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I () " ". ' I­­ I I I IRR - , � L-' i ...................................� .....L.................................................L........................................ ......�.........�.................L.......................... L L L"' � .2 � _" . 'L�L'4 z T" '�111 1 N Uj 0) 111-- ":" ��""_ ­% � L"'44­ 1, " L, .1 ,,, , .4.. "k � INVERT TYP.1 TYPICAL , - '\'\'\ .. " . ' INV. �_ I .s "� 'L'. ","", � � '. I ...� � ,, , L , I'll � - . " 111. � , � � L "��'­' � . � 11 .11,"I--,"""""",-,Ill""I'll"-","",'ll""I'll""I'll",I-1...............,�Ill""-----------",-1-1-111---,-,-.I---1-1.....11...I--,'...I__ , "�, ��',%*"LL 'L' "��'� L .......__'_i 0,, L L ' I � ,, , L � z � N < 0 �......��','��L L , , I (D � RT ; RIGHT w � WATER � x � � T_ 0 ""�'� I 0 z - � � LT � LEFT I � � z 0 � TEAKWOOD PLACE SUBDIVISION I � 1 6 1 i,, n "W'Moow M I" ��U) � z � z �THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ..............._� z I I L > � BEGIN VERTICAL z END VERTICAL � � � � � SrrE MAP ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BVCS � � SCALE: Sheet Number: a � EVCSI � z CURVE STATION � CURVE STATION � I 11". "I 11"I'll I"I'll,11 co SCALE: 1"=50' TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT ..............11111111%�............BEGIN ­'_ VIfRff6AEL' I- � EN 11 D I'll,V I E 11 RT I I I CA I L­­__'_'_'_"'_ � � EVCE� S NOTE 1 . ... ........ ...................... z :) � BEGIN A � (0 OF LEAVITT & ASSOCIATES ENGINEERS, INC. BVCE � z � CURVE ELEVATION 1 CURVE ELEVATION s GE STREET LIGHTING Lo °1 Uj CD O _ _ 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, p Z O O WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. cp, `90 Q O MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OFco THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING 2• A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN [' 'w V STANDARDS OR SPECIFICATIONS. PORTAL AT HTTPS: CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST v V, a N INSPECTIONS. - - O J Q 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR r/� Q READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR - 0r^ W cc W VJ Q LL COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS THE POLE AND ASSOCIATED WIRING. IN FROM CURB OUT TO STORM , Z O RESOLVED. OPENING INLET DRAINAGE BASIN W Cc N 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM V n 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. WATER METERS. _Y Z co 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS /n 0 START OF WORK. PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC v 0t: co M WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. cl HS 25 RATED TOP Z W O 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. 2656.68 2656.68 W NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING O UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY 2656.68 Q o NOT OPEN OR CLOSE WATER VALVES. W to N 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT FINISHED SURFACE J Z THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS 20" N O INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRICTION NOTE NO. 1. M = 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. 26354.60 2654.51 a_ V 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS INV.-IN 2652.60 2653.38 -, % . DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE INV.-OUT 44 "" O y� p � m RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED y� LO 0, O. -z CONSTRUCTION PLANS. Q -w co 6 o 2650.18 p i� o 10. ANY DEVIATION FORM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR BOTTOM r p = w TO CONSTRUCTION. �� ' g� Q N 1000 GAL, SANDIGREASE TRAP N0. 1 y0 NP =o 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM 47.0' RIGHT OF WAY PER ACHD BMP#1 �a THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE -NTS- i6a APPROVED PLANS MUST BE APPROVED IN WRITING FORM THE CITY ENGINEER. m _IV m m R ROADWAY 2.01' 5.0' 33.0' (BACK TO BACK) 5.0' 0 25.0' 35.0' o y o `o 0 ¢`o LANDSCAPE BUFFER HALF RIGHT OF WAY 16.5' 16.5' ,, 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY _ `� A_ A ....... �, N CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR 924) HOURS PRIOR TO ANY CONSTRUCTION. co O 7.0' ° N ...,.,.......................... ----------- ....................... 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 1.75% 1.75% ` O - > O 2% 2% o, 9�p. o WATER ROLLED CURB 1.757. "s 'r_ cn --� o AND GUTTER ::::::: ::::::::.:::::.:.:::...... 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 14" PIT RUN 2,2„ HOT PLANT MIX ASPHALT TTE DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN 4" 3/4" CRUSHED "" - 9 00 GENERAL CONSTRUCTION NOTE N0. 1. AGGREGATE BASE IN FROM CURB OUT TO STORM z= a fEl2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM TYPICAL STREET SECTION VICTORY ROAD T HALF SECTION OPENING INLET DRAINAGE BASIN ,� DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER W MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, h' 30.0' a THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC n DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 0 Z 5.0' 10.0' 10.0' 5.0' 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS Z Ym 5.0' HS 25 RATED TOP SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 2656.65 2656.65 t 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 VARIES VARIES VARIES 2656.65 (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 2%-4% cn 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM 2" ASPHALT PAVEMENT - � � FINISHED SURFACE WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 2.Y2" ASPHALT PAVEMENT 4" 3/4" MINUS O =T 4" 3/4" MINUS 20" Rm 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER 10" PIT RUN 8" PIT RUN Z o USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE EMERGENCY ACCESS 5' WIDE PEDESTRIAN PATHWAY WITH THE PUBLIC WORKS INSPECTOR. TYPICAL SECTION TYPICAL SECTION 2654.57 \2654.48 SEWER -NTS- -NTS- INV.-IN p 2652.57 \2653.38 INV.-OUT 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA rnm 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 2650.15BOTTOM Z DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER (1 2 MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, \ v 1000 GAL, SANDIGREASE TRAP N0, 2 THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC PER ACHD BMP#1 DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 653.8 -NTS- . 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS Q CD co It 0 SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE o m WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE ". ...� .... 0 IX cM CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 265 0 (n Q a 00 (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). /NSTq TOP �� O O g6 W w U W 0 Cp YFiQ<< q O 265 ( U Z > 0 .. co 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE qA ee�Fop �S/No p �OP6 386 0� Q Q o Z Z 0 CROSSES A STORMWATER TREATMENT FACILITY I.E., SEEPAGE BEDS, DRAINAGE SWALES . R R -� - ( ) 0,�. /�0 6� SOP ' J 0 w J Q N /6, \K��\ 53 6 gERN` 2650. 0 1CL �,_`� ` BOTTOM Q' � W Z LLI PRESSURIZED IRRIGATION s �oP of p W 0 � o Z p o O wow O 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING 4•/ 2651 BOTTOM . 0 650.8 O CONSTRUCTED. �' BOTTOM 265 :8 2. INSTALL A REDUCED PRESSURE BACKFILL PREVENTION IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE 4 F TOP " Y 2651.30 BOTTOM 65 .86 Q PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) 6 .86 AND THE CITY OF MERIDIAN WATER DEPARTMENT. 1 Q 2651. 2651.30 FS a` FS ARMORED SPILL CHANNEL W 6 1.3 BOTTOM BOTTOM 4:1 „ 2650.80 DRAINAGE ~ BOTTOM 4:1 653.s6 2 .8 (nP (TP)P 1 1 BOTTOM TOP FS '�' 265 6 TEE POST OR MARKER TO �° FS INSTALL 12" SD PIPE 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED APPROVED FOR CONSTRUCTION' BY CITY OF MERIDIAN PUBLIC � 2651.0 SHOW DESIGN WS ELEVATION WORKS DEPARTMENT ON SITE AT ALL TIMES. Q OTTOM 25.4 LF ® 0.50% v, - INV.-IN=2651.05 N�: TOP OF BERM HIGH WATER �- INV.-OUT=2650.92 TOP TOP OF POND 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS "'��: 4 1 2653 86 2653.36 2653.36 2653.86 c DEPARTMENT. .� Tp 5 4 1 =2652.30 _4-., INSTALL A SINGLE 6 (TYP.) 4:1 SHGW Q 3 ` o P OF e fRM B0 •8p LAYER OF 4-6" BOTTOM OF POND > 'z 3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL , Otij COBBLE RIP RAPO BOTTOM 2650.80 Z V) f°. STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. T 6 3 6 PPROX. 4'x4' 2651.30 BOTTOM OF SAND APPROVAL IS CONTINGENT UPON INSPECTION. �\ „ g6 3 8 Op OF EE 20 CLAY LINING 2647.80 a O Z R,y a a 4. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A 650.80 ARMORED SPILL CHANNELBACKFILL W (f) ��TOP ��"��".., 6" MINUS PIT RUN TO FREE DRAINING MATERIAL. c3a MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' 1 O ^ a BOTTOM ESTIMATED GREATER THAN 7' p OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS et�� W w c DEPARTMENT. W p � FOREBAY VOLUME REQUIRED=1,708 CF co FOREBAY VOLUME SHOWN=2,886 CF `. CO POND VOLUME REQUIRED=17,452 CF POND VOLUME SHOWN=23,354 CF c STORM DRAINAGE BASIN y STORM DRAINAGE BASIN `�`�\ 265 TYPICAL CROSS SECTION PER ACHD BMP#2 ` TOP ! -NTS- m SCALE: 1"=20' ` `��.�`. .. ` Z U a13 >_co .y c CV r y N Q Z O p THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES H Z o ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: m TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT AS NOTE 2 cn OF LEAVITT & ASSOCIATES ENGINEERS, INC. d In 'I W (DO I- Z � 00 M Q . O0 A U Q11, co 20 UU) 0 J ? ax 0 � . W 5 < fW Z) b Zo QW � � � � Z Z U) FM od . � 3 It �. 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VJ V� r C I,I,I in 0 co mE— Z .joItQ _ ' — „ I � U ^^ OV coU Z0 CC _ Q >- < W � � (LZ� � oQW cc 06 Z `n � M rr_nn � V 0 � � M H Z u' M �_ M W o M > W Q � � co W U) N J — UJ Z It 0 MI � a _, Q. O 9 ° 5 o d Q�z b,,� 6 � 2 o a,', �� Mm Z W. ..(o 4.. �r-:a m G its > �r �Q�� _ °w` i" W W gyp ` E N 0q < �-6 �- __G'pp� 5 v °''R ca 2 LAC C J PROTECT EXISTING 12" PVC PIPE ESTABLISH NEW DITCH. INSTALL FLARED END SECTION o` y o o'm <o .::��'`� IN PLACE AND GROUT INTO COORDINATE W/ AND 1.0 LF 12 PVC ® 0.22%. NEW MANHOLE, FORMING A MATCH INVERT TO FLOWLINE 11 ,�,..- ADJACENT LANDOWNER IRR MH-A4 WATER-TIGHT SEAL. OF DITCH. SCALE — v t —AlR MH A3 _ .... _., ...._............_.... .... � IRR M \, p. ��.. ZV A. :�. .. R.....__................._.. y STA: 6+3$.03 \ STAB ,. -f'fl0�00 HORIZONTAL o a vv _. vv�y vvv:u r — ; - - - - — —— �� �.. 0 20 80 11 IRR IRR IRS IRR I .y } Rk _ >� 10 40 120 o C� C9 a, RRR.... 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UW � 0 I— Z J � M Q — 0 � U I ^ � oN U N Z .j d X C/) � Q � fA > WLL > z o QW � � r_nn cc � ViZ 0 � � M CO M ZIll O W WM > Q � � W MN ...I � w it z N0 MI MF r- a O O ^- 0 C at �o o W'w 0 v, , O w >• !_ 2 A w a a O)R a0.+ L 0 fa ` C ow D O 0 Q O SCALE N HORIZONTAL 0 20 80 N 10 40 120 > O VERTICAL Z ................ 0 2 8 W _..........................._.......... .............�.._..... � O L. Z E O `it HORIZONTAL: 1 " 40' Z ch e;.. J �. • p O 0 ����,���, �; � �����: VERTICAL 1 4 � O 4RR MH-B4 � 0)co IRRIR 5+ > ++0 �� �`�� 4 00 `� ._..... � ........... �u. 9� IRR....,MH Z IRR MH-B5 B2 ` STA: 4+48.761. t ���� p � . STA: �+�3 4 �. .a a OVER EXCAVATE, BACKFILL AND I COMPACT EXISTING DITCH W ` ti00 �p.? �m STRUCTURAL FILL PER 3 0' INSTALL FI RRED END.;tSECTIQN o -;; GEOTECHNICAL REPORT. 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N N_....._................ ........................... tL ..�....r., > �, *CONTRACTOR TO FIELD VERIFY w w w �= HORIZONTAL & VERTICAL N 04 W w� IRRIGATION :LINE B LOCATION AND NOTIFY ENGINEER IF N a Ln �n N N (0 DIFFERENT PRIOR TO CONSTRUCTION. o o z 0 0 Ln v) r� 0 r7 r7 N N N N 0 6 p LO Ln Ln (0 (0 (00 (00 (0 (00 (0 (0 THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES O Z > N N N N N N N N o ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1 _40, C 9 5+00 4+00 3+00 2+00 OF LEAVITT & ASSOCIATES ENGINEERS, INC. J THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ' ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT W U W c TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT LL J OF LEAVITT & ASSOCIATES ENGINEERS, INC, r Z M Q _ 0 *CONTRACTOR TO FIELD VERIFY U (� V N HORIZONTAL & VERTICAL O .,.� aQ. Q LOCATION AND NOTIFY ENGINEER IF Q W a DIFFERENT PRIOR TO CONSTRUCTION. 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MCI . .� . 2 / POSTMASTER AND OWNER. : ; ��. i �:. y'., :...:� . . ....... c :: 5 .::...:... ,.; 7 EXISTING SIGNS TO BE REMOVED AND DISPOSED OF _ . > ` ` g+3 Y �. �34 .. OFFSITE. STA 2+00 00 EX IRR BOX 1 s O � F U Q CL 8 REMOVE APPROX. 18.0 SQFT. OF ASPHALT PAVEMENT IRR BOX ?" w w ��� AND DISPOSE OF OFFSITE. . 4+5.52 - STA STA. 2 40 48 �iRR ?X C " EX lRR MH 1 z 5 A 5+19 25 Yy STAR . O `> 9 EXISTING FENCE TO BE RELOCATED COORDINATE0. FENCE TYPE AND LOCATION LANDSCAPE PLANS. 0 E C a. 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