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CC - Construction Drawingsm m R L I I uj i l I B 04 Z' I 'I 1 I 'I— UI BENCHMARK Y SET SPIKE U EL. 2541.22 g NAVD 88 DATUM m zl w I OI MI 0 z i I I I I I I I I PERA PLACE SUBDIVISION T.4N, R.1W, SEC. 27 MERIDIAN, ADA COUNTY, IDAHO S ] Ssp. s9 S°3 — —I 0 �;. S88' — — BLOC 1 N89'0613 W 311 32 N44-19'25"W © O ® O Ld a OI Z 0_ Ld cn �Z s O 1 BILON 2 t J VICINITY MAP SCALE: 1 "=500' 0 U o '" a Z o`� m o m Q � a =O �W Q W ¢xw fLLi QW ccZ�w U =n� 06 "' > rz w a O V ZLuca co m J (Dz J_ QW W N�Q J NNW �W LL Z aO �a - T- m E o gm a= o o`er o`o�� aco "? PHILOMENA CT. S s — — - i LINETYPES: SYMBOLS: � cn O '\ � I103 - - EXISTING CURB &GUTTER „' EXISTING SANITARY SEWER MANHOLE y CONSTRUCT CURB & GUTTER O INSTALL SANITARY SEWER MANHOLE Q m N O 10 12 1 3 E1 4 1 5 16 17 N © EXISTING SANITARY SEWER EXISTING GRAVITY IRRIGATION MANHOLE Z W W o .—_—_ —. — $ INSTALL SANITARY SEWER MAIN (�' INSTALL GRAVITY IRRIGATION MANHOLE � 319.30' — — — — — 30,50 _ — 1 � .4 a ..; — _ 330.50 _ � � 67.5�- Y INSTALL SEWER SERVICE EXISTING STORM DRAIN MANHOLE ♦/1 ,� Ci 23 B CK 1 BLOC 2 :. EXISTING STORM DRAIN ®D INSTALL STORM DRAIN MANHOLE Cn z 22 21 20 O ^J a a N � SD INSTALL STORM DRAIN MAIN EXISTING VALVE � Q 0 EXISTING WATER MAIN ® INSTALL WATER VALVE C Z d W W INSTALL WATER MAIN N INSTALL IRRIGATION VALVE Q z W AVILLA DR. - — _ APPROXIMATE JOINT TRENCH EXISTING WATER METER 0 m $ S $ -_ _-...... __. ._ ..... _.. _ ... W d OO EXISTING PRESSURE IRRI. ® INSTALL WATER METER a OO 0 LOCK PI INSTALL PRESSURE IRRI. MAIN EXISTING BLOW OFF VALVE I Z) - } EXISTING GRAVITY IRRIGATION ® INSTALL BLOW -OFF VALVE a 2 2 OIRR INSTALL GRAVITY IRRI. MAIN EXISTING FIRE HYDRANT > ,' . , cm I f LOT LINE INSTALL FIRE HYDRANT w a BOUNDARY/PHASE LINE STORM WATER FLOW w'=/^� J I d - — - CENTER LINE � INSTALL STREET LIGHT PER CITY STD VJ LJ 3 O T ._- e.q. e. Q 16 a ® o EASEMENT LINE EXISTING IRRIGATION PUMP -OUT U� Im EXISTING CONTOUR ® INSTALL IRRIGATION PUMP -OUT o 0 5 O w v 1 5 LZI ILL.V � � - - 2550'�— - - FINISH GRADE CONTOUR - _ EXISTING CATCH BASIN INLET Z EXISTING EDGE OF PAVEMENT CONSTRUCT CATCH BASIN INLET - cn 0 © O U I M �� Z _ EXISTING OVERHEAD POWER � CONSTRUCT PEDESTIAN RAMP V ' 1 4 1 I •© - 20 80 240 - ;:- EXISTING FIBER OPTICS 0 #1 P TEST HOLE W/ PERCOLATION TEST W e- U Z O i M ° 0 40 160 EXISTING TELEPHONE 0 #1 TEST HOLE = �Q z aQ —Q ffl'7 Q MmO O 1 3 ] SCALE: 1 " = 80' _ GAS STOP SIGN 0 D— crco — �— EXISTING LINE T INSTALL wo 30042 _ F0 INSTALL UNDERGROUND POWER INSTALL STREET SIGN W Q oWm d' Z (� N 1 2 TOP OF BANK 0 — w O<<Sit u' I N 8 ®® INSTALL 2-PARTY MAILBOX U z W Lu W . , TOP OF SLOPE � ; EXISTING TREE d W � _ TOE OSLOPE EXISTING UTILITY POLE Qt (L (n � EP EDGE OF_.. EXISTING UTILITY POLE W/ GUY WIRE Q coPAVEMENT Z - — --pi D1 0 EG EDGE OF GRAVEL EXISTING ELECTRICAL BOX w — — — DAPHNE ST. a — — — SC SAW CUT LINE EXISTING TELEPHONE BOX — SWALE FLOW LINE o C.O. INSTALL CLEAN OUT ABBREVIATIONS: 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 SITE PLAN SCALE: 1 "=80' 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 BRG BEARING NF NEAR FACE CENTER LINE OP OVERHEAD POWER CUR CLEAR OPP. OPPOSITE 0 Z (n a O Z EG EDGE OF GRAVEL P/L PROPERTY LINE a H 0 ACA RECORD NUMBER: LD-RSUB-2021-0056 Q a — EL ELEVATION PC POINT OF CURVE O U U) LL m > EP EDGE OF PAVEMENT PI PRESSURE IRRIGATION W W 0 0: FF FINISHED FLOOR PT POINT OF TANGENT m FG FINISHED GRADE RT RIGHT U FL FLOW LINE S SANITARY SEWER 800-342-1585 FS FINISHED SURFACE SID STORM DRAIN G.B. GRADE BREAK STA. STATION THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL - a CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF ►�a RR GRAVITY IRRIGATION TBC TOP BACK CURB Z m 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 N W APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT s LT LEFT TYP. TYPICAL N Q DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE ME MATCH EXISTING W "' WATER ]E H NOT APPROVED THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES MJ MECHANICAL JOINT Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BEGIN VERTICAL END VERTICAL SCALE: Sbeet Namber: CONSTRUCTION FORTO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT BVCS CURVE STATION EVCS CURVE STATION „ .1 OF LEAVITT & ASSOCIATES ENGINEERS, INC. BEGw vERTICAC END VERTICAL =80' 1 BVCE CURVE ACTION EVCE, CURVE ELEVATION I . 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 58.01.08) 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 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. mi i� EXTEND BASE 6" BEHIND CURB RIBBON CURB (SIMILAR TO ACHD SD-703) -NTS- 20'-0" 0 0 � m w w ,1 `b NATIVE SOILS INFILTRATION SWALE DETAIL -NTS- 48.0' MINOR ARTERIAL X RIGHT-OF-WAY 48.5' 5.0' 2.0' APPROX. 12.0' o SIDEWALK � T rn EASEMENT EXISTING 3 a o PAVEMENT w (if j owo t 1.75% 3.5' 5.0' 16.5' J rn APPROX. 14.0' U 3 a EXISTING PAVEMENT wow o MIN. 2.0' V)aLO t1.75_% SAWCUT ROLLED CURB �\ " AND GUTTER `*2yz" SP-3, 0.50 INCH (Y2") MIX 1 PER ACHD PG-5828 SD-702 L 4" " CRUSHED AGGREGATE BASE a *14" PIT RUN *OR MATCH EXISTING, WHICHEVER IS GREATER ROAD BASE EXTENDS BEHIND BACK OF CURB A MINIMUM OF 6" ST. STREET SECTION W DAPHNE -NTS- 47.0' 2.0' 5.0' 16.5' 16.5' 5.0 0 Y = U O) 3Qo w�l two cnacn 2.0' ROLLED CURB AND GUTTER 14 PIT RUN 2Y" SP-3' 0.50 INCH ()1") 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' in 0UY¢AGGREGATE BASE wowo N D0 n c-n REVERSE PAN ROLLED CURB, SEE TYPICAL STREET SECTION THIS SHEET. NON -WOVEN FILTER FABRIC FROM LIP OF CURB TO 5' SIDEWALK, SEE TYPICAL BOTTOM OF GRAVEL STREET SECTION THIS SHEET. PERMEABLE PAVEMENT SECTION. SEE TYPICAL STREET SECTION THIS SHEET. a t1.75%I .q I .q It1.759 REVERSE PAN 18" ASTM #2 AGGREGATE A" INTERLOCKING ROLLED CURB SUBBASE CONCRETE PAVERS AND GUTTER PER ACHD 4" ASTM #57 AGGREGATE BASE /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 UV) w CL Q U o N z 10.0' 10.0' 1%_ 1� i RIBBON CURB SEE DETAIL THIS SHEET 2Y2" SP-3, 0.50 INCH (Yz") MIX 10" PIT RUN PG-5828 4" -Y4" CRUSHED AGGREGATE BASE TYPICAL SHARED DRIVEWAY SECTION -NTS- 30.0' 20.0' 5.0' 10.0' 10.0' 5.0' w U w Q U 0 Np g g 17 1�_ RIBBON CURB SEE DETAIL THIS SHEET CO INTERLOCKING 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 CON s"'TRUCTION �o O W �Z �M Q� oaf UQ U) * C� co U O Nto W O J ? aXw ,^W V/ 3:< CC f z Z Z QW ] 0� Z 06 � = ~ �M> ] 7 W O N J r M woa �Z (D_j J QW W _ N Q J VJNW �w LL Z N0 2 �a Z O V) 0 U U>Wm0 [� O mQ aQ�00MQ ZQ d U) (DT"2 F7 0 Inv- Z �� V) : a ww e LU m .-.0 2-zvco U° W z - wLLcr LLI Q W OJZcr_Z� _I2 aoow0/�!��l 0- Q L EL>_ Q 0 Z Ix � W a J Q a O Z a Q a cr 0 V > p w LU Lu O fn N LL N Q N � THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sha lNumber: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT AS NOTED 2 OF LEAVITT & ASSOCIATES ENGINEERS, INC. W PHILOMENA CT T I r--------------- --- -- - -,--------- \ -- STREET LIGHT #12 STREET LIGHT 11 # STREET LIGHT #10 j _ I TYPE 2 v 57 WATT TYPE 2 57 WATT TYPE 2 57 WATT L EATON/STREETWORKS EATON/STREETWORKS EATON/STREETWORKS O 10 11 12 13 14 15 16 17 I -- I --- J --- - - - - - - - - - - - ` Lv ; e_ _ �� i � O I I 23 22 I 21 20 19 i cavil z it O7 i ® �9 10 O 11 STREET LIGHT #9 TYPE 2 57 WATT EATON/STREETWORKS -___________________ I ___________-_-____- __--____-_- _ ------- ----- ---- ----- ----- - -- --- ------------------------- W AVILLA DR , --------------- — ------------ ---------- STREET LIGHT #1 i STREET LIGHT TYPE 2 8 STREET LIGHT #7 TYPE 2 57 WATT TYPE 2 57 WATT EATON/BYRE ORKS 57 WATT EATON/STREETWORKS EATON/STREETWORKS i w I 18 0 I I I i '., I w 1 I Q ...... O W (n !n 1 _... _.. I ._... I .. __... ._._ 17 .4_. p j. .. o U i I U I I i I I i STREET LIGHT #2 TYPE 2 „ STREET LIGHT #6 57 WATT I I 10 � . I � � TYPE 2 EATON/STREETWORKS �' ' . , 57 WATT j of I EATON/STREETWORKS y I i i vV� I I X STREET LIGHTING - ©� I WITH THE CURRENT VERSION OF THE ISPWC, 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. O I 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST 2 INSPECTIONS. O O 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. a 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. ..... .._ 1 1 _. .: _. _... __. C 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A RECLINED AS BUILT DRAWING OF THIS � I PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC n WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. i STREET LIGHT #5 TYPE 2 v' 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING Of I 57 WATT \< UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. `EATON/STREETWORKS STREET LIGHHTT #3 0 STREET '> TYPE 2 E 2 0 7ATEATON/STREETWOJKS [r5ATON/STREETWORKS 57P WATT I „ -------- ----- =--------------- --- --- -----_-- --L--------- — — — — — — — — — — — SC �..., $C Sc �_ Sc 3C" �.. SC SC Sc SC Sc — W DAPHNE ST — — — — — — a' V GONDOLA ;� W00 SIP e) AP ' ID m �? a \ = 2 0 vol or V QNU ViA ONuj �� -� J Q x 7� Lu �Wcc> z 1► n w W 'a lk to 06 „ �k 07w co m Lu (� W Z Na. > W � J ON rn Lu 0 N W �\��v\� o W rYi�C I\l� d VICINITY MAP _ &,�\ SCALE: 1"=500' �° a' ow +1 m �✓ E o -a cn 0. `o - a p N_ o n y N 5 25 100 0 15 50 150 SCALE: 1 " = 50' SYMBOLS: o- ITTREET 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 0 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 Z a°o J o =o zC) a ° CL _Z 2 Z (n xm � .J L J O W w IL 3 O o_ O iii O > LU U U>CDm0 co= mQ E— aQ0: 07< co MO D° w30OWz U) W w m OH O m�zvvn a W oaaS� 02 � Qw Zwwoww oJZRZ� J a acow0� QL�a Q 0 >. Z lx � W a *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. z m NOT APPROVED CONSTRUCTION NFOR w Q — — — 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 OF LEAVITT & ASSOCIATES ENGINEERS, INC. REMOVE EXISTING IRRIGATION BOX GRAVITY IRRIGATnON LINE A AND APPROX. 14.5 LF OF 15" — — _ _ PIPE AND DISPOSE OF OFFSITE. T W DAPHNE ST GROUT INSIDE OF EXISTING MANHOLE yam" EX IRRMH-A8 TO FORM A WATER TIGHT SEAL. _CONST. 15" PVC FINISHED GRADE 35.2 LF © 0.15% _ 2544 CONST. 15" PVC EXISTING GROUND fFi CNS�i G3D0 _ C-9PIS--1 PVG — 2544 25.1 LF © 2.00% _ , P 171.0 LF © 0.15% 85.9 LF ® 0.15% 88.6 LF ® 0.15% 'q 2+00.00 P COT. 15" G-900 NS NS �1� L ®1.14% 1NV.=25 43:9T 2540__ _ 15" v4 © 2.4,5%. 859 LF 0.19% N �. CONNECT TO d. EXWNG 12" PIPE.. . 2540 1 6 N �yv�9 ,n '? 'r? CONSf. 12" PVC _ - �_ 8, _ �_p N N-� T In ri 6.3 LF @..0.22X._... _� LO 2536 ti�9� r X 0 CD rn N L0 Z N N N 2536 * EX IRRMH-A8 � p Nam.. F� �� M m Otnta7 � N �� STA: 9.+00.10 CONST. p� r� M N ,n N in C14 w '� N >. 3 �. I 3 0, w v N En H- . 2532 RIM: 2542.30 Z N O^ 9 _ ..; 3 H Z o 4 Z o o 56 Z 0 2532 15 INV, IN(E): 2537,00 18" INV. IN(N): 2537.35 N .. 3 N - 1:r, rn:w I- �Z � <�toz _ NC o o I �U)> > I + N> > I m NZ Z _.. " 18p_INV,-IN($):-_-2537.2©Z �v N—O ,F,n> I M—O +�> > o +NLo z z zA-F- ZZ 2 �..A ZZ a �..N _ 2528 18 INV. OUT( ft 2537.20 _ o I > N Z Z N z z .. w- r 2528 +N> � 00 Q x _ _ "" _...._ _ w� o� F C Y — tP) 1n N ��-� __. ZZ_ �� nR �,;�- STA: 2+36.26 CONST. �aF x __ __ _c� _ _ RIM: 2545.18 2524 _ z 15" INV. IN(N): 2541.48 2524 _ _ (BEACH LATERAL) W OUT. 15" INV: 2541.48 _ OUT(W): x z cROVITY IPPir.ATInNl I IMF A O 00 N N LO m (0 CO to ,i- d' N c0 10 n LQ N c0 d' U) O O a0 N N N V) In 0 u7 to In Ln to N Sn N Ln N N N N N N N N CN N N N N N N N N N SCALE: HORIZONTAL 5 25 100 0 15 50 150 *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED FOR CONSTRUCTION U)6 -a 0O w L z O M m Q 0 ID U UN V C7 ONtA V/ �W J ? LU a x w 4z a'- Ly ILLL � W � Z°W M fq N m J woa —Z LU (Dz J_ QW N � Q W Uj w J xw LL Z �0 m2 t IL CD Li ow �d ca ma cgs m� 0. T y N 0 m� W Z Z J w J_ Z LL O 0c) E Q z 0 a 0 Qa �Z v Q U J 0 (L 1: }Z Q > CL 3m Q o Z O f/) O U no ZQ'TU)2 coQ aQ=pmpMO w p00.qz i%i z w wm--0 Q g2-z iin W O w0aQC)a' V- zwLLO w Q W 0JzRz� J aa0w0� a Q„a} Q CD z W � a THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOTESCALE: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' OF LEAVITT & ASSOCIATES ENGINEERS, INC. J O Z a O a a a 0 U LL W W C N W N Q N O T Sheet Number: 4 10+00 9+00 8+00 7+00 6+00 5+00 4+0U 5+UU 2-+UU 1 +UU 2540 2536 CONST. 1�2" PVC L.5 ONST. 12" 93.5 LF ® 0.22% LF @ 0 2532 STA: 2+00.00 CONST. R1W 2542.54 24" i INV. IN(E):; 2537.40 24'' INV. OUTM: 2537.40 2528 12" ;INV. OU T(S): 2537.40 0 �.0 2524 �icr �o Z = V.V) x Z noA N i � z z I��In ATIn\1 1 1\IC n O O Lo M O N O N Lc) «7 L0 L() Lc) Lr) N N N N N N EXISTING DITCH. 2532 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 c TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT LL J m OF LEAVITT & ASSOCIATES ENGINEERS, INC. r Q— 002 =70 *CONTRACTOR TO FIELD VERIFY U U) U a N N HORIZONTAL & VERTICAL Q J? a x w LOCATION PRIOR TO CONSTRUCTION. W W LL z aW � Q Z0� NOT APPROVED Q FOR CONSTRUCTION od rf. Z 2 a 0 Lu >W O W ��z J Q N�Q ro W (F1)NW J LLw Z 7 N 0 , ma HORIZONTAL 5 25 100 0 15 50 150 VERTICAL 1 5 15 0 3 10 HORIZONTAL 1" = 50' VERTICAL 1- = 5' r o 0 IRR BOX=B1 (WEIR BOX)CID I ��r _ IRRMH-B2 I 00 i r ___ o o_I STA: 6+61.55 CONST. �', �a _ _ _ __ , cn ,co RIM: 2542.54___. �� r N STA: 2+20.77 CONST. �_N N Z K) N �_N 24" INV. IN(E): 2537.40 L RIM: 2543.93 N 2532 _ .._ _ V .. _ N ;1 24" INV. OUT(W): 2537.40 N 3 __ 24" INV.. IN(E): _ 2537.71 ^ 3 11 N N ^ 3 12" INV. OUT(S): 2537.40 w 24" INV. OUT(W): 2537.71 %-;z_ OvH �OZ O -- r- Z __ - - _ N _ .Ihz p to O t- - . _�. �.. - �O� z p 2528 p ON— 04 Lo >> Irn�>>e I Nzz Nzz NZ Z NZ Z H� x� O �' x x �_ d d $ �a �P IX N N —d d N N 2524 f42c N .._ _L4 0 —. WN N _ _ _ o v (SCHRIVNER LATERAL) x Z w GRAVITY IRRIGATION LINE B Ln n Lo Lo In O 00 O N r ro In r I` 00 't r7 00 In Lo M O O) N 0) N oq r W Iq Ln Ib N7 O 0b 00 O� 0) N N N N N N N N N N N N N M N n n n n � Lo Lo Ln Ln Ln Ln Lo Ln� d Ln Ln to In In to In to In L/7 cq N cq N N N N N N N N N N N N N N N N N N N N N N C,4 N N N N N 00 U W W _Z Z_ J J J 0 00 aoaa OZo0 FXQRNNZ LIL Z ~ ~ J aa(L T j N m 1- cc > T 0 0 o; 0 0 aIz J 0 a m Z 0 O U U>caci0 � O coQ107 �� Z2 Q o (L W <= 0022 p0ovz z W W W Co a, 0 0 (�— W zWLp OQQC%m w Qw OJZ�Z� J OD W 0 a a ;tea} Q `� z W o 0. J Q O Z a O D. a a M 0: OLL U ww c N SCALE: I Sheet 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 (n O �a W U � O H Z —� M Q� Oaf Io�U UTA V Z 0 NN 0u _j ax Q � 2LL2w _ lit j Z U O Q ~ Cc Z H O6Z �m> (I� ~ Oa w �\++ � N m J _Z >W Wo1' WMz F- Q O J_ NITQ W yNW J �w LL Z NO m I �a ®, u L Lf) m rt m 0m ti N Gti O EX IRRMH-D6 Lu > T STA: 11 +60.71B Z LU . INTERCEPT AND CONNECT TO 1 i+00 10+OU ""`8L0- Z LL 9+00 �-- j ,� , 1 Q46 41 " i -'-EXISTING 24" PIPE. GROUT - 8+00"" �� ` TO FORM AWATER-TIGHT 7+00 6+00 ., ..:_-w.:5+0 _.e 1 43 , �. 4+00 O O 4 SEAL GRAVITY IRRIGATION LINE D 3CL w 2 Q Rz ycn In lu U 5 25 100 �� _ a , _ , _SCALE: HORIZONTAL Q a � O0 15 50 150 \ C �m VERTICAL J INTERCEPT AND CONNECT TO o Y s is Od __.:.. 0 3 10 .. © `EXISTING 15" PIPE. GROUT k as 1 1 12 13 14 15 16 17 GRAVITY IRRIGATION LINE 8 TO FORM A WATER -TIGHT HORIZONTAL 1" = 50' =m 10 " VERTICAL 1 " 5 ET 5 ' o e. fA 0 U NOTE: U > (0 m 0 ALL MANHOLES SHALL BE 48"0 UNLESS Q O Z a,q U) S NOTED OTHERWISE. COQ a Z M 7 0 aCC0o W o00vz Cl) z > wm-FO a w25ZWv5 w0 w0aaa� U- zww3Luw Qw 0JZrxZ� J aaow0� G. a i�a Q ro z z W 0 IZ '_ *CONNECT TO EXISTING 24" PIPE. IKtCmm—U4 1 STA: 7+75.91 CONST. �p " ��? ^_cv fV W pp 00 c6 � _ Qj N GROUT TO _FORM A WATER -TIGHT SEAL. RIM; _ 2541.71 �P CO M CV "� N a 0 N.. __ 2532 15" INV. IN(E): 2538.17 z N %-� � 2532 - 15"- INV. , OUT(W): 2538.17 v 3 _ 3 _��_ STA:11+28.69 CONST. �- w N ? Z 0 RIM: 2541.09 15" INV. IN(E): 2537.36 _ z 0 _ _ _ 0 _ o I + > > + Lo r N� z z 2528 2s2s *24 INV. OUT(W): 2536.61 Q z w + I �> > .. z z Z_Z - STA: 11+60.78 _ CONST. Of.. _E)f a'no:-�- �.. ; 2524 RIM: 2540.66 24 _ _INV. IN(E): 2535.16 z 5� -��'- '- 2524 24" INV. OUT(W): 2535.16 X ? GRAVITY IRRIGATION LINED h h M r r O n a0 co lf] M h N N M m d co co co cD h ap a? rn N O d `I: O O O M m CD n M n n ro � M � n d �"� � � d' d- d) d) 0 0 0 0 0 L0 LO to n Ln Ln LOLO Lr) Lr) N N N N N N N N N N N N N N N N N N N N J a 0 Z a 0 a a a i O U rn w o to cn THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Shoot 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 +OU 0 F W �w IRR I 25 X U Zw aye w VCNV N O R' fn.1S- U 3 C, z'�? �a 06 w W U M V N J W U 0) V' 2 ~ ow N aQ ao O TOP VIEW z 2543.75 TOP 2539.25 BOTTOM -Y4" CRUSHED ROCK TO MIN. 1' DEPTH UNDER STRUCTURE SECTION VIEW IRR BOX -Al WEIR BOX DETAIL -NTS- g m ¢ 2541. HIGH WATER LINE 41.50 J J o o TOP TOP z ¢VIA d z ¢ a 2540. 0 40.5 2 41.50 FS FS TOP CONSTRUCT 12" PVC 2 34.50 FS 73.5 LF 0 2.72% / A TRASH RACK AND BOTTOM A SINGLE LAYER � ' 53 9 OF 4-6" COBBLE RIP RAP IRR BOX-A1 WEIR BOX 2534.65 4.6 SEE DETAIL THIS SHEET. ` BOTTOM APPROX. 4'x4' AT OUTLET. 0 0.7 pq 25 4. 9 BOTTOM NV -OUT-2534 8 F 8 - 25 4.78 2534.78 - ... _ ... _ _ 2534 2534.65 - ... _ _ 0.10% BOTTOM FL 0.10% BOTTOM BOTTOM - ' BOTTOM 7 l BOTTOM M N 7 x _.. 540. 4: 7 Ng Nf : FS 2 41.5 40 0 TOP 2540. 0 540.50 FS FS 541.50 TOP 2541.50 E511 TOP TOP Lx O O O O O O IRRIGATION PONDS PLAN -NTS- 0 I a CHECK BOARD 2S �N� 4O9s 2541.00 T IN _-#4 0 12" O.C. EACH WAY CONST. 12" PVC 73.5 LF 0 2.72% 2540.00 INV-OUT �Ll 12 TC 75d7 C.F 12"PVC 2537.40 NV -OUT 2 8 z TOP VIEW 0 � SECTION VIEW IRR BOX-131 WEIR BOX DETAIL -NTS- 0 12" O.C. H WAY I 0 I - OUT TO PUMP STATION IN FROM IRRIGATION�•. POND NO. 3 T 0 \I %AI 0 10 40 5 20 60 SCALE: 1 " = 20' 6' WIDE SAFETY HIGH WATER BENCH, TYP. 2540.50 EXPANDED METAL LID TOP = 2541.40 V WS=2540.50t #4 0 12" O.C. EACH WAY CONSTRUCT 6"� PVC 13.6 LF OUT TO PUMP STATION o ASS hg OJT 8 e E W 5w 0 U V BOTTOM = 2530.40 6 -0 SECTION VIEW SCREEN INLET BOX (5'x5') -NTS- 6" TOP SOIL 20 MIL. PVC LINER N FROM IRRIGATION POND NO. 3 2541.50 TOP OF POND 25 00.50 FS �o wU �.1 �- Z m Q� Oaf =ao0 0 02 LL Z UJ NW 'z' °w o6Z �m> M L r N J M W Z Lu O F- 2 J_ Q N 7 Q W CO Nw J �w U. Z v0 M = r d N_ o O N W Q tr o E O E O, '^ 3 a Z � n � a (� VJ J Q z O~ � sm U d L QU rQ V J C 0. c J O a SINGLE LAYER OF 6"-12" COBBLES Z O 0.10% VARIES Vi BOTTOM OF POND O -*SHGW a 7' BELOW SURFACE STORAGE VOLUME: 108,818 CF U W �j w w co O IRRIGATION POND TYPICAL SECTION Q O m Q Z Q"tLo S W - Z co -NTS- c, oo Q m wOo,tZ CONTRACTOR SHALL NOTIFY THE ENGINEER :i) Z LLJ Q W w m - O o 2 5 z� m IMMEDIATEMLY IF GROUNDWATER IS o V � W o u_ Q °.' w o ENCOUNTERED WITHIN BOTTOM DESIGN Q w 3 W w l O JZMZ ELEVATION AND/OR IF IT IS HIGHER THAN J a w w O ANTICIPATED. 0. Q a Q CD z Z O W a J a cr z cn a0Z a a cr O U) w W Lu O to *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED FOR CONSTRUCTION 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. W I Qw , �J � —i 2542.25 FL 0 I 2542,51 FL - FS _ J o �L 2542.26 FL z 2542.56 FL - FS TRUNCATED DOMES PER FS ACHD SD-712C TRUNCATED DOMES PER ACHD SD-712C 2542.29 FL 2542.60 FL 2542.31 FL 2542.66 FL a u� 10 N r — + — — — W DAPHNE ST — — o Lo 0 1 N o n cc — — N LC +N Lr PEDESTRIAN RAMP NO, 1 AND NO, 2 DETAIL - — — SCALE: 1 "=10' i I W Q 0 J W_ 2544.23 FL W 2 FS C)qrAA J J 2544.25 FL z FS TRUNCATED DOMES PER ACHD SD-712C I W DAPHNE ST PEDESTRIAN RAMP NO, 3 AND NO, 4 DETAIL SCALE: 1 "=10' 13 0.40% J J io Lo uJ Mm Ni2 M� Y N o�� o + o�a oiN N N }+N° 10 N M J N J N J Ix 'i W n Ix W^ x W w O w w O 1 4 �I 2 w IRRIGATION ¢ 8 V w POND SEE 5 �w SHEET 7 7 w, Z,(n — 33.0' 2 47.0' ® � [ 12 7i " 2 I z jamA a 3 .0' c� u) a N .. 47.0: N N Fa 11 a cli a � - to co 7 -� � � o n 14 N N cl + --_- N N + �TJ + 11�� ^ 2 Lr oI o ° SC SC • o ?� �fi1 - �. 4% 0. 5% _0 0.40% N C 0.49% 0.58% 60% C S 0.4 0.40% r 46 Vk DAPHNE ST _ s — 12 1 a t3 J J J J 15J J J J J —. rnw dog ow ow aw rnw IR ow nw W M M M uj 2 N g r i 2 m M M ^Lo m �N �Of "O 04 - :22 �N e0 O a0 rO ON N rD Npp ,_. Ot Lo CV M a0M co M) �d �� n� N co mui n� cq rpm w) N`} n� _� c; �� O� +N n +N 9f +N 8�° NN Bt +N BE MN �@ co Lo 8f nN A° N SE �N O I1J p J J Nt CI i J O rDF N F t` nF COF N CD I - a a N a a a aJ n I� ri I w N Ll J 11 w(. II wl. II wn II w II II a a a a x I n x l r x 1, r x l n x w x w� Ix Lu x wn IX uj IX wn wS wo 'o wo wo wo wo wo Xo Xo w� w� aF �F N of MF of ^' 01 > �S r0 c1 ND Ll1j ram' cod of LoQ w)Q �Q3Q �3 �3 �; NN Nfn NN N N u74 �?4 ul LfYQ , _. _.... ....... ..... _.. _.. _... -tJ _..... -) .... aj LUL CD CU2 .._ L. _.._ 2552 ... _.... _. _.. _ C U LL U U CD LL U, L' O (7 1Ui CD. C9 L� O flo N C'4 .� N Qrj O 2552 _ ... � .__.. � �_.... c� C) U. � ..._. N.. _-00 CD O _.._. __. to � .. r> � 0) � � _ ... -. __.0 CO o Ln Lo M �.- �n co w C- O)r7 N 0)� �.... �� +Ln +� N + NN � + Ln CON ..... Q 00 O .._... .�.__. �N _.O c0 .... R.p�j mcj �� N M LD �... +Ln N _. .._... + Ln _. N, N. ._.. _[0 N _.... .� .. 2548__ + `t Ln + Ln r+1 N +� N N LnN 2548 - c+v ... NN _ ... ...... _ _ N N 0.40% 0.40 0 2544 0,4 1% 0.49% 0.61 % 2544 0.54% 0.45% _ 1.01% 0.40% — — — o EXISTING GROUND w 2540 FINISHED GRADE AT x', Of 0 2540 TOP BACK OF CURB CD o < _ CD 0 cn W T)ADI-IMP CT x' Z O O r Ln OJ n 00 00 o N f` Ln N N N N M M M M Ln -t Lo� L0Ln L0� L0� LnLt �� LnLn Lc)N In Ln Ln Ln Lc)N Ln Ln N N N N N N N N cli N N N N N NLr) N N N N N 2+00 3+00 4+00 5+00 6+00 /+UU 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. O REMOVE APPROX. 450 SOFT. 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. 12 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. 17 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. U) ' -0 o''t wU �Z m Q� oaf v Q11N U/A ? 0 V 0YUJ J Q � a x w ,, 0lai2 N Q W I C.)Z t Z W F Z IQF ojs Z F-m> v O W NmJ L f �Z >W Ill c( �Mz co J Q W N�Q N_ W i2 N � W LL Z c�v 0 m = ,(L WLu J Lu7O L " cn I.I.i 1 Z>Z (LXQ a M < (. Z O O U LLI � U > CD ce) 0 O z�2 mQ 0..QQRcMOMO w000,qz cl)Z wLu —�--O Q 2 z O � fn W O w0QQ�� C.)— z WLLOLuW QW oJzFrz� J CLODWO` d a) CL Q Cfl z 0 W ~ J Q O Z a 0 a Q a O U LL U WW 0 *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. z m NOT APPROVED FOR CONSTRUCTION o Fw- c THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: ShTO ij BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT1=50' OF LEAVITT & ASSOCIATES ENGINEERS, INC. 1 2541.15 FL 2541.15 FL 2541.00 FL 2541.01 FL FS TRUNCATED DOMES PER TRUNCATED DOMES PER FS FS ACHD SD-712C > ACHD SD-712C 2541.16 FL 2541.14 FL g 2541.04 FL 2540.96 FL TRrl I 2541.14 FL V) 2541.05 FIL O O V z I 2541.12 FL 41.39 TB I2541.12 FL 1 PEDESTRIAN RAMP N0. 5 AND N0. 6 DETAIL SCALE: 1 "=10' IRR- I R R -IRR _ I R R 47..0' 25.0' ' 4; 33.0' / O O O O O 16.5' tj 2+89.05 PC g V) 2+44.25 PT h 4+1 .51 - +91.62 PC Q w �n 2+79.06 p 3wwi Nl 3+94.51 31 4+37.23 - 6+82.51 PT o. +31.11 3+84.17 4+90.28 5+43.34 5+96.39 6+48.45 bb 9 tO& 1 3+00 0.40% 0 4+ 0.13?i 5+fl0 - --- - -I-- _ __ _ T lJ.T3% 6+0+0 7+00 7+ 6 O o`0.40% OA3_x N COLOSSEUM AVE 0.13% o.t3x N 2+79.06 7 2541.8 4+90.28 5+43.34 ' 5+96.39 6+48.45 "tI00 f, i 3+31.11 3+94.51 4+37.23 0 �Z w 2+44.25 PC 6+82.51 PC _ 4 3+77.55 +14.51 P 3+78.62 PT vkn 1 Ln 2552 z 00 �� UL� .00 CCDL 2548 cJ N N � m _ dt -t N N. ..-M N .. __ .._ _._.. ._.. ..._. .. + Ln... N EXISTING GROUND _ 2544 -0.40% - _ -- - - 2540 FINISHED GRADE _ 2552 i g 2548 Q 2544 2540 2536 2532 01 t") N O d 0) c0 0) M 0) M c0 00 0� N O� O ifl N Lr)N N N Lr)N to � N N N N N N N N Cli 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' 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. ©O CONSTRUCT PEDESTRIAN RAMP NO. 6 TYPE 'C' W/ TRUNCATED DOMES PER ISPWC SD-712C AND ACHD SD-712. SEE DETAIL THIS SHEET. 21 -©O 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. NOT APPROVED FOR CONSTRUCTION U ° �o w �Z m Q_ o1*0 =ao Uw U) V C7 QcOU O N VJ aQw NW W f�Z �� Z°W QW U =n� �Z r_n ~ Nmw V Woa _Z ��Z J wNNW Qwib� NaQ J�w U. Z v0 m2 a a w w ZJ LL Q Ids 0 w Z CO Q OZ O J Ua Z J C3 0. O LLI 0 __ c)cnO 130 mQ ZQ"TU)= ° (L<wcoDMO 130ovz U) z a > wm-a)0 ��Zg75 o (� - W z pQQ�m wwp w aW 0�2mmz J a 0- ui 0 � a a aLM (D } Z w F_ a. THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z 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"=5U' 9 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 2+UO 3+00 4+00 5+00 6+00 7+00 - W AVILLA DR n 2541.35 FL I 2541.33 FL' 2541.51 FL , 2541.50 FIL FS TRUNCATED DOMES PER TRUNCATED DOMES PER FS FS ACHD SD-712C Q ACHD SD-712C FS 2+00' 2541.23 FL 2541.40 FIL 2541.50 FIL 2541.47 FL 2541.42 FIL _ 2540.51 FIL 00 U Z W '. --I V) Z 0 LLJ GO 2541.63 FL 2541.63 FL PEDESTRIAN RAMP NO, 7 AND NO, 8 DETAIL SCALE: 1"=10' I I I^ � QtLLLal O 3U) - 2544.66 TBC 6+81.72 PC 2+44.25 PT 2541.50 TBC 4+ 4.51 PC 12+79.06 3+94.51 �� 2543.494+37.23 6+82.51 PT �A 2 O 3t31.11 3+84.17 4+90.282543.14 5+43.34 5+96.39 6+48.45 3+00 0.40% o o 0.85%% 6+00 7+00 7 26 3r i=.65 - 4 - � - - -I0.40% O aME i- - 0.65% - � 3+31.11 3+84.17 4+90.28 5+43.34 5+96.39 6 42 6+48.45 I +79.06 ��\ 4t37.23 6+82.51 PC I 2+44.25 PC 3+94.51 4+14.51 2544.84 TB C 7+71.29 PT 7+70.22 PT U @ S I I 2556 2556 w 2552 0 0 M 0)c� 2552 7 n _ 0CD +ten +� �� CDo 2548 N + d- Ln N 2548 (6N ¢ �N� 2544 _% EXISTING GROUND 2544 -2.00% 2540 FINISHED GRADE 2540 2536 0' 2536 a O a 2532 to z = 2532 w'L- N LICHFIELD AVE. � (D N to O r' to 0 O OJ oq d- N 0) N r to � d- r) - r'] r") N N N N U) N to N to Ln to N to to 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' KEYNOTES O-Q NOT USED THIS SHEET. 21 CONSTRUCT PEDESTRIAN RAMP NO. 7 TYPE 'C' W/ TRUNCATED DOMES PER ISPWC SD-712C AND ACHD SD-712. SEE DETAIL THIS SHEET. © CONSTRUCT PEDESTRIAN RAMP NO. 8 TYPE 'C' W/ TRUNCATED DOMES PER ISPWC SD-712C AND ACHD SD-712. SEE DETAIL THIS SHEET. ©-©O NOT USED THIS SHEET. 31 CONSTRUCT 20' TRANSITION FROM REVERSE PAN ROLLED CURB TO ROLLED CURB. 3© NOT USED THIS SHEET. *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED FOR CONSTRUCTION W U �o �, a �Z = �o m m a_ 0 ap Qo'D oo U OW aXw Lu f�Z NW Z°W �Z �M> 31 woa �(D J QW W J NNW �W IL Z ap mI n. o. r a i o a" R� .�' 0m maw A. oa a`'o T y N o n 0 d� W T O 0 ZJ W� d� E0 O a 0 QI 0 (L n W Z xm m Q U UQ J J_QJ =a CL Z ; J a O O U a 0 ZQI= mQ a ZMmO Qmco 1ODO'*Z cn Z w Wm--O Q m-Zdtn W O w OQQSm Uw3WLL WW o:1i z a Q --22: a} Q Z W O 0. J Q 0 Z a 0 a a 0 cr w O co N Sheet Number: 10 2+00 3+00 4+00 5+00 6+00 7+00 2540.73 2540.73 FL FIL FS 2540.75 FIL 2540.75 FL 3+81.41 4+17.90 FS 2540.75 FL FS I 3+85.41 3+92.07 4+21.90 - - - FS .. I 2540.76 FL . ,. FS - 0 ,6 4+11.24 4'x4' FLAT STREET SIDE LANDING 2540.76 FL 2540.77 FL CONSTRUCT 4' TRANSITION FROM PER ACHD SD-712G 2540.76 FL2541.04 2541.09 TB REVERSE PAN ROLLED CURB TO REVERSE PAN VERTICAL CURB 2540.77 FL 2540.75 FL 2540.79 FL TB 2540.77 FL 2540.82 FL CONSTRUCT 4' TRANSITION FROM 2540.77 FL REVERSE PAN ROLLED CURB TO REVERSE PAN, VERTICAL CURB CONSTRUCT 125 LF REVERSE PAN 2540.78 FL 2540.74 FL VERTICAL CURB PER ACHD SD-701 R 2540.78 FL 2540.77 FIL �- - 4.67% -y 4.33% CONSTRUCT 4' TRANSITION FROM � CONSTRUCT 125 LF REVERSE PAN REVERSE PAN ROLLED CURB TO 2541.13 TSW 2541.09 TSW VERTICAL CURB PER ACHD SD-701R REVERSE PAN VERTICAL CURB 2541, 2540.85 TSW 2540.83 TSW _ M CONSTRUCT 4' TRANSITION FRO TRUNCATED DOMES PERJ - - _ REVERSE PAN ROLLED CURB TO ACHD SD-712C- REVERSE PAN VERTICAL CURB PEDESTRIAN RAMP N0, 9 DETAIL PEDESTRIAN RAMP NO, 10 AND NO, 11 DETAIL 4+22.07 ui SCALE: 1"-10' SCALE: 1 "=10' 4+ 11.41 4+ 15.41 3+9 2.0 7 4+51.90 4+47.90 ISLANDS DETAIL LANDSCAPE (STA:3+81.41-4+51.90) SCALE: 1"=10' 34,0' I 5+s7ss 6+04.1 s 22 I 123 21 20 19 4 .o 7O ® O9 10 O 1 1 I SCALE: 5+71.68 5+78.33 28 TB6 6+08.16 00 Q HORIZONTAL 04 m o 0 2+43.50 PT Q 2+43.50 PC a r rn 5 25 100 5+97.51 + 3+35.12 l= ZT.O'o N `� 0 75 50 150 CONSTRUCT 4' TRANSITION FROM I N N N 2541.25 4+51.65 PC V)ui `{p. 5+35.65 PT + + 8+60.94' REVERSE PAN, ROLLED CURB TO 4+01.65 Vr 5+87.92 -- 6+55.92 7+91.29 TBC VERTICAL CONSTRUCT '4' 7RANSfftAN FROM REVERSE PAN VERTICAL .CURB" 1 5 i5 REVERSE PAN'ROLLED' CURB TO CONSTRUCT 125 LF REVERSE PAN 2Al 0 1.66% / +00 0.23� b 0.23X 3 6 5 0 '�- 0.28% �- 0.28% 7+00 +- 8+00 0•40% 8 61 0 3 10 REVERSE PAN VERTICAL CURB VERTICAL CURB PER ACHD SD"'-701R _ 1.ss% �- 31 - } _ 0 223% T } _ - ^-- - - HORIZONTAL 1 = 50 »„ 3 >n -" " N/AVILLA DR 0.2B - / 1 0.40% ' 6+00 I �- VERTICAL 1 = 5 PAN CONSTRUCT 4' TRANSITION FROM I O a 40Q QREVERSE d� O 4+95.15 a I KEYNOTES NOT USED THIS SHEET. 5+94.29 CONSTRUCT 125 LF REVERSE VERTICAL CURB PER ACHD SD-701R REVERSE PAN ROLLED CURB TO PAN VERTIGAL CURB o wN 0 a <o3+78.62 PT C(P• w Na Irl a,R 0 o W''N N o CONSTRUCT PEDESTRIAN RAMP N0. 9 TYPE 'G' W/ N N ir N a 6+82.51 PC WINDOW. SEE DETAIL �j �j ++a TRUNCATED DOMES PER ACHD SD-712G AND ACHD CONSTRUCT 4' TRANSITION FROM PAN ROLLED CURB TO W IRRIGATION POND SHEET 2. cl + t° a W N rn o- SD-712. SEE DETAIL THIS SHEET. REVERSE 'REVERSE SEE SHE 7 , a PAN VERTICAL CURB o I O 6+82.51 PT a1w O I I Lo stlw ' + I ® CONSTRUCT PEDESTRIAN RAMP NO. 10 TYPE 'C' W/ 6+08.33 ui I I 18 ro w O TRUNCATED DOMES PER ISPWC SD-712C AND ACHD + m I SD-712. SEE DETAIL THIS SHEET. 2541.51 4 0' I + ©5 CONSTRUCT PEDESTRIAN RAMP NO. 11 TYPE 'H4' W/ 5+97.68 6+01.68 6+38.16 TRUNCATED DOMES PER ACHD SD-712H AND ACHD 47.0' SD-712. SEE DETAIL THIS SHEET. 6+34.16 I O 310 O I 17 O © 30 NOT USED THIS SHEET. LANDSCAPE ISLANDS DETAIL I 1 3 o ( I 31 CONSTRUCT 20' TRANSITION FROM REVERSE PAN ROLLED O CURB TO ROLLED CURB. (STA:5+67.68-6+38.16) SCALE: 1 "=10' NOT USED THIS SHEET. © LANDSCAPE ISLAND, SEE DETAIL THIS SHEET. w 2552 : a 2552 i7LL w c^0 c9 �.... �� C 0 ONO w�r� �� 2548 2548 +� _. .. J�N 't - NN +In 0)� NN +tn zI) +to ui0 z Z + f+N rN +Lo (31rN 2544 EXISTING GROUND 2544 2 540 2540 FINISHED GRADE ' ', 2536 0; 2536 _ z d O a oc � _. ca.CD 2532 z o 2532 V) yr AVILLA DR. w' z d' h fn 00 Lo N N 0) 't r M CO O� 00 c0 C) O N M m N N N N O N O N O N N 0 d d) Lo Ln L d d N 0 cr1 NN N Lo N N N N N N N N N N N N N NN N N N N N N N 2+00 3+00 4+00 5+00 O+UU i+uu o+uu Ili +uu WU -Oa -,o Zm , m j oa0 'v 0 _ Q�� U0 V� * Z ONN 0 J aXLE Qu- w W 4LLZ U)W H Z r-w Q Z U _�f co ojj m > cc m N wo J �Z >W �mZ Q NOD W Q J NNW wW LL Z N O �a f �i 1 9 °'• ! �N c c ow E. a" a �Wq o`o a`o m p m T W W J - LL 11_ 0 X a Q T O p a O . O a `� a J JZ sm v Q U J QZ �Q J IL Ca Mm O > W U O>Wmo O Za,q�= w00f7dZ V) Z w Wm--O c13 a W U� o i2�aaw Ir Zwwoww Qw o-J wz J 0-oow0a a Q o CL > Q t° z WOF a. *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. Z m NOT APPROVED`o FOR CONSTRUCTIONT N w a O OSheet O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES SCALE: Number: ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT[zi TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF LEAVITT & ASSOCIATES ENGINEERS, INC. 1"=50' 11 5.00% t O 4 .0' TSW 3, .0' TSW TSW TSW 3 0' U I CONCRETE DRIVEWAY DETAIL i °' w SCALE: 1"=10' 0 4+51.65 PC I 2541.06 TB2+43.50 2541.t)! TE3C PT p 2+43.50 PC 3+33.48 1 3+94.96 PC 2 N .61 5+26.50 °0 31 ', alw Sle' 4+81.96 P _ _ i 2+43.50 PT 3 V) O 5+42.43 ME 2+�00 - 2541.34 FL 0 -la 0 3+00 4+00 6 5+00 5 _ 49' 0 0 2541.34 FL N CEP N AVE /�I S 9 0.40% 30 31 4+53.27 5+42.55 ME rn rnI 5+26.50 FS 2541.3 5t38.65 PT 2541.13 FL 2541.25 FL f + + + toM w Q FS Q W O FS (=h FS 2541.12 FL 2541.24 FL 3 f q 4 FS 540.9 FS I FS FS 2541.09 FL 2541.33 TBC 2541.25 FL fl 10 2541+06 FL 0.40% FL FL 0.40% 2541.26 FL I FS FS 2541.30 FL I I. FS E O FS NO i 2 .0 PEDESTRIAN RAMPS N0, 12 AND N0, 13 DETAIL - -� EP PC SCALE: 1 "=10' EP PT I' 0' EP PT EP OO EP EP� r-DI �?I= d� 'd3 EP O .. _ I EP 1 8 2556 2556 2552 2552 Z U UL,._. _.. .. .. _.. ... _.. UlUi �UU L� ___O .. _... _ ��_. �U.LC7i co d �N =IT 2548 o rn C 1 c6- d �' 2548 goo .+� 3+� �N Q+t� MN MN C-)J�N 2544 EXISTING GROUND _ _ 2544 / r 0,40% 2540 10� 0. 2540 FINISHED GRADE 2536 0 2536 Z w o'< 0 2532 Z 2532 _ _ V) Ln N SEPINO AVE_ W L r7 N n to co tD t0 m r o0 ffi r r� 0 O 0 Ln Ln N (N N N N N N N HORIZONTAL 5 25 100 0 15 50 150 VERTICAL 1 5 15 0 3 10 HORIZONTAL 1 " = 50' VERTICAL 1 " = 5' KEYNOTES O-O NOT USED THIS SHEET. 10 EXISTING POWER POLE AND OVERHEAD LINES TO BE REMOVED OR RELOCATED. COORDINATE W/ IDAHO POWER. 11 2U5 NOT USED THIS SHEET. © CONSTRUCT PEDESTRIAN RAMP NO. 12 TYPE 'C' W/ TRUNCATED DOMES PER ISPWC SD-712C AND ACHD SD-712. SEE DETAIL THIS SHEET. © CONSTRUCT PEDESTRIAN RAMP NO. 13 TYPE 'C' W/ TRUNCATED DOMES PER ISPWC SD-712C AND ACHD SD-712. SEE DETAIL THIS SHEET. ® CONSTRUCT CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD SO-710B. SEE DETAIL THIS SHEET. Q CONSTRUCT 29.0 LF V CONCRETE VALLEY GUTTER PER ACHD SD-708. Q CONSTRUCT 15' TRANSITION FROM REVERSE PAN ROLLED CURB TO ROLLED CURB. 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. NOT APPROVED FOR CONSTRUCTION U)LLI N N f- Z � ° M a + 70 2 .0 Ur�w V � Qro0 O NK Y/ 0 it Z J + axW V,W Z�W oaw H� NMJ woa �Z >Lu �Mz N J_ W J NNW xw Z N O M = �a `a a j - y1 • E c �d Cq 0` N o n N 0 W ui T =J Z LL E o W O m 1n > 'a a CL 00 �m ZZ Y U d a U J WZ (nJ Z CL =a @m O cn O > U W 00 mQ ZQ,tV)= (L Q 0000 wp00,tZ (nz W Q wWm -O vVn Uo W oaaaI= 3WLoWW a LIE °�zFz2 aT-=@)2d a } a Z O w a" J Q a O Z a Q a 2 x Tn O U 5; Cl) W w 0 w Ln 4 N W N Q N � T Sheet Number: 12 2+00 3+00 4+00 5+00 \ 8+23.76 LT 7+69.80 LT 7+27.04 LT 6 10 BC G ® _ 6+96.45 PCC 8+77.72 LT 6+62.31 �`�� 6+26.29 PC 8+35.47 RT �x �- Q 5+18.63 Q 6+10.61 0` p% > s1z 5.40% W PHILOMENA CT - 1 = 6+•00 0.40% �-� 0 1/ N O + OO x u0 I O / 4+26.64 2+43.49 PC 0.40% ml_ 0.40% _0.40%4+00 �� 0.407 3+00 o v, N 10 11 o +N `O 0 5+68.78 IL + o 12 y 5+03.78 (//jl 4+73.49 o a F o 4+38.78 14 3+73.78 3+08.78 LJ43 5 PT 2+43.51 PT Qry 3+94.96 i Q' PC ow 13 15 16 17 W rn a�ni NO�j— .K= ------ — — — — — — — — in3V) 1 23 22 I 21 20 19 2+100 2552 o 2552 O0L �� L` �� m� �00 z �O ___rn CD _ U ___ _ ^ 2548 o a Lo �. o _ .T m rn a N 2548 _.. vw, o _.Z o � t ..... f� 'M't .... _�N n _ _... N � r- ... ccv _.._. NN+tn NCV i"�N +� NO_. (i NN d'N +Lo 2544 FINISHED GRADE 2544 0.40% -0.40% Z 31 1.50% 2540 — _ 2540 _ EXISTING GROUND 2536 2536 w _ o a CD 2532 z'o 2532 _ _ - c.;� W PHILOMENA CT. z w'u- U-) N 1� to I,,: O O N �"7 00 c0 CO O O r- O N O 0 0 N N N N N N N N N N N N 2+00 3+00 4+00 5+00 6+00 7+00 8+00 �o w U �Z m , Q , =0 ID 5 0 UN U co oNN 0� J 2 15 X w aa )W Q � > 1LLZ QW Z CcZ1W ca M � L : Z >W W O �� Q N co W NNWJZ ib� 0 a 1 r oT -)% ! m d E m �vW o d AI oe " N SCALE: ao HORIZONTAL N 5 25 100 d 0 15 50 150 o W VERTICAL �J 5 15 O� 0 3 10 HORIZONTAL 1 " = 50' V Z p 1 VERTICAL 1. = 5' Q Z a KEYNOTES z O1 - 9O NOT USED THIS SHEET. o 10 EXISTING POWER POLE AND OVERHEAD LINES TO BE cW G Z xm c REMOVED OR RELOCATED. COORDINATE W/ IDAHO POWER. o 11 - 30 NOT USED THIS SHEET. J 31 CONSTRUCT 20' TRANSITION FROM REVERSE PAN ROLLED Q d CURB TO ROLLED CURB. i J 3© REMOVE APPROX. 981 SOFT. CONCRETE PAD AND �m DISPOSE OF OFFSITE. o J 0 a Z _O 0 > U 0>como Do zQ��= mQ eQX0000MO ; wLL, Lu 0 Lu Q U2 3w'�oWw a OJZz� J aoow0� C. < CL Q z z W O a J Q 0 Z (L 0 a a a z � OLL U OJ W rn *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. ETA APPROVED N w 'o t- FOR CONSTRUCTION a a 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' 13 OF LEAVITT & ASSOCIATES ENGINEERS, INC. THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ' o ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT W U Lo c TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT LL M M 1 OF LEAVITT & ASSOCIATES ENGINEERS, INC. r m w . I QKo O N 1n 1 I Z c axw I U) W cc W a U. � QW U ccZnw I I �Z a w � co wa MZ QW U) Q a. °� �o LLI 00 2 Imo_ I i 0 Nw, - J LL cQi w az I 0 a ma m I I I I I I I I I I I I I I I I 1 1 1 I I I_ I I I 1 I I 4 E I j I 6 I L� o . ` A — E O. Co� ¢`o W PHI LOMENA CT o 0 �.. z w�� V) I m zo Z Q o 10_ 11 12 13 14 15 16 17 W $cn I — — — — — — — — — — — — — — — r., r, �,d a _ — - ._, 23 22 I 21 20 19 7 11 I cn 1 W o INSTALL STREET'. NAME SIGNS d PER ACHD STANDARD DRAWINGS TS-1109.03 AND TS-1114.01 I cr ;m INSTALL TYPE II TERMINUS o — BARRICADE PER ACHD SD- 1132A. J 0 — — d w AVILLA DR INSTALL TYPE III TERMINUS BARRICADE PER ACHD dm SD-1132B. rn INSTALL STREET NAME SIGNS 19 Irl PER ACHD STANDARD DRAWINGS STALL STREET NAME SIGNS \-INSTALL TYPE II TERMINUS TS-1109.03 AND TS 1114.01 ER ACHD STANDARD DRAWINGS S-1109.03 AND TS-1114.01 BARRICADE PER ACHD SD- 1132A. Q O 18 2 0 LU v U>com0 I p 0 mQ ZQ�'nx 0 aQ�poMO °p0O�Z I O !�z wLu o I. 17 I 03 I Q W o V� �QQ�� w p ZW�pWW I I a W OJZp[Z� I a aco =U LO O � I W S � lJ �d _. -� 1 5 . _ - -1 I = - 5 25 100 V} z. ' ' Li 0 15 50 150 o SCALE: 1 " = 50' *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED INSTALL STREET NAME SIGNS NSTALL STREET NAME SIGN FOR CONSTRUCTION PER ACHD STANDARD DRAWINGS - - PER ACHD STANDARD DRAWINGS - —L - TS T169.93'AND TS1T14:Or — -- -'>-- TS 1109.03 AND TS 1114.01 �TL_ INSTALL TYPE II TERMINUS "° BARRICADE PER ACHD ed SD 1132A. — — — — — — — W DAPHNE ST J Q z !A a O Z d Q O _a ' jj V/ 0 U > w W w o � a ). -' m z N w N Q N o Z SCALE: 1 "=50' Sheet Number 14 ON n r-SSMH-A3 cn '. '. m t0 I U w Q Z ' Mw ww N w SEWER LINE A (n a- cn cn � INSTALL 16" CASING PER MERIDIAN STANDARDS SMH-IS A2 TA: 3+23,93- SDI AND SW2 89'48`3b" f is - �f', 7 4+ - 8 -V38''183'28'19" 92'6w46 N SEPINO AVE - ��nm U� w.o , i r'+1�N w (� +ram Z�j 3 J J W U J I V7 VlW = uiCj W* ' � (�Qll i x � ?Tw w 2 fn ai 1p EXISTING GROUND SSMH-Al STA: 2+24.42 tINSTALL 16" CASING PER MERIDIAN STANDARDS _7-7 SDI AND SW2 tiiq�+/YgT� 4 z 2532 CONST. 16" CASING 20.0 LF CENTERED CONST. 8" PVC'SEWE _ UNDER IRR LINE PER 17,1__LF 0_0 40% _. MERIDIAN STANDARDS W/ 16" CASINGPER SW1 AND SW2 MERIDIAN STANDARDS CONS11 T. 8^ PVC SEWER SW1 AND SW2 2528 , 239.3 !LF © 0.4057 CONST. 8" PVC SEWER N n _ oq N 2524 ^ Il - N 04 � STA:- 3+23.93 CONST. RIM: 2541.33 S H-A1 STA:2+07.34 2532 REMOVE EXISTING CLEAN -OUT AND CONNECT TO EXISTING 8" 2528 SEWER MAIN. INV.=2526.09 ID 2524 o ui _ 0 � 3 w __ INV. IN(S):-2526.76 STA: 2+24.42 CONST: s N 2520 _- � z_a INV. IN(W): 2526.76 RIM: 2541.68 2520 +,oa .z INV. IN(E):' 2526.76 INV. IN(S): 2526.26 0� n I N> > > INV. OUT(N): 2526.66 INV. OUT(N): 2526.16 Z ..zzz , o 2516 N Z NN Z Z 2516 Ix 00 ao 00 _ „_ _ 0 < I = e CD w 00 Do 2512 z LJ -Go_ 2512 _ SEWER LINE A �� o 0� Ln Ln Lo Ln 0 Ln Lc)N N N N N N N (0 6 r' 0 �.0 W �- Z J_ mOM Q� > Oaf 0 U U aco 0W J Z aXw cc Lu } 2LLz U) W Z0z 06Z 7M5 M (n N M J WO� �Z >W ��z J Q W N�Q NNW J xW LL Z d 0 m2 ,- a ala Fa i+cW �✓ ✓v E SCALE: Wa , cz - W HORIZONTAL D `a . �� m= ;� s 2s too oy o.o.;; <a 0 15 50 150 N VERTICAL o 0 1 5 15 N 0 3 10 0 HORIZONTAL 1" = 50' VERTICAL 1- = 5' o J 0 � QLL a � e o � p W O a 0 NOTES: 1. ALL MANHOLES SHALL BE 48"0 STANDARD /y Z W_ MANHOLE TYPE 'A' PER ISPWC SD-501 UNLESS 0 z NOTED OTHERWISE. Z 2. ALL SERVICE CONNECTIONS SHALL BE PER ISPWC SD-511A. 3. EXISTING SEPTIC TANKS AND SEWER DRAIN W Z mm d FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. WZ ,^ Q v' J CL (L m aJ I Z 0 V) 0 > U U>wci0 co �Q aQxcooMQ ZQ�T2 _2 3300gZ U) z W a W a2-ZIco wm-,-.0 b UX W Zw==OWLLI oaa_Lu Q w 0 1 Frz J a00w0� a a Lo Q c Z w � a J Q 0 Z a O a a O U LL in ww o rn w *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED NFOR CONSTRUCTION Q ao 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' 15 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 6+00 5+00 4+00 3+00 2+00 T 0000 STA 3+23 93 PHILOMEN CT S.C. 7+29.10 63�57 — — - 17117744 — ' S.L. 86.1' L S E.I. 2531.72 J N GrU(S :,� `� 4.r _-3 § UC 2 0 _. SEWER LINE C x N 0 }N]M N J 10 0 ," m N JO . , ... ., ^. a�� SEE SHEET 17 ^ .• .. N �. V' O Nj_ r -. NJ't �...0 NJfD M Jr7 M JIB M J� .. .z0 1 :. '.. + } M E N OI m + 0 N to O1 }' N w Ln O) N m c0 N _..M M CO N t0 of t0 w (n N W U J N N Lo N N N N N N N N N. N� O� Q V) (N LiU J- VI U J_ U J_ U J_ U J_ U J N III P ,. 1p 0)14 (n W 12 VI (n W 13 (n (n W SEWER (n to W LINE B 15 (nW W 16 N N LiZ 07 v a.< FINISHED GRADE 2540 ` — — — — — — — 2540 � EXISTING GROUND— iAJ _ 2536 _ 9iN . _ 2536 _ CONST. 8" PVC SEWER 2532 77.9 LF Q 0.60% 2532 _._ CONST. -8" PVG SEWER e 2528 228.6 LF ® 0.40% CONST. 8" PVC SEWER 2528 rq 222.7 F CN _0.40% N CO I� 06 �p f L �; OU N 06 N _ _ __ __ r- _ _ co 2524 p � N z N r . 2524 O�v _ N _ O t Cl �_ co Z NNN N W U N to � PC)N� j Oj N 3 H. _ _ �Z_ _ LU 31— NLo N..N� 2520 1 +N + O Z zo per j (! 3 W 2520 _ Z _ i _ _ N» +� ^ O p © .lam— M v� iv Lo CD N--Z Z Z to a0a0 Hie zo Lo z_z_z_z 2516 .. 2516 y (/) x co DD_ SEWER LINE B x,', ao ao 00 ao CD cD co c0 Lr) d' ro O� 1� 1� N N Q1 1 In n O CD 0� 0� 0� Ln Lo U to Ln Ln In In 0Lo to 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' 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-511A. 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. APPROVEDNOT FOR CONSTRU O o � 0 w d �1. �Z J_ aMo oM Q� CID0 I .. 0 co u a X Uo ,, Q W w � LL 2 QW Z 1— U ccZ0 "� �� otj m > N J Z (n M M W O � iW WM2 F- 0 J_ Q Q N F02 w NNW J I w LL Z o N0 MI �a 1 1 a.",��✓Mn N ,y E o 0` a w J WLL w o ZwA J (L o L0) a O Z a 0- �y w Z U m U �Q a J °m a m Z 0 cri O LIJ U>coMO Q O zQ��= W Q WaQ�coc') _2 w000*z vZ iwLu --O a 02-z -q(n w0 wOQQ0)m (�— zW p w a w o -ZXZ2 J CL aoow0� a a��a> Q co z Ir w O 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 O z a O (L Q a OLL U ww 13 co U) N W N Q N f' 7+00 6+00 5+00 4+00 3+00 2+00 a E v 9 L O r -- SEWER LINE rn o n C� SEE SHEET-16 n n M ' = I N 3 wz W �W �I 1 ol a ' V)Nw O --- — ----- --� - �- ---- -- o--- p� °A I �= i S.L. 88.36 S. 40 PHILOMENA CT �_ _ E.I. 2536.77 _ I SKEW 36 39 45 _ � -- O �- - ---- _ -- - — - =�- ------ - ------ ,\\1 SSMH—C 1 ', o ��w _ 7 � o '; I STA: 5+01.75 SSMH—A2 rn on _ a STA: 3+23.93 N 17 R.. ' cn W © zr vi vi b i L-- --- --J W SCALE: HORIZONTAL 5 25 00 0 15 50 150 VERTICAL 1 5 15 0 3 10 HORIZONTAL 1 " = 50' VERTICAL 1 " = 5' NOTES: 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-511A. 3. ALL SERVICES SHALL BE A MINIMUM OF 5' FROM ` THE OUTSIDE OF MANHOLES. 4. EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. Lu �a 00 I— Z 2 Q� Taf _ ., 0 a x w (O� Q WLu Iu¢.z Z°W QW C 06Z 5 cl) A 06 (n M woa Z iW �mz QJ W N�Q F- J U1NW �w i LL Z as m 2 �a �' ti � A et « 0 o O J Q O ----s---- T i SSMH—DT T 23 STA: 3+60.04 I v o o�m � Iq > w Q ' ' 1 J T tC V) V) + Ln N + M O + Ci c00 i(l + N + ' N = ,. N Z d a 0 N VAN n�N Lo �N N..N .: i%i W w Q QEL i U J_ (n (n LJ U J_ N U W U J_ N N W '3J U J_ U (n W - V. V) w, ;:, (n VI 1 1 1 O 0 �` z UZ� W AVILLA DR �;- W z z S c Ym _ 4�+ D a� 90'O'O 3+00 � m, 2 OG , _ �Li� Z o� w SEWER LINE E Q U 1 � os t g Q SEE SHEET 18 W Z _ H4+D69.37 W� J STA: w SSMH—A3 Q a (n STA: 5+63.20 W � _, 2�� _ in �m �.o.. o Z O ui p • U W T Z FINISHED GRADE wa z i7 M Q EXISTING GROUND _ w p 0 w Z 2540 _—�-- ----�-- 2540' Z w W m CD EXISTING GROUND W CD to 2540 2540 p w Q Q CD IY Z LuLL--W 2536 a•. 2536 FINISHED GRADE Q W J W oJZ�Z aloWO_ __ _ 2536 __ _ 2 RR __ 2536 a a Q Lo (L}� 59 - 6 PAN �yi�lygTF Q co 2532 a, Pvc % 2 M 2532 c0 O CpNsj'g_.LV Z N ' _ 1NST B CONST. 16" CASING 20.0 LF CENTERED.. w N 30t A <F d 2532 c @ UNDER IRR LINE PER 2532 3 co - �1 s 9yf�R SWRfDiAN STANDARDS _ �H HAND2528 SW2 fl __ _ CONST. 8' PVC SEWER 160;0 +� I N 2528 O N U LF O 0.40 2528 2524 to t0 �F-��. 2524 M N _ Lo U) 00 N N �.� ._ CD Lf) N N O N p _ c6 a0 °d co N O to Lo N N N .. _ __ _, _ 2524 0+ Lo _ in to ,N to N N N 0 LaNN 2524 _ a d O — Z 2520 r�::%�::� r 2520 =�N-Z m Q g _ N N ^ !o _ �v3_w Z Z Z p __ _ vNic~n� ao O�v� O LOB^ 3 O v _ N� Q+N+N>>_> 2520 .-CDC ?? o ZZ_0 2520 p w W + j G 2516 __. ZZZZ_ _... _R _.. a_ _ _�A ........ ..__. .. _.. _. ...._.. 2516 _..... ._... ..... ...... _. .___ -.. Z_ Z Z ._.. ..... I N > > j •.�.._ Z Z....Z to fn A 2 (Ww Do 00 Go co 2516 0 — VIA II II: w Do 00 00 II A II 2516 — Uj aG _09 _ 2512 2512 0 *CONTRACTOR TO FIELD VERIFY z UJ o 2512 z W 2512 HORIZONTAL & VERTICAL a Z _ LOCATION PRIOR TO CONSTRUCTION. 'z m SEWER LINE C w,L w SEWER LINE D NOT APPROVED N (7 (] I' m d- O O r7 00 O N to '- 00 00 00 (fl FOR CONSTRUCTION N W Q T N N N N CNLn N N N N N N - C4 N N N N N N N N 6 THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z 2+0� 3+�� 4+�� 5+�� cJ+�� q +OQ 3+�� 2+�� 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' 1 7 OF LEAVITT & ASSOCIATES ENGINEERS, INC. e � ------------- a^ to - w I I� z 19 o; O z ?Tcn n O W cn cn cn F + 7 N f N *D VI (n L I SEWER LINE ' SEEF SHEET 17 d . u7 O O + NLn N � N uo V) W fn (n W N'( SSMH-El STA: 4+32.63 1p 11 nJh NJap U1 O +-:M + M Ln Ln U L�(Aw V)(/iLJ kk u, o c� N ��. m � n O I 1 D w o SSMH-E2 w cn rn STA: 5+63.85 LU)� 1 2544 _ EXISTING GROUND j _ 2544 2540 2540 FINISHED GRADE 2536 2536 B 2532 2532 _ CONST. 81' pVC SEWER CONST. B" PVC SEWER 1311.2 LF @ 0.60% 232.6 LF @ 0.407 2528 ' 2528 N_N OR 00 N Z N _ • 00 ^ Z 00 00 U') �N 2524 N _� N _ � _ _ _ N N ^ 3 2524 N ?i O I— p + N2520 C 5— Z I> _ 2520+� Q+ I N>>> zzz z_z_z tea --- _ cn �aa � t:i N0_ 00 00 00 2516 z s Li~ Do a0 Z w : _ 2516 _ _ .__ D C1 0_ 0_ 2512 C, O Z _ LLJ 2512 SEWER LINE E w' Ln to 2 r d' M N O N N N d It �t d' d' d' d- Ln Ln U') 0 V') d) d) 0 N N N N N N N N �o w U �Z J �M Q� Oaf 110 O'UJ Q - LL w til j f Z z 3 QW °W Z '�' otj > Oaw 0 F V rL Z NMJ w o a >W �0Z Q Wb�l _J ^Q W Ni2 J�w NNW LL Z 0 M = IE m is v� c� 2 Om N O ~ N c W J O SCALE: HORIZONTAL W LL E o 5 25 100 11 1 O a (%� 0 15 50 150 I.Y Z w o VERTICAL a Z 1 5 15 ,J 0 3 10 W xm HORIZONTAL 1" = 50' Q o VERTICAL 1 " = 5 Ui Q o a A 1 . ALL MANHOLES SHALL BE 48"0 STANDARD Wm MANHOLE TYPE 'A' PER ISPWC SD-501 UNLESS li o NOTED OTHERWISE. 2. ALL SERVICE CONNECTIONS SHALL BE PER ISPWC J SD-511 A. p 3. EXISTING SEPTIC TANKS AND SEWER DRAIN CL FIELDS MUST BE ABANDONED IN ACCORDANCE D 5, WITH CENTRAL DISTRICT HEALTH DEPARTMENT cm REQUIREMENTS. Z 0 O LLI � 0 (j 5.co co O co ZQ,qLo2 z — 2 wpOovZ III co —0 a 0255Z W v�0 W o<<am (� —13: z LULLoLIJW Q W oJZFXZ2 J acoLU02 0_ a i2a@. Q Z w O J a It z V: a O Z a Q a cr O ILL w p Q_' 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 ,�„_50, p OF LEAVITT & ASSOCIATES ENGINEERS, INC. v 2+00 3+00 4+00 5+00 6+00 IRR IRR IRR IRR I TN I I @ SSMH-F1 (5 S STA: 4+34.23 KtD t0 N N LY tO p M K� `O _ M LL't7 N �� a N Q 0'M O 0-'N O K� . . OWN c0 N N t0 . �� c0 N N N Of N N r _ `? Nu)� d _ } :�. OinO d' Ln in0 } M N Obi inO -} -Lj M O �inO } n N N N N Lo N N M N N N N N N Ln :.. W w cn U1 W U J_ : cn N w U —i _ N N lL U J_ U J_ U J_ N U N L..In _ M w ui U W m C6 lL( V] (/1 4.i VI VJ 4J ;. a SSMH-F2 .. co . 6+74.45 ., so.0.a,. a. ., _ �. JN(OL OSSEU�I�.A�E . v, 6� _ .i V Jan 'tJ N In Kl J N JO' NJ.} JM a N MN O N Ln if in O in :.. in in .- phi tfT O N O Ilo N �N in N �aN ��N r]yN 7�N U J- U J U J U J w (n to lil : (n U l.j Vl Ul Li ' to (n lJ !n N Li 0 N W ': (/1 (n lJ =I I o I (E)' I SEWER LINE F _ I I N I I I N I SSMH-D1 STA: 3+60.04 or - co co W O J N J Z N_ rn. Ol N O in O �W 7 N 't N N W U J_ U J 3 W VI to Li Vi (n w � en ° i SCALE: HORIZONTAL 5 25 100 0 15 50 150 VERTICAL 1 5 15 0 3 10 HORIZONTAL 1 " = 50' VERTICAL 1 " = 5' NOTES: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 IA. 3. EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. ' -0 Ns wU �Z � � MA Q ' 0 'ID 0 V/A k Nu1 J � Q �' axw ( a UziNw Q Z°W QW �? �Z �, Fm� ' m L t/) N J m won — Z Lu F-1z J_ QW w N1Q N J fA W �W LLz m2 �a ,' �- o`er m& o`o a` w J_ LL LL W Q Zm J (L o o dcr) = o 0 `D a � Q z vm w Z s U Q U wZ co �j \L a `5 J O a Z 0 . w r• U >toco0 2544 EXISTING GROUND 2544 c_ co z Z Q Q -- -- -----M 0 W000�z — --_ — _-` -- fn z W wm_a,O LJJ s cr 2540 2540 w 0 Q Q _ V - z ww5vw W FINISHED GRADE QW 3 - oJZFrZm J acow0� 2536 2536 �' Q L d } Z O W F- 2532 CONST. _8" PVC _SEWER 2532 a EWER 2 40. 2 LF @ 0.607 CONST. 8" PV�O.' _ 234.,2 J F a40% _ 2528 M _N __ 0 _�� 2528 _ �N J Z _ 04 oo C c6� O 2524 Lo .� N ;� u) � N 2524 a O Z _ N O _ _ _ N�^v (40 _.�_N ^ CL Q d O _+N>rz _• _. o03 v o .....� c 0 2520 z m- +�_0 I'tN j j � Z Z O + 2520 LL O w W E00 a..Z? _ I Nj>j ? .. .._. _... _.. _...._. _.. ..... _.. - ___ xOD00. _..... .._. _ _. ._. - 2516 Z'w iY 00 06 a0 2516 O CD'" *CONTRACTOR TO FIELD VERIFY 2512 z LJ 2512 HORIZONTAL & VERTICAL _ LOCATION PRIOR TO CONSTRUCTION. _ M SEWER LINE F W E O 40 . N It 't �t to to Lo Lo Ln Ln LnU-) N N N N N N N N N N NOT APPROVED FOR CONSTRUCTION THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT I SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=50' 19 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 7+00 6+00 5+00 4+00 3+00 2+00 M M N ; L6 N t0 �t0 L6 N � � N � I j � � .. + � N C } � M N N N N N N C N N IH-G2 - UJ 16 Q Vl O r O O N -SSMH—G1! 1 STA: 4+34.23 Q co of� coofg O Ln 0 - Lo u1 0 M Lri LQ m L1 0 + d' �n 0 + 7 I .q. N Ln N N N N N Lo N N N N U J ui vi u3 ui vi Lei ui vi L,i A w N NJM JN m N � L O + N N U J_ U `.J_ (n (n W (17. N W O '. '.. O I 14 10 O J O J O N. � Oi_ , mLoO niO } ' M + • n N N N N U ui (n W V) (n W O O O STA: 4+32.63 2544 -- — _ — _ —� EXISTING GROUND _ 2544 2540 _ 7 _ 7 _ 2540 FINISHED GRADE 2536 2536 2532 CONST. 8" PVC SEWER -- _ 2532 240.2 CF p 0.607 CONST. 8" PVC SEWER 234.2 LF © .40% _ 2528 ~ ^ ' 2528 O N rn 00 N _ _ _ :. _ Z N N_ OD ao N Oo Oo 2524 �M F- N i� z Ln U) � N 2524 M�i:v _ N_N ^ _. +� O co (n Q �N Z Z O 2520 I j> +::� 2520 Z Z_ �Q-- s e DD o Z W ZZZ � < — — — _ 2516 _ ..... 0 < V) Q' oo Roo Go 2516 cf C) o Z w _ _ c>. SEWER LINE G Ui to - 0 00 tom) L(-) 00 O N Ln O Ih N c0 D7 � . M 17 n n N N N Lc) In Ln u") to N Li) Ln Ln N N N N N N N N N N (0 r 0 w 6 Lo �m L Z i J M ; � Q� � 70a0 x „0 U) k Ci 0 N N V� ? axLu w U0 Q � .� z �Lu W Imo- Z°w Z U = x (D ojj > Oait] NmJ woa �Z �Iz J_ QW W 0) a J NNW xW lL z ap mx c. Em s ct_ _ 3 oy sCL Qo N C) 0 v N W O J SCALE: HORIZONTAL C7 (y E o 5 25 100 W O 0 15 50 150 Zi � a a VERTICAL J z 1 5 15 O Z 0 3 10 1� xm HORIZONTAL 1" = 50' W Q VERTICAL 1- = 5' WZ Q f' NOTES. C Q 1. ALL MANHOLES SHALL BE 48"0 STANDARD A �m MANHOLE TYPE 'A' PER ISPWC SD-501 UNLESS NOTED OTHERWISE. 2. ALL SERVICE CONNECTIONS SHALL BE PER ISPWC SD-51 1 A. p 3. EXISTING SEPTIC TANKS AND SEWER DRAIN d FIELDS MUST BE ABANDONED IN ACCORDANCE v a WITH CENTRAL DISTRICT HEALTH DEPARTMENT °cm REQUIREMENTS. Z 0 !� O Ouj >C.)Wm0 Q O mQ ZQ'T�= _2 aQRO0m0 w00O�Z cl)Z Q W 'wLu —0 o 2-Z'ttn o U� W oaaan� zW�-Ww Qw 0JZcrZE a a,2=U a>- Q Z cc 0 W 0. 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' 20 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 4+00 3+00 L+ o a Y � ww m g 0 �3o?�Q o0 F7D V\ amz \ Za0wo& \\\ dozy>O wz� a�o�W a W w a W. ' 0 J.....i..� Ez W �w�a0�„� a 0w rnJ — . o� 1 e_.> aWz co00�www ... �� .� _. __ - . _ rn .� _.m,� .� a,q� ui .. Z a fnZ W a' a' a W 00 Z � . C)< �w ro��wa zao �ao3 c� Ccdf)� ® O C�� 11 z� p� u,W � oa zc�3 3 O z w Lj .. 6�' 11 .._03 A REMOVE TEMPORARY BLOW -OFF ASSEMBLY IF PRESENT AND CONNECT TO 8" WATER MAIN. v CONSTRUCT B" C-900 WATER MAINO87.2 LF 1 0 0 N � � 0w 10 4.0' m TYP. • 18.5•� O U l I O 1 1 _> 12_ 15_ _ 16 17 � TYP. 10 NOTES: 1. MIDSECTION LINE WATER MAINS SHALL HAVE 5' OF COVER. IN ALL OTHER AREAS, WATER MAINS SHALL HAVE 4' OF COVER. 2. ALL DOUBLE METERS SHALL HAVE AN 1"o SERVICE LINE AND 3/4" METER PER MERIDIAN STANDARD W3. 3. ALL SINGLE METERS SHALL HAVE AN 1"0 SERVICE LINE AND 3/4" METER PER MERIDIAN STANDARD W2. 4. EXISTING WELLS MUST BE ABANDONED FROM DOMESTIC USE IN ACCORDANCE WITH IDAHO DEPARTMENT OF WATER RESOURCE REQUIREMENTS, WITH VERIFICATION OF DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. 5. CONTRACTOR IS REQUIRED TO VERIFY ALL PIPE JOINT DEFLECTION ANGLES DO NOT EXCEED )z OF THE PIPE MANUFACTURER'S ALLOWABLE DEFLECTION. 6. NO PERMANENT STRUCTURES CAN BE OVER THE WATER MAIN OR WITHIN ITS EASEMENT. REMOVE TEMPORARY BLOW -OFF ASSEMBLY IF PRESENT AND CONNECT TO 8" WATER MAIN. COORDINATE W BRODY S SUBDIVISION CONSTRUCTION. �O W m Q� am02 UTA V Z ONN 15 a X w �W � Z°W �Z � L 0 W fA MJ W0d 1 Z `w (oZ Ji Q W 2 J NNW �w LL Z Ma y N O n O m TT O E CD Z ECD p 2 Q 0 0 J a a 5 25 100 0:z n 0 15 50 150 W Y m SCALE: 1 " = 50' U Q Ol WATER KEYNOTES INSTALL 11.25' ELL (MJ) Jo a O INSTALL 22.5' ELL (MJ) 3T O3 INSTALL 2" BLOW -OFF ASSEMBLY PER m o MERIDIAN STANDARD DRAWING W13. ® INSTALL 8" TEE (MJ) W/ p 2-8" GATE VALVES (MJ) d O5 INSTALL 90' ELL (MJ) 'm 1-8"x6" REDUCER (MJ) a 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 O 1-8-X6" REDUCER (MJ) 1-6" GATE VALVE (MJ) 6" C-900 WATER MAIN 27.3 LF ; LLI U 0 > co cr) O AND A FIRE HYDRANT PER MERIDIAN Q O Z Q to STANDARD DRAWINGS W8 AND W9. = m w Z fM ' Q O7 INSTALL 8"x8"x8" TEE (MJ) p — O Q M co c O W O O o I Z 1-6" GATE VALVE (MJ) 6" C-900 WATER MAIN 13.0 LF Q o Z AND A FIRE HYDRANT PER MERIDIAN STANDARD DRAWINGS W8 AND W9. jL 0 Q Q Z W W QLU ® CONSTRUCT 8" C-900 Q LU o J Z Z WATER MAIN 12.1 LF. d co W O ��\\ O9 CONSTRUCT 8" C-900 a Q a } WATER MAIN 5.7 LF. to Z 10 SEE WATER NOTE 2 SHEET 2. 0 11 SEE WATER NOTE 3 SHEET 2. wa ~ CONSTRUCT 16" CASING 20.0 LF CENTERED ON THE IRRIGATION LINE PER MERIDIAN STANDARD DRAWINGS SW1 AND SW2. J Q O Z a O Q d O U ILL Co p W w c *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. 0- } z 00 NCV W FOR ® N p THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES e_ 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. THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES I I I 1 I�ILI ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number; TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 111 22 OF LEAVITT & ASSOCIATES ENGINEERS, INC. THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES 0 0 ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT W U '� o TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT Z OF LEAVITT & ASSOCIATES ENGINEERS, INC. r Q =10 CO 0 Nu, O a xw q a 2z il)LU �LYLU ccz0z 06 > IInn �V Cc 0 Oaw I NMJ �Z wo� �qz J_ QW U) < W U)NW . J �W ly z a0 mI IcW �W w �a 2 4 #. j # 1 'tU ace I \ FS ME FS ME 9# j 5 .79# 4 0# 2 4 FS ME N m I �n m 41� ice__ FS ME FS ME # 41. FS ME FS ME # 40.7 # # # 541. FS ME FS ME #254 4 ?: TBC I� TBC. _ ... ... I PAD EL: .. e.�.. ... .... _,.a •ram..., ` ...... �. T .I�.. ,.} FS ME - - 2542.50 PAD EL: PAD EL: _ .,_ " F # �# 541. # #2541.00 ` T.BC 3 2541.50 2542.00 PAD EL PAD EL: 1 �541.9 S ME FS ME FS ME '� 40. © 2542.25 2542.25 2 4 FS ME >,, ® r PAD EL: Fg F FS 54 12 �. wn m a.;: TBC 41. 1 �m m I *� 2542.00 2 _ is TBC 41.07 .. ,.4 ...., ..�.�...... < .... r- O ��2542.68 N ` T C TBC 2542 - __ 4 .1 v -Li N TBC d '� 41. 41. i 41. _ ..TBC _. . _.. a N # N TBC TBC TBC 541.97 2541.61 n p � 5 ME 4 _ L TBC < N 540.9 419 , ` TBC FS 2542 18.0' TBC > 25 F _ S i T - -N- - - - Q - 541 254 _ W: PHILOMENA CT �2542�_ o 4 - o ..... .,....._.......... ".. .. J .. _. _ Z .... ._.. .,.._ e..N, e p # 542.1 __..� Li 3 � ME � TB 9 TBC 25 1.17 541.30 541. 6 41.87 1 w 2540. O ✓ CONST. 7' TEMPORARY SIDEWALK T8C �BC TBC TBC TBC 541.87 1 61 FS FS Q n I _ APPROX. 250 LF. PER ACHD SD-709. 541.0- TBC TBC m 0_ CN MATCH EXISTING GROUND TBC 2542 I m PAD EL ELEVATION. CONNECT TO EXISTING `� PAD EL: PAD EL: PAD EL: AD EL: PAD EL: PAD EL: PAD .EL: a 2542.00 1 7 SIDEWALK IN BRODY SQUARE SUBDIVISION. PAD EL: 2542.25 O 2542.50 2541.50 2541.75 542.00 2542.25 2542.25 2542.00 oo 5 FS ; FS # Lo Lo� w� © N ' ME 10 1 1 12 13 1 4 15 16 17 N m a L0 5 42.06 5 1. 0_ C� FS 3 1. 3 FS# �.�� 2542.29#. ME ME 2542.1 # 254 ^ .. C." m - - - FS ME FS ME FS ME 542. 41 0 4 .70 FS FS - 2541.44 41.. ` � 2 41. FS ME A m FS FS FS 1 FSME4# 11 �u FS ME 5 25 100 0 15 50 150 SCALE: 1 " = 50' *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED FOR CONSTRUCTION E 8 a" ma _ 0`. o`o� a`e Q O 0 J "O E G z cn r^ v ' a Z z Q Ym v V J W iL ca 3m o` J a Z 0 O U IL) >w 0 Do m ZQ��2 Q _a a wO00'tZ Qwamoco (A Z Q W W c W co ^0 2jr -Zvi (�- w zWWp OQQsd' W QW 0JZRZ2 .J 7E (Laow02 a Q U') >- Q (D Z w � SCALE: 1 "=50' J Q 0 z a 0 a I. a a O U LL rn p W W o U Sheet Number 23 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 by a UL QCZJ certified pump station manufacturer. Technical Service and Support. The manufacturer shall provide access 24/7 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 following system performance tests: Hydrostatic testing that meets ANSI/HI specifications and standards; Flow testing that 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 Flanged or threaded connections shall not be accepted . ted piping.9 P 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 shall 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 pumping system. Main Disconnect. A service -entrance rated, non -fused disconnect shall be mounted in the pump control panel and II r he control panel. The disconnect shall shall isolate a power to 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 by the pump motor, as stated on the motor nameplate. The VFD ABB Industrial Systems, Mitsubishi shall be manufactured b Y Y , or approved e start-up Initial equal. and calibration shall be q t p 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 additional equipment 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 Local 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 system pressure,flow, 9 P P Y Y motor frequency and amperage. Data shall be exportable to MS Excel. 6. USB 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 3rd 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. 50-01/650-01 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. ,9 6"CONNECTION 2" FILTER FLUSH LINE-- 1Y"INTAKE SCREEN FLUSH LINE g FILTER SHOWN REMOVED FOR CLARITY i 4 } 1 I L I NEC CLEARANCE SEE LOCAL CODES I 60" WET SENSOR/ FLOAT I SWITCH WELL WET WELL CAP 97Y4" OPTIONAL rU11y viCVy..... INTEGRATED PUMP STATION ENCLOSURE 1 FRONT VIEW OVER JOCKEY PUMP ASSEMBLY OPTIONAL PP INTEGRATED ENCLOSURE S NT G 0 6 9 2 DUTY PUMP ASSEMBLY WET WELL LAYOUT & MINIMUM CLEARANCES DESIGN SPECIFICATIONS Desgn Flow Rate: 350 GPM @ 80 PSI Intoning Power 480 Volt I 3 Phase Model n. Pr it,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 6VALVE, BUTTERFLY VE L V O G 2 7 CHECK VALVE, ENBEE 1 8 CHECK VALVE, GROOVED 1 9 CHECK VALVE, GROOVED 2 10 ELECTRICAL PANEL 1 11 FILTER, SAF 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 19 SKID *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. NOT APPROVED FOR CONSTRUCTION W U '. ., ,p J �oa M. 2 Q� (� ,I�� C.)C� ._0 0 ° 6 ON J ? axw (n � Q ct W 2 �W W Z � I—r,W zoz Q V (D 06Z ::) y Fmi LL /r�n ~ 7 Q N m J r V (n M W Z ` UJ G W of Z F- O J Q W U) O J NNW Xw LL � Z v0 m = �(L I ,.. 7i�{ S .•l um 0. ter• Eg G9 �� 0 ooW o aco Cl) J Q W 0 Z O Q U) lci G 0- a Z T m J 0 a m Z O Cl) 0 U U>(D�0 0 O ZG(0T2 — r Q _� w0001Z Viz Q W Wwm o ^0 Z�rn 0 IUW Lu ZLU OQQ�f� 0WUJ Q O J Z R Z J2 CLooWO2 0. CL Q„�a@) Z o W 0_ J Q O Z a 0 a I.- Q a It O U O W W O D N W N Q N THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES I I I I I� 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.