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CC - Civil Plans 5-17-21 RevisedJ co F! 3 GODDARD CREEK TOWNHOUSE SUBDIVISION L 111:6 asglq�—Jlm RE -SUBDIVISION OF LOT 2 BLOCK 1, GODDARD CREEK SUBDIVISION, TAN, RJE, SEC. 26, ADA COUNTY, MERIDIAN, IDAHO 80 40 120 SCALE: 1 40' INDEX SHEET COVER SHEET, SITE MAP, VICINITY MAP, LEGEND, AND SHEET INDEX 1 NOTES AND DETAILS 2 STORMTECH CHAMBER NOTES AND DETAILS 2.1 N WHITE CAP LN, N SELWAY FALLS LN, AND W POND STONE LN PLAN AND PROFILE 3 SEWER LINE A PLAN AND PROFILE 4 SEWER LINE B PLAN AND PROFILE 5 WATER PLAN 6 PRESSURE IRRIGATION PLAN 7 GRADING PLAN 8 STREET LIGHTING PLAN 9 LOCATION VICINITY MAP SCALE: 1 "=500' LINETYPES: SYMBOLS: . . .... .... EXISTING CURB & GUTTER EXISTING SANITARY SEWER MANHOLE - ------ ----- ............... CONSTRUCT CURB & GUTTER O INSTALL SANITARY SEWER MANHOLE ............ ............................. .............................. ­­.... ...... . .... _­. ................ EXISTING SANITARY SEWER ............... ..................... . ............ . ...... ........... ...... ....... .......... EXISTING GRAVITY IRRIGATION s .................................. . . . . INSTALL SANITARY SEWER MAIN ........ . ..... ........... . .... . .............. ­ -- ------------ 1.11111-1111111-­ ............ ........... .............. . ........... INSTALL GRAVITY IRRIGATION —S INSTALL SEWER SERVICE EXISTING VALVE ............... . .... .. . .............. ......... . ­­ ------ EXISTING STORM DRAIN ......... ............... .......... .............. ............... .. .. . ......... ............ . . ................. ................................... ....... .............. INSTALL WATER VALVE 66 D ....... ... . . ........ . INSTALL STORM DRAIN MAIN ......... . 04 ........... . . ................................................. . .. .............. ................... . . ................. INSTALL IRRIGATION VALVE ........ . ............................. .. .......... ------- ------ EXISTING WATER MAIN ........ ...................... .... ...... ............. . . ........ . .............. ..... . ... ....... .................... EXISTING WATER METER .. . ........... W ........ ...... ... ... .... ............ INSTALL WATER MAIN INSTALL WATER METER ............... . ......... .......... . ............ . ..................... i/T --- ................................ ............................... ............... .. . . A PPROXIMATE JOINT TRENCH ......... .... .. .................... ............ _­­­ . . ............................ ....... ... . ......................... EXISTING BLOW -OFF VALVE .. ..... .................... .... . ..................... .......... . .......... - - ------ ---- ................ EXISTING PRESSURE IRRI. "I'-"",-, ......... INSTALL BLOW -OFF VALVE ................. P! .................. . ...... . .. ............... INSTALL PRESSURE IRRI. MAIN EXISTING FIRE HYDRANT .................... . ....................... �RR ........... . ......... EXISTING GRAVITY IRRIGATION ...... INSTALL FIRE HYDRANT ..... .......... . "­-1-11-1.1111-1 . ........... ... IRR ............................................. ... . ................................. . . . . .... INSTALL GRAVITY IRRI. MAIN - - ----- STORM WATER FLOW LOT LINE INSTALL STREET LIGHT PER CITY STD ........... . . . ........ ............... ...................... . . BOUNDARY/PHASE LINEti .. . . .................... . ............... ... .......... EXISTING IRRIGATION PUMP -OUT ................ .. ...... ... . .... .... ............... ................... . CENTER LINE 0 ............ ........ . .. . .. .......................... ......... INSTALL IRRIGATION PUMP -OUT . ............ ............. EASEMENT LINE ........... . .. EXISTING CATCH BASIN INLET ........... ------ . ...... 7 ........... .. ............................... .................................. ............................ . ........................... . . . . . . .... .... . . ... EXISTING CONTOUR . . ........ . . ........................ - - — --------------- ......................... . ---------- ------------ -- --- --- .............. ..... ... ....... ---------- ...... - CONSTRUCT CATCH BASIN INLET ........... ........... ........... ..... ........ ...... ............................ . ....................................... 2550 FINISH GRADE CONTOUR I CONSTRUCT PEDESTIAN RAMP .......................... ...... . ........ .......... ................ . ........ .... EXISTING EDGE OF PAVEMENT ................ #1P TEST HOLE W/ PERCOLATION TEST .......... . ...... ......... ............... . ....................................... . .. . .. .............. . .............. EXISTING OVER POWER #1 ................ ..... ............... .......... - TEST HOLE ............ . .... ____ ...................... ..... .... ....... .... .......... ....... - ----- --------- EXISTING FIBER OPTICS ................ INSTALL STOP SIGN ..... ...... . ................. ................ ............. . ..... ......... . ...... . . . ... . .................. ............... EXISTING TELEPHONE ................................ . ......................... ",­1­111­11111 .............. ................. INSTALL STREET SIGN . ... ... ........ .......... CLR ............ CLEAR ..................... OPP. ... ....... . . .............................. . ... OPPOSITE EG EDGE OF GRAVEL ........... PROPERTY LINE .......... __ .............. ..... .. EL ELEVATION . ........ . ....... .................. PC POINT OF CURVE ... .......... ­­­­ ................................. EP EDGE OF PAVEMENT PCC POINT OF CONCURRENT CURVE ........ .... . ......... .. . . ... ............ ........... ................. ..... . .. ............ U\g�! iskini L I FF SHED FLOOR FINISHED .. ................ ........ .. PI ............... .............. PRESSURE IRRIGATION .. . . ................. ....................... .............. FG FINISHED GRADE PRC POINT OF REVERSE CURVE .................... ...... ............... FL FLOW LINE PT POINT OF TANGENT 800-342-1585 . ..... .......... .............. _ ................. .. . FS FINISHED SURFACE S SANITARY SEWER ............ . .......... . . .................. ME ­'­ . .. ......... ................... .. ............. 1 MATCH EXISTING . ..... . . . ..... n ..................... SD . ....... ­­ . ................... ....... ........ STORM DRAIN .......... ........... . GB GRADE BREAK STA. STATION %kl ... ..................... . . . .... ..... .. ........... � IRR GRAVITY IRRIGATION TBC ........ TOP BACK CURB .. . . ................ INV. INVERT .......... . .... TEL i TELEPHONE UTILITY RT RIGHT Typ. ............. TYPICAL . — - — - ------------------ THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES LT ................. LEFT . ... W WATER . ..................... ....... . ......... ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BEGIN VERTICAL END VERTICAL TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT BVCS CURVE STATION ................ .... . ............. EVCS� ...... ........... .............. CURVE STATION _ ............................... .......... ... OF LEAVITT & ASSOCIATES ENGINEERS, INC. BEGIN VERTICAL EVCE� END VERTICAL lBVCE CURVE ELEVATION CURVE ELEVATION 4 o co 7 us r" 0; 0 Lij A o LD s ;9 > M 0 0 03 00 0 0 T_ 04 N d%Z 0 > O ..06 Ujzx Uj LLJ E 0 3 cl) z .0 cn (D o 0 n .WZ a. m) z W W (L W aT 1: w co >- cl) (L W Z 0 C.) C O O v� I= Z Lf) 04 LU 0 2 ct.) cr) = -"I < 6� LU a. CID LU cf) c) a 0 w 1 0 0 :3 Z < co N Z > LU cl: < 00 O 2 i2 C-4 NelW Uj LOCO 0 1 < T.-2 (L LU z Uj M C= 0 —00 C-'> cl) r, < = C:3 z 0- C= O cl) 3: LU z 5; Lul IxLU LU 2 z z > W 0 W 0 LLj < F- M M Z cn z 0 CL C.) 0. z (L p ui M x M 0 z w w F__ w < (L o w CL z CL cl) cr_ M1-000005; W 0 W LLCD 0 M wW OX ow5w>w o W w CL W V) a M > w LU > w Ir J a. (L a. CL z W moil I 61 Lf) M N T- 0 lz SCALE: Sheet Number: 1 vs=40' 1 GENEEAL 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRICTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN A ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FORM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 1.11LQDWAY 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. WATER 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. SEWER 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER SERVICE TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFILL PREVENTION IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. DRAINAGE 1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. 2. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE DESIGNER AND THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 3. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL STORM WATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. MINIMUM 24-HOUR NOTICE IS REQUIRED. o APPROVAL IS CONTINGENT UPON INSPECTION. I 0 4. SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUNDWATER SHALL BE A MINIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF SEASONAL HIGH GROUNDWATER ELEVATION. RE -DESIGNED FACILITY SHALL BE APPROVED BY THE PUBLIC WORKS 0 DEPARTMENT. 0 0 M O V) I U 0 0 C7 U) z O 0 m D V) R 33.0' 2. 0' 5.0' 24.0' (BACK TO BACK) 12.0' 12.0' 1.75% 2% 2% a 2.0' STAMPED CONCRETE, L 2Y2" ASPHALT CURB v COORDINATE COLOR PAVEMENT AND AND PATTERN W/ /4" 3/4" MINUS GUTTER OWNER 10" PIT RUN TYPICAL STREET SECTION PER GEOTECHNICAL REPORT -NTS- , _ O' 20.0' 5.0' 10.0' w Q U z % 10.0' 5.0' w Q_ v U) 2% :� RIBBON C710" SEE DETAFRUN::: THIS SHE TYPICALSHARED DRIVEWAY SECTION -NTS- 28.0' W POND STONE LN (PRIVATE) IN FROM CATCH BASIN NO. 2 LIDS/GRATES TO BE FLUSH WITH FINISHED SURFACE i 2560.24 INV.-IN 2558 HS 25 RATED TOP 20" 2560.15 B0170M• ••• GAL, SAND&REASE►_A- l• PER ISPWC SD-624 _. 2559.90 INV.-OU' A IN FROM CATCH BASIN NO. 4 I LIDS/GRATES TO BE FLUSH WITH FINISHED SURFACE i 2559.98 INV.-IN 2557. CHAMBER BED NO. 2 HS 25 RATED TOP 20" 2559.89 2559.64 INV.-OUT 4000..J V BOTTOM 1000 GAL, SANDIGREASE TRAP NO, 2 PER ISPWC SD-624 -NT - w U I- Z _ 00 co A Q , 0 co Uw U V f7 0 N 0� q aQ CCj QLL �U)W VJ Z p LU Q � U i� c 30 1: co Z >w W 0 M �(D Q w U)° J w N0 cN _ 0y ® b r` m d <t C4 u, 0 w �, 10Ate`:/ c y W S y m 'ip O a c� 01 R c_ ' c •' J lQ O44) •0-. Oo'� c� ¢ o r N o � a� N > O 0 c o o Q �C6 O E t�2 w 9 0 0 (L z Z Z Ym Q U m z U U) w F_ J a 0 3m Z0 Z O C40 0 m _ lf7 N = 0 v =Q � a W00 M o®_ oUZON = w _ .�. Q H p a w 0 � O N WW �0coaLU oVo�0 �� C' a = o Z a. Q 0 G O C7 1-1W W v) Ix J U g z z > W Q W 0 W O Z Vi o-�vava0Z a ZwwF-W<CLO p w M Z a= R a) 0 W U W O w O W> W> W O ASPHALT PAVEMENT W O W a W U) a O v w � ...r W J J J J a -Y4" MINUS CRUSHED GRAVEL RIBBON CURB PIT RUN � N �� N N r N � N � N W -NTS- Q O O O O O O o Z M N THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT AS NOTED 2 OF LEAVITT & ASSOCIATES ENGINEERS, INC. SC-160LP STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH SC-160LP. 2. CHAMBERS SHALL BE ARCH -SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT -MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) 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. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 1.5D. • 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 SHALL BE GREATER THAN OR EQUAL TO 400 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73' F / 23' C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. BIDDING AND INSTALLATION OF THE SC-160LP SYSTEM 1. STORMTECH SC-160LP CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH SC-160LP CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-160LP CONSTRUCTION GUIDE". 3. FOUNDATION STONE AND EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE; AASHTO M43 #3,357, 4, 467, 5, 56, OR 57. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. THE DEPTH OF FOUNDATION STONE SHALL BE DETERMINED BASED ON THE SUBGRADE BEARING CAPACITY PROVIDED BY THE SITE DESIGN ENGINEER. 6. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES CONCERNING CHAMBER FOUNDATION DESIGN AND SUBGRADE BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 7. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 8. CHAMBERS SHALL BE INSTALLED "TOE TO TOE". NO ADDITIONAL SPACING BETWEEN ROWS IS REQUIRED. 9. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 10. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-160LP CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE STORMTECH SC-160LP CONSTRUCTION GUIDE' . • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENTCAN BE FOUND IN THE "STORMTECH SC-106LP CONSTRUCTION GUIDE". 2. FULL 36" OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. 3. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. J 0 I 0 g U i rn Q c �3 v 0 i 0 0 00 r- 0 0 U) I U E. 0 v 0 0 INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A. 1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B. 1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE 6.3. IF SEDIMENT IS AT, OR ABOVE, 3" PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JEIVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 12" MIN. WIDTH CONCRETE COLLAR PAVEMENT MNNNMTJITW�� m L, gZ !n Y U w= ry U Z_ o� U STORMTECH CHAMBER MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT FINAL FILL � FILL MATERIAL FOR LAYER 'D' STARTS FROM 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. FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. THE 'D' LAYER. BEGIN COMPACTIONS AFTER 12" OF MATERIAL OVER 'C' GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% AASHTO M145' THE CHAMBERS IS REACHED. COMPACT ADDITIONAL IN_m__AL r=l� FILL MATERIAL FOR LAYER STARTS FROM A-1, A-2-4, A-3 LAYERS IN 6" MAX LIFTS TO A MIN. 95% PROCTOR C THE TOP OF THE EMBEDMENT STONE (B LAYER) TO 14�� FINES OR PROCESSED AGGREGATE. OR DENSITY FOR WELL GRADED MATERIAL AND 95% ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN AASHTO M43' RELATIVE DENSITY FOR PROCESSED AGGREGATE SUBBASE MAY BE A PART OF THE 'C' LAYER. LIEU OF THIS LAYER. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT 78, 8, 89, 9, 10 TO EXCEED 12,000 lbs. DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS CLEAN, CRUSHED, ANGULAR STONE AASHTO M43 , NO COMPACTION REQUIRED. FROM THE FOUNDATION STONE 'A' LAYER TO THE 'C' ( ) 3, 357, 4, 467, 5, 56, 57 LAYER ABOVE. A • FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3, 357, 4, 467, 5, 56, 57 SURFACE.2,3 PLEASE NOTE: 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 (AASHTO M43) STONE". 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. 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 SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 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' AT THE SITE DESIGN ENGINEER'S DISCRETION. CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 8" NYLOPLAST INSPECTION PORT BODY (PART #2708AG41PKIT) OR TRAFFIC RATED BOX W/ SOLID LOCKING COVER .--4" SDR-35 4" INSERTA TEE TO BE CENTERED ON CORRUGATION CREST INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION CREST. 4" PVC INSPECTION PORT DETAIL (SC SERIES CHAMBER) NTS ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN LAYERS A & B Y PERIMETER STONE (SEE NOTE 4) EXCAVATION W (CAN BE SLOf OR VERTICAL) MIN. -160LP -1 CAP SUBGRADE SOILS (SEE NOTE 3) nAvrurAlT BETWEEN Mill. CHAMBERS *THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE INSTANTANEOUS (<1 MIN.) 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. 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 1.5". • 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 SHALL BE GREATER THAN OR EQUAL TO 400 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73' F / 23' C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. SC-160LP CROSS SECTION DETAIL NTS VJ wU �- Z UU) ,0 OC ♦VJ W VJ W Q 0 V Z W Q w J U � •.1 ? Q � j U � co Qc r O Lf)1 (D O M M O M 0 t0 2 � Q M 00 N_ a X Q LL Z O ti � O 0� N M H M LU W C M U� co LL co ON �0 M _ ra GGGa U `�V o 2� co m J \ 4 2- c 01 yy�, - m AV i d m 0 C o w Q T_ N m � o � > O 0 O o W U m J S� GQ t- E O Q W 3 On z s o 0 V a 13 Z UZ W Ym U s U W 0 a 00 I- Z .J 0 dm Z O cn r Z Q N _ co �t � 0:OrM cu F- LU 00 I M 00 _- 0UZON W 5 _ � Q O Q z 0 Z 0 OO�aZ `LUW Cl=� V�20 c_' 5a= M Za <C 0 O CD W W w � J 0: 0 O W W O a v v a O Z a a z a O w w Fes- w Q oocaza��� 0 0 0 0 V LLO O w W W 5 5 WW o W a W w Q w w W — W fY > W cr J _J J J a SBASSIST; 0 aaa(Lz°}° I yStormTech FOR STORMTECH N N N N N N W INSTRUCTIONS, 0) N O 00 e- F- DOWNLOAD THE • a r' O N INSTALLATION APP i� d' M M N N � O O O O O O 0 in 0 m to THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES M N o Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT AS NOTED 2.1 OF LEAVITT & ASSOCIATES ENGINEERS, INC. J N co E 3 W SELWAY RAPIDS LN z J n Q U W F_- _ i z J J J L 'Q J Uj V) OVA W SELWAY RAPIDS LN i:l i.:►�" l• �3: i:l i.:ua\� Rim A z 0_ U Ld .. THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF LEAVITT & ASSOCIATES ENGINEERS, INC. SCALE HORIZONTAL 0 20 60 10 30 90 VERTICAL 0 2 6 1 3 HORIZONTAL: 1" = 30' VERTICAL: 1 " = 3' STREET KEYNOTES O 4" YELLOW OR WHITE PARKING STRIPE, TYP. O INSTALL TYPE IV CATCH BASIN NO. 1 W/ 12" SUMP PER ISPWC SD-604A. GRATE EL=2563.47 INV.-OUT=2560.80 30 INSTALL TYPE IV CATCH BASIN NO. 2 W/ 12" SUMP PER ISPWC SD-604A. GRATE EL=2563.47 INV.-IN/OUT=2560.75 ® INSTALL TYPE IV CATCH BASIN NO. 3 W/ 12" SUMP PER ISPWC SD-604A. GRATE EL=2563.07 INV.-OUT=2560.58 9 05 INSTALL TYPE IV CATCH BASIN NO. 4 W/ 12" SUMP PER ISPWC SD-604A. GRATE EL=2563.07 INV.-IN/OUT=2560.53 © INSTALL 1000 GALLON SAND AND GREASE TRAP NO. 1. SEE DETAIL SHEET 2. O7 INSTALL 1000 GALLON SAND AND GREASE TRAP NO. 2. SEE DETAIL SHEET 2. ® CONSTRUCT 12" SD PIPE 20.0 LF ® 0.22%. O CONSTRUCT 12" SD PIPE 23.6 LF ® 0.22%. 10 CONSTRUCT 12" SD PIPE 5.0 LF ® 0.22%. 11 CONSTRUCT 36.0 LF INFILTRATION SWALE. SEE DETAIL SHEET 2. Q CONSTRUCT 46.0 LF INFILTRATION SWALE. SEE DETAIL SHEET 2. 1© CONSTRUCT 75.0 LF INFLTRATION SWALE. SEE DETAIL SHEET 2. 14 CONSTRUCT CURB OPENING INLET PER ISPWC SD-626. FL=2562.57. 15 CONSTRUCT CURB DRAIN PER ISPWC SD-715. 16 CONSTRUCT PEDESTRIAN RAMP NO. 1 TYPE "C3" PER ISPWC SD-712C. SEE DETAIL THIS SHEET. 1© CONSTRUCT PEDESTRIAN RAMP NO. 2 TYPE "C4" PER ISPWC SD-712C. SEE DETAIL THIS SHEET. 18 CONSTRUCT PEDESTRIAN RAMP NO. 3 PER ISPWC SD-712G. SEE DETAIL THIS SHEET. 19 CONSTRUCT PEDESTRIAN RAMP NO. 4 PER ISPWC SD-712G. SEE DETAIL THIS SHEET. ©O AMPED CONCRETE PEDESTRIAN CROSSING ITWHITE CROSSWALK LINES PER MUTCD. INSTALL "NO PARKING" SIGN PER MUTCD. �- Z Q w UU) 00: U) III W �W Q 06Z �0 Z >W Q W J 3 U � J ? 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Q w 0 .40% --- ;-- - 0 - - _ �,� 0�' 0 50% w - -._ - - - 0.86� -0.81 EXISTING GROUND W i ZW 2560 ' o,o O 2560 J J O J O J O J O} C. _....................__...._..................... aaaaz N SELWAY FALLS LN (PRIVATE) Zw Ff:. N z W POND STONE LN (PRIVATE) N WHITE CAP LN (PRIVATE) N �th- r N N N N r N W X_ CO CO N N cn O O-.4- N I� n cn 0) co (0 � N N N O O O O O O O) cD 00 N 0) r7 I- O� co r- M M 0 N nN r7 r7 N r7 r6 r7 r� r7 r7 M 4 4 IA d M N z (.0 (.0 c0 (.0CD cD cfl co c0 c4 cfl c0 c0 c0 c0 cD N N N N N N N N N N N N N N N N SCALE: Sheet Number: 1 "=30' 3 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 O J SCALE 0 20 60 10 30 90 VERTICAL 0 2 6 1 3 9 HORIZONTAL: 1" = 30' VERTICAL: 1 " = 3' *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL LOCATION PRIOR TO CONSTRUCTION. W e wU �— Z Q � 00 00: �w oZ �Z >w Q w J U U •J W I� Cc U � co o Lo'I C M� � M 0 t° I � Q � o� N SaQ i LL Z A0 1_ 0� �M LU ° M q !AN LL W d' 0 M I r-a % ® OL. 7b d r,. 0,A- �l ' 0 ®, LL W p u+ ,��, LQ` � � ° N 3 O U N OQ ca .r ,0 C 03 Otmii L a 0 C Q0 w J Q — w0 Zw J OC 0 LU Z 3:< wZ Q J W Z C> V1 v� r Z N Q cocn d- LU F- 00 M Oo 3UZON _ — LU _ �Q o�U)Qco C:)� z V ° Z�O 0 z LU c- T- 020 U 55 < = o Z a cr- 0 0 O CD J cp M J U g z z > c w ®w O a a v a v K 0 Z z Ix a a O z w w w a a M CL z (. 0: R cl) a N 0 0 0 0 0 Ix w w W w � O w c w a w D w cn Q 0 w w — > w Ix > w cacao J a J a J a J a a � z m N N N N N N w M O N O 00 r H O O O O O O C LA M N e- O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES do - ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 111_30' A OF LEAVITT & ASSOCIATES ENGINEERS, INC. �F 2564 FINISHED GRADE 2564 ......................... ............._............_................_............._.........................................._.... ......................................__................................. ....._.. S+c ..e...... raD _ ... EXI Rau __.... ....................... 2560 :.................... ................ .... ............ ....... ..................................................... ............ .......... _._....._..... ..... ........ ._........_....._......................................_............................................ 2560 _. 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CONST. 8" PVC, SEWER .................. 2556 29.0 LF ®0 4�% 2556 ................_............._� .. _ : �e_P...._mpa�e..��__ � .��..,........._._................W CONST. 8" PVC SEWER ...... ............._. _.. ........._ ......._.__._ ...... 210.3 LF 0 0.609e .......... ___ee._ _ .................... ._.......... ® ......... e. N N O .................e.,em ....................... ............. ... .... . ..�... m........ ...... 2552 ........_...... .._............_....._.................._........................... ........ ._IN 2552 N N co rM to z M MLf) � M cCF— tM N N O.. �. ,......_ I ........................................._........_.._....... N O _w._..w....._....._. _,,.,.......... �.. _......... _........ ........................_. o0 W c0 i. �Q zw to C4 2548 N~Q:? oQ+�v� �� I NZ Q+°vz H O 2548 NF-�> — N > c�W Z Q.. > > > N Z Z z Xz SEWP*R LINE B w€w r7 r7 (DU-) il- Lo 0) N N 0) co (o (o c N N N N N N 4+00 3+00 2+00 SCALE f:coyzwd'ill 11101 0 20 60 10 30 90 VERTICAL 0 2 6 1 3 9 HORIZONTAL: 1" = 30' VERTICAL: 1 " = 3' VJ � wU �Z Q � U I� OX �W �W Q �Z r z >W Q W J ftj Z � � Z� Ic co O LoIt 00 M(3) co M 00 I � a� 0 N_ a X a a `L Z O 0� M t- N LU W C U) 0- co 0 N w N0 M I r-a O ® oy6 p_ O O 'v Lo O u. 4 V L d o Z co 6®- o wr \`�� p u .� N �N a �.� •OJ 0 Ow cow QO W ca wp Zw J CL wo WZ 3: Q WZ Q J O O co iu ti .a O E p 3 ch Z a. z Z 0 c" co t� � j za0�. N W o O cn = w H M 00 0UZON z > > Q 2 z 'S a W � OC Qco ~ ,,^^ w V/ � N `� W W � 0 o a r W Z W �� U 020 C-1) 55v-Q = 0 Z (L cr- 0 0 0 w I- W w J U) W U Z Z > 0 oc a w w 0 _ v7 z a Z 0 a 0 o CL a O z w w H w a a -' m a z a cl) a�- O 0 O 0 0� LL W W w w w o o > > M W w a w S O w Q R a > Wco — ir W M �an.aaz00 JIL J J J N N N N N N W O O O O O O Z THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1"=30' 5 OF LEAVITT & ASSOCIATES ENGINEERS, INC. 0 20 60 10 30 90 SCALE: 1 " = 30' WATER KEYNOTES INSTALL 11.25- ELL (MJ) O Q2 INSTALL 22.5' ELL (MJ) 30 INSTALL 45' ELL (MJ) ® INSTALL 90- ELL (MJ) O INSTALL 11.25' ELL (MJ) AND 22.5- ELL (MJ) © INSTALL 8" TEE (MJ) W/ 2-8" GATE VALVES O7 CONSTRUCT 8" C-900 WATER MAIN 5.6 LF ® CONSTRUCT 8" C-900 WATER MAIN 9.6 LF O CONSTRUCT 8" C-900 WATER MAIN 14.2 LF 10 CONSTRUCT 8" C-900 WATER MAIN 18.2 LF 11 INSTALL 8"x8"x6" TEE (MJ) 6" GATE VALVE (MJ) 9.9 LF 6" C-900 AND FIRE HYDRANT PER MERIDIAN STANDARD DRAWING W8. 1© SEE SEWER NOTE 1 SHEET 2 1© INSTALL 8" TEE (MJ) W/ 1-8" GATE VALVE 14 CONSTRUCT 8" C-900 WATER MAIN 8.0 LF 15 CONSTRUCT 8" C-900 WATER MAIN 6.7 LF 16 CONSTRUCT 8" C-900 WATER MAIN 9.3 LF Q INSTALL 90- ELL (MJ) W/ 1-8" GATE VALVE V/ wU r O �p O M � O M 0° Q O 20 N aQ �LL Zo o� � M I- m w° M O CC N ar .s LLw N0 MT. r-a m ® w m 91- ®"1@'` W e ° U J Y ®e O 3 O Q C C m ow D O 0 Q p r N o � N > O 0 O O Z C6 r' s O = O z .n 0 J C lU �z Ym U L U J O a �m Z O V� t= Z Lf) QW 04 �. =Q a O O M 00 oUZON = w _ .-. 0 O w U �Q N 3 ° Zto () W w � cc T- 02 z O v Q 2 per- Z CL Q C] O C7 W W w co J UUJ Z Ir Z > Ix Q w 0 w O z to a v v a O z a Z a w z W !w- W Q a o w M z a R _D Q F- O O O O0 U w U W W; W> w O O O 0 w a w Q O � w - � w o: > w It J J J J Q. o} �aaaaz00 *CONTRACTOR TO FIELD VERIFY HORIZONTAL & VERTICAL qrl N N N N N N w LOCATION AND NOTIFY ENGINEER IF _ 4 e- 0 O O N N O O H DIFFERENT PRIOR TO CONSTRUCTION. n M M N N O 0 0 0 0 0 0 � M N o Z THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 191=30' G OF LEAVITT & ASSOCIATES ENGINEERS, INC. V 0 20 60 mmmmamw 10 30 90 SCALE: 1 " = 30' CUT/FILL SUMMARY CUT (UNADJUSTED) 3537.81 CU. YD. FILL (UNADJUSTED) 2355.54 CU. YD. NET (UNADJUSTED) 1182.27 CU. YD. <CUT> 0 VJ U � W I— Z Q — UU) O OC 0)W fAW Q 06 2 >W Q W J O LnI (p O M 0 co 0� aco 0 O N d X QLL Z O �co OM � M W M i' O U� N �w N0 M 2 r-a I 44 m. �. V_ /q C r O W O R a 3 .� W m•> •o ID ow O ,` � D O W J O Q O Z Q J CL 0 Z r N m e- O O O d ti 0 zfn a rL Z O c%i Cl ccl U3 Z Q 0 q cn Q w o F- H c0 w0co M 00 _— w _ �Q oH�cc O p w V) N Y � 3 � ow< W C = U o 2 Z U cl) Q 2 o ZCL CC Q O O w z U Ir a Z a c�W5w5Wo� W w LU Q z w U) o Z W U w 0 w w Ir O0 Q F- 0 a w Z w v w w J > O a a Q a U. D Z O a oEEZE W fii Z O - W w w a a.o.ac.z N N N N N N W Q O O O O O O Lo THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES b' M N � O Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1 „_30' 8 OF LEAVITT & ASSOCIATES ENGINEERS, INC. a z J I Q 3 W 0 z { 29 70 _..............___._W_ W POND SCONE LN (PRIVATE) 0 20 60 10 30 90 SCALE: 1 " = 30' STREET LIGHTING 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL. MERIDIANCITY.ORG/CITIZENACCESSZ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS AND 2' MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. o N0 wU 00 pro v v N N 0 a Q �W � � a LL �W Q Zo Q U ::) �Z _(0 r � � m F- M _Z /w wo CCto Q �c co W N J � � LLw �z MN �d LO o� 4) � o�m= - o� J� , p� o •- -O Q � =m ;mca cx �m m> ;;'mac o� L d Om R L al C �Ovl Qp N o � N >O z d Q 0 � O O co a� ti E i� z V z ° l..� a z ri a�°i m Y U L U w J a w ;m m o J dm z N C0 zQ( tW= O Mti w CO 00 oUZON _— w _ �Q c �Q<00 O: O w Cl)�N w w o O�a Z � V02 O C-' a= rk z a Q 0 0 0 CD 13. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �e . . . . . . . . . —:Uj .. - ................ . _ ______.,, _ _. — — vL r 17 _ — — — — — — — — — -- —I,-," VL VLT W W LU F- F- Q ................ ................_.. „ � a w — O w — 0 _. :—:., a_,,,,e.._ _ .. ...........______._ ICMILLAN RD a z U U a 0 — zww°ccc Q CL O .. ................ _.. ........... ��.��� ........ ................... _ ........................._..... _......................_..... � w U w .... ........ _................... . _.... ......_.._...... , �..... 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