . 2 5.• E t0 MA iSTIN 29+ 71 0 . GRADE 12 WIDE ACCESS AND MNNTENANC ROAD TCH EX G 56. • 5-• ti 2 6 56 I . - R 6 .'i 2566. 8 s`s:::r.;;: _:':::. '-7 8+96.67 2 6 6 8 1 . �. / 1 OF S t GA STR 71 4468 AND TODD 90-OOt/ COORD HATE WORK WITH MACK MYERS ETTLERS RRI TION DI ACT 8 I .•� h -66. 9 '- ALL AMYX Fl 2 7 GRD RK 2 B 2567.38A -\ AS 28+36.67 HIGH POINT 9+ 37. ... �s GRD BRK 2 52 6 ..._. 567.14 30 16.40 ,� -- VG 2 + e 2567.3a 5�. \ \ 4. p 2 :: \ \ +,� i CONSTRUCT t0 WIDE PAVED PEDESTRIAN PATHWAY. SEE DETAIL ON SHEET DT-1. s o - \ \� I Z. 2567.02 sQ `� 2:. :. .2� .. 0 . PATHWAY SHALL MEET THE LATEST ADA AND ICC ANSI A-117.1 REQUIREMENTS. 30+66.78 X,._.. 10 / ..:: \'. >:s>;.% s s C2 \ . \ COORDINATE ALL WORK TODD AMYX 890 0011 . ,5......... 2567.07 N-::::. WITH �' • - \ \ -. / / ( ) 2566.90 -a . --.\ -• 30 30 \ \ ,\W. D BRK. r7 CAY D R. _ C 2 0 a4 ACHD TO MH 3.2 AS SHOWN. '• • '•:..:-... ..,, - h •-'"•••. _. o `''-. ' . .:•-. 2566.96 56''`'. ''.:'.\�-..\ \ \,;-. a CONSTRUCT 14 WIDE PAVED ROAD FOR ACCESS �'' - � r - : z '' 14 '' - LOW POINT <2.. \. \'. 10 COORDINATE ALL WORK WITH TODD AMYX 890-001 t . cc cvz �� ( )::::::: fL 4t <, `. 2 r\ + 5 N S 6 _ L2 C2 :;:=. 11 N .. `, - Y TRANSITION B GUTTER AND SIDEWALK ALONG CURVE TO MATCH END OF EXISTING STREET SECTION . WATERSONG W 0+82.66: �k -.- o :; `e:..._., \. N 1 CUR (N A ) : ---►. . . , ,. tj Q a o 1. � x �. - LOLL �:1:':•::��-. s 2567.t3. C1C \'.� -<► i O 8. ..� °,._.... .._.. .- ^� -'� - - ,� '-.. 30+86.40 _'''��• �. a T R UNCOMPAC � H H POINT,-. ``..:\: CONTRACTOR SHALL IXCAYATE EXISTING TEMPORARY POND OR DRAIN DfTCH AS NEEDED 0 EMOVE ALL TED O x:. 6 h c rn ...... - :i 6- e - 2 7.1 �Q, 9 T 01 as �C' : 5 . CO OR SHALL HAVE AN INDEPENDENT SOILS •- � D UNSUITABLE MATERIALS SO STRUCTURAL ALL CAN BE PLACED TRACTOR 1 AN LE ::� J _ .:E 6 _. T _ _ 0 THE AT THE BOTTOM 0- TESTING VERIFY T UNSUITABLE MA HAVE B REMOVED D THAT MATERIAL 80 F B 7 .39 .. N TESTA CAB THAT ALL N ABLE MATERIALS BEEN AN E +48 1+5 2 AS 3 6 41 - ::::' 7 .--•.29 A .. ;>.. - O 28+45 \ z 2s+t7.t 3*2 9 F T P @ PON.+t5 EXCAVATION IS SUITABLE OR STRUCTURAL LL 0 BE LAC U 2 Fl 1. 6 . i - : ._ �...... ... .....•-:: 25 6 78 -.. � � ••-•''•�. -_ -' 2567.47" \�-`-:�'-:'•>.. b - -'�'�:? _ _ 30 53 O 9 +00. 56 ... ............ 6 S 2566.88 - N 2. . 0 0 2567.t7 2567.46 U 0 0 THIS SHEET. 2567.45 CONTRACTOR SHALL FILL EXCAVATION WITH STRUCTURAL FILL AS DESCRIBED IN THE STRUCTURAL FILL NOTE N tftj6t+t8. s 82 D BRK \. 6 GR `�. 6 57, 9� 1 4 26 0 - + 2.11 ''^^ HI P TNT v� GH 0 �``.2566.96- 2 AS s s 5 ^� - h t+6 3 80.20 2 - 6 . 7+4 .8 AH �:' 5 66 4 2 9 2 �\ 2 -•'' �:: 25 .8 4 R IF OF PI CANNOT BE REMOVED. DISPOSE EXISTING t5 RCP. PLUG END PIP WITH CONCRETE ALL THE PE EM REMOVE D SPOS OF OF E CON 3 +0 8 -� f2 0 7 6. FL-66.57,. ...- .. :•.... -....... o Q� N3 CONTRACTOR SHALL FILL WITH STRUCTURAL FILL AS DESCRIBED IN THE STRUCTURAL FILL NOTE ON THIS SHEET. O 2567.07 i O LL z ,..' GRD BRK ,. 2566.75 :...2565....:, TOg 56 b.. \ M� d i: 5,. _ t- 2 B G► Cu .'6 E N CURB TRANS. \'- 9 -,- 2 30+30 _ �/� i- •t REMOVE AND DISPOSE OF EXISTING CONCRETE HEADWALL AND PIPE TO 2 FROM FENCE. WL65 25 66.96 ?:: :\ :: V1 N4 CONTRACTOR SHALL FILL/PLUG END OF PIPE WITH CONCRETE W s LOW POINT �: F�*I - I: 1 . \. O 6 , -'� � � o • �- '�: �:;�::. . 22 '� : ... 2 CONTRACTOR SHALL FILL STRUCTURAL flLL AS DESCRIBED IN THE STRUCTURAL FILL NOTE ON THIS SHEET. 18 A. -.: NTRACT WITH h .••. Loa-.. � h / C2 co �10.:.::::::.::.::::::.. .�: : _ ::• :.:.6�0 : o ss \5 _ Z \- � z I _ _ % I 6 ::.-:�`-: ::=:=:::: :: N5 SJtWCUf AS NEEDED FOR ClF1W EDGE p Io- :j :`: ::::::. N2 .:>_.-.:._.• Ar LZ ' 32+00.19 .. :::::.-.-. _ - C� >:`_s> :_ ti ::: OG 5 .7t .:.::::-...., rya - - I- ! I A =1 6�- 2567.24 oo `. .-4``W:•. :--16a :_:::'' v k- I 30 :5- <: . w I Wit:=.\�'": ``:::::::::`::: ":::::::::::::::::... (} (n 2566 To e I I 2567.5s_ _ _ _ °:. Ff/ I •.... ................_ .- �. .. ., •,_:::.. , 23 GRD BRK N17. : ..::' :::.._.... ...2565 ..:. N3 I I,; .. o� ... ::: •-: :.. .� . BEGIN CURB TRANS. "'"'__, ?567....................................... 7C �.:::: ::::::-:::::::::::_::::"` I-- 2566 0 l '1 N1 ::_. ::::: U, A - +- .............. ---- ...... :' 32 32.82 PT R ::. :::>::-:;:;:::_;;;_�::_:.:;:._. s�--•... s -- ----�. _. - - 2 7 a 565 •- ..:• ' .. - _ - - - 5 '6 6 5 - 6 PiRR - - ....... -. - - _. Z _ _ ..._. 2567. _._....__,,_...____.... .. ... ...:-,. - 6 PARR __ ....._ ..__.::- ...-.. - - - �_ _.. - -_ ._ ................................... ''. ;-;- ___ 2566 -i "I _ - _ ---------------- ,,.--.._. `_ , ------- ?--------------- h --- - . ,-. ! �� s', S i �s er �s66?� ?s66s� )F?sus-� ---- --------- 1s6j------- 32+35.79-- - 35 6 - --32+36.29 ----- �� 6�.: r L1. _ __ _�� _____------------ _..... �,- �2 2567.95t ''} 7 9, ' 2s�o�- ' ti� _ T_ 1» 4 --------------- ----------------- ----- -------------- --------------------------- 256796t EP-67.46f ---------------------------------\ -------------MATCH EXISTING_-- :: 1 17,7 -MATCH EXISTING ------------------ ---= ----_� --_ ,e_WACHEX/ST. ----- SCALE H0R(ZO .. --- --__ ------------------- d I I :.,i / _ _ _ T - _ dfATCH EXIST O r rr i I I ��- 50' OW BM#� - �- - - - -` r - DWG.DATE 07 11 17 I i I I I �y 01 S2567.9 MCK OF SIDEWALK J jI ;II I!:,-,,,I, PROJ. NQ. 160811 I , I I I Zo - ' -T - --- - - __ _ _ _ I I I I I � 'I 0- SHEET 2 OF 11 - _ I ..: I o I[� i i I o `- N m I 1 I I I WQ '. I I Q w i�� 1_1 I I I I I ST. 1 .11 z i r_11 I ° Z a L I � I I I I I I I I SHEETS 160$11-ST.DWG U N N 1 U � C N.n C N L nca u 00 N .a > (U y _ C (V g p LLM'' Q..'5 a n a c IS-2 > �� L N 6 N N +-+ , +/^�+ N >•c O > > O U to a c c aNi Lo 40 20 0 40 80 120 U N T" a 4'0 O SCALE IN FEET Q U) c: HORIZONTAL SCALE /N ULLJ ° z co -0as O N V.-• O O u> C > U /1 ^ 0:: E -0N a0In i Q 4 2 0 4 8 12 L.L ToO� T m w U O.'_-+ U-W m a C Uj T a a-0 SCALE IN FEET a m z E VERTICAL SCALE 0� Z N 00 Ud�d zs a LL oa S E a d WaA'rr'' li O O a O rL+ O ^ w' vI N C C Q i.i. I� Z OCL /� - d a N (�(] O d C O U O N � v;•- a y ci o N G 0 3 h o•-<n U � d N• z 2 Q O C C h U 3 O C C N v=v— > Ua• M N 3 w a �5CL N 3 21 20 21 60 22 00 22 40 22 80 23 20 23 60 24 00 24 40 24 80 25 20 25 60 26 00 26 40 26 80 27 20 27 60 28 00 28 40 28 80 29 20 29 60 30 00 30 40 30 80 31 20 31 60 32 00 32 40 32 80 w � � doa 2584 2584 \N� d ooaN�� o d d O O ✓ y N N tr N > O d f-•too E! Z a.�5 Z 258 2580 �s to 6360 257 2576 �l OF 1� G STg�S APPROX. GRADE APPROX. GRADE o ,r, o OF ACCESS ROAD o m w F ACCESS RO a M z Y W p z M , CHASE 2 CONS .� o co Y co • to N 257 0 �. c.� PHASE 2 CON .) cs z N h N Co 0 0 h� M X o W'o 3o X N h r 2572 cs q- }- cD N M M O tC M h N owNo N w i L0 � M co Y oo to + M -� to + N L7 M 2 to n ¢ J UN N L6 t� � M + N N 11 + N ►fir') N M JO F¢- II N w ¢ u Lc)N o co o + N M h = II a FINISHED GRADE ¢ w cn Z o~ w J + � � N I[ ¢ ¢ � ZZ �- w FINISHED GRAD it N N N II f- ¢ w F- N Z O N ¢ w cn V) w AT CENTER INE N J a 6- AT CENTERLINE „ fi o ¢ w N o o Now _ _ _ i ` ------- ---------- / — -- _ _ —_ — -- —— ---- 0-.6-1%256 a " ZN�wzZ_ -0O.Y q .44� U, 0.54 0.55% o�= oZz ---------- ---- --------- --------- ---------- --------- -------- W w ----__ ------- --- ---- ---------- -------- - � _ lyylq Z Sp 2564 — —_ � '— T �e `' e 0 R _—„ 2564 ORIGINAL GROUND wlsleev b f �, j 6 C�8G0 ORIGINAL GROUND J o AT CENTERUNE 1 w/sleeve AT CENTERLINE -+ o I ' � F- M I ' L 14- cn (nM o 256 2560 ® 00 CI D 48 RCP W �® ry o a INV.=58.40 w (n Q po O — o 255 2556 ® Q co ro wag0 0 rn � Fx� 00 N COOL RIVER WAY W. MARACAY DRIVE N. WATERSONG WA W z :2 CN rn C 255 L552 L+- 1 , w w w w w w w w w w tl w w w w w w 22 22, 22, 22, 22, 22 � Li � w I I � I i t I I i t I I � I I I I I I t I I I I I f � I I { I I I k i i I I � f i t I t � t i t I I I I � 1 a� O O O oo N M rt O rn h N to N h M rn rn h M o� O M Ul h r� co d- r O co co C� to t7 O t` � N O op ao O *— N d 1� rn O N M Ul co cD � "� rr t6 co a rr cD �o i co h h h '� w co (6 ca '� �o Lo � Lo 'n Z co co co co co co h h a` h ri t` h ri h h h co � co cD � co � co � co � co � co co � co co co co �� co � co � co � to � to to � to co to co � co � co � co N Lo N L N L N L N L N L N V N Lo N Lo N � N N L N L0 N L N Lo N N Lo N L0 N Lo N u') N U1 N 1 N L0 N In N Lo N Lo NLo N N N N N N N N N N N N N N cV N N CV N N N N N N N cV N 21 +60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31 +20 31 +60 32+00 32+40 w Z LLJ Z u- � Oz 0 r--� F- o ELLJ 4 o rr W v) V) W � U) A � z 0 SCALE 1"=40' 1"=4' I` LL HORIZ VERT DWG.DATE 07/11/17 Z O PROD. No. 160811 OD 0- SHEET 3 OF 11 Q LLi 0 Q 0 � ST-2 LL Z 0 /SHEETS/160811-ST-MUM STANDARD ABBREVIATIONS _ , i L = c E ABS Ac lonitrile-Butodiene-St rene �-- _ i i i i i i i i i i ' "-- -- -1 Q O C � rY Y CONST Construct, Construction EM Electric Meter HDPE High Density Polyethylene N Northing R Radius SPRK Sprinkler - ___� ___�___�___L___�___�___� i a ABAN Abandon �� i ' i - (L ++ a y o aI COORD Coordinate ENGR Engineer, Engineering HORIZ Horizontal NO. Number R/W Right-of-Way SS Sanitary Sewer r �_ W. TENERO ST. �� i ' ' i C G- U b E AC Asphalt Concrete CTV EP Ede of Pavement HP High Point OHP Overhead Power RCP Reinforced Concrete Pie STA Station r r T`-T---r---T---T---T'--T r---T-"T- i i ' _ � o Cable Television 9 9 P ACP Asbestos Cement Pipe CY EASE Easement INV Invert PC Point of Curvature REF Reference STD Standard i r� i� ' ' ' ' '1 � ' ' T- Q : =a , Cubic Yard i i i i i i i i i ( 4-1 �C a > 6 AH Ahead i i i i i i i i i i I i i i i i i Q. N a.. �, o> o DBL Double EVC End of Vertical Curve IP Iron Pipe P.C.C. Portland Cement Concrete RL Roof Line SVC Supered Vertical Curb ALT Alternate �->> i i i i i i ' t i C 2 o a�, DI Drop Inlet EXIST Existing IRR Irrigation PCC Point of Compound Curvature RR Railroad SW Sidewalk -L i i i i iQi i i i i i U BC Beginning of Curve P 7-- --__ i i i i Q E a= i'.- ? v DIA Diameter FG Finished Grade ISPWC Idaho Standards For Public PCVC Point of Compound Vertical Curve Rt Right SY Square Yard r _ U 0 o o, BCR Beginning of Curb Return Dip FH Fire Hydrant Works Construction PE Polyethylene S Sloe TAN Tangent rr a ¢ g�K �, o Ductile Iron Pipe YP 9 g�K BK Back r i G( -'-' w= BURN DW Driveway FL Flow Line L Length PIRR Pressurized Irrigation SB Seepage Bed TC Top of Curb r 3 2 t = 7 6 5 4 3 2 t 0 9 8 7 i N a N a ¢$ o BM Bench mark y DWG Drawing FTG Footing LB Pound PL Property line SD Storm Drain TEL Telephone r 4 \ I Z s BVC Beginning of Vertical Curve 9 r \\� J` LI I I I I I I I l L L- 0 _ BW Back of Walk E Easting FS Finished Surface LF Linear Foot POC Point on Curve SDR Standard Thermoplastic Pipe TOPO Topography " _ L_ l I _J'_ �` Each GALV Galvanized LP Low Point POT Point on Tangent Dimension Ratio TRANS Transition i Q _ 0 3 - N CB Catch Basin z W. ASTONTE ST. i a �_ it EC End of Curve GB Grade Break LT Left PP Power Pole SEC Section TYP Typical _ N _U a w a E•- 0 � Z cf Cubic Foot i s - 0 0 ECR End of Curb Return GIRR Gravity Irrigation MAINT Maintenance PSI Pounds per Square Inch SF Square Foot (feet) VB Valve Box `� 5 T T� I� �" o �I I T1 5 5 0� >,L C CL Centerline w i ---- I i tCS . EG Edge of Gutter GL Grade Line, Ground Line MH Manhole PT Point of Tangency SG Sand and Grease Trap VC Vertical Curb 1------- 24 o i i i i � � �, � >� � Q CO Clean-Out (Sewer) 9 GM Gas Meter MW Monitoring Well PVC Pol via I Chloride SP Signal Pole VERT Vertical i 1 2 3 4 5 6 9 w Z i i -- h�, o 0 0 �, o CONC Concrete ELEV Elevation 9 Polyvinyl 9 i GR Grade PVMT Pavement WM Water Meter g ¢ ti 7I c> _ II I I a �o°0 Q Y_ 4 m[rv�C 00 3u r�Q1 m 23 5� 8,y------ 10NOTES 18 17- N -- 7 �2 20 1 376 GENERAL CONSTRUCTION WATER EWER 2 Q 15 W b y o 14 LJ.. Z � a� y 3 _ 1. All construction work shall be done in accordance with the current version of the Idaho Standards for Public 1. Construction of the water system shall conform to the standards in the "Idaho 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (IDAPA $ I z 1 DR. 0 a= o = s Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (and any Rules for Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards 58.01.16) as well as the standards and specifications referred to in General Construction Note No. 1. �\ 9 21 W• \ 12 l\ � _��,_- I-- o H o addendums , the requirements of the Ada Count Highway District ACHD and/or the requirements of the Idaho andspecifications referred to in General Construction Note No. 1. i t 0 V - a e Transportation Department (ITD). The more stringent of an of these standards shall be the controlling 2. The horizontal separation of potable water mains and non-potable water mains (sanitary sewer, i ` B�K 6 5 W. MONUMENT ST: W = �o o a o s o p P ( ) 9 y g p p P ( ry /'� W. MONUMENT DR. standards or specifications. 2. The horizontal separation of potable water mains and non-potable water mains storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary for a potable i �� / 4 _ C _-_-_-_- 0 C (sanitary sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. water main and non-potable water main to cross with less than eighteen (18) inches of vertical -� ��\ t0 7 / 36 2 '� -- 0 ~ N = o 2. The Contractor shall have a co of the latest City of Meridian Standard Specifications and Drawings on site Where it is necessary for potable water main and non-potable water main to cross _ - (� �} = o o PY Y P 9 rY P P separation, the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules - _ 0�� 17 2 i o > at all times duringconstruction available on the website . Failure to have a current co of the Standard with less than eighteen 18 inches of vertical separation, the crossing shall be - 8 g�K 6 5 t ,�. Q, Z a o N g ( ) PY 9 ( ) P 9 for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules 11 ` BlK i e a Specifications on site could be grounds for a stop work order until the situation is resolved. constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking (IDAPA 58.01.16). \ \/ 9 �; I i i 0- O 8 o�o Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 20 10 16 Q 3 i Q (� m a o 3. The Contractor shall have plans stamped "Approved for Construction" by City of Meridian Public Works 58.01.16). 3. The horizontal separation of non-potable services and potable water services or potable water N/I' \ / P P P P W ED 19 / \ Bl.K6 11 N Department on site at all times. The use of any plans on the job without the "Approved for Construction" mains shall be a minimum of six 6 feet. Where it is necessaryfor potable water main and r R�/N /� \ / 12 3. The horizontal se ( ) 12 / ) I stamp shall be grounds for the issuance of a stop work order. separation of non-potable services and potable water services or r , 18 Li! \ /J/ 15 z 4 i r i 0 3 o non-potable water main to cross with less than eighteen (18) inches of vertical separation, the r , A7 13 z i r i „ „ _" potable water mains shall be a minimum of six (6) feet. Where it is necessary for a crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public Drinking ¢ 61K 5 17 �Zq OR ---a f �_ ,_____ ' o E 4. All Contractors, Subcontractors and Utility Contractors shall attend apre-construction conference (or an potable water main and non potable water main to cross with less than eighteen Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58.01.16). r , 13 3 21 16 14 i �'T aCZ b+ v on-site meeting with the City of Meridian Project Inspector) prior to start of work. (18) inches of vertical separation, the crossing shall be constructed in accordance �, ; 0:: z 5 O s e 1 ' ' _ �� 5 g2 is with Section 542,07 of the Idaho Rules for Public DrinkingWater Systems IDAPA 14 t5 i F a o c.- E Q 3 Y ( 4. Place sewer service lines in a six (6) inch diameter water class pipe wherever the service line - W 14 y Q 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the work is 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA 58,01.16). C) '111 5 crosses a stormwater treatment facility {i.e., seepage beds, drainage swales). 0 22 F 0� \ 6 � � �;� � ��•3 required. No work may begin on any project without Twenty Four (24) hour prior notice. 15 Q, q/ry 13 8, o �, 4. Place water service lines in a two 2 inch diameter a wherever the service line i 24 ( } pipe 5. When cover over a sewer pipe is less than three (3) feet from top of pipe to subgrade or top of � F"--- 2 6. All material furnished on, or for the project must meet the minimum requirements of the approving r 25 21 12 7 P 1 q PP 9 crosses a storm water treatment facility (i.e. seepage beds, drainage swales}. The pipe to natural ground, use 'Class 200 water pressure pipe', ASTM D 2241, SDR 21, including service t6 23 26 I i (.L� o agencies. At the request of the approving agency or the Design Engineer, Contractors shall furnish proof that pipe material used for sleeving must be impervious to contamination from petroleum lines and fittings. _ 27 8, o `w all materials installed on this project meet the specification requirements set forth in General Construction Note products and must be approved by the Idaho Department of Environmental Quality - o i o y „ o No. 1. IDEQ . _ W. MARACAY DR. 28 10 ( ) 6. The Contractor shall conduct an air pressure test and television inspection after all underground 17 / 9 $ �, utilities have been installed. - 29 i t s bThe Contractor shall provide a videotape of the inspection prior to final F N o E o 18 z 7. Work subject to approval by any governmental agency must be approved prior to (A) backfilling trenches for 5. The Contractor shall be responsible for providing continuous water service to all acceptance of the sewer. , , 19 20 21 22 i pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt paving. Work done without existing water users affected by construction. i 23 30 21 such approval does not relieve the Contractor from the responsibility of performing the work in an acceptable 7. All CCN inspections shall be completed by third party testing firm. ( , i manner. 6. All water works components shall be ANSI/NSF 61 Certified, and must meet all --------_--.L �1pNAL AWWA and standard requirements of the Idaho Rules for Public Drinking Water Systems 8. Approval and acceptance of all sewer construction will be b the Public Works Department and ' ' -� -- r -`T--TT-- , ___- I ' S G' q 9 Y PP P Y P _-1-_------ � � i i iq i i i O '� Cs1STE,�P' 'l�G 8. inspection, approval and final acceptance of all water and sewer construction shall be by the Public Works (IDAPA 58.01.08). their decision shall be final. Such inspections shall not relieve the contractor from the responsibility of -� i i F f i i �g� i i ' i T �� i i i Department, and their decision shall be final. Such inspections shall not relieve the contractor from the performing the work in an acceptable manner in accordance with the approved construction plans and r i i i i )_ i O responsibility of performing the work in an acceptable manner in accordance with the DEQ/QLPE approved 7. All water pipe and fittings shall comply with applicable portions of Division 400 of Standard Specifications and Drawings. rr , � ----�--- tL__�__� �__ 1 __�__�__�__ �� ' ' construction plans. the Supplemental Specifications and Drawings to the ISPWC. Water mains shall be / I ' r �� W. 8ELL4Q0 DR. i i i Q t4 to O AWWA C-900, or C-909, Class 150 PVC. 9. All sewer pipe shall be bell and spigot, polyvinyl chloride (PVC), SDR 35, ASTM D-3034, unless r j �____� i ` -- T--- T � I� I��? 9. An deviation from the approved plans and specifications must have the applicable agency approval in otherwise specified. All sewer pipe shall comply with applicable portions of Division 500 of the �. r 1 i l ' ' --- '�'� ?'' OF Y PP P P PP 9 Y PP P P P P Y PP P r ---- i i iZ i i writing prior to construction. 8. Five (5) feet of cover shall be provided for all water mains located in a Supplemental Specifications and Drawings to the ISPWC. ��' OS it.MAP N .5z section-line and mid section-fine road. Four (4) feet of cover shall be provided for � 10. Quantity and placement of streetlights are contingent upon the electrical design by Idaho Power Company. all other water mains. 10. Locate service lines to the points shown on the drawings or as marked by the Engineer in the The electrical contractor will be provided a street light map by the Meridian Public Works and Building field. Mark and construct service lines in accordance with Section 504 per City of Meridian ® BENCH MARKS 1 " = 200' Department, with the issuance of an Electrical Permit. �oaz � 9. Locate subsurface storm water disposal facilities (including un-lined ponds, Supplemental Specifications & Drawings to the ISPWC and Std. Dwg. SW3. The service marker shall be o Z . in lace for the final inspection. Service lines shall extend ten 10 feet beyond the right-of-way W N _ N infiltration beds and drywells} at least 25 feet from main voter lines. This requirement p P ( ) Y 9 Y >Z o 11. Take all lot dimensions, easements and certain off-site easements from the plat. where there is attached sidewalk and ten 10 feet beyond the sidewalk where there is detached DATUM USED N.A.V,.D. 88 does not apply to catch basins or sand and grease vaults. { ) Y o m =N sidewalk. Sewer service lines may be a maximum five (5) feet deep at the property line unless =w Z 12. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage 10. The Contractor shall notify the Public Works Department two (2) working days otherwise approved by City Engineer. o r w and irrigation improvements are in place and functioning. QM JAI B Z Z Z z before initial construction begins and shall also request inspection of water lines and ¢ z o g appurtenances twenty-four (24) hours in advance of backfilling. 11. The Public Works Department will inspect all public sewer construction whether within public a a o Q w 13. All Contractors working within the project boundaries are responsible for compliance with all applicable NAVD88 ELEVATION = 2568.68 NAVD88 ELEVATION = 2567.93 g o right-of-way or easement. The Contractor will notify the Public Works Department forty-eight (48) o o safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices and VERTICAL DATUM CHISLED 'X' BACK OF SIDEWALK VERTICAL DATUM CHISLED 'X' BACK OF SIDEWALK control of traffic within and around the construction area. 11. Construct, pressure-test, flush and disinfect all water distribution systems in hours prior to start of construction, and again twenty-four (24) hours prior to pouring concrete Z w N accordance with applicable portions of Section 401 of the Supplemental Specifications collars. "z PROJECT COORDS. N = 721 735.9 PROJECT COORDS. N = 720 369.3 o N Z q and Drawings to ISPWC. o Z 14. All Contractors working within the public road right-of-way are required to secure a right-of-way HORIZONTAL DATUM E = 2,448,497.0 HORIZONTAL DATUM2,448,759.6 = z Z w w E = �, construction permit from ACHD at least twenty-four (24) hours prior to any construction. 12. Maintain groundwater levels one foot (1 ) or more below the pipe invert, per ISPWC, during the W} w 3 12. The Contractor shall be responsible for locating and marking all existing service pipe laying and pipe joining operations and while making sewer taps. Clean and restore to their NAD83 ADA CO. HAR N = 721,735.9 NAD83 (ADA CO. HARM N = 720,369.3 o connections per Standard Drawing SW3. original state any ditches and storm drain facilities that are silted due to the Contractor's dewatering z 15. The locations of existing underground utilities are shown in an approximate way only. The Contractor shall HORIZONTAL DATUM E = 2,44$,497.0 HORIZONTAL DATUM � E = 2,448,759.E determine the exact location of all existing utilities before commencing work, The Contractor assumes all efforts. Bedding and pipe zone material shall be three-quarter (3/4) inch rock chips unless otherwise responsibility for any and all damages caused by his failure to exactly locate and preserve any and all 13. After installation of the water mains, the trenches shall be compacted to 95 approved.percent of maximum density to prevent further settlement. underground utilities. Contractor shall call Dig Line at 1-800-342-1585 prior to any excavation. 13. The Ada County Highway District will inspect the trench above the pipe zone in accordance with "', 0 ca o 14. The Contractor shall field-verify all valve box lid elevations to assure the lid current ACHD standards. C- i 16. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 25 feet elevations match final street grade, & that all meter lid elevations match an ui N M from water mains. This requirement does not apply to catch basins or sand and grease traps. extension of the sidewalk grade as shown on Standard Drawing W5. Contractor shall 14. Install sewer service lines prior to street improvements. ® inspect all valve risers for foreign debris and to ensure that the locking lids are free .� 00 17. Any common lot containing public water or sewer mains shall be fenced at the lot line(s). of concrete from the collar pouring operation. 15. Construct sanitary sewer manholes in accordance with Section 502 per City of Meridian 4 000 N Supplemental Specifications & Drawings to the ISPWC. ® x 18. The Contractor shall keep on site at all times the approved construction plans on which is recorded the 15. Flanged or mechanical-joint valves shall be located in the street, and fire Et O actual locations of the constructed pipe line and any other utilities encountered. The Contractor shall provide hydrants are to be centered between back of sidewalk and the right-of-way as 16. The Contractor shall test all sewer lines in accordance with Section 501 per City of Meridian SHEET INDEX I n t ^ (n Q these locations to the Design Engineer for use in the production of record drawings. shown on Standard Drawing W7. Ail gate valves shall be set as close (flange Supplemental Specifications & Drawings to the ISPWC. W. MCMILLr~1N RD Q CC connected) as possible to main line fittings. - yG2 _� o 19. ACHD will inspect all improvements which fall within ACHD right-of-way or easements including but not 17. All manholes shall be constructed to be watertight with the top of cone located within one (1) 1 OF 11 T-1 = TITLE SHEET `� F Q 2 o0 limited to storm dram construction, trench backfill procedures, road way construction and concrete work. Any 16. Upon the completion of work, the Contractor shall submit a set of "Record foot of the finished grade. The sewer Contractor shall supply all lid assemblies and the required ® `��y� ® O - ro work to be done outside of the 300' extended boundary of the project will require a separate permit through " Drawings to the Engineer. number of risers and grade rings. The sewer Contractor shall field-verify the elevation of the top of 2 OF 11 ST-1 = STREET PLAN - ACHD Construction Services Division. The Contractor will schedule on inspection, requested through ACHD 1 w o P q 9 the manhole cone to assure that all ring elevations match final street grades. Manholes may have 12 0 Construction Services, 208-387-6284, a minimum of 24 hrs. prior to construction starting. 3 OF 11 ST-2 = STREET PROFILES ® � N P g 17. The Contractor may pressure test all water lines before disinfection and flushing, inches maximum of grade rings. f qaa Z ROADWAY ft for His own benefit prior to installation of other utilities to ensure the integrity of the 4 OF 11 LIGHT = STREET LIGHT PLAN installed line. After all utilities are installed and prior to paving, the Contractor shall 18. Where concrete collars are used, the paving Contractor shall set the grade and pour the concrete , cv o 44 perform a final pressure test and finder wire continuity test with Meridian Public collars per Section 502 per City of Meridian Supplemental Specifications & Drawings to the ISPWC. The 5 OF 11 SD-1 = STORM DRAIN PLAN o n 1. All Contractors working within the public road right-of-way are required to secure a right-of-way Works Department personnel in attendance. The Contractor shall furnish all personnel paving Contractor shall contact the City of Meridian Public Works Department 24 hours prior to Ff construction permit from ACHD or ITD at least twenty-four (24) hours prior to any construction. and equipment necessary to conduct the test. Only water from the City of Meridian's pouring concrete collars. 6 OF 11 S-1 = SEWER AND WATER PLAN & PROFILE J i water system shall be used to conduct the pressure test. (N. WATERSONG WAY/ W. MARACAY DR.) - 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the pipe 19. An eccentric cone shall be used on sanitary sewer manholes greater than four (4) feet deep, with S�r� zone. 18. The most current edition of the City of Meridian Specifications and Standards the vertical wall placed on the upstream side and rotated 45 degrees. Manholes less than four (4) 7 OF 11 S-2 = SEWER AND WATER PLAN & PROFILE(N. COOL RIVER WAY) Z Book MUST be on-site at all times. A stop order can be issued if the book is not feet deep shall have concentric cones. Ld Q 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot on-site. 8 OF 11 PIRR-1 = PRESSURE IRRIGATION PLAN o improvements,outside the public right-of-way. 20. The Contractor may air test all the sewer lines after backfilling and settling of the trenches for �� o o - 19. Locate service lines to the points shown on the drawings or as marked by the his own benefit prior to the installation of the other utilities to ensure the integrity of the installed 9 OF 11 PIRR-2 PRESSURE IRRIGATION DETAILS AND NOTES Z � W ^ • 4. All construction in the public right-of-way shall conform to the current Edition of the I.S.P.W.C. and the Engineer in the field. Mark and construct service lines in accordance with Section 504 line. He shall furnish all equipment and personnel required to perform the test. The Contractor shall - O latest edition of the ACHD Supplemental Specifications. No exceptions to ACHD policy, standards, and the per City of Meridian Supplemental Specifications & Drawings to the ISPWC and Std. retest all sewer lines, in the presence of the inspector for the City of Meridian Public Works 10 OF 11 DT-1 ' STREET DETAILS z Eno C I.S.P.W.C. will be allowed unless specific written approval is granted prior to construction of any improvements. Dwg. SW3. The service marker shall be in place for the final inspection. Service lines Department, after all utilities have been installed and prior to installation of the street surfacing. The m 11 OF 11 DT-2 = STORM DRAIN DETAILS =r !� shall extend ten (10) feet beyond the (ght-of-way where there is attached sidewalk Contractor shall schedule with City of Meridian Public Works Department a minimum of 24 hours prior 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street grades. and ten (10) feet beyond the sidewalk where there is detached sidewalk. to the retest. z W Ll.l 0 iZi 6. Ada County Highway District will inspect and approve all storm drainage improvements. Meridian Public Works 21. Upon the completion of work, the Contractor shall submit a set of "Record Drawings" to the Of� O will inspect storm drainage improvements serving private roads, parking lots and other paving improvements Engineer. outside the public right-of--way. Q �♦ Z 00 STREET PLANT LEGEND 22. The Contractor shall be responsible for locating and marking all existing service connections in l W. USTICK RD�g �i t= W 7. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb and accordance with Standard Drawing SW3. !�■1 LU gutter, valley gutter or sidewalk improvements. 0+00.00 Centerline Stationing � � � � 23. The most current edition of the City of Meridian Specifications Standards & Drawings to the v _ 8. The street Contractor shall backfill all sidewalks at the completion of the paving. Concrete Vertical Curb, Gutter & ISPWC Book MUST be on-site at all times. A stop order can be issued if the book is not on-site. VICINITY MAP Z &4, O (- Separated Sidewalk, per ACHD Supplemental 9. Actual field conditions during trenching may require additional pavement repair beyond the limits shown on t0 ISPWC SD-7D1 & SD-709 N.T.S. Q .11114 w the plans. The following conditions are listed in Section 6000 of ACHD Policy Manual. LOCATED IN NE 1/4 OF SECTION 35, 0T '1 M � 1). All asphalt match lines for pavement repair shall be parallel to the centerline of the street and Concrete Rolled Curb, Gutter & SEWER LEGEND WATER LEGEND TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M. include any area damaged by equipment during trenching operations. Separated Sidewalk, per ACHD Supplemental 10 MERIDIAN, ADA COUNTY, IDAHO W 2). If the cumulative damaged pavement area exceeds 50% of the total road surface, contractor shall to ISPWC SD-702 & SD-709 -- I S---*- Sewer Line & Station $'yy Construct Water Line F- replace the entire roadway surface. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN (� A 3). Contractor shall replace the pavement surface to ensure matchline does not fall within the wheel 5' Concrete Sidewalk per ACHD Supplemental �0 S{ Sewer Manhole o----� Install Double Water Service LOCATED FROM FIELD SURVEY INFORMATION AND Z path of a lane. Motchline shall only fall in the center or edge of a travel lane. to ISPWC SD-709 S.C. Service Connection EXISTING DRAWINGS. THE CONTRACTOR SHALL I., 0 4). Flowable fill or imported material may be required if the native trench material is deemed unsuitable Install Single Water Service DETERMINE THE EXACT LOCATION OF All EXISTING U by ACHD Inspector, does not meet compaction standards or time is a critical factor. Valley Gutter, Per ACHD Supplemental S.L. Service Length 5). Any exceptions to these rules shall be pre-approved in writing by ACHD Staff before construction to ISPWC SD-708 --- Install Fire Hydrant UTILITIES BEFORE COMMENCING WORK. THE begins. S.I. Service Invert OW SCALE NTS CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY Storm Drain System with a Drop Inlet, Type IV _ _o_ _g'��- _ Exist. Sewer Line �--- Install Cone. Thrust Block AND ALL DAMAGES CAUSED BY HIS FAILURE TO o 10. The Engineer of Record certifies that the plans are prepared in substantial conformance with the ACHD per ACHD Supplemental to ISPWC SD-604A and Manhole DEVELOPER r 0 DWG.DATE 07/11/17 Policyand standards in effect at the time of preparation. The Engineer acknowledges that ACHD assumes no 0-12 SD ISPWC - - g EXACTLY LOCATE AND PRESERVE ANY AND ALL W P P 9 9 & Manhole I WG SD-611 -8 W- - - Existing Water Line -> > PROD. No. 160811 liability for errors or deficiencies in the design. All variances from ACHD Policy shall be approved in writing. ' UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DiG TODD AMYX Z O The following variances, listed by date and short description, were approved for the project: NONE. �' '� - Boundary Line - - - - Existing Double Water Service LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. Right-Of-Way Line 4345 LINDER ROAD LLC O CY_ 11. ACHD will inspect all improvements which fall within ACHD ri ht-of-wa or easements including, but g y - Existing Single Water Service 0 (L SHEET 1 OF 11 P P 9 Y 9 9 9 13967 W. WAINWRIGHT DRIVE, SUITE 102 Q not limited to, storm drain construction, trench backfill procedures, roadway construction and concrete - Centerline BOISE, IDAHO 83713 m work. Any work to be done outside of the 300' extended boundary of the project will require a separate Lot Line :--- Existing Fire Hydrant Phone (208) 939-5665 �� permit through ACHD Inspection Services Division. The Contractor will schedule an inspection, requested W O Q through ACHD Inspection Services, 208-387 6284, a minimum of twenty-four (24) hrs. prior to -a- Dlree ion of Surface Flow 0 Z 0 1 construction starting. /SHEETS/160811-T1.DWG