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HomeMy WebLinkAboutConstruction Drawings V1�IfE ID- APPROVED 0,9 1-2 A m a I lbo ul B Ln 04 WI I v z.I �8 I 1 I I UI BENCHMARK Y I SET SPIKE U EL. 2541.22 g NAVD 88 DATUM m ZI WI C, MI z I I I I I I DCK 1 PERA PLACE SUBDIVISION T.4N, R.1W, SEC. 27 MERIDIAN, ADA COUNTY, IDAHO ..._ Ld '. . Ld C NZ S8811'16"E 8a .. �_ "- L _ _ _ _, �BLOC 1 r.,. �. N89'0613 W 311 32 N44`19 25"W © ® 0 1 BLOC 2 m 42.58' I INDEX SHEET COVER, VICINITY MAP, SITE MAP, SHEET INDEX AND LEGEND 1 NOTES AND DETAILS 2 STREET LIGHTING PLAN 3 GRAVITY IRRIGATION LINE A PLAN AND PROFILE 4 GRAVITY IRRIGATION LINE B AND GRAVITY IRRIGATION LINE C PLAN AND PROFILE 5 GRAVITY IRRIGATION LINE D PLAN AND PROFILE 6 IRRIGATION STORAGE DETAILS 7 W DAPHNE STREET IMPROVEMENTS PLAN AND PROFILE 8 N COLOSSEUM AVENUE PLAN AND PROFILE 9 N LICHFIELD AVENUE PLAN AND PROFILE 10 W AVILLA DRIVE PLAN AND PROFILE 11 N SEPINO AVENUE PLAN AND PROFILE 12 - W AVILLA DR a. 0 LLI Q O O" J O i � U 'rii�'�.��7® t� �'r •1 la Mill I� 20 80 240 a. O 40 160 { 1 l � / I - SCALE: 1 " = 80' SITE PLAN SCALE: 1"=80' A• e -i _�' 11 0 - 1 I� 1I • INDEX SHEET W PHILOMENA COURT PLAN AND PROFILE 13 STREET SIGNAGE PLAN 14 SEWER LINE A PLAN AND PROFILE 15 SEWER LINE B PLAN AND PROFILE 16 SEWER LINE C AND SEWER LINE D PLAN AND PROFILE 17 SEWER LINE E PLAN AND PROFILE 18 SEWER LINE F PLAN AND PROFILE 19 SEWER LINE G PLAN AND PROFILE 20 WATER PLAN 21 PRESSURE IRRIGATION PLAN 22 SITE GRADING PLAN 23 PUMP STATION DETAILS 24 .x fffff RAN, x �o� 0 m s �N M ��� 2� Ze 5� �`� ®`�� me VICINITY MAP SCALE: 1 "=500• LI N ETYPES: SYMBOLS: EXISTING CURB & GUTTER EXISTING SANITARY SEWER MANHOLE CONSTRUCT CURB & GUTTER O INSTALL SANITARY SEWER MANHOLE EXISTING SANITARY SEWER EXISTING GRAVITY IRRIGATION MANHOLE S INSTALL SANITARY SEWER MAIN © INSTALL GRAVITY IRRIGATION MANHOLE INSTALL SEWER SERVICE EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN ®D INSTALL STORM DRAIN MANHOLE SD INSTALL STORM DRAIN MAIN EXISTING VALVE - EXISTING WATER MAIN ® INSTALL WATER VALVE W INSTALL WATER MAIN H INSTALL IRRIGATION VALVE J/T APPROXIMATE JOINT TRENCH EXISTING WATER METER EXISTING PRESSURE IRRI. ® INSTALL WATER METER PI INSTALL PRESSURE IRRI. MAIN EXISTING BLOW OFF VALVE EXISTING GRAVITY IRRIGATION ® INSTALL BLOW -OFF VALVE IRR INSTALL GRAVITY IRRI. MAIN EXISTING FIRE HYDRANT LOT LINE INSTALL FIRE HYDRANT -----� BOUNDARY/PHASE LINE STORM WATER FLOW - - CENTER LINE INSTALL STREET LIGHT PER CITY STD EASEMENT LINE EXISTING IRRIGATION PUMP -OUT EXISTING CONTOUR ® INSTALL IRRIGATION PUMP OUT 2550-- — FINISH GRADE CONTOUR EXISTING CATCH BASIN INLET - , EXISTING EDGE OF PAVEMENT CONSTRUCT CATCH BASIN INLET EXISTING OVERHEAD POWER <2� CONSTRUCT PEDESTIAN RAMP EXISTING FIBER OPTICS 0 #1 P TEST HOLE W/ PERCOLATION TEST EXISTING TELEPHONE 0 #1 TEST HOLE G-- EXISTING GAS LINE T INSTALL STOP SIGN INSTALL UNDERGROUND POWER INSTALL STREET SIGN - TOP OF BANK ®® INSTALL 2-PARTY MAILBOX TOP OF SLOPE,00 EXISTING TREE TOE OF SLOPE - EXISTING UTILITY POLE EP EDGE OF PAVEMENT EXISTING UTILITY POLE W/ GUY WIRE EG EDGE OF GRAVEL EXISTING ELECTRICAL BOX SC SAW CUT LINE EXISTING TELEPHONE BOX — —; SWALE FLOW LINE 0C.O., INSTALL CLEAN OUT ABBREVIATIONS: BRG BEARING NF NEAR FACE rL !, CENTER LINE OP OVERHEAD POWER CLR CLEAR OPP.OPPOSITE ACA RECORD NUMBER: LD-RSUB-2021-0056 EG EDGE OF GRAVEL P/L PROPERTY LINE EL ELEVATION PC POINT OF CURVE EP EDGE OF PAVEMENT PI PRESSURE IRRIGATION L I N E FF FINISHED FLOOR PT POINT OF TANGENT FG FINISHED GRADE RT RIGHT CII`ni unulJ -__ _ FL FLOW LINE S SANITARY SEWER 800-342-1585 FS FINISHED SURFACE SO STORM DRAIN G.B. GRADE BREAK STA, STATION 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 ►d © IRR GRAVITY IRRIGATION TBC TOP BACK CURB PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE INV. INVERT TEL TELEPHONE UTILITY APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE LT LEFT TYP., TYPICAL ME MATCH EXISTING W WATER NOT a P P a THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES MJ MECHANICAL JOINT ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BEGIN VERTICAL END VERTICAL TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT BVCS CURVE STATION EVCS CURVE STATION OF LEAVITT & ASSOCIATES ENGINEERS, INC. BVCS eEGiN vERTICAC END VERTICAL ni lour o rvnnnr.i EVCE; ni lour n nlnnnni u) o w rZ _j �M Q � Oaf = „ m U O J ? a x w 10 W Q } �LLz �W Z�w QZ 1=- j cn06 Fmj t_n PE Oaw V Z NMJ woa >uw X�� J_ w NNW J �W LL Z a0 M = �IL " cz Oa w N Q � N Z w �w 0 o o — �w 0 ^wJ (L z ch a Q QCZ 'a C Q z X sm w Z� Z V— o w w `n � oc w > (n 0 a O �m UN O O LLI U O m 7, <"T M Q (L WOo'tZ < w oo � p Z a w w o Wm 60 mLZv�n 5 U W zWLoww 0<<Sw QW OJZ Z� J aoow0@, a a ;2a} Q co Z 0 F- w a J Q O Z a O Q a O U LL Cl) w uj 0) Lh N W N Q N 0 SCALE: I Sheet Number. 1 =80' 1 F APPROVED . •.i Ana: � � r-..,.��.�, 0 N 1 U a d a zz 0 y 0 m ch m GENERAL 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), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO 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 THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE 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 THE REQUIRED TESTING. THE 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 CONSTRICTION 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 A ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FORM 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 AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 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 PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 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. SEWER 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.D8) 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 SERVICE 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). PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFILL PREVENTION 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. DRAINAGE 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION, 4. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE -DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT. fFiW EXTEND BASE 6" BEHIND CURB RIBBON CURB (SIMILAR TO ACHD SD-703) -NTS- 20'-0" 0 0 � m w w 1 1 `b• NATIVE SOILS �l\I,gISI[7_r,Loh%Ip',Tp1q T: 4LllM REVERSE PAN ROLLED CURB, SEE TYPICAL STREET SECTION THIS SHEET. NON -WOVEN FILTER FABRIC FROM LIP OF CURB TO BOTTOM OF GRAVEL PERMEABLE PAVEMENT SECTION. SEE TYPICAL STREET SECTION THIS SHEET. WRAP SIDES WITH NON -WOVEN FILTER FABRIC ASTM C-33 SAND WINDOW 48.5' 5.0' 2.0' APPROX. 12.0' 0 SIDEWALK Y rn EASEMENT J EXISTING 3 ¢ on PAVEMENT w x i Ow0 Lna-v) t 1.75% EXISTING RIGHT-OF-WAY 3.5' 5.0' 16.5' J = APPROX. 14.0' U a o^ EXISTING PAVEMENT LJ 0- w o MIN. 2.0' macn t1.75% SAWCUT ROLLED CURB ' ` \ - AND GUTTER `*2t2" SP-3, 0.50 INCH (V') MIX PER ACHD PG-5828 SD-702 4" a," CRUSHED AGGREGATE BASE *14" PIT RUN *OR MATCH EXISTING, WHICHEVER IS GREATER ROAD BASE EXTENDS BEHIND BACK OF CURB A MINIMUM OF 6" W DAPHNE STW DAPHNE ST. STREET -NTS- 47.0' 2.0' 5.0' 16.5' 16.5' 5.0' 2.0' 0 J 0 =C� J= 3¢� 3Q� two 21wo nav rnacn t1.75% 2% 2% t1.75% ROLLED CURB AND GUTTER 14" PIT RUN 2Yz" SP-3, 0.50 INCH ()2") MIX PER ACHD PG-5828 SD-702 4" 3/4" CRUSHED AGGREGATE BASE ROAD BASE EXTENDS BEHIND BACK OF CURB A MINIMUM OF 6" TYPICAL STREET SECTION -NTS- 47.0' 2.0' 1 , 5.0' , 16.5' 16.5' , 5.0' , 1 2.0' 1= in, QwAGGREGATE BASE o a(n dU) 5' SIDEWALK, SEE TYPICAL STREET SECTION THIS SHEET. 1;2A:101Fix III lei ,w1 i' ,I 11`MWxel10"] t 1.75%I q I - If 1.75i REVERSE PAN 18" ASTM #2 AGGREGATE 3J¢" INTERLOCKING ROLLED CURB SUBBASE CONCRETE PAVERS AND GUTTER PER ACHD 4" ASTM #57 AGGREGATE BASEJ /2' ASMT #8 AGGREGATE BEDDING SD-702R ROAD BASE EXTENDS BEHIND BACK OF CURB A MINIMUM OF 6" TYPICAL STREET SECTION W/ PERMEABLE INTERLOCKING CONCRETE PAVERS SEE ACHD BMP-34 -NTS- 30.0' 20.0' 5.0' 5.0' d U w IL Q N U N 0 0 g 3 10.0' 10.0' 1% _ 1% RIBBON CURB SEE DETAIL THIS SHEET 22" SP-3, 0.50 INCH (I2") MIX 10" PIT RUN PG-5828 4" 3/4" CRUSHED AGGREGATE BASE TYPICAL SHARED DRIVEWAY SECTION -NTS- 30.0' 20.0' 5.0' 5.0' w U w U 0 0 5 g 10.0' 10.0' 1 % 1%_ RIBBON CURB SEE DETAIL 31y" INTERLOCKING THIS SHEET CONCRETE PAVERS 18" ASTM #2 AGGREGATE SUBBASE 2" ASMT #8 AGGREGATE BEDDING 4" ASTM #57 AGGREGATE BASE TYPICAL SHARED DRIVEWAY SECTION W/ PERMEABLE INTERLOCKING CONCRETE PAVERS SEE ACHD BMP-34 -NTS- *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED FOR CONS"TRUCTION U -o N C W I- Z ol I ol m Q� �10 U O0I 0,^� aQw V/ Q W ILL Z Z w Q W o�Z > ] L r 'V (� m W a (. W O mZ � J Q W to ^ a m -� NNW LL w Z N0 mI �a Q r a / d l`i, b 0. 1 •m �a 0`. c o`oI o a` T N N Z O 0 ? U LU CU>cocoO 00 m Q a ZQ,qU)2 ZMMO w0ov.z Q 6: 00 0 (n Z a w o Ix 0) O 2-zvco 02 W z WaQ_0� LLI Q W oJZcrZ� Lu J IL 0- aooLU0� QL�EL> Q z Z w0 a J 1L O Z a a a 0 LL O U) > Lu O T N W N Q N 0 THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES I 114-r-I ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT AS NOTED 2 OF LEAVITT & ASSOCIATES ENGINEERS, INC. APPROVED 09-/22 'STREET LIGHT #14 TYPE 1 I 57 WATT EATON/STREETWORKS I (` O O�- i i ------------------- y------- - i STREET LIGHT #1 i STREET LIGHT 8 TYPE 2 STREET LIGHT #7 TYPE 2 57 WATT TYPE 2 _57 WATT j i--- EATON/STRE ORKS 57 WATT EATON/STREEfWORKS EATON/STREETWORKS _. I W I I I I I v�i 17 03 I I U I I I J I STREET LIGHT #2 TYPE 2 STREET LIGHT #6 57 WATT 1 I EATON/STREETWORKS� �" 57PWATT —_EATON/STREETWORKS I , ! o X STREET LIGHTING © i 14 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 I I PORTAL AT HTTPS://CITIZENPORTAL MERIDIANQITY ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST -- INSPECTIONS. I I 7 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR j 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, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS ® ® I 1 Z 8 PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. i STREET LIGHT #5 j I j TYPE 2 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING r 57 WATT UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. - I EATON/STREEFWORKS ha � GQI�DptA y '� . ik %q w ,.. \� 'ail` Q, Ki� I \ _ Ex IN va� Fc a .. _; ih VICINITY MAP SCALE: 1 "=500' v i SYMBOLS: o- ,STREET LIGHT TYPE 1 PER MERIDIAN STANDARDS STREET LIGHT TYPE 2 PER MERIDIAN STANDARDS EXISTING STREET LIGHT TYPE 1 EXISTING STREET LIGHT TYPE 2 C� INSTALL JUNCTION BOX EXISTING JUNCTION BOX Csp INSTALL SERVICE POINT JUNCTION BOX EXISTING SERVICE POINT JUNCTION BOX CONDUIT EXISTING CONDUIT SERVICE ENCLOSURE (CAN) EXISTING SERVICE ENCLOSURE (CAN) OUNDERGROUND UTILITY SERVICE EXISTING UNDERGROUND UTILITY SERVICE QTRANSFORMER EXISTING TRANSFORMER UTILITY POLE EXISTING UTILITY POLE (1)V -o W t0o ID J_ ro M a ) 010 U UU) vV�/ V C7 ? ONy Occ J Q �' ¢Xw aLLi W U)W cr.ZNW m Wz c m> MJ L r� Z ''coA vJ 0 � woa � Xtoz J QW W Jsm NNW �w LLz a 0 a r y ✓, - m A a`5 O 0 > U LLI �- U>0 Q 0 m ZQ,q�= C000 Q Q ° n. a it ap w 000,*z vi Z W WCC) —^0 o M�ZWtn Q W o U W oaas� W3 wu-oww oJZRZ� a a Qln2=� a>. Z w a *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. Z m o H T APPROVED NFOR Q _... . , CONSTRUCTION 0 Z THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT H OF LEAVITT & ASSOCIATES ENGINEERS, INC. OF �IfE ID- APPROVED OS/19/11 `REMOVE EXISTING IRRIGATION BOX ` - AND APPROX. 14.5 LF OF 15" - PIPE AND DISPOSE OF OFFSITE. GROUT INSIDE OF EXISTING MANHOLE EX IRRMH-AS TO FORM A WATER TIGHT SEAL. GRAVITY IRRIGATION LINE A W DAPHNE $T - CONST. 15" PVC FINISHkGRADE 35.2 LF © 0.15% _ 2544 CONST. 15" PVC EXISTING GROUND 1S 07C .— C INST 1i3"C:�O ERNS-Tr-G_ — 2544 25.1 LF 2.00% P �1'S� — 171.0 LF ® 0.15% 85.9 LF ® 0.15% 88.6 LF% *y�q 2+00.00 -- -- --- __ CONST. 15,E .C-900 L ® 4 _ - it�N.=2543:fs1 2540 pNC ONST 15' Z 45y, 85.9 LF ©0.19% _ CONNECT TO EXISTING 12" PIPE. 2540 _ 1.6 LF (V yam., M 7) . CONST. 12" PVC ol 2536 cV �219T of 0 a CV Z U N 04 N 2536 * O _ (V _ F� M __ _ _ m O un a 04 N .r- EX IRRMH-A8 STA: 9+00.10 CONST. 0 ur 'n M_ of In Lo N . ri N a - N a _ 3 ,�:••� t- 3 o, I^v N oo.. 2532 RIM: 2542.30 Z_ a ::3 _ 3 3� z ~ ~ r�� Z p w N Z O+� z 0 2532 1"_INY. IN E . 2537.00 _ " ( ) 18 INV. IN(N): 2537.35 EV ^ 3 .r 'anv� ^ ��j z_ Q' I _.Nu _ r�jZ 0 0 I .-�t +1 j j I N +N» I NZ Z 18__INV._ lN(S):_ 2537.20 z _ _ 18" INV. OUT(W): 2537.20 ( )• c i Z o I N j> I N>> Z Z 0° a z Z ER iA 'n � N 252s 2528 _ I +Nj j __ Q Z Z _ x s _ = ow <— - Slo n N Q' fY - .- .- Z Z In to Vl �lt7 O . r STA: 2+36.26 CONST. �Q :- c� RIM: 2545.18 2524 r z'T 15" INV. IN(N): 2541.48 2524 (BEACH LATERAL) 15" INV. OUT(W) 2541.48 x z CRAVI IRRI(`_ATI(1N 1 INF A O C ,I- d N c0 10 M C� N c0 1� 01 O O OO N N N M M U7 �� L' Ln Ln Ln Ln u) Ln Ln d to to to a") to to N o to Ln u) CN to to N (N N N N N N N N N N N N N SCALE: HORIZONTAL 5 25 100 0 15 50 150 VERTICAL 1 5 15 0 3 10 HORIZONTAL 1" = 50' VERTICAL 1- = 5' ALL MANHOLES SHALL BE 48"0 UNLESS NOTED OTHERWISE. *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. U)V �o W 0a �o �Z m m 10 O a X w 2LLZ �W 2°W W ojsZ co Cc 06 W Z O �tD J_ QW W � Q W W N WW J EW LL Z a0 mI r IL Q «y N_ o ti 0 y N w Z w >� J Z 1 L E O Ii 00 . 0 m 0 Q^•) V I1 zz DT � z Y C1 U v CC Q U a Q _` J / 0- �a 3 m Q 0 J O Ta Z O 0 uj U 00 ZQ= �— -< mQ WaQcrDoM0 p00,tz a) z w Wm--O a e2-zvm w 0 w 0QQ0)IY Q W 0JZRz� J 2 0.ODW0� a a ;tea Q w z z W0 CL J Q 0 Z a 0 Q ~a 0 U IL wW 0 U THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' 4 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 10+00 9+00 8+00 7+00 6+00 5+00 4+00 S+UU 2+uu I +uu �IfE 1D- APPROVED OS M1 2 Z Q.Q�s �.¢� 2524 Er " Y s s 1111 2524 CD o z,z In — X Z r'DA%IITV IDDV2ATV1L1 I IAIC rl O O Ln � rl) 17 0) N O 7 N 7 N N N N N N NOTE: ALL MANHOLES SHALL BE 48"0 UNLESS NOTED OTHERWISE. THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ' ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT W U a c TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT LL J m OF LEAVITT & ASSOCIATES ENGINEERS, INC. r 0 a 10 *CONTRACTOR TO FIELD VERIFY U U) U ? 0 N N w HORIZONTAL & VERTICAL0 -J Q x LOCATION PRIOR TO CONSTRUCTION. Cl) W W 2 LL Z z�� NOT APPROVED U FORQW CONSTRUCTION 06 ? nn �' '' ~ 0M J E"v iW w— 01 Wmz � D J Q W maw Omm ul LL 7 vz 0 HORIZONTAL 5 25 100 0 15 50 150 VERTICAL 1 5 15 0 3 10 HORIZONTAL 1 " = 50' VERTICAL 1 " = 5' 1+00 2+00 3+00 4+00 5+00 2544 GONST. 24" C-900 EXISTING GROUND _ 14. COICONST.LO 2544 _ FINISHED GRADE _ 58.0 LF ® 0.08%— _ STA. 2+00.00 2540 _._ OONST. 24 PVC..... _ _ CONST. 24" PVC _ _ P� CONST. 24" PVC _. _ CONST. 24" PVC _ 382.8- LF 0 -0.08% - _ INV.=2541.86 CONNECT TO 25405 111.0 LF ®0.08% 302.7 LF 0.08% p1N 280.2 LF`� O.Y4% *CONST. 24" PVC CONST. 24" CMPE. 35.3 LF O 008%: 6.4 LF O 0.44%. 2536 INV.-OUT=2540.76 N 2536 DAYLIGHT INTO _ _ � � ,_ _ _ _ � IRR BOX=B1WEIR BOX P� � _ EXISTING DITCH. o STA: 6+61.55 CONST. $�__M _co cQ o ��RiM: 2542.54 � r- In STA: 2+207132 N2532 M N z i) N N 24" INV. IN(E): 2537.40 N RIM: 2543.93 2532 N ^ N :: N ^ __ 24" INV. OUT(W): 2537.40 ^ 3 24" NV. 'iN(Ej: 2537.71 w 3 z Z u 12" INV. OUT(S): 2537.40 N w 24 INV. OUT(W): 2537.71 Ln 2528 o0Z ,;; �OZ _ _ _ Z O _ dNZ ���— _)00 2528 > I N> > C) I rn N Z Z I N Z Z NZ z .—Ic)> c`I_ZZ ZZ _ ZW —_— y�F� F _ _ 2524 NN P O�P — -*'t N N 2524� N N F _ Ld (SCHRIVNER LATERAL) X z GRAVITY IRRIGATION LINE B In 17 to to in 0) Ib O N h rn In r r 00 17 UD to M O � N 01 N Dq —. I� Ib O� to Ib n 01 00 Op 01 N N N N N N N N N N N N N M N Cn Lr)N Lr)N In to to In Ln In to it)N �n �n to In N N N N N N N N N N N N N N N N N N N N N N N N N N N 00 C) W W _Z Z _J J J O Op a0acr OZ00 -Z ~ � J aQ(L rIx ''I^^ V V 0 0 0 0 (L z J 0 EL J O a Z O cl) O W U 00 ZQ,qu)= m.0- .a ¢ <wcoMO M2 °pOovz uiZ W¢GW¢m FO ¢_ D EZ[tU5 W o W o<<am U z uJLLo Lu QW oJZiEZ2 J a00w0N 11 ¢,n�a} Q CO z Ix W o d J 0 Z a O ¢ a 0 0 LL w 0 SCALE: I Sh—1 Number: 1 "=50' 5 14+00 1 3+00 1 2+00 1 1 +00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 � �(E IDR IA, APPROVED 05M9,22 W v ( a ,� o Z Q � j 0 _ � I O U I/1 V C7 0 0 6 _. •.vna:a�02�2 O axui w LL Z � ZnW W I` Q V :) 0� 06 � �' � m > f11 ~ 0 � fA M J � �Z WOI W WmZ >F- J_ Q NI o W N N_W J �W LL Z m I �I 2544 EXISTING GROUND_/~ 2544 CONST. 15" C-900 FINISHED GRADE _ _. _ 64.3 LF CAD 0.16% / / CONST. 15" PVC 2540 ST. 15" PVC CONST. 15" PVC 349.8 LF _@ 0.15% 152.3 LF ®0.60% 2540 352.8 LF @ 0.23% _ _ _ *CONNECT TO EXISTING 2536 r . 15" PIPE. GROUT TO FORM AWATER—TIGHT 2536 _- *CONNECT TO EXISTING 24" PIPE. — �P��� ��? ^ N , N 00 0 _ 06 � � N SEAL. STA: 7+75.91 CONST. GROUT TO _FORM A WATER -TIGHT _RIM:__ 254L71_ �P 00 "� N N 2532 SEAL. 15" INV. IN(E): 2538.17 M Nul z N N %-� %�.z `O N 2532 M - _ 15" INV. OUT(W): 2538.17 3 _ _ ;�3 �o.. _ .. STA:11+28.69 ',CONST. Sao w N L z r z o RIM: 2541.09 15" INV. IN(E): 2537.36 �� z _ +� - o _ I o +N > > I + Nc� z z 2528 2528 *24 INV. _-OUT(W);__253fi.61_ 0 __ Nz z IRRMH—D6 o*EX a =I STA. 11+60.78_ CONST. __ - �� amain ° _ _ 2524 RIM: 2540.66 24" INV. IN(E): 2535.16 _ _ _ o z ��� �Pa .- .- 2524 24" INV. OUT(W): 2535.16 X ? GRAVITY IRRIGATION LINE D h h M r r O n 00 � a0 M h N N M p) c0 cD O QD r Op Ql N O O I- O 00 O 00 O O N O) O O n n M d r7 d' r7 � n d' r7 � M � � d to w It It d to 0 0 0 LE) Ln U7 n Ln Ln Ln Ln n Ln d)a-) N N N N N N N N N N N N N N N N N N N N Z 0 0 U U>(Dm0 ALL MANHOLES SHALL BE 48"0 UNLESS 0 0 z Q,q U) S NOTED OTHERWISE. coQ a z cM 0 Q CC oc) co w 0001'Z chZ Q Lu wui —0 o��Z�cn V- wOQQ—� zu-p W W Qw J Lu O—wz2 J g aoow0@ G. Q ia Q ro z z 0 W CL J Q a o Z a Q a O 0: LL V N W O 52 *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED FOR CONSTRUCTION THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES l ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' 6 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 12+00 1 1 +00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 APPROVED 09 1-2 425.5' z 0- aoa�� z �i of co w o a HIGH WATER LINE 41 50 TOP1 TOP z Q a 2540. 0 25.50 40FS 2 41. 0 FS TOP CONSTRUCT 12" PVC 0 73.5 LF 0 2.72% IRR 5 5 FS W/ TRASH RACK AND BOTTOM A SINGLE LAYER OF 4-6" COBBLE RIP RAP R IRR BOX -Al WEIR BOX _ 3 9 BOTTOM 0.70% 2534,59 4.6 BOTTOM FL 5TTOM APPROX.4'x4' AT OUTLET.o IL SHEET. SEE DETAIL THIS EET. _ FL 0.10% NV -OUT=2534 88 2534 oo — — 534. 5 — — — ... — 2534.7 ... — -.. _ BOTTOM 534 78 FL 0.10% BOTTOM BOTTOM — — ... ... — ... — ... 34 2534 7 BOTTOM M BOTTOM ��a x U mw a o N� ^x 4 q.1 w� NN N� NIA FS 41.5 oc�) 1n = o TOP — 2540. 2540.50 a FS c) / w FS FS / T` Q (/ 3n o n 41.50 ofd w'O mN nLa Un TOP 2541.50 '. w c� n 541. TOP C7 o w TOP Lo Ln O O O O O O O � O O L � I IRRIGATION PONDS -NTS- PLAN TOP VIEW 2543.75 1 TOP 2539.25 BOTTOM %4" CRUSHED ROCK TO MIN. 1' DEPTH UNDER STRUCTURE SECTION VIEW IRR BOX —Al WEIR BOX DETAIL -NTS- 0 I 'a CHECK BOARD 2S N�oG 2541.00 T 1N _-#4 ® 12" O.C. EACH WAY CONST. 12" PVC 73.5 LF 0 2.72% 2540.00 INV-OUT 12 TC �z 74d7 C.S 12"PVC 2537.40 NV -OUT 2 8 TOP VIEW SECTION VIEW IRR BOX—B1 WEIR BOX DETAIL -NTS- �n 0 12" O.C. H WAY I 0 I in o° — OUT TO PUMP STATION I CONSTRUCT 6" PVC 13.6 LF OUT TO PUMP STATION BOTTOM = 2530.40 0 0 40 5 20 60 SCALE: 1 " = 20' 4 7 6' WIDE BENCH, SAFETY HIGH WATER TYP. 2540.50 �.� SINGLE LAYER OF 6"-12" COBBLES 6" TOP SOIL-' 20 MIL. PVC LINER-X , 011 IN FROM IRRIGATION �+ POND NO. 3 TOP VIEW _EXPANDED METAL LID TOP = 2541.40 v WS=2540.50t 6'-0" '1 SECTION VIEW SCREEN INLET BOX (51x5') -NTS- #4 0 12" O.C. EACH WAY IN FROM IRRIGATION POND NO. 3 STORAGE VOLUME: 108,818 CF IRRIGATION POND TYPICAL SECTION -NTS- 2541.50 TOP OF POND 2540.50 FS VARIES BOTTOM OF *SHGW a 7' BELOW SURFACE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATEMLY IF GROUNDWATER IS ENCOUNTERED WITHIN BOTTOM DESIGN ELEVATION AND/OR IF IT IS HIGHER THAN ANTICIPATED. �o w 10 10o �Z m Q� prof 110 1IJ U)W J ? axw Q ' 2U.z �W ccZ°W I=— 06Z > cc 0 o fn m Z QW woa Wmz It W - U) a Q 02 W J f!) N LL LL Wz a0 �a Q cr Q E 0 z Op O ��//�� z 0 'a VI �J Q zz O ~ _ W Ym L I- O QJ c! d � ;m o J p a Z V) O U 130 zaItT= ma aQXomoce) �� wp0p�Z y/ Z W W Co ^O a 2�Z�cn W O wpaa0: �.% 0: z9 1U.pW W Q W o-zXZ� J aooWOE G. a o (L Q } Z W O a J a cr z fit IL O Z a d fY 0 U W W W a) U) N W O F- N a N � THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' % OF LEAVITT & ASSOCIATES ENGINEERS, INC. �IfE m- APPROVED OS/19/11 / W I ca G W 2542.52 TB C O 2542.25 FL ....... �..,, O 42.26 FL z TRUNCATED DOMES PER ACHD SD-712C TRUNCATED DOMES PER ACHD SD-712C — — W DAPHNE ST — PEDESTRIAN RAMP N0, 1 AND NO. 2 DETAIL SCALE: 1 "=10' i I w Q 0 J W 2544.23 FL = U FS J J So 2544.25 FL z TRUNCATED DOMES PER ACHD SD-712C 2544.31 FL TRUNCATED DOMES PER ACHD SD-712C I W DAPHNE ST PEDESTRIAN RAMP NO. 3 AND NO, 4 DETAIL SCALE: 1 "=10' 2544.44 FL U (Y J 1 > al O7 � O S a� IV) oIw ZI(A ® 33.0' a 47.0' cl N 10 I + N cl o Ncc o + R2j. CSC Si 15 1 16 J J J c Lo O rn M a N o� ��. oS �N N N + NN b2 n N M a J M a J n N M I J Ix w n IX j IX w n x V © I O I IRRIGATION POND SEE SHEET 7 ® <i 2 a N � \ co dco to J J LoW ooN a cl1 a +N M J p +N 8f J N W n n II X IL w I n I n X �o �d rnDcq a o Q cql N N Q3Q N W DA. PHI U4 � u _ 0.58% 60% 11 9: __ 12 J M a N 4f M n + o � X W I N d J N 2 rn 0 rl+ 0 to Goo 61 — C - 0.4 SCr_ 0.40% _ lg J J J ! N ER IM qw 17 nw Nj f ON N f0 Nco co n N a m a o ±N I N +N J N +N J n i lo +N J rn N N J N d Ix wn I I M p. II wn n X I M 0_ II wn n X I N d II w n X I M II n X ZSo j5o w Wo o N n n am, ... U CU2� 2552 U UCD 0 w oU w O� Ow o � Oo N<t N coNO�iO o 2552 _ _0 CD U C�Li. fj c C9. L7 ..._. w ..COO CD O _... _. Rt 000 N r d' r� �� °' _. _ _.O. r-''t oo .._. �f3 to _. �. (0 �. +� w LoN �K) L0 �. M ofco cD ' Cn N r7 d' C`1 Q�� M� pp� +N N +ln r N +� 00N CON _... 00 OO .... _. 1.0..... N cp n. ON .... .. r prj N +to cp �....... + _.... , jN _... ... _. + �N... O+ _.c0 _...... . 2548 +'t ++ + `n M N N N 2548 tr) c`Ov _. __N CV _. .. _... N N 0.40% 0.40% 2544 D.41 % 0.49% 0.58% 0.61 % — 2544 0.54% 0,45% _ 1.01% 0.40% _ _ — o w EXISTING GROUND z . w_O 2540 FINISHED GRADE AT Do � 2540 TOP BACK OF CURE _ ca CD0 'wo W nAPWMP CT x z Q O O h to o r 00 03 00 N' r In N N N N M M to an 1n Lc)N Lc) cn 0n0n N N N N NN N N N N N N N N N N N 2+00 3+00 4+00 5+00 6+00 /+0U b+UU SCALE: HORIZONTAL 5 25 100 0 15 50 150 VERTICAL 1 5 15 0 3 10 HORIZONTAL 1" = 50' VERTICAL 1- = 5' KEYNOTES Ol REMOVE EXISTING BUILDING AND ANY FOUNDATION AND DISPOSE OF OFFSITE. 20 REMOVE EXISTING FENCE AND DISPOSE OF OFFSITE. O3 REMOVE APPROX. 450 SQFT. CONCRETE PAD AND DISPOSE OF OFFSITE. ® REMOVE APPROX. 891 SQFT. CONCRETE PAD AND DISPOSE OF OFFSITE. O5 REMOVE APPROX. 1062 SQFT. CONCRETE PAD AND DISPOSE OF OFFSITE. © REMOVE APPROX. 15.238 SQFT. GRAVEL DRIVEWAY AND DISPOSE OF OFFSITE. O7 REMOVE APPROX. 1,381 SQFT. GRAVEL DRIVEWAY AND DISPOSE OF OFFSITE. ® REMOVE APPROX. 7,479 SQFT. GRAVEL DRIVEWAY AND DISPOSE OF OFFSITE. 9O REMOVE APPROX. 2.150 SQFT. ASPHALT DRIVEWAY AND DISPOSE OF OFFSITE. 10 EXISTING POWER POLE AND OVERHEAD LINES TO BE REMOVED OR RELOCATED. COORDINATE W/ IDAHO POWER. 11 NOT USED THIS SHEET. 1© REMOVE EXISTING MAILBOX AND DISPOSE OF OFFSITE. 13 REMOVE EXISTING GAS SERVICE AND DISPOSE OF OFFSITE. COORDINATE W/ INTERMOUNTAIN GAS COMPANY. 14 EXISTING WELL(S) MUST BE DISCONNECTED FROM ANY BUILDINGS THAT REMAIN WITH VERIFICATION OF DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. WELLS THAT WILL NOT CONTINUE TO BE USED MUST BE PROPERLY ABANDONED, DOCUMENTATION OF ABANDONMENT WILL BE REQUIRED TO BE SUBMITTED TO THE CITY. CONTACT IDAHO DEPARTMENT OF WATER RESOURCE FOR ABANDONMENT. 15 CONSTRUCT PEDESTRIAN RAMP NO. 1 TYPE 'C' W/ TRUNCATED DOMES PER ISPWC SD-712C AND ACHD SD-712. SEE DETAIL THIS SHEET. 16 CONSTRUCT PEDESTRIAN RAMP NO. 2 TYPE 'C' W/ TRUNCATED DOMES PER ISPWC SD-712C AND ACHD SD-712. SEE DETAIL THIS SHEET. 1© CONSTRUCT PEDESTRIAN RAMP NO. 3 TYPE 'C' W/ TRUNCATED DOMES PER ISPWC SD-712C AND ACHD SD-712. SEE DETAIL THIS SHEET. 18 CONSTRUCT PEDESTRIAN RAMP NO. 4 TYPE 'C' W/ TRUNCATED DOMES PER ISPWC SD-712C AND ACHD SD-712. SEE DETAIL THIS SHEET. NOT USED THIS SHEET. NO W L Z M W r)rof I'T0 V < OD 1: �WU J ? axw Q �' 2LLz �W QZ y z0wF U =nod rno M > L V U1 M J �Z' cup M WOC ` / W a M Z (D J Q W U) ^Q co J WNW �w LL z a0 mI �a y N 0iz y N 0 W J W H LL = � 0 O - 0 W G a W W z Z/Z sm U =0 Q d U Q(LZ IL `m C3 a Z 0 fn O U (j>m O 00 zQ"U)= ma Lu aQcrpMoMO _2 w25OOgZ Z cn wWO1 m O wa e�Zav) 0 iu2 U� 3WLLoWW QW O�z2z2 C. a ;2_@� a } a CD Z it W O a J a O Z a O a a O Er CoLL w G V1 *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL z coNOT LOCATION PRIOR TO CONSTRUCTION. O F- APPROVED FOR CONSTRUCTION O � Z THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF LEAVITT & ASSOCIATES ENGINEERS, INC. ,�„_50, � QE APPROVED 1'.L'ABia F "n nr�i W AVILLA DR 2541.15 FIL 2541.15 FL 2541.00 FL 2541.42 I 2541.01 FL FS TRUNCATED DOMES PER TRUNCATED DOMES PER FS FS ACHD SD-712C ACHD SD-712C ; 4 2541.16 FL 2541.14 FL g 2541.04 FL 2540.96 FL � I 2541.14 FL Ld 2541.05 FIL N" O O Z 2541.12 FL 1 I2541.12 FL PEDESTRIAN RAMP N0. 5 AND N0. 6 DETAIL SCALE: 1 "=10' IRR_ IRR _IRR IRR I 16.5' 2542.63 TO 2+89.05 PC 2+44.25 PT 4+1 t.51 ` - +91.62 PC c' M ;2+;79.063+31 4+37.23 6+82.51 +384.17 TBC PT p o. 4+90.28 5+43.34 5+96.39 6+48.45 2tOO 3+00 0.40% 0.13s5+00 .6+00 7 0.40% .13x N COLOSSEUM"AV£x 3+84.17 4+90.28 5+43.34 '` 5+96.39 003+31.11 31 6+48.45 3+94.51 © 2541.39 mr,-/ Z w I 2+44.25 PC 3 TBQ 3 6+82.51 PC Z 4+14.51 2541.23 TBC w I 3+77.55 P 3+78.62 PT I 1 Of^ oL gw J = ¢w 31cn C Cc O CCD 2552 z c)w ca 2552 QpM Op0 �. v �� U _ .O ..... _ . UL' ._.... __.... ._._ _. Ups _... 49 _..p_. ._... 2548 c- N N N u. m O.. a o o g 2548 ... ...... ...+ Lo r,;... _.. ...... _..... .... ....... J... .__. _ EXISTING GROUND 2544 2544 -0.40% - _ -- - - r 2540 2540 FINISOCD GRADE _. 2536 o;w 2536 o'a 2532 z'= 2532 w!� N COLOSSEUM AVE. m M N � O 1-0) r7 cO 0) M � m M c. 00 0� N N O N N N N - V) ifl N ff)� N to N N N to N N N N N N N N N N N N N 2+UU 3+00 4+00 5+00 6+00 7+00 SCALE: HORIZONTAL 5 25 100 0 15 50 150 VERTICAL 1 5 15 0 3 10 HORIZONTAL 1" = 50' VERTICAL 1 " = 5' KEYNOTES O REMOVE EXISTING BUILDING AND ANY FOUNDATION AND DISPOSE OF OFFSITE. O2 REMOVE EXISTING FENCE AND DISPOSE OF OFFSITE. O- 18 NOT USED THIS SHEET. 19 CONSTRUCT PEDESTRIAN RAMP NO. 5 TYPE 'C' W/ TRUNCATED DOMES PER ISPWC SD-712C AND ACHD SD-712. SEE DETAIL THIS SHEET. ©0 CONSTRUCT PEDESTRIAN RAMP NO. 6 TYPE 'C' W/ TRUNCATED DOMES PER ISPWC SD-712C AND ACHD SD-712. SEE DETAIL THIS SHEET. 9-©0 NOT USED THIS SHEET. 31 CONSTRUCT 20' TRANSITION FROM REVERSE PAN ROLLED CURB TO ROLLED CURB. © NOT USED THIS SHEET. *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. 'o w I- Z Q� ) a0 Oio = UN U C7 o°N O� -', aQ LU W W f WZ QZW W r 06Z �m> V y N J Z woa iW �Mz to J_ Q W N a Q 0 J WNW �W z a0 M = �a .r a a �t ma -' � wA r �S N m I- o O N W G WO Z J o `W / � W E O � 0 z O Q a I a z ,,w Z V/ xm d U CO OZ J a O �m U(L 0 Z 0 a O 0 U C.)> co m O no ZQvW= mQ 0Q�oMDC70 J000,�tZ (� Z w W D] - ^O W O wOQQ�� V - z W�p W QuJ LU oJZcrZ� a Qin�=� a} a Z w (L J a O Z a O a Q a O O U. WLU 0 U) L Sheet Numb- 9 �IfE m- APPROVED OS/19/11 `<W AVILLA DR 2541.36 TBC . 1 2541.36 FL . 2541.33 FL FS I TRUNCATED DOMES PER TRUNC FS ACHD SD-712C > ACHD ' Q 2541.23 FIL 2541.40 FL 2541.42 FIL ILL. S U J Z` I 2541.63 FIL I PEDESTRIAN RAMP N0, 7 AND N0, 8 DETAIL SCALE: 1"=10' I I I I � I I ca I I 6+81.72 PC 2+44.25 PT �5 2544, 1 2543.75 TBC I 2+79.06 3+94.51 2543.79 TBC 3+31.11 3+84.17 2+OJ �� 3+00 6- 4- r F -_� 3 0.40% W �1 _ 125 Z 3+31.11 2543179 TBC 2 y I 3+84.17 N I1 2544.21 TBC O w I +79.06 2543.75 TBC I 2+44.25 PC 3+94.51 7+70.22 PT I � I U 'O O x} Q 4+ 4.51 6+84.29 PC 2541.90 4+37.23TBC 4+90.28 5+43.34 5+96.39 6+82.51 PT 6+48.45 23 i� O.BSX 5+00 O.65X 6+00 7+00 7 26 o.s5x� N LICHFIELD AVE % - �- - 4+90.28 2543.49 TBC 5+96.39 2542.12 TB 5+43.34 6+48.45 4+37.232543.0 TBC 6+82.51 PC 4+14.51 7+71.29 PT O O O O o I U)V -"aos W �o 10 Q� oaf U //► C7 V� O N N J ? Q W aXIII w (O� 2LLZ QW Z"w I=+ ? V Z CA =n� O6 F' M > � � 7 M L co r N J m z Ill Oa ��Z J QW NaQ ro W J NNW 5W LL Z N 0 M = �0. o °i Il' ° u �y r Ei t� y< s cx OI= Sp1c O N C Q 0. 0 0 ¢ 1 SCALE: «' N o c HORIZONTAL d N ' 5 25 100 0 15 50 150 W VERTICAL w J 0 1 5 15 Z d 0) 0 3 10 " WU. i 0 co HORIZONTAL 1 = 50' > 0 VERTICAL 1 " = 5' Q 0 KEYNOTES O-Q NOT USED THIS SHEET. Z xm 21 CONSTRUCT PEDESTRIAN RAMP NO. 7 TYPE 'C' W/ W Z m O TRUNCATED DOMES PER ISPWC SD-712C AND ACHD Q SD-712. SEE DETAIL THIS SHEET. 'C' Z © CONSTRUCT PEDESTRIAN RAMP NO. 8 TYPE W/ J TRUNCATED DOMES PER ISPWC SD-712C AND ACHD U Q 0 CL SD-712. SEE DETAIL THIS SHEET. ©-©O NOT USED THIS SHEET. A 1i Wm 31 CONSTRUCT 20' TRANSITION FROM REVERSE PAN ROLLED z rccL Op CURB TO ROLLED CURB. 3© NOT USED THIS SHEET. ❑e 2556 2556 a:isti _ 2552 0 o CO r, M U U� CD U U 2552 _ +u �. r?� L_ 1P N +� U�o -. ._... _... N N_ ...... �� 2548 .__. ... .. _ . _.. .__.. MN ..._.. +� 4- N _.... _.. ... ... _.._ ._... .. a _ 2548 ....... ... N + Lo Il N 2544 - �� EXISTING GROUND 2544 � -2.00% v _ _--0-&5q 2540 FINISHED GRADE 2540 2536 0' 2536 _ Z.... _ - 0< 2532 Z LJ 2532 w N LICHFIELD AVE. � W d- N m r N n to ll� d d <} n M rn N N N N do Ln Lt Ln do n d V) d) NN N 04N to N N N N N N N N CNCn N N Non N N N 2+00 3+00 4+00 5+00 6+00 7+00 z 0 c/) O C.)U>0co0 Q O ZQ'tU)= ma aQcrCCooloap _ wOOOVZ Vi Z w LU --0 a o 2Zv� W 0 w OQQO)ir V - z Wq W Q W O -J cr z CL00W0@ a Q tea} Q Z Uj O a J a 0 Z a 0 LL a 0 U LL v7 O W W C N v7 *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT�� N W FORr 0 ll O o THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT („_50, O OF LEAVITT & ASSOCIATES ENGINEERS, INC. �IfE m- APPROVED )v OS/19/11 3+85.41 i-c� 4+21.90 U') 4+11.24 CONSTRUCT 4' TRANSITION FROM `REVERSE PAN ROLLED CURB TO REVERSE PAN VERTICAL CURB CONSTRUCT 4' TRANSRION FROM REVERSE PAN ROLLED CURB TO REVERSE PAN VERTICAL CURB 125 LF REVERSE PAN VERTICAL CURB PER ACHD SD-701R VERTICAL 4+00 CONSTRUCT.4' TRANSTION FROM CONSTRUCT 125 LF REVERSE PAN" REVERSE PAN ROLLED CURB TO VERTICAL CURB PER ACHD SO-701IR REVERSE PAN VERTICAL CURB CONSTRUCT 4' TRANSITION FROM , REVERSE PAN ROLLED CURB TO REVERSE PAN VERTICAL CURB 1.32 TVC o } 4+22.07 di I 4+15.41 0 ► I NA610 V = Rll 1V ►m021 rAl .. • �r �V 5+78.33 6+08.16 ui 5+97.51 CONSTRUCT 4' TRANSITION FROM REVERSE PAN 'ROLLED .CURB TO CONSTRUCT'4' TRANSITION FROM REVERSE PAN VERTICAL .CURB REVERSE PAN ROLLED `CURB TO-- CONSTRUCT 125 LF REVERSE PAN '. REVERSE PAN VERTICAL CURB VERTICAL CURB PER ACHD SD'-701R' 6+00 CONSTRUCT 4' TRANSITION FROM CONSTRUCT 125 LF REVERSE PAN REVERSE PAN ROLLED CURB TO VERTICAL CURB PER ACHD SD-701R REVERSE PAN VERTICAL CURB CONSTRUCT 4' TRANSITION FROM REVERSE PAN ROLLED CURB TO REVERSE PAN VERTICAL CURB 0 6+08.33 ui 1 o -T•7_T»6-1W1►I01-V11:1 11 • 6+34.16 4'x4' FLAT STREET SIDE LANDING PER ACHD SD-712G 2540.77 FL 2540.75 FL 2540.78 FL 2540.74 FL 2541.09 TSW 2541.13 TSW 2540.85 TSW 2540.83 TSW TRUNCATED DOMES PER ACHD SD-712C PEDESTRIAN RAMP NO, 9 DETAIL SCALE: 1"=10' KEYNOTES • U)U W -° �0 L M m " co A Q� Op0 UN U .� Z Qo0 oN1n V� O J coW Q 5:(LL axIII W a Zo'Z QW I=' 06 � y � M > co MJ L coM 1n woa rV �Z F-Iz J QW NIt CD ro W 0NW J � W LL z a0 MI �a Py a y n a Wa a, _ �% mm a `o � N o p m N 0 W p Uj d � > Z LL Ro 0 a Q a J am SCALE: J Z v HORIZONTAL 100 5;Q 5 25 0 15 50 150 Q Z J a VERTICAL J 1 5 15 li mm 61 0 3 10 o HORIZONTAL 1" = 50' VERTICAL 1- = 5' a 2552 ¢ 2552 ) . o vo CD Oc 0i.._ cn �m LO LL `m _.. _. _.._.. ; _.0 Njh O ° �o oNoo Li ..Z — w�17 J�N N� NO �� O�O.0 �'t 2548 2548 +� to _.. ... G) � ... ......<. + �N 117 _..._ _... ... +117 Odd': Zr7 d- �� Z+Lo +1n rN NN +1) NN" +� C�nN Z+in �lhN rN { .. ....... 2544 EXISTING GROUND _ 2544 ? 65 ..-0.23% _ -0.23% 2540 2540 FINISHED GRADE 2536 0 2536 0< 2532 zi� 2532 _ cn U' AVILLA DR_ "' z f� Lo CO U) M O 00 O M o0 cG O N M G) N N N N O N .0) O N O N N d) NN NN NN LoN CNN N N N N N N N N N N N N N N O1 -© NOT USED THIS SHEET. © CONSTRUCT PEDESTRIAN RAMP N0. 9 TYPE 'G' W/ TRUNCATED DOMES PER ACHD SD-712G AND ACHD SD-712. SEE DETAIL THIS SHEET. o Z O ® CONSTRUCT PEDESTRIAN RAMP N0. 10 TYPE 'C' W/ (n O TRUNCATED DOMES PER ISPWC SD-712C AND ACHD U SD-712. SEE DETAIL THIS SHEEP. > W � © CONSTRUCT PEDESTRIAN RAMP N0. 11 TYPE 'H4' W/ Q O (j>cocnp Z_ Q � � 2 TRUNCATED DOMES PER ACHD SD-712H AND ACHD SD-712. SEE DETAIL THIS SHEEP. m Q de a Z M M � Q it 00 ©- 30 NOT USED THIS SHEEP. _ 30 o ,* Z 31 CONSTRUCT 20' TRANSITION FROM REVERSE PAN ROLLED Z W :5 w Wm—^O o E — Z � (n CURB TO ROLLED CURB. r, O Z W � Q � W ® NOT USED THIS SHEET. Q W O J Z� ZLU 2 3© LANDSCAPE ISLAND, SEE DETAIL THIS SHEEP. a — � _ Q � Q CIDa z 0LL W J Q Z d Q a O U U Ww 0 rn *CONTRACTOR TO FIELD VERIFY HORIZONTAL &VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED FOR CONSTRUCTION N a o THIS DOCUMENT IS THE PROPERTY OF LEAVITT &ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: sneer Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' 11 OF LEAVITT &ASSOCIATES ENGINEERS, INC. 2+00 3+00 4+00 5+00 6+00 /+UU b+UU li-+UU �I(E 1D - APPROVED . '.L'AB: R � v-uieiaivxi 0\ \i 00IN&WILTM113� _ PEDESTRIAN RAMPS N0. 12 AND N0, 13 DETAIL SCALE: 1"=10' 101 JII alw�l 0 4+51.65 PC 2a 2+43.50 PT '-Z�/ 0 3+3+00 1� -,4+00 c'1 N SFP AVF ill - O �' N rn rn ±' M M O FFS41.08 I, j I' 2540.98 FS I i I I Op EP EP I' O � I I 4).0' 1� �[ cio 331.0' Z � N w p 2+43.50 PC J 2 = V) 5+26.50 a�W Rry(�e 4+81.96 P ?i, V) %l .,..., 5+4/ 2.43�ME \ 5+00 -1 -I - d3 L- d3 b 2556 2556 2552 2552 . 0 ...... v L ULy li � J 00 N � 2548 0Q o � rn � � d � � � � 2548 . _. g00 ram._.+.� �i+in __. _.... Ln N. — + U-) M N 't N 2544 (31 EXISTING GROUND 2544 2540 0.10% -- -_ I 2540 FINISHED GRADE 2536 C) 2536 o 2532 z uJ 2532 cn LO_ N SEPINO AVE. w M N n c0 eD eD r r cq n r in Ln Ln �n n u� Ln do N N N N N N N N 2+00 3+00 4+00 5+00 -O NU N Lu td 0 m �Z J cm Q� Oaf 10 co U QU) V C7 O NN Ov0�J J ? a X w Q L" Lu 2aZ W cc Lu �W I.- c Z°W Q U Z 06Z co � � M N J L—(/� M r wca Z �(Dz J QW U) W NNW J �w LL Z N 0 M = �a 4 w m mm m= «mW o SCALE: ' a o� 0 HORIZONTAL d N 5 25 100 '- { 0 15 50 150 O VERTICAL WW J O 1 5 15 0 3 10 = — Z� C) Z Q HORIZONTAL 1" = 50' w o VERTICAL 1' = 5' Q 0- z KEYNOTES O1 - 90 NOT USED THIS SHEET. 00 mm 10 EXISTING POWER POLE AND OVERHEAD LINES TO BE Z Z s d REMOVED OR RELOCATED. COORDINATE W/ IDAHO POWER. Q 0 J 1 1 ©5 NOT USED THIS SHEET. ^ FL Z uj © CONSTRUCT PEDESTRIAN RAMP NO. 12 TYPE 'C' W/ r^ d TRUNCATED DOMES PER ISPWC SD-712C AND ACHD SD-712. SEE DETAIL THIS SHEET. cn © CONSTRUCT PEDESTRIAN RAMP NO. 13 TYPE 'C' W/ (L 3m o TRUNCATED DOMES PER ISPWC SD-712C AND ACHD J SD-712. SEE DETAIL THIS SHEET. ® CONSTRUCT CONCRETE DRIVEWAY WITH RAMPED SIDEWALK a PER ACHD SD-7108. SEE DETAIL THIS SHEET. LT CONSTRUCT 29.0 LF 4' CONCRETE VALLEY GUTTER mm PER ACHD SD-708. m m 3U0 CONSTRUCT 15' TRANSITION FROM REVERSE PAN ROLLED CURB TO ROLLED CURB. Z 31 CONSTRUCT 20' TRANSITION FROM REVERSE PAN ROLLED O CURB TO ROLLED CURB. cn 0 3© NOT USED THIS SHEET. U LU U>co0 � O mQ 1*un = � ZQcoo i<moo�O w300vZ Z Q W w Lu —0 o�5Zvtn o (�- W oa<scr zWLL-p Lu W Q W oJZ5EZ2 J aoow0-2 a Q�� � Q CD } Z O W 4" *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED o� FOR R TION N O r O O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number; TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' �2 OF LEAVITT & ASSOCIATES ENGINEERS, INC. APPROVED . •.i Ana: � � r-..,.��.�, 2542.52 Ti 5+23.76 L \ 2542.68 TBC 8+77.72 LT 8+35.47 RT O oo * 0.40% W PHILOMENA CT 0.40% 6+00 0,40% 5+00 _0.40% 4+00 0.40% 3+00 Ix 5+68.78 5+03.79541.6 3+73.78 3+08.78 31 2+43.51 PT a o 9 + N < 4+38.78 11 O cq 'c + � 12 Fra 14 3+94.96 I UW 13 15 16 17 0y NDm�j— _.. _.. .. _. — — — — ----- a= in 3rn — — — — 23 22 I 21 ,'20 19 2+100 II 2552 w c� 0 2552 0`` CD CD CD� one zo CD DO _ u _ _^N 2548 N � o a _ CN '7 h rn rn a co 2548 vwi o � + � `LO r .. N � r- N _... + N + N N '.N + N �.. (i NN 7N +tn CN 2544 FINISHED GRADE 2544 1.500 2540 _ _ � 2540 -2.CO%:�4 _ 2 EXISTING GROUND J 2536 z 2536 w o c CD 0 2532 z'= 2532 cn W PHILOMENA CT. Z w L� Ln N O c0 00 r7 -t Ln 1q: rn O M N n 00 O Oq O O O N O O O N N N N N N N N N N N N SCALE: HORIZONTAL 5 25 100 0 15 50 150 VERTICAL 5 15 0 3 10 HORIZONTAL 1 " = 50' VERTICAL 1 " = 5' KEYNOTES Ol 9O NOT USED THIS SHEET. 10 EXISTING POWER POLE AND OVERHEAD LINES TO BE REMOVED OR RELOCATED. COORDINATE W/ IDAHO POWER. 11 - 30 NOT USED THIS SHEET. 31 CONSTRUCT 20' TRANSITION FROM REVERSE PAN ROLLED CURB TO ROLLED CURB. © REMOVE APPROX. 981 SOFT. CONCRETE PAD AND DISPOSE OF OFFSITE. *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED FOR CCIMSTRUCTION �o W V d �p O �Z m?� Q j = pa0f „ ovai a O J Z w aX ,;,at LL Z � V/ W Z'0 QW W orj Z � M > N m J m Z iW woe ��z Q W � U) J U)NW �W LL z d 0 M = I �z to W� eJ oo- Qa ti N_ O ~ N O W 0 J O LL m 00 0 0 0 Z (L (L Lu o �m C Z d O U J JZ J o CL 0- `m ^ CL o` r ti _O cl) 0 LU U>como Do ZQ11LO2 ui z W w m --0 Q E�z W n w 0 w a<< o: U 2 3 W LL p W W Q w O JZRZE J aaow0� C. Q u EL Q CIDz Z W O a THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' OF LEAVITT & ASSOCIATES ENGINEERS, INC. J Q 0 Z a 0 a Q a 0 U LL rn ww o co Sheet Number: 13 2+00 3+00 4+00 5+00 6+00 7+00 8+00 �JJE [RD[,��,- THIS DOCUMENT IS THE PROPERTY OF LEAVITT &ASSOCIATES �J o ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT W U 0 c APPROVED TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT M I OF LEAVITT & ASSOCIATES ENGINEERS, INC. m � 0 /19/11 a 10 t- -- -- -- a— ' co co V J <xw I U) W w < QW I`- Z°W I p6Z_ Cn co 0 to w � coM J \ W co IQ g 7 Z oa 1 " w A Z r aW NaQ W N N W C w U: U. Z ma 1 I I 1 I I I I I I I I I I RI � I U I a , I 1 I I I I I I I \ I INSTALL STREETNAME SIGNS _ I PER ACHD STANDARD DRAWINGS TS-1109.03 AND TS-1114.01 INSTALL TYPE II TERMINUS BARRICADE PER ACHD SD-1132A. W AVILLA DR —. — — — INSTALL TYPE III TERMINUS BARRICADE PER ACHD SD-1132B. INSTALL STREET NAME SIGNS 19 NSTALL STREET NAME SIGNS rT INSTALL TYPE II TERMINUS PER ACHD STANDARD DRAWINGS TS-1109.03 AND TS 1114.01 PER ACHD STANDARD DRAWINGS BARRICADE PER ACHD S-1109.03 AND TS-1114.01 SD-1132A. 18 2 I i I I - - r V) 5 25 100 V) (li 0 15 50 150 SCALE: 1 " = 50' U U I *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. I APPROVED I 11 T INSTALL STREET NAME SIGNS PER ACHD STANDARD DRAWINGS — /` —LL STREET NAME SIGN FOR CONSTRUCTION L - TS-i10-9.93 AND TS-IT40- -- -- —L—._ 1 TSRINST1109D03TAND _TS-1114.0GS IN RSTALL TYPE 11 TERMINUS R CADS PER ACHD , SD-1 132A_. — — — — — W DAPHNE ST .. � O O U U>wMO D O ZQleLo2 mQ aQxCDMO °pOO,tZ V) Z w wm--O a e2—Ztin L)0 wOQQC�0: w (� — z Ill w aozli z _J aoowo@ a < LO a (D z z W � a SCALE: 1 "=50' J Q jr O Z d Q a w 2 O ILL (n O w LU w O rn n z m z N w N Q N O O C Z Sheet Number 14 No Text APPROVED J I m �a_ ovisrzz 0 02 i •,cne�xFrm, ap rj a = u UN •k Z 0NN V/ 0 4xLij w W J Q �- 2LLz �W Z°W Z m > L � Oaw to m J Z woa. >W �Mz J q _ Q N�Q W r NNW —� M w IL Z N0 ro I �IL J. SCALE: HORIZONTAL qa �z 5 25 100 Wes° `oa 0 15 50 150 0`. VERTICAL N 1 5 15 m f- 0 0 3 10 N HORIZONTAL 1" = 50' VERTICAL 1- = 5' ° s SSMH—B o W STA: 4+22.67 g - '� a rn cq of'o 00 � � � �.M � � v W � NOTES: W 1 � E 0 n rn� ®� 3 ^ o C0 Z ryj 1. ALL MANHOLES SHALL BE 48"0 STANDARD li z + Ln + N + N O+ - N + . ao W MANHOLE TYPE 'A' PER ISPWC SD-501 UNLESS °o -• tO �`� 'n a ciOi N `O N N N NOTED OTHERWISE. ISPWC N CC 1 EZ w SSMH—B2 J c _ - J t ' W 2. ALL SERVICE CONNECTIONS SHALL BE PER 1LiL vi w vi vi Li vi vi L i m m w �j . 'ry} � SSMH-B3STA: 6+51.24 . w N V) SD—s11A. J Z 3. EXISTING SEPTIC TANKS AND SEWER DRAIN STA: 7+29.10 \-..�F,_ 1 ,� � N SSMH—A2 FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT d�' ��, STA: 3+23.93 Y +2 s W PHILOMEN N CT REQUIREMENTS. 1 1 Z o S.C. 7+29.10 �4 ' 63S71 — — 1 94744 S.L. 86.1' L E.I. 2531.72 J N t YJ� 0 l 4+ ,0 J I &?0 2 0 �g o ; n �, SEWER LINE C -� N Lo N m O N J 0 �.� N - � � � � SEE SHEET 17 � Q +'.jM m O NJO NJ,. �..� NJCO l7 Jr7 d h MN Q O M7• n p0 N M Ji j J� t0 .. + 4 r'J OI Ind N te a) O ifl m ... C6 , . U J J (0 N } N + • N N 0) c0 co M co co tC co t0 I W C T nV J UJN Lo NN nNLo N MN� +�N +L6 Q Fm 1 N N N N N N N m (n V) W U J J U J_ U J_ U J J U J J U J_ N O .. O X in (n w N cn w cn (n w vi (n (,.i vi vi (,.i vi vi (,.i I((IZ 6 J 10 11 12 13 14 SEWER LINE B 15 16 17 � 0 0 e k; _,. m 18. FINISHED GRADE 2540 s. 2536 M�Ai _ CONST. 8" PVC SEWER 2532 77.9 LF 0 0,60% CONST.'8" PVC SEWER 228.6I LF 0 0.40% 2528 M N, (n N m co 06 00 _ 2524 N LO p Lo N •' N 0 UJ _ NNE W �_ •• NN3 ~ 2520 ) +N 0 +0,z z I N» ( a� zz U)x cn —� ao 2516 (n w Do 00 SEWER LINE B — — — — — 2540 — EXISTING GROUND 2536 2532 CONST. 8" PVC SEWER 2528 222.7 F 0 0.40% m f m to ,_ _ ,_ ____ _ • _ _ tp _ z � ~ n ^ N N 2524 N _ __. N Sl z N N C,4 �j NNN� V003 j o W VIZ pMjMi:z 3_W..F- 2520 O 0 �Lo N> > o' � CD N�Z Z Z p +m — z z I N > > > > z LJ 90 90_ z z z z 2516 nW _ N x ? w 00 00 00 00 Li LL c0 c0 r- 00 (D (n � �t r) O) 1 [O ' N N G� 1� [O Lq ll� Ln�f) to LnLc) LnLc) Lr) n Lo d) N N N N N N N N N N N N z O V% O LIJ U>cCci0 coM W Q aQmooMO D � w o0O'tZ Vi Z w W Co --0 a R 2 z 't Cn w w C) < M cr U 3:- oWW Q oJZXZm J aaow0 @ a < Lo CL a c0 z Z Ix w 0 FZ J a O z a O (L a a 0: —w O U WLLJ 0 N *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NNOT A" PROVED FOR W o I — MO r O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES - -c ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: I Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1 if 16 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 7+00 6+00 5+00 4+00 3+00 2+00 �IfE 1D- � APPROVED o L 7� J m 05-/22 r ` O wco 0 G 10 U vj c� o v y 0 ? axw W J Q'- �LLz V)W F_ ZOW U n� 06 Opal � rnM� �Z woa QW (Dz J_ to Q OD W NNW J �W LL Z p0 m = �a c°o a m 'All' o R NO C> J •• 0. O .2 Q O a. - - - . - - - - - - - - SSMH-D 1 - - - - - - S 18 -� _m.e. �' 3+60.04� 23FSTA: I � O --------- 0 SCALE: 21 a 20 0 19 �T 0 T ��� onnay van HORIZONTALm ¢ w W o SEWER LINE 6 �1 s i 5 25 100 o- o- J co u7 N c0 u'7 O OL c00 of = SEE SHEET_ 16 i + o n 2 w w z n n o N 0 1 CA_ onN a ww _ A' 0 15 50 150 N �N �aN �N NON P W E -- —' c� - w 1. c _ C5 - ci � - 6 c� _1 ' to a W m i - E N w Lo N w o 0 i , I- rn w rn w rn rn m i,.i of vi i,.i o v ---- ----- --� -- -- --- - --o Q ---'' I i 5:C. 4+es.36 VERTICAL z �% .'" S.L. 40.4' L 1 5 15 �. [L PHILOMENA CT _ ����� - ;E.I. 2536.77 10 �. _ W —� iSKEW {{ 0 �� Z ', i — — 3 3 39 45 HORIZONTAL 1 " - 50' _ HORIZ W Aui�La R VERTICAL 1" = 5 4s+'am --- o o----------- 4 69 90,00 3FOO W Z O — raNk �; o 16 N-- -- -- - ------ ` SSMH-C1 �'� w0�.�.2 00- m�­ o ro 1 , SEWE R LINE ESTA: .' SEE SHEET 18SSMH—A2 +ate 16 woti WQ NOTES:STA: . Q w J - O i 1 , ALL MANHOLES SHALL BE 48"0 STANDARD SSMH-D2 Z cn Z D Li yr SSMH-A3 Q a ? Ln vi w MANHOLE TYPE 'A' PER ISPWC SD-501 UNLESS STA: 4+69.37 = . O a w © ir to STA: 5+63.20 W 17 z NOTED OTHERWISE. w 1... - '-J 2. ALL SERVICE CONNECTIONS SHALL BE PER ISPWC 3 w wJ n- 3. ALL SERVICES SHALL BE A MINIMUM OF 5' FROM THE OUTSIDE OF MANHOLES. O J 4' F IISTI MUSTTIC TANKS ANDABANDONED SEWER DRATDANCE D a WITH CENTRAL DISTRICT HEALTH DEPARTMENT 'mm REQUIREMENTS. m 2524 FINISHED GRADE EXISTING GROUND 2540 2536 &• Lo vC FP© Lri tn 2532 CO$a 3p1 __ Z _ . _ 3 U p 2528 +. p I N j _ tp _Z r� Co�Q CID Co It) 2524 NNN CV NNN .. 2520 2520 Z Z p Q+�Z I (Vjjj> 2516 M.. ZZZ Z 2516 tcop ....... D_' to4700 Z w 2512 Of CD 2512 CD o z w SEWER LINE C w �h Nl m O r7 cN � Ln Il� O OS O to 0 0 0 Ln Ln Ln Ln Ln Ln Ln Ln N N N N N N N N EXISTING GROUND 2540 2540 FINISHED GRADE 2536 �qi�q_ RR 2536 coNST TFR M CONST. 16" CASING �93 8%A <f' �C 20.0 LF CENTERED 2532 CD UNDER IRR :LINE PER MERfDiAN STANDARDS 2532 _.. A9. SW1 AND SW2 CONST.-8" PVC SEWER O N 160:0 LF @ 0.40% 2528 2528 �N d •. l) u) N (V0Np Iwv— 00 CND N 2524 D qt p00 ul in (V N 2524 i Nj _ aC4 _ _ LaU) _ Z i-. .... N C4 .. _ vic~nF$o _ c 3 =) Z Z 04 CIDp LJ 2520 +-* p Z Z p 2520 N j j j +L0 _ _ O! ZZZ I CV>>> _ f/)Qa a a 2516 0 to 00 00 a0 aG Q0 2516 LK a0 � o 0IOf 2512 z'o 2512 X-N _ z SEWER LINED � 00 't d Ln Ln Ln Ln Ln Ln N N N N N N z O Vi 0 j U LLI � U>wco0 co ZQ"tLf)2 mQ aQcram moD wDUD�Z cii Z W wm--0 Lu wDaQo)� cis zwILL pww Qw oJZcrZ� J aoow0� a Q10�11} Q cfl Z w O a J Q 0- O Z (L a Q m rr cl) LL LL D w W w D S2 *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. ZNOT APPROVED m FOR CONSTRUCTION No T THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES I I I I AZI ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' 7 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 2+00 3+00 4+00 5+00 5+00 4+00 3+00 2+00 No Text No Text OfE 1D-06 APPROVED W a 00 OS/19/11 Z m Q _ p'tf x UN o°N `! ? a X w O'� Q 2 LL z �W Z°W aZ 06 _ �M> U) Z (J) M woa >W w�z J_ Q to N Q W NNW J �W LL z m I �0. m d a e z Li W C N O W SSMH—G1' I o W SoTA: 4+34.23 o rn rn a 't .- 0_ N O of O m O IC In + N �+7 O to N M O In VJ Ln O in O n in N O Lo O in O In O i . _. _...._. N N NN N N N N N N N N N NNN SSMH—G2 U J ' VJ VJ N LJ tiuin N (n uJ U J- U J C)J U J_ N C) STA: 6+74.45 VJ (n LJ- 0 UI (A LL{ ' ' (n (n w In (n 4J V7 N W Vl (n W I (n VW O - ,. w ,0 o Q N UCHFIELD AVE y O 7 NJN N co O J DD OJODJ ,..4: .,, ...... in N NN � �o a) oN It n mn O �� n 9 _� N N N N 4 �_ N M C N M L N N a'� N N; a) N UJ_ UJ ./J// UJ_ UJ_ UJ UJ_ UJ_ UJ_ U.J_ N N 4J VI N 1.(E .. (/j In LJ (n (n LJ (n (n LJ (n (n W (n N W (A (n LJ N (n W O O O O I \'" _ O 1 I 2536 CONST• 8" PVC SEWER 240.2 LF ® 0.607 _ CONST. 8" PVC, SEWER M STA: 4+32.62 O 2536 2532 2528 rn '1 _Lo_ Z NN Lf) 00000000 • N .. Z� 04 N 2524 N co NZ _ tnW N 3, _ 2520 NHS _ Z — �N 9> N .v.� +� Z Z 0 2520 co __ Z Z f N> > > _ vV) =' o z z z V*nSao 00 z w mQ— — — 2516 pr< fA � a0 too00 2516 C'CD c� o Z w F7- SEWER LINE G (n O 00 n (n 00 O N •— M (n (n n (n (n N N N N N N N N N N N N N N N SCALE: HORIZONTAL 5 25 100 0 15 50 150 VERTICAL 5 15 0 3 10 HORIZONTAL 1" = 50' VERTICAL 1- = 5' 1 . ALL MANHOLES SHALL BE 48°0 STANDARD MANHOLE TYPE 'A' PER ISPWC SD-501 UNLESS NOTED OTHERWISE. 2. ALL SERVICE CONNECTIONS SHALL BE PER ISPWC SD-51 1 A. 3. EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED FOR CONSTRUCTION oom <a W J_ w O Zw (L J O 0) d 0) 3 O Z a o zz Q s m W Z ° v S v) Q O a J °m (L J O a m z O V) 0 j U W � U>(o�O Do zQ"U) 2 _2 wODOtz in Z > Wm--O a ❑ 25z4Un W O i2 C, ' C 3 wu- o W W QW ozizRz� J a co w 0 d a U) Q co z z W � J Q O Z 0. O a I.- C O U ILL rn w o y U) THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' 20 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 7+00 6+00 5+ �QE APPROVED 0 M9122 f d a C 0 .y d a M m a y z 0 w o m U) m NOTES: —' U U 15 1. MIDSECTION LINE WATER MAINS SHALL HAVE 5' OF COVER. IN ALL OTHER F` > AREAS, WATER MAINS SHALL HAVE 4' OF COVER. w 11 " CONSTRUCT 8" C 900 2. ALL DOUBLE METERS SHALL HAVE AN 1"o SERVICE LINE AND 3/4" METER d I WATER MAIN 332.8 LF PER MERIDIAN STANDARD W3. 11 3. ALL SINGLE METERS SHALL HAVE AN 1"0 SERVICE LINE AND 3/4" METER of I O Z I 14 PER MERIDIAN STANDARD W2. Z�� 4. EXISTING WELLS MUST BE ABANDONED FROM DOMESTIC USE IN ACCORDANCE ' 11 © 11 WITH IDAHO DEPARTMENT OF WATER RESOURCE REQUIREMENTS, WITH S VERIFICATION OF DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. 5. CONTRACTOR IS REQUIRED TO VERIFY ALL PIPE JOINT DEFLECTION ANGLES O O I 1 3 \ O DO NOT EXCEED Xz OF THE PIPE MANUFACTURER'S ALLOWABLE DEFLECTION. ' 1I - CONSTRUCT 8" C-900 6. NO PERMANENT STRUCTURES CAN BE OVER THE WATER MAIN OR WITHIN ITS I I WATER MAIN 385.9 LF EASEMENT. ® 11 3 rn � I o EXISTING WELLS) MUST BE DISCONNECTED 11 rn J FROM ANY BU LDINGS THAT REMAIN WITH 11 0 J Cl I VERIFICATION OF DISCONNECT BY I n - - rn MERIDIAN PUBLIC WORKS DEPARTMENT. u - � z f oo In - ? 9 WELLS THAT ILL NOT CONTINUE TO BE USED MUST B PROPERLY ABANDONED, m f NW 11 3 DOCUMENTATION OF ABANDONMENT WILL 1 1 3 ?< z BE REQUIRED TO BE. SUBMITTED TO THE 11 � ov 3 z w CITY. CONTACT IDAHO DEPARTMENT OF w 12 10 0 ¢ WATER RESOURCE FOR .ABANDONMENT. -' z w e c)3� _ 12T- W yy W W ... ..�. ._ W; W REMOVE TEMPORARY BLOW -OFF 4 DAPHNE ST - — — ASSEMBLY IF PRESENT AND -- - - -- _. „W 4 CONNECT TO 8" WATER MAIN. COORDINATE W BRODY SQUARE SUBDIVISION CONSTRUCTION. � O ;"t N0 WU 10, coM A Q— 0 (D U IA ,X C7 QcoU 0 N W J z:¢ X w uj Q uj 2LLZ AU)Lu V/ Lu c Z 101W V � m =nk �Z �m> Lr—^ V N M J w0 —Z X(Dz J_ QW W W � ¢ NNW J � W LL Z a0 M= �a —a c4 as 'm� _ c� �C .�i Q 0 T y N o p d C-4 0 T O p E CD ZCD z O Z Q a to o J a a 5 25 100 n z 0 15 50 150 ui ow SCALE: 1 " = 50' Q Ol WATER KEYNOTES INSTALL 11.25' ELL (MJ) Jo a O INSTALL 22.5' ELL (MJ) 3T m O3 INSTALL 2" BLOW -OFF ASSEMBLY PER o MERIDIAN STANDARD DRAWING W13. ® INSTALL 8" TEE (MJ) W/ p 2-8" GATE VALVES (MJ) d O5 INSTALL 90' ELL (MJ) om 1-8"x6" REDUCER (MJ) 1-6" GATE VALVE (MJ) o 6" C-900 WATER MAIN 7.3 LF AND A FIRE HYDRANT PER MERIDIAN Z STANDARD DRAWINGS W8 AND W9. O © INSTALL 90' ELL (MJ) cn 1-8"X6" REDUCER (MJ) 0 1-6" GATE VALVE (MJ) 6" C-900 WATER MAIN 27.3 LF ` / W 0 >(p co 0 AND A FIRE HYDRANT PER MERIDIAN Q 0 ZQ � 2 STANDARD DRAWINGS W8 AND W9. = w _ Z 10 ' Q O7 INSTALL 8"xB"xB" TEE (MJ) _ — Q ( 0 0 O't Z 1-6" GATE VALVE (MJ) 0, p 6' C-900 WATER MAIN 13.0 LF Q ww M Z o) ch AND A FIRE HYDRANT PER MERIDIAN STANDARD DRAWINGS W8 AND W9. W O w 0 Q Q 4m w� L W ® CONSTRUCT 8" C-900 Q w 3 o -J Z Z WATER MAIN 12.1 LF. d 00 LU 0 O9 CONSTRUCT 8" C-900 a Q Lf)� a WATER MAIN 5.7 LF. < to Z 10 SEE WATER NOTE 2 SHEET 2. Ix 0 11 SEE WATER NOTE 3 SHEET 2. wa ~ 1© CONSTRUCT 16" CASING 20.0 LF CENTERED ON THE IRRIGATION LINE PER MERIDAN STANDARD DRAWINGS SW1 AND SW2. J 0 z M 0 a F. a a. Er E O U ILL N WLU 0 LD *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. � m z N01 APPROVED N W ` N N o THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' 21 OF LEAVITT & ASSOCIATES ENGINEERS, INC. r 5 25 100 0 15 50 150 SCALE: 1 " = 50' PRESSURE IRRIGATION KEYNOTES O1 INSTALL 22.5' ELL (MJ) O2 INSTALL 90' ELL (MJ) O3 INSTALL 45' ELL (MJ) AND 22.5' ELL (MJ) ® INSTALL 6" TEE (MJ) O INSTALL 6" GATE VALVE (MJ) © SEE SEWER NOTE 1 SHEET 2. O7 CONSTRUCT 6" PI MAIN 10.0 LF ® INSTALL 11.25' ELL (MJ) y -- -Pr - -pr ` —� _ - — — - '. -2 PI— *CONTRACTOR TO FIELD VERIFY HORIZONTCAL LOCATION APR OR TOTICONSTRUCTION. — _ _ _ — a� _ -. .. o W DAP STNOT - APPROVED g FOR CONSTRUCTION wU �0 1n a �—Z mm Q Qaf Uw U) V k C7 Q ao U O N to O /VyJ J Q ? Lu aXw LL 1L f Z coW ZpW er Z ? F M � Cc m LLr c� N m J woa — Z �z co J_ QW W U) Q co F- J NNW �W i LL Z ap m 2 ,a I , j\ Y'aki d o ca � 0. 0 0 Q T y N Z O V) 0 ? UJI U U>com0 co inQ a ZQItt2 _ c3 w QMcocoap Ei00-qtz inZ Q W WLU o 0 2�Z'ttn C U- w ZWU-o DaQC�� w QW oJZ Z� J aaow0� O. Q n�a Q z Z O W a J Q 0 Z a 0 a F. Q (L ir 0: 0 (� LL N p UJ W O U) N W N Q N 0 T THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT I SCALE: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' OF LEAVITT & ASSOCIATES ENGINEERS, INC. Sheet Number: 22 2539.19 FS ME FS ME i 5 79* FS ME 254Q-a# FS ME a FS ME 40.7 FC 'F THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ' in ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT W U c TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1 J � ?� OF LEAVITT & ASSOCIATES ENGINEERS, INC. r j 0 ='T0 Q'06 U /A ,k C7 O N N J ? axw N�1IJ qcz W QaZ �W � Z°W Z > 06 L woa Z iW �(Dz J Q Naa W U) N_ W J � W LL Z NO M = a 5 25 100 0 15 50 150 SCALE: 1 " = 50' *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONSTRUCTIONNOT APPROVED FOR �X� o l C'A 4 , •. N $ o > ' N w tc•;� rj E �a ca Om O`o 'm Z O O ? U LIJ > U (oc)0 Q 0 zQ"U)2 0 w0o'7z co p U) z W c Wm--0 E—zgtn Q W o U� W zW�pWW oaaO)x QW oJztrz� J a ODW02 n�a} Q Q `° z � W 0- SCALE: 1 "=50' J 0 Z a 0 a a a O U Cl)LL W W U) L Sheet Number 23 �I(E APPROVED 0 M9/22 ...L'A9:t'ry Uzi o� i m s a SCOPE OF WORK Packaged Pump Station supplier shall provide a variable speed submersible turbine pump station complete with pump, piping, valves, sensors, variable frequency drive (VFD), programmable logic controller (PLC), UL 508A listed control panel, and all appurtenances necessary for a complete and functioning system. The station shall be mounted to press brake pumping Y formed steel base and enclosed in a powder -coated marine grade aluminum enclosure. The pump station shall be manufactured b a UL QCZJ certified um station Y pump manufacturer. Technical Service and Support. The manufacturer shall provide access 2417 phone support with a factory certified technician. The technician shall have access to all relevant data specific to the pump station, including specifications, submittal, shop drawings, programming, and detailed photos of the system. Factory Testing. The pump station shall undergo and pass all of the followingsystem performance tests: Hydrostatic testing that Y P Y 9 meets ANSI/HI specifications and standards, Flow testing that se P 9 meets ANSI/HI 14.6 specifications and standards; and Vibration testing that meets ANSI/HI 9.6.4 Vibration Measurement and Allowable Values specifications and standards. The pumping system shall be flow tested as a complete unit, which shall include function testing of pumps, motors, instrumentation, appurtenances, and control panel. The results of all tests shall be available to the owner. PRODUCTS Piping, Valves, Skid Base, & Station Enclosure. Piping. The station piping shall be standard wall pipe with grooved connections. Flanged or welded connections shall not be acceptable. Threaded connections between the main piping sections other than at the pump volute shall not be acceptable. Valves. Butterfly style isolation valves --with grooved connections --shall be included on station suction and discharge piping. Flanged or threaded connections shall not be accepted. A non -slam check valve shall be included on the discharge of each pump. An air release valve shall be included, located immediately after the pump check valve. Skid- The pump skid shall be made of 3/8" press broke A36 steel. No welded bases or open rail systems shall be acceptable. Corrosion Protection. The pump skid and appurtenances shall be cleaned to bare steel and hot dip galvanized. All piping including elbows shall be galvanized inside and out. The pump station shall be pressure tested prior to galvanizing. No welding shall be performed after the pump station is galvanized. The skid an piping shall be warrantied for a period of 25 years. Station Enclosure. The pump station enclosure shall be constructed of marine grade aluminum modular panels to allow access to all pumps and components by simply removing any panel. The entire front of the enclosure shall consist of hinged doors. The enclosure shall be powder coated. The roof of the enclosure shall be easily displaced and replaced by one person for the purpose of servicing the pump station. The station enclosure shall include a ventilation fan (or fans) appropriately sized to adequately cool the enclosed equipment. Automatic Filter: The pump station shall include an automatic screen filter. The filter shall use suction scanning devices to automatically remove debris from the filter element. The filter shall be Amiad SAF with 200 micron filtration or approved equal. Control logic for filter flush shall be included as part of the main control panel PLC programming. Pump Control System NEMA Rating. The VFD, PLC, and associated electrical equipment shall be mounted in a NEMA 12/NEMA 4 enclosure rated for indoor/outdoor installation depending on site location. To avoid potential water or rodent damage, VFD's mounted outside the main control panel are not acceptable. Control Panel Manufacturing & Testing. The pump control panel shalt be manufactured and listed by a UL508A Panel Shop. The panel shall be UL labeled as an "Enclosed Industrial Control Panel". The pump control panel shall be completely prior to delivery to the manufactured, tested and programmed p ry job site. Documentation. A color wiring schematic and pump nameplate information shall be permanently affixed to the inside of the control enclosure. All field terminal connections shall be numbered and labeled. Cooling System. The control panel cooling system shall be appropriately sized for the ambient conditions. The cooling 9 system shall not allow dust, insects or rodents inside the pump control panel. Two sets of spare filters shall be included with the system. pumping Y Main Disconnect. A service -entrance rated, non -fused disconnect shall be mounted in the pump control panel and shall isolate all power to the control panel. The disconnect shall include an operating handle mounted on the control panel enclosure door that is mechanically interlocked to prevent entry while the disconnect is in the ON position. To prevent damage from vandalism, a disconnect external to the pump station enclosure shall not be accepted. Overcurrent Protection. The VFD bridge rectifiers shall be protected from over current by an appropriately sized circuit breaker. Fuses are not acceptable. Lightning & Surge Protection. The Pump Control Panel shall be equipped with transient voltage and surge arrestors. Convenience Outlet. The Pump Control Panel shall be equipped with a duplex outlet. Variable Frequency Drive (VFD). The VFD shall be appropriately sized to meet the FLA full load amps) required b ( P) eg Y the pump motor, as stated on the motor nameplate. The VFD shall be manufactured by ABB Industrial Systems, Mitsubishi, or approved equal. Initial start-up and calibration shall be performed by a factory certified technician, which shall extend the warranty on the control panel to a total of three (3) years. Programmable Logic Controller (PLC). The PLC shall be fully programmed prior to pump panel installation. The technician installing and programming the PLC is to be factory trained and certified by the PLC manufacturer. The PLC programming shall be non-proprietary, and the complete station programming shall be made available to the owner via a USB drive included with the station control panel. PLC Operator Interface. The PLC shall be equipped with a 5.7" LCD color touchscreen. The operator interface shall allow the user to make adjustments to the PLC program locally without requiring any additionalequipment such as a laptop Computer. A VFD control keypad is not an acceptable substitution for the digital operator interface. The PLC shall have an Ethernet port to enable remote access. To ensure that the control system warnings and parameters can be safely understood by a wide range of operators, the interface shall have user -selectable English or Spanish Interface PLC Control Functions: 1. User settable Loral or Remote control. 2. System Pressure Setpoint 3. Pump Sleep Settings, with two threshold modes: Sleep by Flow or Sleep by Frequency 4. System Protection Settings, including fault and warning parameters for low flow, high flow, low pressure, high pressure, restart trials and restart delay time. 5. Load Factory Default Settings, User Saved Default Settings. 6. Pre -Programmed Start -Up Routines to limit and/or delay starting and acceleration of the pump to eliminate excessive velocity and pressure. It shall also include initial start-up, mainline fill, power outage and automatic re -starts. PLC Monitoring Functions 1. The LCD color touchscreen must be capable of alternating between English and Spanish during operation by an end -user accessible button located within an operator screen. The system diagnostic utility must be capable of being displayed in both English and Spanish. 2. Pump operating status, total pump run hours, motor frequency, motor amperage 3. System pressure, flow rate 4. Fault Log with time stamps and diagnostic utility. 5. Trend Data with graphic display of systempressure, flow, 9 P P Y Y motor frequency and amperage. Data shall be exportable to q YP MS Excel. 6. USS port to upload, download of program, and data storage. Web -Based Remote Monitoring and Control The pump station control panel shall include a web -based remote control and monitoring system that can be accessed from any device with a web browser, such as a PC, tablet., or smart phone. No 3- party application or software must be required for accessing this information. The web page shall include full graphical representation of the pump station and its features and shall be capable of remotely changing all operating parameters of the pump station. The pump station shall automatically send email or text alerts regarding warnings and faults and specify the station and specific fault/alarm. The pump station manufacturer shall supply all required communication hardware except computer and computer accessories, including all necessary direct burial cable and antennas. Instrumentation. Pressure Gauges shall have a 304 stainless steel case, with bezel construction. Gauges shall have a 2.5" diameter and be liquid filled. Pressure Transmitter(s) shall be constructed of stainless steel and rated for the pump station discharge pressure. Flow Meter. The station shall include a magnetic flow meter. The flow meter shall have flange connections. The flow meter shall be capable of pulse and analog output. Current and totalized flow shall be read at the pump control panel HMI. Inserion flow meters and sensors shall not be accepted. High Pressure Switch shall be located on the station discharge manifold. It shall signal a system fault if the discharge pressure reaches a user -adjustable setting, with the adjustment mechanism located on the switch. The high pressure switch shall be IFM or approved equal. Diaphragm Style Pressure Relief Valve shall protect the piping network by bypassing or relieving excess pressure and shall maintain close pressure limits without causing surges. If upstream pressure decreases below the spring setting, the valve shall close. The valve shall be a Cla-Val Co. Model No. 50-011650-01 Pressure Relief and Pressure Sustaining Valve as manufactured by Cla-Val or approved equal. Filter relief piping shall be plumbed to the system wet well. Pump Protection Shrouds Each pump and motor shall be completely encased in a slotted PVC well casing. Both ends of the shall be thoroughly sealed to ensure that no water can enter at either end. Water shall only enter the casing through precision laser cut slots, which will not allow debris larger than can be passed entirely through the pump. All water entering the casing shall pass over, and cool the motor, prior to entering the pump. 1s 6" CONNECTION 0 2" FILTER FLUSH LINE %` INTAKE / SCREEN FLUSH LINE/ 10 M FILTER SHOWN REMOVEDFOR CLARITY 1• Em 4 tL 18 _ NEC CLEARANCE SEE LOCAL CODES l I i SENSOR/ 60" WE WELL FLOAT 1 SWITCH WET WELL CAP 974" OPTIONAL INTEGRATED PUMP STATION ENCLOSURE 4 12 11 0 b C= X" HOSE BIB 1 cW CLEANOUTJ % DRAII FRONT VIEW OVER PLAN ViCVY ' 7 3 16 13 15 3 14 O OPTIONAL MARINE O GRADE 'P © ALUMINUM ENCLOSURE JOCKEY PUMP ASSEMBLY OPTIONAL PPS INTEGRATED ENCLOSURE rIA—el—it DUTY PUMP ASSEMBLY WET WELL LAYOUT & MINIMUM CLEARANCES DESIGN SPECIFICATIONS Design Flow Rate. 350 GPM @ 80 PSI I—ng Power 480 Volt 3Phase Model #'. P—S on Pumping Systems (208) 323-5300 BILL OF MATERIALS ITEM DESCRIPTION Coun 1 AIR RELIEF VALVE 2 2 AIR RELIEF VALVE 1 3 BUTTERFLY VALVE, LO 2 4 BUTTERFLY VALVE, LO, GV 1 5 BUTTERFLY VALVE, LO, GV 1 6 BUTTERFLY VALVE LO GV 2 7 CHECK VALVE, ENBEE 1 8 CHECK VALVE, GROOVED 1 9 CHECK VALVE, GROOVED 2 10 ELECTRICAL PANEL 1 11 FILTER, SAP 3000 1 12 FLOW METER 1 13 HIGH PRESSURE SWITCH 1 14 HP RELIEF VALVE, ANGLED 1 15 PRESSURE GAUGE 2 16 PRESSURE SENSOR 1 17 PUMP. SUBMERSIBLE 1 18 PUMP. SUBMERSIBLE 2 9 SKID 1 *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. mR IFFOR I9 U)6 -I't0 W D rp O to A Q j O(0f U aMo J Q W axw CC U.Z ,N� V,W W ZOZ Q F► w O 06 cc � (1) > Q L/��w•, r V ��l� N m J v� M w >W oo ��Z J Q W N�Q NNW J �w �0 M = �a i r o ti D CD 5 K Z � Fu \ Q o`q of N o n m N VJ J_ O QO y 0 E 0 W '0 z 0 Q n 0 Z a O Z Ym U Q � U CO J 0 a a 3m D o a. J 11 mm Z O () 0 U U>(D�0 Q 0 mQ a<X00 ZG'tU)2 Q D2 w000WZ (/� z W W ao — —0 2_ZltIn Q W O ()— o w ZW�O O<< cr w QW OJZRZ2 J� aooWO2 Q co Z w � a. J Q 0 Z a 0 a a a 0 LL W O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES - ­1 ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT NTS 24 OF LEAVITT & ASSOCIATES ENGINEERS, INC.