Loading...
CC - Construction Drawings O W W GODDARD C TOWNHOUS SUBDIVISION I— Z -i 0 0 RE—SUBDIVISION OF LOT 2 BLOCK 1, GODDARD CREEK SUBDIVISION, Q (�� — Q QD (� Uqcc C� o N TAN, RJE, SEC. 26, ADA COUNTY, MERIDIAN, IDAHO O � W � �WUj ME 31 M Ill 0 LL IN 0 IN CT LOCATION CD Lo \W e< OX VICINITY MAP � v SCALE: 1"=500' °f W \ v oa eoa, A ai N ,............. ............; IDS LN .. .............,. .....,, .tea. .��.vv��������vv������m��vvvvv�vAV�����v�vvv�����A�a��������v vQVA����„�.,.�����e•����..,,, ���':;i is"v W SELWAY RAP s:+rwr..., rl �llll.� v ���v� vv��'. �yyylll����yyy�A��llly vvvvv ��� ` ;a� A r ...,.,,,._._.... n�""_'.` �lY ll�l� yrw��iiliS11y"ll�ll lrllllll�w�Nl �llllll vim`' vvv� � `���;...,.,................................... 1 •� \ \\\\\llllllll\lllYtil Willy"r`irwyryy`r"niii�\\\\yyyy\\\\�yyy�\�\ � v LINETYPES: SYMBOLS: ••ZCL m O \ EXISTING CURB & GUTTER I EXISTING SANITARY SEWER MANHOLE99 c 28 ................. Q CONSTRUCT CURB & GUTTER Oi INSTALL SANITARY SEWER MANHOLE O O 3 ............................... S \\ 06 •�� EXISTING SANITARY SEWER \, _ EXISTING GRAVITY IRRIGATION � ti O ....................... O 27 W Z E G L`- INSTALL SANITARY ALL GRAVITY IRRIGATION ARY SEWER MAIN INSTALL,. 42 G QS ............................................................................................................... z v� z W Uj ocnS INSTALL SEWER SERVICE EXISTING VALVE 3 w .. ...... � EXISTING STORM DRAIN ® INSTALL WATER VALVE W 31 41 .................................................................................... ^ Z a Q v, O z CL J 26 [ D INSTALL STORM DRAIN MAIN N INSTALL IRRIGATION VALVE Z Uj ............................... v EXISTING WATER MAIN IXISTING WATER METER % ® \\ N c Wui J \> W 3 W INSTALL WATER MAIN ® ': INSTALL WATER METER = Q 32 40 W 0 0 _ Y /T : APPROXIMATE JOINT TRENCH EXISTING BLOW OFF VALVE J w . ....-------......................: EXISTING PRESSURE IRRI. INSTALL BLOW-OFF VALVE o O 3 I PI jINSTALL PRESSURE IRRI. MAIN EXISTING FIRE HYDRANT W cm Q33 43 _. _.................................................................................................................... Q EXISTING GRAVITY IRRIGATION INSTALL FIRE HYDRANT Z c` J W O N <' IRR INSTALL GRA -•— VITY IRRI. MAIN STORM WATER FLOW y 0 UV © LOT LINE �3 INSTALL STREET LIGHT PER CITY STD o z5 20 80 .......... .......... ........... ' 3 34 38 0 10 40 120 BOUNDARY/PHASE LINE EXISTING IRRIGATION PUMP-OUT cm H SCALE: » = 40' - - CENTER LINE ® INSTALL IRRIGATION PUMP-OUT o 37 I 23 EASEMENT LINE EXISTING CATCH BASIN INLET Z 7 0 0 O 35 EXISTING CONTOUR CONSTRUCT CATCH BASIN INLET — CA 255 0 FINISH GRADE CONTOUR ®` CONSTRUCT PEDESTIAN RAMP G 00 N \._. Lo o EXISTING EDGE OF PAVEMENT 1 P TEST HOLE W PERCOLATION TEST Z �.. 0 # co o �.: _ .4L d' 'a 36 S o O Cfl ..a W O coM x �..... IXISTING OVE ST HOLE co 2 RHEAD POWER TE w ET W \ SHE co ..�.. : __�:_� ..������ .�... INDEXco 0 U O o O '` � �„= I EXISTING FIBER OPTICS --r INSTALL STOP SIGN J Z N S W POND ST NE LN (PRIVATE) S z _ > Q = ,,.. COVER SHEET, SITE MAP, VICINITY MAP, LEGEND, AND SHEET INDEX 1 EXISTING TELEPHONE INSTALL`STREET`SIGN ?� Q p i!3 Q co 22 I ... — Q9 NOTES AND DETAILS 2 ........ .............................�................................................................................................ � o w Cl) N G EXISTING GAS LINE ®® INSTALL 2 PARTY MAILBOX ~ z Z Q ..� \,\ V r i & LU W W O S STORMTECH CHAMBER NOTES AND DETAILS 2.1 INSTALL UNDERGROUND POWER \ EXISTING TREE W Z .................... .,��. _ O O \.................................................. `TOP OF BANK N WHITE CAP LN, N SELWAY FALLS LN, AND W POND STONE LN PLAN AND PROFILE 3 EXISTING UTILITY POLE v Z 2 BENCHMARK 12 0. IRON PIN TOP \ �. ��������--��������-----���� v - OF SLOPE y.. EXISTING UTILITY POLE W GUY WIRE SEWER LINE A PLAN AND PROFILE 4 ....................................................... G EL. 2563.21 .......... FI 5 EXISTING ELECTRICAL BOX Cl TOE OF SLOPE NAVD 88 DATUM 15 ''�' G 19 SEWER LINE B PLAN AND PROFILE _..................................................:,.........................................,........................_.................,....... O EDGE OF RO ER AD i EXISTING TELEPHONE BOX ... 17 16 6 ..,....,.......,...,....,,,,:... .>.. � WATER PLAN ...:,... .......................... .............................................................................................................................. 21 C? EG EDGE OF GRAVEL o C.O. INSTALL CLEAN OUT PRESSURE IRRIGATION PLAN 7 ....................._.............................................................................._..._...___-_________,....�..........__._. SC ; SAW CUT LINE : GRADING PLAN 8 SWALE FLOW LINE BRG ; BEARING MJ MECHANICAL JOINT LU . ...... ...................................... r^g ............ 9 LINE OVERHEAD POWER � W S � ............... ,.. ,. .. .5... ._o .. . �,\\ " . opp.� OPPOSITE Jo0. CLR CLEAR J Z � ........................................ _......................, c.� L) a Z ....................................,,.,...,..::QRIGz,;,nRlllls�MRRh„�,,,,i.,,.�.�.�:a�rrY.... Q .?� kk � a m .., ........................,.....,.....,,,,,,.................................................. ..........,....... RR:;; ,..arrwb...., :,: .. . ......_�.,,,........................:::::................................................................................ ��,.,,�:...�.,` EG EDGE OF GRAVEL R PROPERTY LINE W � � � fL � O ,,,,,,,,,,, ,,,,, \ >�. W W Q a. — : EL ELEVATION PC POINT OF CURVE a Z 0. LL . >. >.. ..:.. :...................................... W McMILLAN RD .... F- O U EP EDGE OF PAVEMENT PCC POINT OF CONCURRENT CURVE W W o \.. o fA V3 0 \\\\\ W � W ] W o FLOOR PRESSURE IRRIGATION � ,, \ \\ FF FINISHED PI o d c �,. ,...... \ \ : ... .... ...:... ... 0 ...:,.. E POINT OF REVERSE CURVE W . . ,....... ......................., FG Ll Eno FINISHED GRAD PRC o ; tie err _............ us FL FLOW LINE PT POINT OF TANGENT LU ..............: 800-342-1585 ,.........................................,.................... ...,........:,.......,........................................................... co FS FINISHED SURFACE S SANITARY SEWER 0 i♦ ME I MATCH EXISTING SO STORM DRAIN } EAK STATION m GB GRADE BR STA.I co ............................... ®. aaaz -a SITE MAP \ �+ IRR i GRAVITY IRRIGATION TBC TOP BACK CURB e- N e- 0 SCALE: 1"=40' INV. INVERT TEL I TELEPHONE `UTILITY ® N O o0 Q coo REE M N N o Z RT RIGHT TYP. TYPICAL O O O O O O ...LT........;,...LEFT.................................................�.......;,....WATER................................. .......... e- O Z THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT I BEGIN VERTICAL END VERTICAL SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT BVCS CURVE„STATION EVCS`z CURVE„STATION OF LEAVITT & ASSOCIATES ENGINEERS, INC. BVCE ; BEGIN VERTICAL EVCE END VERTICAL 1 =40 H RVE A U ELEVATION r 0 co GENEE& wV � o LL M 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC r Z ; co 6 WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), 0 d 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 U C7 0 N STANDARDS OR SPECIFICATIONS. O LU pp J j,. aQ 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR �p� �A Q rw Uj 2 L, READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT 33.0' R r_ c 1//�J� , Q COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS VJ Z O RESOLVED. W t0 2.0' 5.0' 24.0' (BACK TO BACK) 2 0' IN FROM \ Z 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. CATCH �S � � co 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO 12.0 12.0 �� BASIN NO. 4 0 START OF WORK. IN FROM ( M CATCH M 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. BASIN NO. 2 Z w O NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. I I I I > W tM0 1.75% 2% 29; �.. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY Ly �- Q co NOT OPEN OR CLOSE WATER VALVES. W rn N ROLLED I I CHAMBER BED i I CHAMBER BED J .. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT STAMPED CONCRETE -2YZ" ASPHALT CURB 99 - W THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS COORDINATE COLOR PAVEMENT NO. 1 NO. 2 z INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRICTION NOTE NO. 1. AND PATTERN W/ 4" $'4" MINUS GUTTER - )�o AND M 0 OWNERa8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR 10" PIT RUNPIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. TYPICAL STREET SECTION 0 0 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS PER GEOTECHNICAL REPORT-NTS- DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE CD 6 O RESPONSIBILITY OF PERFORMING THE WORK IN A ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED J c �Lo CONSTRUCTION PLANS. 30.0 Z o ' "p 2 20.0' o `3 % 10. ANY DEVIATION FORM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR > �``' 2 e TO CONSTRUCTION. LIDS GRATES TO BE FLUSH WITH LIDS GRATES TO BE FLUSH WITH S S.�Q Q' 5.0' 10.0' 10.0' 5.0' / / ;A �`Z' E5.5 w w FINISHED SURFACE HS 25 RATED TOP FINISHED SURFACE HS 25 RATED TOP O NP 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND ELECTRICAL PERMIT FROM 2563.82 2563.82 2563.59 2563.56 9 a THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE a APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. m p g f- g _ 2562.82 2562.56 r m c ow oow a'E ROADWAY _ 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY RIBBON CURB r' SEE DETAIL N CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. THIS SHEET �" ASPHALT 20" 20" c � PAVEMENT C4 �' N 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. 4" 3/4" MINUS ' O 10" PIT RUN 2560.74 2560.65 2560.40 2560.48 2560.39 2560.14 c WATER TYPICAL SHARED DRIVEWAY SECTION INV.-IN 2558.74 INV.-OUT INV.-IN 2558.48 INV.-OUT c 0 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC -NTS- j ap DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN p GENERAL CONSTRUCTION NOTE NO. 1. E G 2556.32 2556.06 z 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM '� CL BOTTOM BOTTOM e DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 28 0 1000 GAL, SAND/GREASE TRAP NO. 1 1000 GAL, SANDf GREASE TRAP N0, 2 0 MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, PER ISPWC SD-624 PER ISPWC SD-624 a THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 5.0' 5.0 10.0' -NTS- -NTS- � DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Q Z 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS sm SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE r WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE 1.75% ;.; CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS -- VARIEScn .......... ................ ;:,.;.. ILd (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 ROLLED 2ki" ASPHALT PAVEMENT (OR MATCH t a CURB EXISTING, WHICHEVER IS GREATER) ry WATER TREATMENT FACILITY (LE. SEEPAGE BEDS, DRAINAGE SWALES). AND 4" -Y4" MINUS (OR MATCH EXISTING, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER GUTTER WHICHEVER IS GREATER) Z 10" PIT RUN (OR MATCH EXISTING, I J USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WHICHEVER IS GREATER WITH THE PUBLIC WORKS INSPECTOR. ) W SELWAY RAPIDS LN SECTION SEWER -NTS- C ~ INSTALL 120 SC-160LP STORMTECH it mm 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA I = CHAMBERS. SEE DETAILS SHEET 2.1. �, 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 3:1 TYP. c 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM z Z DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER O MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 777 CJ7 THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC INSTALL 1X- WASHED DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). DRAIN ROCK r0 o SAND AND GREASE co r ~ 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS r TRAP N0. 1 =cn N SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE INSTALL ASTM C-33 SAND W O O ti WATER SERVICE TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL INFILTRATION WINDOW C,/3 _ M BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER = Q a ~ coco SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 6.0' co O O JO V Z O N _ - w � _ 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE O ?s. Q LU Q co CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). C:) 0 w (n N INFILTRAT10N SWALE DETAIL NTS O Y Z Q LU PRESSURIZED IRRIGATION LU LU O a Z LU Vow O 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING ` U CONSTRUCTED. Z a ' INSTgEL MANIFOLD SYSTEM ! Q 2. INSTALL A REDUCED PRESSURE BACKFILL PREVEN11ON IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE k?ER:'MANUFACTURER'S PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) ,`SPECIFICATIONS p AND THE CITY OF MERIDIAN WATER DEPARTMENT. CO DRAINAGE 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC STORMTECH CHAMBER BEDN0. 1 WORKS DEPARTMENT ON SITE AT ALL TIMES. SCALE: 1 "=10' W } 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS W DEPARTMENT. LLJ v SAND....AND GREASE g TRAP N0. 2............ ..........._.._... Z Z � ................................................................. 3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL "` .............................. W W Q STORM WATER FACILITIES PRIOR TO THEPLACEMENT OF z LAC FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. � v APPROVAL IS CONTINGENT UPON INSPECTION. INSTALL 102 SC-1 STORMTECH _._._.............................................................................................................. W 0. O v CHAMBERS. SEE DETAILS SHEET 2.1. W W H W Q C" 0 4. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A � C" z IL V) v , F _.. I- O U v MINIMUM 0 3 . CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3 - .._........ oFEE !A U. N OF SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED E APPROVED BY THE PUBLIC W W U W c� FACILITY SHALL B WORKS _. � DEPARTMENT. � .__._...... ............................. - Ip WC � 1 0 W W 3 ASPHALT PAVEMENT v a o I STALL N MANIFOLD YSTEM PER MANUFACTURER S' SPECIFICATIONS a ..; .......­­­­ J aaaaz v �4 MINUS CRUSHED GRAVEL RIBBON CURB PIT RUN N N N N N W -NTS- o N Q O) N O 00I- v \ c� N d' M M N N O O O 0. 0. 0 \_ W POND STONE LN (PRIVATE) / eo N M _ THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z o - - - - - - - - _ ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: m STORMTECH CHAMBER BED N0. 2 TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT AS NOTED 2 - `" SCALE: 1"=10' OF LEAVITT & ASSOCIATES ENGINEERS, INC. � O WU L � O O M O SC-160LP STORMTECH CHAMBER SPECIFICATIONS INSPECTION & MAINTENANCE I- Z ; co 0 m V Q � 1. CHAMBERS SHALL BE STORMTECH SC-160LP. STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT CD A. INSPECTION PORTS (IF PRESENT) /1 0 O 2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED O j IL A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON Co♦^ � U. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD MAINTENANCE LOG SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT Z O COLLECTION CHAMBERS". LEVELS (OPTIONAL) VJ A.5. IF SEDIMENT IS AT, OR ABOVE, 3" PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. Q W 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH B. ALL ISOLATOR PLUS ROWS V 3: n NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS F- M INSPECTION. B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE c4 '0 i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE P 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE ENTRY co N M INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE Z M THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) B.3. IF SEDIMENT IS AT, OR ABOVE, 3" PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. _ W M LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS O PRESENCES. " Q rn A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45 OR MORE IS � C PREFERRED 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS ui to B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN Ir DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR J STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION C. VACUUM STRUCTURE SUMP AS REQUIRED ly Z CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. N 0 AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT M d (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: m • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, NOTES �\���� o��� . CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL g' ® Y, • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT ® e _- OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 1.5❑. BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. I,O o p' io 12 l • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ��„\ ., o ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS O j ,�4, ` w` NECESSARY. a SHALL BE GREATER THAN OR EQUAL TO 400 LBS/IN/IN. AND b) TO RESIST �Q Q' CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES Es (ABOVE 73' F / 23' C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. bd N V a �ad 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE m m g m ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER ACCEPTABLE FILL MATERIALS: STORMTECH SC-160LP CHAMBER SYSTEMS o coo J MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL 13EFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT C4 N • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS c ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE FINAL FII I•• FILL MATERIAL FOR LAYER 'D' STARTS FROM LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 D THE TOP OF THE 'C' LAYER TO THE BOTTOM OF ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. m C OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT PIPE. ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. it c • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE THE 'D' LAYER. USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE W U) O 75-YEAR MODULUS USED FOR DESIGN. O BEGIN COMPACTIONS AFTER 12" OF MATERIAL OVER ,J co AASHTO M145' THE CHAMBERS IS REACHED. COMPACT ADDITIONAL m 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED INme1 FII FILL MATERIAL FOR LAYER 'C' STARTS FROM GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% A-1, A-2-4, A-3 LAYERS IN 6" MAX LIFTS TO A MIN. 95% PROCTOR Q O MANUFACTURING FACILITY. C " FINES OR PROCESSED AGGREGATE. E 0 THE TOP OF THE EMBEDMENT STONE ( B LAYER) TO 14 OR DENSITY FOR WELL GRADED MATERIAL AND 95% � �ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT AASHTO M43' RELATIVE DENSITY FOR PROCESSED AGGREGATE Z� in MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT c BIDDING AND INSTALLATION OF THE SC-160LP SYSTEM SUBBASE MAY BE A PART OF THE 'C' LAYER. LIEU OF THIS LAYER. 78, 8, 89, 9, 10 TO EXCEED 12,000 lbs. DYNAMIC FORCE NOT TO .= W 1. STORMTECH SC-160LP CHAMBERS SHALL NOT BE INSTALLED UNTIL THE EXCEED 20,000 Ibs. U 0. MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING BEMBEDMENT STONE; FILL SURROUNDING THE CHAMBERS CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' NO COMPACTION REQUIRED. T Q Z WITH THE INSTALLERS. FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' 3, 357, 4, 467, 5, 56, 57 i 2. STORMTECH SC-160LP CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE LAYER ABOVE. Z Ym "STORMTECH SC-160LP CONSTRUCTION GUIDE". FOUNDATION STONE, FILL BELOW CHAMBERS FROM THE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT 3. FOUNDATION STONE AND EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A W Q c A SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE 3, 357, 4, 467, 5, 56, 57 SURFACE?.3 coCLEAN, CRUSHED, ANGULAR STONE; AASHTO M43 #3,357, 4, 467, 5, 56, OR 57. W J 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING PLEASE NOTE: N C CHAMBERS. 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 a 5. THE DEPTH OF FOUNDATION STONE SHALL BE DETERMINED BASED ON THE SUBGRADE (AASHTO M43) STONE". �m BEARING CAPACITY PROVIDED BY THE SITE DESIGN ENGINEER. 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. O 0m 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR Z o 6. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES CONCERNING CHAMBER SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. FOUNDATION DESIGN AND SUBGRADE BEARING CAPACITIES TO THE SITE DESIGN 4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' ENGINEER. AT THE SITE DESIGN ENGINEER'S DISCRETION. J G 7. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. ADS GEOSYNTHETICS 601T NON—WOVEN GEOTEXTILE PAVEMENT ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN cm 8. CHAMBERS SHALL BE INSTALLED "TOE TO TOE". NO ADDITIONAL SPACING BETWEEN m LAYERS A & B m ROWS IS REQUIRED. NX c 9. STORMTECH RECOMMENDS 3 BACKFILL METHODS: PERIMETER STONE \\ C • STONESHOOTER LOCATED OFF THE CHAMBER BED. (SEE NOTE 4) C) BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION \\ \ °' STONE OR SUBGRADE `\ EXCAVATION WALL B • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR ' ` iv p (CAN BE SLOPED EXCAVATOR. ::::::::: \ . Z co COP OR VERTICAL) _.... \\ 10. . ADS RECOMMENDS THE USE OF FLEXSTORM CATCH IT INSERTS DURING € ` : Q C♦, CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER " `............ ? ' Uj MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. 12" Go = Q a W co MIN. WIDTH 12" SC-160LP NO SPACING 25" 12" CD p (� 0 CO NOTES FOR CONSTRUCTION EQUIPMENT CONCRETE COLLAR NOT REQUIRED MIN. END CAP SUBGRADE SOILS REQUIRED MIN. _ _ w Z = ^ CONCRETE COLLAR FOR UNPAVED APPLICATIONS (SEE NOTE 3) BETWEEN *THIS CROSS SECTION DETAIL Z Z w Q d C 1. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-160LP CHAMBERS IS LIMITED: CHAMBERS REPRESENTS MINIMUM REQUIREMENTS Q 8 NYLOPLAST INSPECTION PORT O — CV • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. FOR INSTALLATION. SEE THE LAYOUT p w � ..� • NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED PAVEMENT BODY (PART #2708AG41PKIT) OR SHEET(S) FOR PROJECT SPECIFIC Y z Z UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE TRAFFIC RATED BOX Wf SOLID REQUIREMENTS. 3 0 W "STORMTECH SC-160LP CONSTRUCTION GUIDE". LOCKING COVER W O U r 0- Z o �• WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE p 4" SDR-35"STORMTECH SC-106LP CONSTRUCTION GUIDE". NOTES: o Z 2. FULL 36" OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR M w 4" INSERTA TEE 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER ��'"`°�"`'��`�''�°��' •;:,:��'��`°"�<..�` TO BE CENTERED Q g DUMP TRUCK TRAVEL OR DUMPING. z COLLECTION CHAMBERS".°n Y ' ,.'` ON CORRUGATION CREST 3. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION 2. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, STANDARD PRACTICE FOR p REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE INSTANTANEOUS (<1 MIN.) z Z AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1 WEEK) AASHTO DESIGN TRUCK. `a 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH STORMTECH CHAMBER ° ° OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. w 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. j \\\\ \\ \\\ \ \\\ w J 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: v0 TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. w w Q NOTE: • ch TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 1.5". Q w 0 w O Z INSPECTION PORTS MAY BE CONNECTED THROUGH • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 Z U U U a O Z ANY CHAMBER CORRUGATION CREST. F' Q a c� SHALL BE GREATER THAN OR EQUAL TO 400 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE w Ix � w C^L Q Q 1.� s 4" PVC INSPECTION PORT DETAIL 73' F / 23' C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. w Ow. Z Ow.. cc 2 (/) o (SC SERIES CHAMBER) SC-160LP CROSS SECTION DETAIL co w v w 0 0 LU 0 NTS NTS W � w � W w � c 0 W a LLI � o Q w o � — o w 00 rl 0 0 I _I J J J a � �14SrSlST a Q aaCaCaz0° p �Storml�ch INSTRUCTIONS, _-- ' N N N N N o FOR STORMTECH o w v O N O f� DOWNLOAD THE INSTALLATION APP 4 M M (� N 0 0 O O O O O o THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES M N o Z Ln 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 NOTED 2.1 OF LEAVITT & ASSOCIATES ENGINEERS, INC. , \ THIS NT IS THE F LEAVITT TES 0) _. ENGINDE�RSMENC AND THE DES GNYAOND DEAS WITHIN NSAREIANOT 10 It _" c _..::-:::::w::::::::.:: _.._. ,,,._ TO BE CONSENT M O D IN WHOLE OR PART WITHOUT W SELWAY RAPIDS LN _....:- _ __..a.. 6 �Ico A __....._ ._.... . :::::::::: ....: OF LEAVITT & ASSOCIATES ENGINEERS INC. , , SAI�ICUT ANII REMOVE 353.7 L1 O}I�g ��._,...........: : :::::::::1=11::.:::.: .:::::..... �. TBC _,,,,_ 2563.4 FS EP` ME o AND 'DISPOSE OF OFFSITE _..............__.,,. .........._................__..__...................._.....___. „ ............_...._........._... It "Ill \115 O 9+52.26 ? ME LN Q ME 0 14 EP V o m. z ....;..�. ME..................... ft ::.,... „ TVC EP C7 0 N �- -� ::: �'.._.. ::: EP....M .. _.. I'll EP ME ME EP ME TBC EP ME 18 - ':: ti », •.. 2563.82 FL 0 _ 2 00 1 S �"�F �' O J �• a Q . 16_,. `� - / u. 1. ✓ \. 2563.91 FL C Q FS 25G2. W o G3.�G TBC FL 11 FL . IS 29 to 2563.96 FL 19 TBC TBC 256 .!I] IRC / V. - 28 TBC TBC U _ Z I 9+50.40 FL FL 0 I- M 2564.46 1 e ; � O N11 FS 30 TBC O 2+21.13 15 1 . FL L ,n o1. 2564.03 FL Q I ^o} 9+37.39 3 2+2 .50 f Lr v y m U I 21I. 2+28.00 I 411 TB2 7 r Z LU H M w w 42 2 - oo .:� m 9+11.40 � W W H q I. 2+65.30 Q O IC5 W 9+02.09 o Z 21 v 2+63.30 I 21 � SCALE J W a HORIZONTAL E Z 31 41 ... PEDESTRIAN RAMP NO, 1 -� o J 26 0 10 20 30 60 M It = TYPE "C3" DETAIL to 3+05.302564.67 90 a SCALE: 1"=10' i 8+72.40 I Q 3 U VERTICAL ® 8+60.0 8+64.09 2564.05 TO 0 2 6 � W SELWAY RAPIDS LN io Q 3+01.30 1 3 s �e� o�.� ' 3 32 40 " 3 IR % Y " _ ��c � �o � `� M a w :::] 11 w HORIZONTAL. 1 - 30 < z . U. , m I z 25 VERTICAL: 1" = 3' g �6;� .�I �`` _ '�� °w N N 2564.27 FL 8+33.40 Z I U �-- S� �q. � ' m M o N 3+50.3 `>' d P� = O 2564.46 ° w N 2564.25 FL 5 0 $+26 os 3+3s.3o ' o STREET KEYNOTES -a M ` _ °� Fs s++oo 33 39 43 �� m> 2564.21 FS O 4" YELLOW OR WHITE PARKING STRIPE, TYP. °'0 :r 0.01 O0 0o'vD'i Qo J I 21 3+77 30 I11 2 02 INSTALL TYPE IV CATCH BASIN NO. 1 W/ 7+94.4 12 SUMP PER ISPWC SD-604A. < FS - GRATE EL=2563.47 at N (Qj 24.Q 2 24 `t; INV.-OUT=2560.80 0 Irl © 7+88.09 � w- 2 30 INSTALL TYPE IV CATCH BASIN NO. 2 W/ 0 N _ 2 �3.0 34 38 I 12" SUMP PER ISPWC SD-604A. - GRATE EL=2563.47 Z ° 2563.9 0 11 4 00 4+10.30 INV. C Z 7+50.09 W 7+55.40 ® INSTALL TYPE IV CATCH BASIN NO. 3 W/ 6% 23 _ 12" SUMP PER ISPWC SD-604A. Z '�.j J s C O I 37 4+40.30 PC O GRATE EL-2563.07 ZU. O 7+25.09 PT STORMTECH CHAMBER 4+40.30 PC I INV.-OUT=2560.58 .J W PEDESTRIAN RAMP N0. 2 7+25. 9 PT 5 35 BED N0. 2. SEE 3 5 INSTALL TYPE N CATCH BASIN N0. 4 W O ° TYPE C4 DETAIL 7+01. 8 DETAIL SHEET 2. 2 +�4�__"............- \,, / Q " / Z " � 8 g 2564.33 TBC 4+54.87 ..... = � 12 SUMP PER ISPWC SD-604A. SCALE: 1 =10 ,_ r TBC 7 5+80.19 1 p, GRATE EL 2563.07 Q J O cr i .._ _ INV.-IN/OUT=2560.53 -aj 2593.45-� 0 35.0' R TBC :_. ..... ___. ;, R R ti...,. ...; U _. R 10 e 01THAtf :::::..::.::::: : 7+18. 4 0 Z :' : 0 _. 0 6 INSTALL 1000 GALLON SAND AND GREASE TRAP .. .; Q 1 <..._ . 4 �.__............ NO 1 SEE DETAIL SHEET 2 ofl 3 6 ...........:._........,....,,._.1:......___..._......_.... o -,. o ;.......t..._ _. ...__....._,...........:....... .... _. _ I _. I....___ v: d 1. t. i Cl.. .._.... ....:.... O ° D GREASE TRAP _. fir__ __................ _.......a...... � ;_:::::'= 7 INSTALL 1000 GALLON SAND AN s ....._,._.....1._:.......`.. 1.............. :.........,,.: Q V _.. 6' .._...........__......__._..___ N0. 2. SEE DETAIL SHEET 2. 2563: :::::- 7+01.86 �� r` �� 0 4+73.34 _111- T Z Q sx� TBC W POND STONE LN (PRIVATE) TBc s _.____ EP ® CONSTRUCT 12" SD PIPE 20.0 LF 0.22%. i Q O Z 3: 3: J �° lg�4S _ 0 1 o x962 0.72% 9 CONSTRUCT 12" SD PIPE 23.6 LF ® 0.22%. Q a I 2563.26 FL Ep.,. ° o -1 0 Q w 21 4+79.70 I a- o '6.81% 21 0.40% 0.40% 22 10 CONSTRUCT 12" SD PIPE 5.0 LF ® 0.22%. Z � 30 .J 3m O9 EP o° EP % W 0. M 6+77.85 11 CONSTRUCT 36.0 SEE DETAIL SHEET 2 INFILTRATION SWALE. to ° 15 Ep 6+82.65 6+07. 9 +10.1 EP EP EP V' 2563.15 FL 5+ 4. 9 5+31 9 1© CONSTRUCT 46.0 LF INFILTRATION SWALE. Z J I 6+44. 8 PC EP SEE DETAIL SHEET 2. O 1 CONSTRUCT 75.0 LF INFILTRATION SWALE. PEDESTRIAN RAMP N0. 3 DETAIL EP 12 Ep 5+69.69 5+2 • © ym SCALE: 1"=1 O' SEE DETAIL SHEET 2. EP 14 CONSTRUCT CURB OPENING INLET ° Q PER ISPWC SD-626. Z 2562.69 FL 10 P CD I 15 FL=2562.57. O o 14 19 2562.88 FL 1 8 20 15 CONSTRUCT CURB DRAIN PER ISPWC SD-715. 2562.92 o o o " " 1 6 17 16 CONSTRUCT PEDESTRIAN RAMP N0. 1 TYPE m Z 2562.92 FL 21 SC EEPER ISPWC SD-712C. SEE DETAIL THIS T. = Z �LLA N J E W O .. 0a m ~ J 1 1 P 1© CONSTRUCT PEDESTRIAN RAMP N0. 2 TYPE = Q LU O M I EP C4 PER ISPWC SD-712C. SEE DETAIL THIS 0 O V W O 00 ' 1 . \1 EP SHEET. _ - w = Z = N Q MQ � 2563.16 FL ? Z Q I 18 CONSTRUCT PEDESTRIAN RAMP NO. 3 PER Z w )_ ISPWC SD-712G SEE DETAIL THIS SHEET Q 0 O __ ; O p LL � 04 J 19 CONSTRUCT PEDESTRIAN RAMP N0. 4 PER ., `. Z Z w 13....._..__...,.._......_.;,__.._._........_........................_ _ Y co Q W L........................ l"ll ..<... .. \: ISPWC SD 712G. SEE DETAIL THIS SHEET. W O O a Z _��.._ w V O S Z �. WHITE CROSS O ' , 0 WALK LINES PER MUTCD _..................._...__.........,......................... .......... �..� .�� _ STALL "NO PARKING" SIGN PER MUTCD 0 PEDESTRIAN RAMP N0. 4 DETAIL IN a ,: .....z �.�'; SCALE. 1 10 .......... _..._. ti_ �,.... _...._........._._ F ._.................... _...... W McMILLAN RD �..__._ -:. ._...._....__. _: ......................................_.........,....,,..,....A.k 0 a: ...................................................... ..... z Z I `� J CUB U W ........................._............._.........c.�.......................................;......................_._.._..................._._.._....__.. . . . ;................................................._._..................... ... . .. U - .... ........................._.................................._........_....._.............._.. .. U......_.........._.........__._......._...............:... _..._......_._......................................................:...................................................................................................._.....__...1......... . . .......................................:.... Co (1 ............_..._._.._....._......................................._................._..._...._..._.._.._........._.........................................._..................... LL_ CD 0 U �'' n U Ua_ I O r W ��c� coo0 0_ � U �;° rnr7 U �` Nd EOM W I- H Q +, L� O Li- � N O p �' 2568 > CO rn r� C° ° ``� J o 2568 g Z Z > s _ Q rn� O O r` ao cp C° °° �. °° +LI N co w O cp W W 0 ......................._.........._.............._........._............... a - - ...... �........_...._......... _.. ._..__. ......................_....._............_.... .._......_........._........._......._............._...................._. ..........._._...................... ao a r�_................................._......._......__..._..._..,..._........__.._._..... . ...__...._..__..........._............__......_._,.......__......_................_.N c�.................._..._........................................_._.._..._......_..._._......................... 0., + Z to m r7 O u7 �d r'7, + Z J U J Y J�j + tf) n Lf) to N + Ln Ln cfl _.. N N ?�N N fl. O Z d NOS 00N + (D 0(D ' coN LnN +�� � N H 4' U + Ln � N +� € � N W Q O -0 �rn N I�N I _0 ............_.._._.........._...................................................................................................__.._.._........................_..._....................€.........._._.,..,_._.__............................._................_...................'........................._..._...._....._........._......._................................................_.........................................._.............._,...................L. .. __. ...__....._..._.__... __.._.._.........,............ ....._.............._..___.....__,,,_..._,.__,__,,..,._.,.----_.......__. ........_._._..._................................................,...,..._...._._... 0. Z G. � Fx � ........ .._.... .... _................................ _...... �.... .,............. _...._............_.........._........... O -0 FINISHED GRADE W U W o W W a� � � � � � � � � : � z � � � � / i � � W W > > O _ 2564 0.40% 2564 w a w 3: 1..............................__......._........._..._..._,...._........................._....................................._...._ _......................................._.........._..........,....,....._.............................................._..._._....._... ., .............................. ............................... ......_..._._.,..__....._...._.-,_...R...... _..._................_........................................ O _ .... OQ O_ a 0:#fT ,... - - e-�fl�`-- - - -- - _ to 071 s '0.40% ° -0. Ill - L O o - - 6 1% d 81 Q _ - ������� _ � _ _ _ o EXISTING GROUND W 0 :._.....,_.___..._....._...................................................................€...._.........._...............__.._.................._................................a..........................,..._._.............._.........................._.W...................._............._................_._........._.............._...................._....,......._.......,._..._,_,,.__..........................._...................._. _.._.,.....__.................. _.,.,.,,,,..,... ............._......... 0 .... .... .... 0 0 oI m ziw a ` 2560 2560 ? J J J J Q. } c a..............................._......_........,. _..._................._....... O O O O '� a� ................__..............._..._......._....._._.._.._._.__ ........._..._..._........................__................ . ._..._.........._........._,.,.... ......_........_................._......._.__......._..__...................... _......_._.._...._.............. . c, _...�................... . ... aaaaz °° U �� z_= r c° F-;0 N N N N N N- � � � � W N SELWAY FALLS LN (PRIMATE) X;z W POND STONE LN (PRIVATE) N WHITE C4P LN (PRIVATE) a� N o 00 f- o w; O N e- T- Q 0 Z Lo O O � N r- rM LO O 00 - � N N N O O O O O O rn 00 00 00 N d- M N cfl O co Ln f- r7 n 0 N ri N r� ri r6 r7 4 r7 r7 r7 4 rM 4 4 4 tt M N O C L co co co co O co co co c° c° co (.0 (.0 co co �co Z Ln Ln Lo Lo 0 � L Lo Ln Ln Ln Ln Ln Ln Ln 8 N N N N N N N N N N N N N N N N SCALE: Sheet Number: co �"=30' 3 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 � ' C O S.C. 7+64.37 ! THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ' s. p� �' C° a S.L. 114.4' R ENGINEERS, i 0 o T W � N `✓ € EI. 2558.39 N TO BE USEDN N WHO E OR PART W THOUT WR TTEN CONSENOT OF M ,;,,,,,,,,,,,, : , L M N N NV 255 LEAVITT & ASSOCIATES ENGINEERS, INC. r Z °� rn �'� d o . ... rn oo co „_._.... , CO € M a0 ' I , - : r` CV Q ..,, p O M o M ;r` r` O 9- .�- + + 'n + * � 0 o o M N U QO rnNN =o, NN oN� + �� OO O \� � � � �_ tUJ °° �� � + 0 �, a X �� ..y.. ,,,. - U J- C� J I �� Q I..- ,vi vi Ui 'vi vi w Z ♦ SSC0 2 48 Q S 7+ 3 < v '� I INV= 2 S� 67.2 R7 W ,)� �w �� Z 255l0 CD N W V3 E.L`�25 7.28 Q U SKEW` s.7• $GALE U> > o o o HORIZONTAL W OC r• v Q �. 0 co 20 60 :. ;, .. SSCO- „ V n s €' V=255717 v :' V� U) S 10 30 90 s I - r� S N v: j a (n a� 0 - - - 9 - to ;,o, vERncAL I- (� �' ° M +., ,` �,.,, � s 1. Q. 0 2 6 ..,.,.. 6 1 , H • S.C. 7+42.37 >,, 1 3 9 W WHITS CAP Lam,"., RRIVAT �\ S.L. 42.8' R \ N O,,..,,..�..., `�� , „..................._ _, `� U7 � A �..., ........ `���� y E.I. 2556.77 A �� N r .. 5' ...... SKEW 112. to Q L. 1 ao ..... HORIZONTA 30 ,� N r O \ �:� W I - W N VERTICAL. 1 �= 3 °'' rn rn rn �� 4.15 0 Ji �. S.C. 7+3 ....... J ?J e lf? ,., O) M J lL �.,. h R , ,: " S.L. 40.0 Z rn O ap co O m N O r` 00 O � � Kj :�_._.,.,,.,..... + o'n + ,n o r; o3..................:.: .I. 2556.67 p0 d 0 rn �n o + o + o'n N rn rn ao 0 cV ==EC \ c� cv cV o� o,n M I (nNW � � V _J- UJ- V + t - - to W fn (n W ' (n (n W (i� W to in W J 2 < c i i �� U J � ' - j N a0 ,",.,.,.,..,,._..................................................................................... �? O 0 •� o : � + C� �� SEWER LINE A< _ �;�� m �. r` �,� ' .C. 6+85.65 ,, ., �e �, . - ,� - E '; I ., ,• SSMH A1� -y ,,, S.L. 40.0 R :� Z -� o ' ; : € ' �� � E.I. 2556.48 STA. 2♦ 0 ....,., �k• 2 i „,. pp i i .._ O- Z +0 y o P Y ...., ; d . ; I M :................._..... S.C. 6+57.65 _,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,;,,;,,,.....__,,,..,.,..._.,............,.,..,.,.,_,,,,.,.i �, m y i i € € ? :�,: o . �- -.0 cis . _ - - :€ - .I. 2556.37 - «m a g J z 16 SL 400 R O �� a � ,,,... r \ 10.5' N � � c r y S.C. 6+18.15 �, O N , . S.L. 40.0' R 22.3' ` > o O O tC) m rry E.I. 2556.21 c O r7 O o ►� o O ♦ p O ilY'1•.,....,,..,,C�.,., W O + �`_ '�t I MH-e6 ao ....., .._ J .cp r� 'A:,,:,��83:78... , e 0 ,,..;,; i..d� _ ,,, O `: S.C. `+75.76 J Z S. 3.1 R `� a L o W O _. >=:1: 2555.80 W �. SKEW 62. ... ., n �J 3 *,. W (n a ... ....... SSMH-A4 ...,; .,..,..,,. cn Q. _.. ., (/) s---- „ . o S STA: 5+34 44 s ._ z - - {n 1�� SSMH-A3 � � mm N _ 0 5+04.61 W SEL A STA: „ Y FAf~LS L (PRIVATE € m ;, 07 0 W „..., ,,,,, „ ; \, p a i ;\ \\ N wZ S+OO CO O ,4f00 a �' :I:_' � ., :,` ==o\ ...S' A:: 3+99.58 J SEWER LINE B _N. ,.,...,.,, 3m SEE SHEET 5 " . oo o cV "� co -il o-, in J o *CONTRACTOR TO FlELD VERIFY ,,,. �� o� HORIZONTAL & VERTICAL a M n ,,,,,,,,,,,,,,,, \. ...,,,. OM'.tCriV... M O ���•• � °° � '� �� LOCATION AND NOTIFY ENGINEER IF � + c3 - N DIFFERENT PRIOR TO CONSTRUCTION. 0 0 0 0 �w (� to (n W to (I)W r ,y C E i E O i r i 7i ...., C i �� �� i i i / / � FINISHED ;GRADE m r N 2564 �„ .-- - 2564 u� Z Q tt� ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, O Imo• • w O • • _.... , : , - a a I- go M EXISTING GROUND Z Z > Ix Q ............................... ....._,,..,,,,..„.,,.....,.,..,.,.,.,..,,.,.............,,,....._,,,. ,.,.,,,.,....,,.,,,..,,,,,,,,,..,._,.,,,..,,,,,,,,,,.,,,,,,,.,,,,,.,,...... W s i " wA�it O a � � � N N � " 2560 0 �" P� S 2560 W W o O a W ry QQ� 8. 0 0 w'q MPN U Q = CONSTRUCT 8" PVC SE N R Z �/�� o '�1/ N A li 'gym CONSTRUCT 8 PVC SEWER , .................................................................. .,...,,,,.,,,...,,,...,,.,,..,. I P ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, AIN,.,,21,.4,,., .Q. € ,,,,, _ ... .0.4(,�X,,,,,,,,,,,,,,,, ,,,,,, .......I...... .........,..... . ,,,,,. .F I •aC N ",.., „ J4AIN..._29�9.,.. .,,,�.,. ,.gp96,,,,,,,,,,,,,�..,.. IY57RUCT 8";PVC SEyyE ONSTRUCT 8 PVC;SEWER CO y 9_, $ a ..., NSTRL'rCT 8 PVC...SEWE ,".' MAIN 198.5 R ? ? MAIN 27.7 LF m 0.40X MAIN 19.4 LF O 0.40X `"` CONNECT TO 'a Q 0.60X INTERCEPT AID 2556 CONSTRUCT 8" PVC SEWER EXISTING 8" $EWER STUB z N N 29 8 LF 0 40X 2556 ON MAI STRUCT 8 PV „ . C :.,, i O MAIN 172.E LF 0 0.�•OX I CONSTRUCT 8" PVC SEWER o MAIN 105.0 LF O 0.4pX CONSTRUCT 8" PV w c� - N C SE1ER - ................................................................................... .....,.......,.....................................................,...........,.....,......_........................................................ .. t..... ..-___. .. _............................._,........,...._,............. ��//.�� .... ...... .. . ........ ..•. ,.,.,. .,,A,,,.,,,,.,.,,,,,... ,,,........ .. .... ....... ... ..,...........,..........................................,............. .•.,..•••........ ,. ♦ Yy ........................................„...,............,,,,,,.,.,,..,..,,.,,.,.,,.,,.",.,,,...........,..,,.:......................,......,.......,...,..... .... ...,.,..,..........,.,.,..,.... ........,.,.,..,.....,.,..,,.....,..,,..,.,.,......, ,,..,,....... ...... STA. 8+05.39 CONST. ,,� :AI#....1. ..8.... w ;^N RIM:: 2563.74 N N _ 6 .0�4t) . . , •• € M • fn M M, O IY J • INV.` INN 2555.71 �n o STA: 5+83.76 CONST. w a 2552 + INV. OUT{S): 2555.61 � N to RIM: 2563.63 o 0 i " N o 2552 Z Z > O c� w w ,n,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, :........................... .. ... ..... .,........... - - ,,,,,,,,,,,,,,„_,,,,,,,,,,,,,.,,.,.. ,.,.,... �,...- r.,_,� Y 1 :N p tNV:.....tN{Ej'.,.2554:5 d•:�'. ,n_,,..,,..,, coi„,°Q..,.. Z U a d •R n INV. OU { ) 25 .42 '� ''� ao U U - .. .� o U O N O U -Z +to w � TNW : 54 N,N NN o � M � W Q a _ i W H W v Z H N G! W - t'7 - 'a N so a z o. I N Z tV O ��pp O ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, I s •� •IA i i i - v W W - :. W .. Z d• ..W,.,�..,, d,N .OG... .,,CtT,,, `! U LL CO CO .: O € € �-'z Z Z Z + ♦Ov~ "hv~ •Mir W O N N O W N I N Z°Z O V3 � 2548 - - a • - - I N z 14 z 8 +0v 'fin'. v U, 10 N 2548 O W a W O O � ............................................... i € i H�> > > .. .. I NZ v INNN !� .. .� .. O y�Z;Z Z N�Z Z iM> JL v�- 5 Q O - - - .. S _ OZ Z �> > ( NZ 2 �Z W Fv- !� Z Z ♦IAvv > 0 0 �� NZ Z wZ Z W ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,s......,...,...,,....,.....,,,,,,,,..,....,,..,,,,.,,,,,,,..,,,,,.,.,.......,........,..,.,..,.....,...,.,,.,,,,,,,,,,,.,,,,,,,,.,,,..,,.,....,.,....,,,,,,._,,,,,,<,.,,,,,..,,,,,,,,.,.,,,...,,.....,......,.......,..,,..,,..,....,,,,,,,,,,,,,,,,,,;,,..,,,,,.,,,.,.,.,..,.,,.,,,,.,...........,.........,,,.,,.,,,..,.,..,,,.......,i,........,..........,..........,,.....,,..,,...-,......,.,......,......,,.....,.,,..,.....,.,,.._,....,..,,,,..,,,....,...,............,...,,,,,,,,,,,..,,....,_tl--- ,.,.,,--ll l.,.,,...,.,....,.,.... ,..,,,,,,,,,,.,.,,,,.,,,.,.,,,,,,,,,,,,,.,,,-,,.,,.,,,,,-,............., ,,,,,,,,,.,,,,,.,..,.,,...,,,.,,,,,.,,,,,,,...,,,..,,.,,,,,,,,,,.,.. .....,,.,.,._......,,...._..,,,,,.....,, ,.,....,,....,..,,.....,.,.,,.. .......,,........, ,,.,.,...,,,.,..,.......,...,.,...,,,, ao �. o ,.., ,,y.,y,,,y,,, € FeZZZ o *i t/� Z€w 2544 �� 2544 J _! J J a } ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, O O , ........................ O O U �o CL a a a z Z,z as €� N N N N N w �- s- xi? 0 C� O 000 r H o w;� SEWER: LINE A O N r r- r- Q � N � d' �'�} cD r) O N to•00 � O Z co r) �t C 3 03 c� O p L0 K) r- r- Lo N I- O r\ � O O O O O a0 � 0 r`) 4 rj 4 ri r7 r7 4 r7 r) M P6 Ki 4 � � M N � O Z CD co co c0 co c0 co cD cD cD CD to w > N � Ln � N 04 N N N N In N N N N SCALE: Sheet Number: p N N N N N N N N N N N N �,1=30' 4 y 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 W o wU Ta " o + ..'.-I............... . �yyy, �1hYl\ \\\���ylllll vlw» J 1 1. .--%'----''-.-..--."11,1'I1,-"71"-17,-'"-l-,"I".'I.--.'\�l.l".l-.1-,1lll-'' 111- "' � iiil ii➢ii �... M ,. O ,,,,,,,,,,,,,,,,,,,,,,,,,,,, __,....,..,..,.,,,.,,,,,,,,_,.,,,,.,.., , ,,,,,,,,,,,,,,,,,,,,,, ,,,.,......,,,,,,.,,,,.,,,.,._,,.,..,. ,,,,,,,_,,,,,,,,,.,,,,,.,,,,,,,,,,...........\. Q �,y;,,.a ,,,:\;,,,,,,,,,,,,,,,,,,,,,,,,,,, ..., .. ,. �. . yA\, ..���• �► V Q 00 `� ,,,.,, o a.... _. ,. . - ,`��: 29 ������� �, .o,,,,,,.,,.. 28 0 _J z Qx SSM -B2 Q �" Q IMI STA: 4+39.33 O S.C. 4+31.33 I ,,^^ �i V! S.L. 30.0 L IS ? ,.,...,"ll S 30 S c0 0 E.I. 2557.12 1<, :�;. 5. I 27 ' V ti 4+2 33 S.L. 23.Q' R Q) I � o � E I 255f.�95 42 00 S.C. 4+09.52 It ............................. :........... S.L. 30.0' L1111-11-�'lllll �. () I N M O E.I. 255 .99.............. S.C. 4+03.52 _ S.L. 23.0' R � z ' +.,; ,..,___„___.___E,1....,2556.82 iI M 31 41 ___,_,,.,...,_„_____,_, �' W � I 26 Q H o � � z � 1"�--i-t��"�..........�"'-- � 1 1 1 1 1 �, w � N „ Ir .. rL S.C. 3+66.52 , ; I "' Z J LU O4 S.L. 30.0' L ,„_ 0.S C 3+6 52 I a 0 E.I. 2566.74 I I 0� m It- $9 y 's S.L. 23 R 0. E 556 56 w �\ :2 32 40 z,,,,,,,,,,,,,,,,, • • o ..,..... , z,., ........-................ ,,,_.,._,,,,,,._,.,,., �� I SCALE �� o��d 25 � w I HORIZONTAL ®' ® - 3 S.C. 3+�5.52 : • ; ' c+s E WI'llO S.L. 30.i�r,,,,L,,,,,,,,,,,,,,,,,, 0 20 60 �, ® 2, �,., N E.I. 2556.49 <' i I I € \\.\,,,,,,,,,,,,,,,,,,,`,..,,, 10 3Q 9Q [� .............. S. 3+17.52 fA 33 43 _. o ,��, ? W Q\ I 1=.1. 2556.30 O ��.�� .``�� 39 VERTICAL .E � I . : _,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,__.,....,.,,,,,__,_.,.,........... J ; , r ad G 1 3 9 -s cis + - ' 24 - m� m .0 ..,,_,,. w © s.c. 2+ .1.� ..................I HO RIZONTAL: 1" 30' �_ � `� �"' O p O O N a p S.L. 30.0' L 2+ 52 VERTICAL: 1 " = 3' <,,,, E.I. 2556.22 _,w,.0> 75. 34 O 38 S.L. 23.0 R N N 0' E I 2556 04 r4. C e- 11 s ..- ........-- , . :C. 2+54A3 to11 . - 11 11 S.L. 30.0'.,,.� S.C. 2+48.03 23 37 L., o 0 %E.I. 255€s.06�� c S.L. 23.0' R O 1 555 88 2 35 W „............. ,s� � 000 C ,,,,,,,,,,,,,,,,, SIH-B� % S t ,�� �J ...........................„ i �111-1111111 ,.C,,,,,.., +.v_.j Q ;. STA.- 2+29.03 LL. _ � 2' Z 3 S.L. 31.4 L � � "', i ; . „„ , ,, \ . o E.I. 2555.80 \ S ': 36 . ,: Z A< SKEW 72 1 . 5*64. 5 1. 5 I ��' ' ,x� ,I Ll , \\�y": o \ W POND `STONE €LN PR DATE) a I'll \ , � ,III I� ' k S ,,,,,,,,,,,,,,,,,, J Z 1. , \ ' ", -, ., / I" '� \\\ � . � " � � I I "-- o...11 ,. 2 2+97 , , . . , %" ��'�-\'I I"�'� ". ,, :�-- "I - ,-� " ",---...............-.....- �� S s s ) M a �m ?.........-------1�........... •v` ,\\. Fes` S ,,, ,,,,,,,,,,,,,,,,,,,,,,,,_,,,,_,.,...,,.,. ,,.,,,,,.,,,,, Y , ,� , ", � ", � ,�/ .� - z� z 0 J v �wvvy ` , - ----�, 22 0 S .... ...... ,., , A ,I O9 _......... .....,,,_„ Z�� „ 'llI J ,. „ 1..: „ 1, S J .,,,,,,_,,,,,,,,,,,,,,,,,,, 0. a a6. 12 w SEWER LIFE A z m w SEE SHEET 4 � � o 10 w w 15 19 mm i w 14 0 18 20 m 16 17 0 o o 0 co - QCD lqt ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, o ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,..,,.,,.,.,.,,,,.,,,,,.,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,.,.,,.,.,,,,,..,.,,,.,,,,,,,,,,.,,,,,,,,,,,,,,,,.,,.,,,,,,,,,,,,,,,_,,,.,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,.,,,,,..,,,,,,,,,,,,,,,,,,,,,,,, ,, w O u� _ _ M = Q (L O M W ap _ 113- w � Z = N Z Z .-. W oa °Ix � � � N FINISHED GRACE Y Z Q W 2564 W W o 0 CO 2564 IL ,,,.,__,,,,,....,,, e- � '� UO2 -•-- --- - �v.• Z 2 EXISTING ROUND DC a ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,-.....-.. „,,,,,,,,,,,, ,,, O 2560 .7 2560 C7 F O W �r,., , - I MAIN 29.0 0 0.40X LF W W z z > CON57UCT 8" PVC SEWER 2556 € W o W 2556 M o AI ; I I 09G,,,. Y m U U o. o Z L w w Ir w a a O U W H W W a a N z Ui SS - 1 N W V W W rn o to Ill STA: 2+29.03 CONST. o 0: w 0 2552 p - a - N W W RIM• 2563 39 N Cn M d' 2552 , co ,,,,,,,,,,,,,,,,,, vV.,,,.IN(N},,,...255as„,,..,., ,�. Q o 3 ''�� INV. OUT(SE): 2554.46 W) Lo N U - 2co IM ca E- 0 I Np NN W .. o ;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_,,,,,,,,,,,,,,,,,_,,,,.,,,,.,,,,,,,,,,,,,,,....,,.,,,,.,.,,,,,,,,,,,,,.,,.,,,,,,,,...,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„> C Z,.,,.,,,,_,,,,,,,,,,,,,,,,,,,,,,,, N vv co � WE 0 z€w ( Z Z I €o 0 €Q 2548 J J 2548 (rift J J a Y i i E - .,,,,,,,,,,,,,,,,,,,,_..._......_,..,,.,.,.,.,,,,,,,,,,..,,.,,.,,,,.,..,I ,. ..... .,.., ,,,.,..,.,,..,.,,.,.,...,,,,.........,..,i....,,......,.,.,, o 0 0 7 O ,,,,..,_..,..._...,.,,,__.,...._.............................................,,,__...,,,_.,.,.,,...,.,,,.,.,,.,....,......,,..,.,...,,,,.,,,,,,,,,.....,(�,C 7.......,_....,,,,,,..,,,......,,,....,.,.,..,.,,.,,,,.,,,..,,.,....,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,..,...,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,.,,,.,,_,..,,,.,..,.,.;.......,..,_..........,.,.,.,,,..,,,_,.,..,.,,.,. �►i� m c io a 0- a a z w a SIN N N N N N W x€? O O 00 e- Q 0 w� SEWER LINE B ON � e- T- d' M M N N o Z O r- rn � � O O O O O kwCIA � O � (D ° (D ,co � o THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES z > N N N N N N ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: m TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT it q +�� J+�� 2 +(�0 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 1 =30 5 od rto lq 0 W O Z .J co M 0 Q `° S _ qT UOD ow * ° N O OC ``' CoW wift , Q � UW I�— t Z ° A�Av.", .; � Q V Z n i0Up:C—c:=p 9-t�,z.3�I-d 9I'S�.. v ", 1.--�,'l.1,,1't�.1-..�1�,I�l".-"I.�11...-­_,1��­.�,.1.,-'1.1,I I��...l,1-"---.,1l.',_��1'-l_.1,.-l.l�'.,1"'�'1..­­1."l-1I..-­l./1­1_-.­"-'...".1-'.',1".��'._1.­-.11'1­_'I�1 I,.I.1.1 1.1.-1_I0�-v I.�,.':ll,1"1-.1RI'1."'I.1'".­.l.�"11`1_l1..­-1_I,1.��l�I 11,l_..�__"�1 11_::,"�_1".1"-...-,�11"1I�.::I.1I1..,_i.'l11'"­'-1//.:I'.,..1_-Il.1,I"1,,:\1',.1,-1,�..._,,l-11:"1­,1:):�.,'.1",_I\­:1111"-:l_'...1I".1t"__.111­:1."�:�1,',cl)_1.11,,.t,��-''1"','"-E­l.�71,-1..11l1_l-"_I1�I'_1\1'.­.l11:_I-l—v­11...,�11�K.."",,\"_71.."..._'.11,\"�"t..,"'I'..­.'M'''.�1I,w..,1l",I,"1tzI,"�,,1 I..,H�.�..I�i,z�_11,. ,,1,�,�I�."zz�t,�t�tI I1)tz:*.""_tzt��_t,""t�ztt"z'"t,l11­,1Itzz\�'tI.\lti zt,zz t,I�i I.,,i,,­itii'1'i­,1t"z\'"tI�t.i"I"l,""�t-"I l"",.I_t�'zziI""�tt iI�z,-,'i,,�,tI.It,zk k z�tt.\,.zzIz Yt�tt'tz i�,1,�zt''itIt.�_t.'z,t,�t i�ztI��1�z-�,_,�i t'I,i'I��Izt 1_'�"1,,,,\,"\,.1__,'�.�1�_I....I\'.'-'I�",''.-."_�l-\,I-".l"�11.:11""/I11\�1.x,I-',-I,l'A'1 '-.\ji i',!��1ww\,l"1ii�,1,�ii,I'I,,iil�'����i ",,,'1",111['t�I�t,iI.1i1��i�, <1IL\14�i��i 4�'i'"�,1 t"t"'��.�I"1 1�.z�t,"i�It'i'",,"ll I l�t -I,1.....1...-'/._.."...'\"...i,..,..__..�...,%"..(\tI"1._.."'.­.'"..�"1-­_-.......,.,�..1' ® Z z o z �, �,. HQT,,,,T�,.,,E�(��TJN�.,,&..,�1NA ,.; t�., ,,,,, � 0 w _v.,:..y v .v,_y,., " w ! „ . 'y _ k1 .,, t� :~:_ �)R13il kT ::: ;;j ,,,,,,,,,,,,,,,,,,,,,,;;;;;;; ':`::.....,,,,,..._....... M �, CITY OF MERIDIAN 48 HOURS „ ..... 16 w o ,,�,. :,1 3 PRIOR TO CONSTRUCTION. W ���..., ,,,,,,,,,,,,,_V^ ::::::,. •...,, >,,,:...v..A��, ..VA��"'y„�"o'-is, A,aAa\a:. .a:.:oy�AVA �•.- V`' iti ii11 yylii\.yiiyr. w��.yAAVVV\..:: :;v�vvvv�v.,,,.�vv��v��v�...�., v ;,,,,, v: ��iL 1N�ii �,,,Zi. ..r .� AA A . ,�A�,�a;.�..avv,``a ,.,.v..V V�A:......�� A3� aa A A A. v ..:.,,„ .,. 3 M �� �. .....\ \.o.AAa.AAAA vAA. AVAAAAAv v, .�•AAA vvvv vvvyvpvvvvvvvvvvvvvvyvvvvvvvvvvvvc,, , i i S .� ,. �"--w �----� "".yyyy,•„• VVA00AAVAAAAAAAAAAAAAAA'aA�wA \\ye°,.o\a\e?\::Ss::::Sa� :y�rsavvv::.St::.� 3 O vv o ,y „ vim:;.,, „ _.......... ..... ��,,,% O ��y _. 1� �.v I N `a �\ 1 is H vv A \, „ s: y�v.v — vv. soo \� J WATER MAIN 222.0 L y, - ,_.,_•,,,,,,,,,•,........,,s.; i �,..,,, „ y� ..,,, ;. 29 vv O , vv W , �� ! : „ gI,,,,, w r 3 ,", ...,,., ��y „ ., 30 I " R m ............. 27 , < , , ��� f �.� 42 „ �� 0 d� O ��" I\ o 0_ T f 2 �, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,.,...,.,,,,,,,,.,,,,,,,,,.,,..,,..,,,,,,.,,,,,,,,,,,,,, mj co f m W g � "1:: z � O - O ®� �� w 1� I � LEA.,;,, .� " , , . ; ` 31 41 gip, 8 _.,,,.< mm _52 ro ,,,,,,,,,,,,, J , , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „. < , _..................... 4 ., , , . 3 I o �o O 3 ! „ 32 L�1 O 40 W ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, N , , O , , , , ,,,,,,,,,,,,,,,,,,,,,,,,,, c O5 :::: „ o o ::: 43 ,,,,,,,,,,,,,,,,,,,,,,,, ao p N 3 3 ao CONSTRUCT 8 C-900 a 0 20 60 E O .,•WAT.Ek3....MAIN,,,,23,8e3....LF,,,,,,,,,,,,,,,,,, ' 10 90 30 , , CONSTRUCT 8" C 900 : ; SAE 1 — 30 ,,,,,,,,,,,,,,,,,,,,,_ . CAL � Q o f4.0' _ WAS+�,,, ,.,,2as:a,,,��.,..,,,,,. 6 ,. i .o' 24 A a 0 € ! �-- INSTALL 8"x4" TAPPING TEE, 4" LANDSCAPE B 40 METER PER CITY OF MERIDIAN STANDARD 3 ....., 3H � � I `� DRAWING W5 FOR CROSS CONNECTION TO WATER KEYNOTES � 0�, , R ( ) ,,,,,.,,,,, PRESSURE IRRIGATION. CONNECTION REQUIRES Ym STALL 11 25 ELL A REDUCED PRESSURE BACKFLOW PREVENTS O1 N MJ g 1 ` APPROVED BY THE STATE OF IDAHO. n „ „ NSTALL 22.5 ELL ( )I I Q 7 3 NSTALL 45 ELL J O 37 23 30 I (MJ) ` ' I ® INSTALL 90' ELL (MJ} a 1 35 : : „_, " NSTALL 11.25' ELL MJ `m ::: 5 ( ) 3 w w .\ ,.. ,,,,,, O — — ,,,, ,,,, ,., \,,, ,,, ,,, C NSTR C C 90 ...0 U T 8 0 \\\ CONSTRUCT 8 C �00 :::. AND 22.5' ELL MJ ( ) ..... o „AVER.. , ,.. I��iAIN 23:H....�F,,. WATER 19.5 ` • ' \ MAIN LF,,,, .,.,,,,:,< ,... :.'.\:".t,I 1>:.­11.l,"-,1.,1'11:.1�11l."1.12"__:"_1..­,1 11l::"'1..Il 111- 1. AL 8 TEE MJ \ ,:,, .. :�. ''._(1."l,"ll-.1."ll,9�-.Il�\Iz�w'� 6 NST L W „ I.,'�/.,"'t11'..'."�/,11"'�.1-�.\1\ ItzzI ,,,,, �' "` " 2-8 GATE VALVES ,,,,, ' , . .\,,,,, 9 � ` _.. ...\\ '\ J \\ \, \.O .. ,,. "_ "\ ,\„ '\ \: _?" 36 R \,.\ 0 �. O ,, C ONSTRUCT 8 C 90 �,. „ ATER MAIN 5.6 LF mm _ :' • .,, °:::, W c �.,. „ m W POND STONE> LM (PRIVA ) \�I..... R 0 ,,,,,,,,,,,,,,,,,<,.,.,,,,,,, . _ \: c • 8 CONSTRUCT 8 C 90 II tz 2 \` ............. \ WATER MAIN 9.6 LF :: 111 1,11 ..,p,_, „ ,,.,,, CONSTRUCT 8 07 in 1 CONSTRUCT 8 C-900 \ \\ w \ _ C WATER MAIN 47.o LF O CONSTRUCT 8 C-900 WATER MAIN 49.7 f ;` \ \ -I v 2 WATER MAIN 14.2 LF ,.. — W W; 2 — N :i is ,,,�.,.., ., ,,,, .,y,..• ,,,,,,. , g O 2 ,.,,,, 10 CONSTRUCT 8 C 900 2 \ O ,,.,, G \ ATER MAIN 18.2 LF W 2II�i6 m ti 0 0 ;3 w N w LA tz 111 N o 11 INSTALL 8 x8 x6 TEE MJ Z .r ( ) C/� a d' O os`5 � w C70 P-i 6 GATE VALVE MJ W O O ti ao tiz "lItzI.\._lt�-l�,��"'�,,J.5 p,I-.''-'"1,Il 1 ll"�-'.''11l.'.1,.'I.'_1­l�1,l.'­,1�".1,.,.1.1..I"1.".\1-.1..1. 11. I. zIl ll ( ) M v R v� cc is F 6 C-900 AND DIAN CONSTRUCT 8" C-900 O 0 O 9.9 L w ' a N FIRE HYDRANT PER MERI a0 0 00 WATER MAIN 144.3 LF ; 1 2 " z , STANDARD DRAWING W8. Z _ w Z Z N O „ o_ tz _ 1© SEE SEWER NOTE 1 SHEET 2 Q c (� Q C 10 00 9 15 11' 1© INSTALL 8" TEE (MJ) W/ O 0 z Z ~S` N' 1,, ,,.,, ' O v% O 1-8 GATE VALVE 14 oa O I ` 20 - 0 U :, , O w ° T- a Z \ \ 1 8 � 14 CONSTRUCT 8" C 90 � � O 2 O .€ O WATER MAIN 8.0 LF U) 16 17 U r' Q = - ,,, 0 0 0. 4 Z ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;:,.,,,,;: ' 21 15 CONSTRUCT 8" C 90 CC ,,,,,,,,,,,,,,, , WATER MAIN 6.7 LF Q ;; , € im 1 1 1; _,_ ;,,;,,,,,,,;;,,;,,;,,,,,, ' *REMOVE TEMPORARY BLOW-�OFF 16 CONSTRUCT 8" C-900 G I € < WATER MAIN 9.3 LF 's : : IF PRESENT AND ,INSTALL"A iwIRE t�YDRANT�pER MERIDIAN \ \ \ O ,: , ,,,,,,,,,,,,,, ,,,, ,,,,._,,,,__ 1 IN ELL MJ W ,. STANDARD DRAINING W8 STALL _.: ` „__ 1 8" GATE ,,, ,, ,,,,,,,,, .,,.,,,.... ,,.__ - VALVE 0' , ' '., 13 : , — ,,.,,,v y w , vvv ,...,..... ... \ , W �,,,�._ J :��,,, v ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,......,,. F- !- ..v, �,,,�.,,��.`�":::,,�,...,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, W fr .y: W W O y`av������D ,,,,,,,,,,,,,,,,,,,,,,,,,,,,, — J :> Q Z ,,,,,,", : >.:................... , J iY d ,.,.. ,-" .................. ", c:,: i m . , U U a L :,. .,.,. . V ,,,,,,,,,,,,,,,,,,,,,,``,,.,,,,,....., , W (- W f „,, ,, ::.. m :;;_ ,,.,... O a HOT TAP'. ISTiNG 12" WATER MAIN !� U t1j C W W 0 ...„,,,,,,,,,,,,,,,,,,,,,, ,.� W/,,.,.1.P"x$".,.TAP#IVG:;:TE1<.,,AND,,.$",,,,,.,,.._............._,,..,,,...,.... <:, ,� W W W C ` .._.............................GAZE. VAI_VE,,,_CQQ ,.,<.., ;,,......,.,,.,,,.,,.,,,,,,,.,,..,..,,,,,, O O. _..................... M31,2.1�lAT ,."i tf' W/;..,, .,,..,,....,.. \::,:_ ;.,, W W ,,.,,,,_.,, CITY OF MERIDIAN 48 HOURS .,,,,,., 0 3 a W U' 2 Lt 9 F PRIOR TO CONSTRUCTION. w - o ^ 0W o N WV W co Q U 0: o O Ir� 0 a cn- m C C C C } m aa0. az00 U *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL N N N N N W V LOCATION AND NOTIFY ENGINEER IF rn � o ao r t- 0 DIFFERENT PRIOR TO CONSTRUCTION. 4 m M N N C w o 0 0 0 0 z �' THIS [DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES � co N � o z > c ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: m TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1go=30 G w OF LEAVITT & ASSOCIATES ENGINEERS, INC. 6 V' o LLW M0 r Z .J co M i 0 It = d' Uoc CD UU) ° N z J � ax � � Q >- (L < U) W > > z ..-�\.,I-I.II-"�.�---....,-,z�­-�..�,.,-..._,,-I.--.,..'.".--�/--.-,."-.,.,",�,-",-.\l-.�, 1�-�III",_,,I��,I�1-,_\,��,i,\ & y. �--�-.1"1--11 1,-.111-�-l11 11-.1."1-�-11-1--..1-111.--1I1 11--11.-.'1-1--1'--.l1--111.l"1--.-"11.,1111.-1.-"l111111—.-,.\1-1111111,.-"1.-l11-1-1.-1"1.�l�l.-1�11.-jl',.-�l.�-1.-.,-I-1.�l I.1..1.1.'-1.'l.l.1"11..l.11.11�l.'�.\--..-l-,..l..-1l.l.-.,I-1.,il...1�.1'1i.....1.-1Il--.�.,�....-l.--1..l,.."..-1.."l-...-,.I-..1l".....-1.--."l"�--...-1..l...5.--l..,.....--1'.,..,....-�.-...,11".--1,..-1.-1-....11-..I1.1�.\.,..1 1'1.1.-...11-1-l1-�....-.1l 1"-1",...l..11 1..-.-,-,.-11"1-...I-,.1,1-,�,.-,�l-11.I1-..,-l11-.'1'.---"1,,11.l11-�-�-"-11l1 1-.I-'�11 1"1.I.:I-11-".1..-�-11 1--1....,1l,1...-..���--��l�:-l.�.1.1-..'�l,2.-1..1..-.Il�.1-...11.'.l.l 1-...-.1-.l�-�.l-,,�'I...I.1.":��l-.1-�..--.1.�.�l.'"1,.1.1...,l.�l-�,..1�'-11.l..l.,l-.,,.,�..1 1.�-�..l.�.�.-.,11.1.-.'.�-�!�.--.1�1-.I..�l..-"1.--�,..�.l�z�,��I�-",.,-1zl-.�.,-1�zII"1I,1 1-1-...,",--11111���,"..1,-��1"1 I-..,�1.-.�1--..-..��1.,�.I�lz,"."1..,-I1�.I1I..1.,1,.-1.-..11".'1',.,.,"-.'1..11-..�.-"l-1l.,.1.'-.1.1-1."I."-1.,.1..11 1I.I."1,_".:1.--'-1-.,."1..11..�-l-",.-../1,.1-"..l11-,\1I.._...1\1."1-,-�.'..-1..1.1.1.1.-1�--1.."11."I1.,1..1.I--1.1..l-.�1'-.I1..1..---....�,l..1.1...-..-..-,-l..1..1....1-1.,,1.",..�.11.1.1..-1�-.,I1�.1...1-.1.1--�.l�-1 I.1.--.1..­."1-�-11,.1�1.1.1..�.1-,1.1.-11.1.1..-1�1I11.�.11­,1..-..-.'1-.�1.�.1..I..1".-.-,-1 1.1.,.1-'�.-.1.1.l'.1-1-.1­�.l."-.1-.',"'-.1.1 l�-"l--..l1_-.1l--':�.,-,.�11.,11,-I,.-1I1��.-,1�-1�-_�1­,..�,-11.l-.'1'1-..4.1l.l.1l-11l1.,.­"-..,U-I,,��-."�1-1ii`,1I1.l11..i 1-..��1-'.--1-1l.1,��1"11.1i--lII,,.�-1IIII-1l l�11.,� ­1. -1..-I1�.--"1-\1�-.1".�l-1p1\.-11..1-."I 1--',1 I1--.1.-.,"1:zz1-J1-'-����...1z�-�,,.,I,�,1 1,,��.l��zl,IIlI�-�.�I,.-.11-�I�1�--..fl�.��tzz�z��1�1�z�z�1��,"z 1,I--i�,\-,�1 1.'-�.--'"1-..\�-1��zzz�1--z1.1,-,,11�..�1,-�-..i��.�ii��-UI1,11�-.,��,1��11.-1�--1 1--z�II��-..1.z�zl1�.11I��- .".----.I.,..,�-.".�-.1'...l�,..,-1.1.��-,.1..---.1�.��.-/.--I\�1.1.-1..�1.1 1'.',-..I�,1.1-�'-�-..��11�1.I1'-..--,,.,�,---1.�.1-�-1--I1.---",.-.1�-1-.-,I1.-,.`"1--1.."--,\"1,-I1i---..11.�""1.1.--.1�-.111111.".�I-1�,11q1.,--1-..11-"1,,1.-11-,-.11,-1.�,--",1.--1-."�-;-.I--1..11�:,"...-11:-�..'."'..-`-..11'-"-,.."�--11,..1�-l\"-.I"l-"l.."..X,\-1 l."1/l.,-.1.1-,11�-.l1l Il...,1-�l:1:..,1.,11-:-,I-..".�"..�..1,""1.,1�2.:...---.,1:-�1.,.,.,i,..11,..1,-1.-."1I�.�-.."I11-�..,11".1.-i�.1"-,..1�.1\11-."-I',..."l1'111"1.1,I....",�..�1.-114:.-I,\.-�.lI.11..�1-".1/I L".I'\."-�,-1,�..,1,11,.1�i".1 i,-.\1�,-1��,,.�,.-.'I,1.,�1,.1,,1 zz-,1.1l,,.,._.,.\\1��-1'1 II,,-.l,�,II'.-1-."�z11",-.,zz,-\-.-,1,1.�z�""�..x-11.1,,..1,,."1-1,1.�1.".,.,,...1'�,,-.�1l.11",,.",."�",11....."1.."1,\.I...',,I""1"..��-��,.,1I�zI.I I�-i1.,1-�i,.`-,��,,Iz��,,t",ik-I'll..i.�,�t\��\\1��z,,,�-.\.,W,"H,�,-1�.I._",1,II1I��"—.,,,I..- ..�.".-,�11i 4,."i`""�-."J��"1�1 ii��-!i..�i��,"/�-����zz��."-.��ll,��Iz��i 1,s—�z�z��,-�1..11,i,z",,,",��,.�"�,"�1�1.,-,I,I�1I,��,,"�Z��1-_\�-1,,',I11 ii-�,,,-��".i�11'--..l,!, ��z�,,��,��i 1-1tI�t,����,"��z�,""\i.,-.-���,,,'��i,.,-1,",/-11�z."z�,"��Z�����z�zz,i�!�',.j,,,���..,��/i,z��.�,\���.I1,,-�..,�iI.,,j����.�I���\�/II-1�i i-.�,.�I���z.�i.,,���;'!'.,,1-1i�'-.�II I�I���,,I���zz�z.��I1i,1-,\,zz j.W(���,�;,��.,:-��-�z� "',X1-3I4�..,..i���,��,-1�i"�J1c-\-.,.I-",,,.1\,..t�-"-1."n1P,.1-�-,I-,\\I.�.,".,��-,1-1i,,��1-i-."-.,.1��\1.11��\,\,-I��I��!,-..,--,,,�I,1"."—i�.-"1,II�.Iz.-Ii..,,.�-',.-X1"1. 1\i��.,",����I I..."-.",--,,,_:.­l1-,--,1-.,..1..,1-,,,,l,-1,�4,I",..-4",-,-"L.�I'\,�1�,,k,,\,,-�,-�",-.,,, ��i,,,,r,,,,-._,,IIIII,"1,,�1,.�,,,",,,. l.I,�',,,1r ,l."�,--,..i',,,L,\"�1,i,ll-"-.�,1_I-,��li',,-,,,-,.1.1,,III\1-,�,�,-1III..,,,,�,,"",,,,-,"l.,,,,, ",E-1.i I.,"_.,�i"��z,,,,,i"l.�,1`.,,�.,,lk ® ,-�1,-l-.".". \ Q U tT z m _.>1.-1-1...1',1---,"1..11..1�,."�,1-I.1-l�...­1...1-�1-.,.-l­\\.I-.'1..,-.,1-,��--.-"L-'-"..l-.1.1,,-1,1,-1-1..­..-.�1I,.l1 1,-l.—��--.1.l1-'"-I--1--.­-'-I11"..--1­1�,\\".,----­.\�1,.-I"-"--�-,,'-_...\-.i�-1"-17,'--,-��-��...- -��.-,,��".'�'z�����­-�z��,�z "-.".l,--.l--i(_--I,"_"_7,II��-'"��I,,.��"�-"I������-1.I I'-..--�l,E''1,.,.-,I---11..I,'"�1.�--�li�z�-.._tI '1.zz���-,,-.����z I--..�i�'����-1��-�.-!I� ­� ":I--,"��_.�����zI11!..-�.��,"z�.,".�I"� 1,�����Izz-i-,1,�-iii+�I- .--;,�,"_1�I.,\i.,.zI�1/11��-\�.z1 z��I�..1'i1�i,I-:c<111\.-j114�,1"�,,.-�� ",����z������1,,�"�zi�,,x��z�� -..1....�-,1"1....--.--.,-.,1±�,1.-.-..-,.1-'1�.-­.1,-,.1-i,I.-"�..�1..,-,- ..-....._-,.-.1`�-.-"�1�...z���.- ...11�,-zII.,L��-1..1.-,.=�"��.-.1 1-..-.�1.1­�-1-1...."l1�"1 I.1-1.-.--."l.1 11l.l-.-..1.�.-"11.---"-.1-'..�1."�.�11.-.1-.­-1."-..-@"�� -11".--1.--,.L­."�.11.,-.--.-...,".--1I"-.-"-.1l..:,"1',,..­--.-",,,,.1.,,,,�1.11lI.:-- 1-�1.,--1 -ll-=".�1--...-..�-1"l,"..--� 1-.:p,�.1,..�z�z 1l�zI.-...--z.- .1.I�-,....,�.1,,,I1 1k...,..1�1,..1",�,I,-"4....�,1-..1�����.1--,,\ :-1�.1.1-�,,>L��I1.,---1..�.1�- ­1.� 11 1. ,1I.�.�1 l,..�.I1..'. 1.\".z,.1..'.I-__..-,.�1.k.,-0.—..-.'.1.�-.-,�.,..-1.l-_."1..,_,l...-.l"-".1.+-.—-..-.�'"...z:�.Izzz�.��—�l1-'."-. 1_.�',.11--.�.-.'—.�.'-.1("I p -. ll .11 II 11 -11 1I1tI,l I. 11 11, 1,1 1. II l�s-r:1� 11 -)::-::.;tl 2. �v yyy ,...., ,.,.... ,,,,.... v M <,,,;:_„ ........ .,, _ .� ... \ ,.... .aA.�:;,::i....:.::.� .......................... * `A ,,,,, ,.,,,.-...... ,,,., v 7 .. M V to * � \; � H M * Z W O v 7 WM >,., iv .li �� a""y`a ..,,,,,,,,,..,.,.A.<,,,,,,,,,,,,,_._.,,,,.., ,. ��,�aw_wA vv�:��:��vvvvv„�..,,,_v� ,a:..,.���\,..,a:.a�.oAVv��..������owv ...". ;...v`A�: �.: .,,_.,, .,, + e,,.e �„ v„vvvvv Avwv...,,...��.,,._��•,,......., ....�.sAs�a�a�% :..�. v vv .. ":.:.,,;.,:,.<,, v:.. . yvvvvvvv�y�y,v vvvvyvvvwv�w�a.,.... .y.�, „vim vvv��wv vvv� ._„:; W .,.,,. avv, ,,,.�vvv vvvvv. vvvvvvv:" +\. .. �,.,,,,, w�rw�� . l AVV\yl�llvv��...,...,.Av----=AAm.�.........���.v. vA.:•... .,,.L,,,,,.,..,,,_._,,,,,....,. .,,„,,,,,,,,,,,,,,,,,,,,o,,:,:: .�.� �yrirryryy ll�. cyyjy\. A 1 ; O ....,.., .... v::, .; . y ,:�,,. �, N v H W � \� . , : y"' ,....,,,. ,,,,,,...,.:,—,,,,, v vyWy�m�v�o',v��ac.vvvg v �V.,' �y , . , _.. __ 29 W , , . ,.,,,..,,,,,,. ...,,.... 28,. \ N 0 -,,, �,\ I ,,,.,, v _ .,,.,,, ° \\\ O 2 , \;,., ; \. 30 I ` st§, \. 27 \,? , -� 42 .mac " �. T \ R 9 I �. W \.. i\ €, ,° .�<,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;1--,,,, I \ m ,�__ O ' a w _ w.. f ` .., "" PIRR , ` , ......... „ ` , , ,, , . O 4 IN 1 1 LF �`y� E P��� CONSTRUCT � O A 2��9 , 26 - , d m1 _ ° . ,,,,,,,.,,, ,,, as , , " , ,� - a's ,v O co'a ® . . CONSTRUCT 4 PIRR MAIN 252.3 LF \ 1 N .�. 32 40 ,_Q,,,,,,,., O w Z o CONSTRUCT 4 PIRR :::,,,.,,;.,< i i : ;L 25 (�? O Q > O MAIN 4a9.3 LF ,,_.�.,... ;::..................._., \.,' i ::: . „�,I a \,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,--,,,,,,,.,,,,,, , \-- Q € � PIRR, , , , , , , 5 , , , M 132.7 LF O .,, ; , , , CONSTRUC �\ a ; , O , , ` , , , , , , . , Z ,.: :,, AIN O 33 39 ;:::::::::.....::: 43 0 20 so . o � o , o "' 10 90 — oK I 30 z ,,,,,,,,,,,,,,,,,,,,,,,,, ,,:,,,,,.,,,,.,.,,,.,.,,,,,,,,,,,,,,,,,..,.,.,,,.,, SCALE: 1" = 30' �"� a :..< 4 a , Q 6 O O V ;.. I,,,,,,,..; : ; 34 PRESSURE IRRIGATION KEYNOTE. 10 z 38 mm INSTALL , 11.25 ELL \? O {MJ) d w 0 a �,,,,,,., ,,-- 2 INSTALL 90' ELL MJ �' 1 \ �,,,,,,,,,,,,,, :: O la „ 23 O INSTALL 4" TEE (MJ) W ,,, 37 O 0 o ...........- - 4» PIRR , i "" -" WATER-. O 35 MAIN 11.9 LF CROSS CONNECTION 4 CONSTRUCT OSOEEDSOHEE'f 16. c a .,; .... 2 5 : ::::::<:;::;;_ w 3 m ::I;, 5 CONSTRUCT 4 PIRR ;: , t O , , , , 2 ... - MAIN 21.0 LF c �\ ,,-..._.._..,,,,.... , ,,. ., �c„ _,., I , ,` ,,,. . ,...,...... ,,,;._;,,,,`,., ,,,,:,,, ,_,;,,, . SEE SEWER NOTE 1 SHEET 2, \.,.,•i, :,.,,, \ . ::..\ jr „ \ . , , \ \ TAP NTO EXI NG 4 PRESSURE-.:�'.' 7 STI ;., iA 1a .�,,, 6 „, ::: 1, „ O ", , _. ;, ,,, „ ; •� ,_: IRRIGATION MAIN W DUCTILE \' / / mm \ „ w \\ \ � .""` „••• ., ,,,,_, ,,,,,,, ,,,,,,, 3.0 IRON "TAP TEE PER SETTLER'S C \\\ \ \ \..., \ \ tea: ,.,,.,. IRRIGATION DISTRICT STANDARDS �, \ \.,.,,� W PO, N- D . T-0-I l,E.....LII�,.,,,.�1, ,R,�1�ATQ \ o \ 1 \ \__,,,,,,,,,,,,,,,,,,,,_...,,,,,,,,,, ;.......,,,,,,,,,,,,,,,,, GATE V ++ AND OORDINATE J 4 ALVE C a.:..::::::::::::..:...::..:::::::::::::::::.:..::::::::::::..„,,,,,,':::::::._ W SETTLERS IRRIGATION DISTRICT. \-� ���� �� ��V v� �.._�� _ ._,_,.,�� / Z 'l e vo vv0� �� yv AA V vv A — �/' A yy vvvvv' \1V w �'� ;; , _; < . .: �..,.., , \11 ��.. •••••..,,,3 vv r> ,,,,,, ,,.. ..,... a,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 9 — O _, , , , . , 'll,1, v o _.... `�,,,,,,,,,,,,,, 3.0 : : „ . ,,,,,,,,., _......, ,,,,,,,,,, > , a�. �� e., ;, ��., :;: ,,,, r , , ` ; 6 , , , , . \ C� Z Q O t0 ,,,,,,,,,,,,,,,,, O ti 1 W w - M , 2 0� I _,,,,,,,,,,,,,,,,,,,, a a �" W M o = C] w ? Z = N 12 > <[ ;,.. , Z o � �[ C ,,,, ""', a CONSTRUCT 4" PIRR aU N 1 _ a MAIN 92.1 LF O z Z " ... _., 14 O CONSTRUCT ;4 PIRR € � 1 9 I,, ,, ,,,,,,,,,,,,, „ ::,,,,,,::::::::::::, O 15 MAIN 157.0 LF O -5.1s W W O - Z ���; -. 18 � 20 00 2 O -11 ,,,,,. rN 16 17 wa o` U Q = Z N .l.,--.-.,����I��,l.,,,-.1-—I,1.1l."-.1"-�-,.1,l.1--.-�1�-�,���1.1���.,l.-���"-,-.,'1�11,l..,-.-l11,-1.,l.I,1-.11..1l.11',-."-.-,1-l.1l1-."-,l,1.1-.1l,1-.,"-\,-1-,.1-1.---1�--,...",�11--,,_.",1-.'l1.,1.�,--...-11-,,1.�-.-1,-'-.1.,..-.1-,.-,-.-....1,.�--..-_....,�-.-...-..,-,.�.�.---.�,..1-..,_.�.-.-,.---.,.,.11.--.--.�".1�-.,-.--_.",.-,."-.--.�-,'.,.,-.,-_.-.�`--1.1-.1.'�1-.1--�.1-,.--,-.\--'-.����I-�-��-_����l 1.1---�,'.,"���-l-1.1-- Z_ V = Z j .is O Q ': U _; ; OQ 21 C 0 3.0' ( G 11 N ,,,, ,,, , P,,,,,,,,,,,,,,,,,,,,,,,,,, v p � � , „ ,,,, l�l i PI PI .1,,.,,... _. 4 2 ,,,,,,, ,. - , : ; , _ , \ 13 ;.,,,..,..,_,....,,,, \ , . :\� ice,,,`-1,,,i,,,,��,,,, ` W _,,,,,,,,,,,,,,,,,,,,,,,,,,, ,.�w< W O a W W O — — z u) .\o a - 44 :'. O a Z i ;`•a: O ...,......,. V W a W W W a ; „. ..-o ..:: �y �,,,,.,,.,. „ ....... ., .-- ....., ,,,, \\ W, ornv0) 0WW .,,,,-- W W o N \ . '"' :. e ,,..,� ..,.,,� C DS :,,.: „,,,. .,.,.l 0 C ,. l'-, a ,,_„ — 0 o UJ a ie 0 0 T J J J J 0. m ao. aaz a 0 a a � m 0 *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL 04 N N N N W LOCATION AND NOTIFY ENGINEER IF c CQ o °D T- DIFFERENT PRIOR TO CONSTRUCTION. 4 M cM N (� 0 0 Z N -r- O Z THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES c ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number. co TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1IN=30 7 0 OF LEAVITT & ASSOCIATES ENGINEERS, INC. WU � o Z --j co Q � 0m N Opp J aQ � W 3. , QLL � W � � ZN 06 Z D � 0) � !- M — z WM > W :. ..... ............: ,. ...,.. :;...,. ..... V, o 563.27 2563.2 `,� 6 EP ME 2563.45 � W $ELWAY RAPIDS LN � � �- W ::: ME _------ EP ME EP ME EP ME64. 564. 4 L� Z . .. ME EP ME EP ME 5 7 ... »- ---.-. M = FS ME --. �2562.57 1-111111 ;. _...-. -...... :�a�.. 29F ..ME 1 -.. A o d® y \� co O I m d .. W U. �c 30 0 I W FS ME m \ � to I v 27 I ® > `� 2 r \\ J I I 'n.n.. N \,.. 10 30 90 '��a Llir. + 42 S Ln c° f- to „ , LLI Lo I� I °4 SCALE: 1 = 30 N .. , CAL . LL FS ME -gas N ' J J Li Q s tt I m- J (O ��CL L� a (� I Om C0 � p .-. 'Fs6ME — _ — — _J - . !- Z 31 �, 41 .�.��.. `- -� '`` I �I z N 5.46 Lc- U — — FS MEco °' o U ....- '2562.41N m 3 : -..-.._- 32 0 m 3 FS MELo J m I \ t "fir O N W 0 cn N CD U Y ti _____......._ Lo LLJ �, �I I z 25 / ;;Lo °ti° W I N tO .................... -------------------- p O O N 'i.-... I a U E O w i w 6 f1' o I O ILL- d FS ME Q cMOU ' ` COS . U- �U FS ME �'- 43 _� 33 Lo 2562.56 04 �, 39 � 0. J U 0 z i —1............._.-. Z CUT/FILL SUMMARY Z •� °m 6 � CUT (UNADJUSTED) 3537 81 CU. YD - .................� .........<,. °"` FILL UNADJUSTED 3726.75 CU. YD. �= 0 m (UNADJUSTED) a 34 o O F2562.64 S ME N I NET (UNADJUSTED) 188.s4 CU. YD. <FILL> a I m I u D co I ``I coo 3 N m 56 1 w N � € - \ FS ME"; J J �m o LL LL- I 37 �. � - I U U co U 35 J Lo m U ti O u U FS ME — — - N°�° 4 41 ....-....+::. �- ........... Fs 6 U �� ...... .--- C Lo co- �- \� 3 g z � .................. ..��..� tip �o �m FS ME N / w �\\ V _ FS ME Q � W POND STONE LN (PRIVATE} s� ;;:___;:_;_X.::::::::::::::.:: m t�- w \ ............... N � Q c Lu O O M t s64 to 2 w — ... Go co 9 �;� 4 7 Q a i FS ME _ Oo oUZON a ... 4. z Q F5 ME TBC w =� 5 .1 7 564. Z Q c0 — J \ TBC EP EP EP 4 Q Q O =EP � 0 i Z � .� Y � a I u.iW o � � O. Z � VOA I a `° \ �, 10 + N Fs ME .1.° ... 14 15 I I 19 I I o I W I I I 18 O o 17 \ 1 : l n---- I Lo EL II W I 21 N FF EL 2564.75 FF EL 2565.00 €�._..-...-_-- -.-... FF EL 2565.00 FF EL 2565.00 — — LU Fs�ME , 2564 LU — 1 FS J y 31 X 4 5 01 6 1 FS ME ' ..-..--.. ..F..S-...ME.--- FS ME FS ME AdE .-;............. _. :;; E 4. L Z Z : .. M. FS....�lE...........- F"..4 \\ — — Z V3 FS M "� .4 W W O _.. ..- , ........... ...... ...... � 1�tE s 13 m \ ............. ..........................-.. .-......... Z m FS ME a � O U H Q a — W W W ::. V) R --�- .c. _...--....... FS a a O O ............... � W U W � � W N >.. ............. ..._---.....-- — :�: W W W p � O O ...................... ............................... _.._....-.--.-..... W McMILLAN RD o W °' w v� :: . oc 0 > ,.... 0 rn Y J J J J a co aaacLz °D O O O O U N N N N N W 13 0)p v N O 0� �- H cM cM N N 0 Z O O O O O O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES `� oo N o Z o ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: co TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT ,� _30, Q OF LEAVITT & ASSOCIATES ENGINEERS, INC. 8 cn wU vit M O I- Z J co M Q 0 t0 _ 11 V U0) * 0 ° N Z •i waft. d X weW Zo x "�� - - - - - - - -- - - -- - - -- - - - - - --- - - -- - - - - - -- - - - - - -- - - -- - - -- - Q W I~. C .0�<JrU Z(M=) 11 \ _ r` ".-,<M-d!I-,1 1."-..L.--"-�-,-...11�.--.,..,,,X.t."-.-,�\1.-."-"\\-..-1.-"I�..:.L.I.::11-..'�z-"-.I-.-.,\�.-.,..1",11-,\�,-.1.-."-.1.1-,�-1. 1._.11,,,1.-a.\,.,\I.1..-""�1"1.'-,,.`..,.',11�11-1.'._.'­-,-""1."�--1,"�I,zt�I",IllI.'�1-,�1-I..-_ \\ O .,.,.,, , :,::,.....::::,.. . ,,,,,,,,,,,,,,,,_,,,,.,,,,,,,, L. o , % i \ \\„ M %"' ® W SELWAY RAPIDS LN • -- - - -- - - _ - - - -- ® Z W O :: :: „,,, .: w A � ,,..,�yy,,,, .,,. ..,.�yy .y�y,. ti:�tiitiiiyyir: yyyi:: ;,x ,, ,'�` :" :,_ - ,,, - > w v ,,,,.... .,:_ .................. >:;Vic,«q.�nm�...e!.n.a!� ee� .\ W ,,. \ , ..,.... — \\. ":._ — — —— — — — — — —— — — ".,,. H O r - -- - - -- - - -- -- \. , t ,,,,,,,,,,,,,,,,,,,,,,,,,,,,�. E ,.....,.,,,.,., w 29 a z 28 .. I N 8 ............. ... O , ,,,,, , ; : ;; , . _ r ,�, . `\\ a ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,; . „ ; : : _ • � � � I 2 . . , . , , . O . , ! ; ;...;,,,,,;,,...,,,,I. O 3 0 I \� ; : I I „ , ; : : , I . D . u2 , ®� ; . w O ®� - 4 2 ... I sA I ll F-- �® ®� - �.,, .� . - :�,,,, ..., , z : : , .., 3 > 0 20 60 v - o O , : a : : _ - , v . . 0 30 90 :: ;,,,,,,,,,,,,,,,,,,,,, 1 ' ' , , , O S 1 30 , „ _ 41 Cam, y NP 1...,..,...--..........................................-...,,,,,,,..,,,,,,--...,,.,,,,,,,,,...,,........,...,,,.., -�-F z 2 6 J O as . ` I _ I ....... �V m, __ _ la , , ..... .. I oV Doa �s f L . „ ® ; } : „ . , I w � � Q ; . Q — 3 ;; / ,.. ~' , N I , , O 40 / Y o �:, w w STREET LIGHTING 3 i..., cn ; �..< . , . w z 25 / m I o ,,,;,,; ,,: O / > \ . ', , U 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, m ,,.,, I ' ' // "'' THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. , , ;,,: o Z 5 I O , , i ? " """" Q 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN p ; ; , , ,,..,,. I ; € ;.,..- p PORTAL AT HTTPS CITIZENPORTAL MERIDIANCITY ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST o0 • ........ u I O ,,,,.,,..... INSPECTIONS. p .. .. 33 0 „ :, 39 / 0 � o L,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, : : I , I ` ` ONS FOR THE CONCRETE BASE REINFORCI NG, BEDDING, BACKFILL, AND FOR i .... . I I IRE INSPEGTI ,,;,,,, I ' THEAPOLEOAND IASSOCQIATED WIRING. c : : :€ ""`"\ 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM 6 " ` WATER METERS O _ , a . , , . z 34 5. KEEP ACCURATE NOTES OF CONDUIT JUNCTION BOX LOCATIONS. ATTACH A REDLfNED AS BUILT DRAWING OF THIS O ��i . ; , „ , , . ._ ; I - PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC / mm \.,, .9 ",�,,,_, __.., „ \„ , , _ , WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 0 ,,,,,,,,, ,,,,,, r �; \,, �,,,, _,,,,,,,,,,,,,,,,,,,,,,,,, „ U l . : ; ; s : : t \ \, . __,,,.,...., ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, AND UTILITY COORDINATOR 208 898-5500 FOR QUESTIONS REGARDING : : \,.. ) 6. CONTACT THE CITY TRANSPORTATION ( ) .,,,,, UTILITY CONFLICT OR TO ACCESS LOCKED METER PEDESTALS , �...,.,,,: 37 :,,< ; O s 7 23 O O I I 35 I w a I _, I w ra 3m ; I „_ 1 I ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, _, .,,,,,, ,,, ,,. L LIGHT N0. _I...,. .,, ... , STREET 1 „ :• , , ,, . 0 aprr \ I , , n a. .. ... .. i ; �.� t�\ \ \ `b', \. \ . \, \ \. \ \ 3 6 ,,,.,.,,,,. \:,,,.,,,, __ ,,,, ,,,, _. o \o,_.,. \ .. =1 \ O „ \. ,\ \\ .. \ \ \, _. ... ! r.m . \\\ \ \ ..........•\ I ..,... \\\ \ \ I \; .,,...,,, ,,,,...., ..��. 0\ \ \ \. \�;� m :. r ; ,,,,._,,...W POND BONE LN PRHATE ,,, 1„ \`\ \\ Z :�\ \ `� ,..,,,, \ O „,,,, 9 \_ ... ......, ... l ; I O , _ . I :, �\ a 1,,,,,,_;,.,, \ .: I =\ :� _M m e- r- \ �,. `�\ \\\ .., \\ :: \ N `\ :. , ; �A Za �,,.,,,, ,,,_L., , \\. I (D d. O I - ; : . W O M . , _ < ? 12 = Oo O O _ , — N , I ; ., , ZZ w xa < cO i-1:-1 04 \ Q G '� O 10 \ 15 \\ zZr — N . \. ,,,,,,,,,,,,,,,,,,,,,,,,, I,,, .,,,,,1. 14 19 \ W w O Q W .,,. ;; O Uo � w � ° Z 18 20 \ O 16 17 v wTQ = , „ : 21 , ; , I ;,..; 11 : _ : : : : •• : . ; : a[ O , ; ; , . , ; ; , O :: - - - ................._.,,,,.,,_,,.,,,,,,,,...... ................... ... - - — \ \ .\ — — \ \ I— �— -- - ` — \ \ , ; ; - - - - -- - - -- — — 13 .vv .w- - --- — ,,,,,�..,........w,,,,,,,,,,,,,,_. \\.. \ W .�. .� — — — — — v`v L' J \�vao� ' — — �� .� — — — � — — — — ..� — — —tiy v`` — W F- w H Q .... :: ® Z O W O ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,- ,,,,.,,,.,,,,,,,,.,,,,.,.,......,,.,,,,.,..,, ., ...... Q W H — fn \; Z \_ ; J v -' U Q U 0. O Z m W McMILLAN RD w w F' O ................... .,. W Q a ,,, , ; �o F O O U , W U W 0 w W O p W .L.,i -.\\-I-..-�1".1".-Ii I��."�i"—..,-,..�",i.-,-.i,L.4�.\z�.",ii-i--.z"-.-�I�z-.l ,,=.). �:61-.--I .iI�.-,t—�l,,,"l"��_:1.Q�/c 11.&i.\i �1.1.I I-.,-1.1.1 1'.'.1I,--.i1.-�1I�.--�11..z.-, 1. \1--...&'� ��,111./."zI��.I L. )- I�\N \`�.. W :, .1_/1.1,,1,11,..1 1.--1, , _..... ...... :.. a `p fY !� 0 W o w ao ie 0 G Y O O O O J J J J a m d aaa. az w W C O N O O H O N Q 0 d' cM ) N N O O O O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES M NM z c ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: m TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF LEAVITT & ASSOCIATES ENGINEERS, INC. 1„=30' 9