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Home My WebLink AboutLarkspur z LARKSPUR SUBDIVISION DEVELOPMENT PLANS 1-� o a A STREET LEGEND LEGEND GENERAL NOTES WATER NOTES (CONT.) VERTICAL OR ROLLED CONCRETE CURB, - - - - SUBDIVISION BOUNDARY W 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE 9. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER SCHEDULE 80 WATER CLASS GUTTER AND SIDEWALK TO BE CONSTRUCTED - - - - PROPERTY LINE A CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS, AND/OR THE PIPE WHEREVER THE SERVICE LINE CROSSES A SUB-SURFACE STORM WATER DISPOSAL ray --- LOT LINE STA 2+60.41 ELEVATION CENTERLINE STATION (UNO) CENTERLINE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT, MODIFICATIONS TO THE FACILITIES (I.E. SEEPAGE BEDS). TBVC 67.79 DESIGN TOP BACK OF VERTICAL CURB - - - - PROPOSED RIGHT-OF-WAY LINE ISPWC. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE - - - - - - - - - PUBLIC UTILITY EASEMENT 2. ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL ATTEND A TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. STA 6+45.01 ELEVATION CENTERLINE STATION TBRC 69.40 DESIGN TOP BACK OF ROLLED C U(RB LINO) -S 6S as PROPOSED 8" SEWER MAIN ROPOSED 6" SEWER SERVICE PRE-CONSTRUCTION CONFERENCE A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL EXISTING W. OVERLAND RD. E. OVERLAND RD. -4s-aS-aS-as-aS- PROPOSED 4" SEWER SERVICE START OF WORK. SERVICE CONNECTIONS PER STANDARD DRAWING 7.08(W). 3. TAKE ALL LOT DIMENSIONS, EASEMENTS AND CERTAIN OFF-SITE EASEMENTS FROM THE 12. SECURE AND ANCHOR ALL TEES, PLUGS, CAPS, BENDS, AND OTHER LOCATIONS WHERE CATCH BASIN TO BE CONSTRUCTED -aw aw aw PROPOSED 8" WATER MAIN W p PLAT OF LARKSPUR SUBDIVISION. UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING AS SHOWN ON STANDARD -sw-sw-sw�w-sw- PROPOSED 6" WATER MAIN co -ce-ce-ca-ca- GRADE BREAK -zw zw 2w PROPOSED 2" WATER SERVICE LINE E"t c 4. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE DRAWING 7.09(W). -GC-cc-GC-GC- GRADE CHANGE -tw-tw-Iw-tw-tw- PROPOSED 1" WATER SERVICE LINE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. C•u•7 1000 GALLON SAND/OIL RAP a-PI -PI PROPOSED 4" PRESSURE IRRIGATION A E. CALDER R 2-PI 22-PI PROPOSED 2" PRESSURE IRRIGATION p 5. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR o r---------------� i 1/2-PI PROPOSED 1 1/2" PRESSURE IRRIGATION COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE < I -- I-PI 1-Pt PROPOSED 1" PRESSURE IRRIGATION �..I 0-- I =====------=====kSEEPAGE BED -EP-___-{_P____-EP- PROPOSED EDGE OF PAVEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSRUCT10N AREA. o I ---2SD 2S--- 2SD -- PROPOSED NEAT CUT LINE 6. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM o �_______________� -tzso-tzso--- PROPOSED 12" STORM DRAIN REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS SEWER NOTES v~i ¢ SITE x-- x---x-- EXISTING FENCE Z _ -TB s Te EXISTING TOP OF BANK p MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS EXISTING DITCH FLOWLINE SNOISIA�2I INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS OF ITEM #6 AT THE REQUEST 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF w 2w zw EXISTING 12" WATER MAIN OF THE APPROVING AGENCY AND/OR THE DESIGN ENGINEER. MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS AND/OR THE ADA COUNTY m tos EXISTING 10" SEWER MAIN 7. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE HIGHWAY DISTRICT MODIFICATIONS TO THE I.S.P.W.C. vS 6PIRR EXISTING 6" PRESSURE IRRIGATION MAIN WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL 2. APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE PUBLIC Ec EG EXISTING EDGE OF GRAVEL EXISTING UTILITIES BEFORE COMMENCING WORK, THE CONTRACTOR ASSUMES ALL WORKS DEPARTMENT AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL VICINITY MAP -EP EP EP- EXISTING EDGE OF PAVEMENT RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK --TOE ----roE ----TOE - EXISTING BANK TOE O LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL DIGLINE, INC., IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE APPROVED CONSTRUCTION N.T.S. u EXISTING OVERHEAD POWER o -UP uP UP EXISTING UNDERGROUND POWER U w 0 48 HOURS BEFORE COMMENCING ANY UNDERGROUND WORK, 342-1585. PLANS AND STANDARD SPECIFICATIONS AND DRAWINGS. -------- 2627 --- EXISTING 1 FOOT CONTOUR J I-- - 0 8. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE 3. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, Cam) EXISTING SEWER MANHOLE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (8) PLACING OF ASTM D-3034, UNLESS OTHERWISE SPECIFIED. ALL SEWER PIPE SHALL COMPLY WITH EXISTING SIGN �I N N AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. APPLICABLE PORTIONS OF SECTION 4.1 OF THE CITY OF MERIDIAN STANDARD Z2, EXISTING UTILITY POLE � I o WORK DONE WITHOUT SUCH APPROVAL DOES NOT RELIEVE THE CONTRACTOR FROM THE SPECIFICATIONS AND DRAWINGS. • EXISTING TELEPHONE RISER RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. 4. LOCATE SERVICE LINES TO THE POINTS SHOWN ON THE DRAWINGS OR AS MARKEDCONTRACTOR BY r 0Nr0 EXISTING CLEANOUT w w 00 j v) EXISTING GAS MARKER Ll� 9 TO SECURE AALL T RIGHT-OF-WAY WAYT COIN THE PUBLIC NS RUCTION PERMIT RIOMTACHDWAY AREAT LEAST EQUIRED THE TWENTY WITH ENGINEER C CITY IN THE OF MERIDIAN STANDARD DRAWINGSLD. MARK AND UCT SERVICE 71(S) AND 71ES IN.17(S). ACCORDANCE THE SERVICE `�W� EXISTING WATER METER W U) 0 O 0001 FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. MARKER SHALL BE IN PLACE FOR THE FINAL INSPECTION. SERVICE LINES SHALL EXTEND p O c 1 0 10. THE DESIGN ENGINEER SHALL SUBMIT RECORD AND ELECTRONIC DRAWINGS TO THE TEN (10) FEET BEYOND THE RIGHT-OF-WAY. SEWER SERVICE LINES MAY BE A MAXIMUM EXISTING STORM DRAIN INLET S w zoo "N PUBLIC WORKS DEPARTMENT AS PRESCRIBED IN SECTION 1.2.J.3 BEFORE FINAL FIVE (5) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY A CITY EXISTING TREE W Y N APPROVAL IS GIVEN TO THE PROJECT. ENGINEER. W 11. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY THE CITY S. THE PUBLIC WORKS DEPARTMENT WILL INSPECT ALL PUBLIC SEWER CONSTRUCTION O 0 x ->S=- ■ EXISTING STREET LIGHT W � ro O 4 ENGINEER OR HIS AUTHORIZED REPRESENTATIVE SHALL BE USED BY THE PROJECT WHETHER WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENT. THE CONTRACTOR WILL NOTIFY PROJECT LOCATION O PROPOSED SEWER MANHOLE Q z 2 CONTRACTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE "APPROVED FOR THE PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO START OF PROPOSED STORM DRAIN INLET 0- CONSTRUCTION" STAMP SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK CONSTRUCTION, AND AGAIN TWENTY-FOUR (24) HOURS PRIOR TO POURING CONCRETE ® PROPOSED DUAL SERVICE WATER METER (LINO) W ORDER. COLLARS. MERIDIAN ® PROPOSED WATER VANE 12. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION BEDS 6. MAINTAIN GROUNDWATER LEVELS BELOW THE BOTTOM OF THE TRENCH DURING THE PIPE 1t PROPOSED FIRE HYDRANT LAYING AND PIPE JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND [•"•7 PROPOSED 1000 GALLON SAND/OIL TRAP CD DRYWELLS) AT LEAST 25 FEET FROM WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND STORM DRAIN FACILITIES THAT BLOCK 1 BLOCK # 13. QUANTITY AND PLACEMENT OF STREETLIGHTS ARE CONTINGENT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE LOT 19 LOT # UPON THE ELECTRICAL DESIGN BY IDAHO POWER COMPANY. THE ZONE MATERIAL SHALL BE THREE-QUARTER (3/4) INCH ROCK CHIPS UNLESS FF 26.50 FINISH FLOOR ELEVATION ELECTRICAL CONTRACTOR WILL BE PROVIDED A STREET LIGHT MAP OTHERWISE APPROVED. BY THE MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENT, 7. THE ADA COUNTY HIGHWAY DISTRICT WILL INSPECT THE TRENCH ABOVE THE PIPE ZONE TIC 26.11 TOP OF CONCRETE ELEVATION WITH THE ISSUANCE OF AN ELECTRICAL PERMIT. IN ACCORDANCE WITH CURRENT ACHD STANDARDS. FL 25.93 FLOWLINE ELEVATION 14. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED 8. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. LIP 24.30 LIP OF GUTTER ELEVATION CONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE 9. CONSTRUCT SANITARY SEWER MANHOLES IN ACCORDANCE WITH SECTION 4.3 OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS 7.21(S), 7.22(S), BOW 26.8 BACK OF WALK ELEVATION CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR 7.24(S), 7.25(S), 7.26(S) AS APPLICABLE. ADA COUNTY /- AC 26.54 ASPHALT ELEVATION USE IN THE PRODUCTION OF RECORD DRAWINGS PER SECTION 1.2.J.3 PRIOR TO 10. THE CONTRACTOR SHALL TEST ALL SEWER LINES IN ACCORDANCE WITH SECTION 4.1.0 FINAL APPROVAL OF THE PIPELINE INSTALLATION. OF THE CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS. N.T.S. 15. TOPOGRAPHIC SURVEY PROVIDED BY TREASURE VALLEY ENGINEERS, INC., NAMPA, 11. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE CONDUIT IDAHO. WHERE SUBSURFACE STORM DRAIN WATER SEEPAGE TRENCHES ARE ENCOUNTERED. TEMPORARY BENCHMARK 12. THE HORIZONTAL SEPARATION OF WATER AND NON-POTABLE MAINS SHALL BE A MINIMUM MAG NAIL / OF TEN (10) FEET. WHERE IT IS NECESSARY FOR NON-POTABLE (SANITARY SEWER, ELEVATION 262311 ; STORM DRAIN, AND IRRIGATION) AND WATER LINES TO CROSS EACH OTHER, AND THE �gy f E. CALDERWO D DRIVE NON-POTABLE LINE IS LESS THAN EIGHTEEN (18) INCHES BELOW OR ABOVE WATER MAIN, y- aow w- own- THE NON-POTABLE LINE SHALL BE CLASS 200 ASTM D-2241 PVC PIPE WITH WATER-TIGHT JOINTS, OR EQUAL CONSTRUCTION, FOR A DISTANCE OF TEN (10) FEET ON ROADWAY NOTES BOTH SIDES OF WATER LINE IN ACCORDANCE WITH SECTION 550.06 OF THE IDAHO u� _ _ _ _ ii _ RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). IF TI EIE 1. ALL CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE 2003 NON-POTABLE MAIN CROSSES ABOVE THE WATER MAIN, AT LESS THAN 18", THEN THE 1 0 11 \ I \ \ I EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXEMPTIONS NON-POTABLE MAIN SHALL BE SUPPORTED IN ACCORDANCE WITH IDAPA 58.01.08.550.06h(v). TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED, UNLESS / \ AND PREVIOUSLY APPROVED IN WRITING BY ACHD. ONE FULL LENGTH OF BOTH WATER AND NONE AS FAR LINES SHALL BE CENTERED AT THE n + o u I ❑ ro I ^ - \ �\ \ / I C SPECIFICALLY N CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. 2. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAYS. IN LIEU OF CONSTRUCTING OR RECONSTRUCTING THE NON-POTABLE TO CONFORM TO WATER - MERIDIAN PUBLIC WORKS WILL INSPECT PRIVATE ROADS, PARKING LOTS AND OTHER MAIN STANDARDS, THE WATER LINE MAY BE SLEEVED IN AWWA C900 CLASS 200 PVC FOR PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. A DISTANCE OF TEN (10) FEET ON BOTH SIDES OF THE CROSSING. 3. SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. 13. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE USE "CLASS 200 WATER TO NATURAL GROUND oz I P TO SUBGRADE OR TOP OF PIE , 0 j' +_ °° ` ", s �&r- m v 4. ADA COUNTY HIGHWAY DISTRICT WILL INSPECT AND APPROVE ALL STORM DRAINAGE I' � J_ i'p �- IMPROVEMENTS. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. ^ I� \ �, I : �I o-, t3 0 SERVING PRIVATE ROADS, PARKING LOTS AND OTHER PAVING IMPROVEMENTS OUTSIDE 14. THE CONTRACTOR SHALL CONDUCT A TELEVISION INSPECTION UPON COMPLETION OF THE PUBLIC RIGHT-OF-WAY. THE SEWER LINES AND PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL 5. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT ACCEPTANCE OF THE SEWER, PER SECTION 4.4 OF THE CITY OF MERIDIAN STANDARD 7 A ¢ I \ r / C \\\ �� It CONFLICT WITH ANY CONCRETE CURB AND GUTTER, VALLEY GUTTER OR SIDEWALK SPECIFICATIONS. 6] _6s to Nv I II IMPROVEMENTS. Q � to .�I O ° �✓ Lam_ I I \ � � � � `"� PRESSURE IRRIGA71ON NOTES64 1. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WATER NOTES WIDE, METALLIC RED IN COLOR, WITH THE WORDS DANGER-UNSAFE WATER OR NON- F- \ POTABLE WATER CLEARLY MARKED ALONG THE LENGTH OF THE TAPE. PLACE THE < TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES 1. CONSTRUCT THE WATER SYSTEM TO CONFORM WITH THE STANDARDS SET FORTH IN THE NABOVE THE TOP OF THE PIPE. "IDAHO REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS", THE CITY OF MERIDIAN 2. ASSEMBLE AND INSTALL ALL IRRIGATION RISERS AND BLOW-OFFS IN ACCORDANCE WITH I I I - - STANDARD SPECIFICATIONS AND DRAWINGS AND THE ADA COUNTY HIGHWAY DISTRICT \ \ ^\ > \\\\ IN THE CITY OF MERIDIAN STANDARD DRAWINGS 7.32(PI) THROUGH 7.35 (PI) AS MODIFICATIONS TO THE I.S.P.W.C. APPLICABLE. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS p a O \ \ 2. ALL WATER PIPE AND FITTINGS SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION CARRYING THE WARNING DANGER-UNSAFE WATER (OR EQUIVALENT) 3.1 OF THE STANDARD SPECIFICATIONS AND DRAWINGS. WATER MAINS SHALL BE AWWA 3. LABEL ALL VALVE BOXES AND VAULTS WITH THE WARNING DANGER-UNSAFE WATER OR O� I I _ _ � m ' I I � � � • � � EAEz Ez C-900 OR C-909, CLASS 150 PVC. NON-POTABLE WATER (OR EQUIVALENT), AND LOCATE THEM A MINIMUM OF TEN (10) I a ° \ \I 3. FIVE (5) FEET OF COVER SHALL BE PROVIDED FOR ALL WATER MAINS LOCATED IN A FEET OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. ° 1 ,. - i 0 SECTION-LINE ROAD. FIVE FEET OF COVER MAY BE NECESSARY FOR SOME 4. THE HORIZONTAL SEPARATION OF WATER AND NON-POTABLE MAINS SHALL BE A MINIMUM ZI , I 1 - ` \ i �'• MID-SECTION LINE ROADS; SEE PLANS. FOUR (4) FEET OF COVER SHALL BE PROVIDED OF TEN (10) FEET. WHERE IT IS NECESSARY FOR NON-POTABLE (SANITARY SEWER, Q I f� ° FOR ALL OTHER WATER MAINS (SEE UTILITY PROFILES). STORM DRAIN, AND IRRIGATION) AND WATER LINES TO CROSS EACH OTHER, AND THE 4. THE HORIZONTAL SEPARATION OF WATER AND NON-POTABLE MAINS SHALL BE A MINIMUM NON-POTABLE LINE IS LESS THAN EIGHTEEN (18) INCHES BELOW OR ABOVE WATER MAIN, --- -- - OF TEN (10) FEET. WHERE IT IS NECESSARY FOR NON-POTABLE (SANITARY SEWER, THE NON-POTABLE LINE SHALL BE CLASS 200 ASTM D-2241 PVC PIPE WITH ��.�,, _ 95 _ 9 �• ' wm v Rol STORM DRAIN, AND IRRIGATION) AND WATER LINES TO CROSS EACH OTHER, AND THE WATER-TIGHT JOINTS, OR EQUAL CONSTRUCTION, FOR A DISTANCE OF TEN (10) FEET ON NON-POTABLE LINE IS LESS THAN EIGHTEEN (18) INCHES BELOW OR ABOVE WATER MAIN, BOTH SIDES OF WATER LINE IN ACCORDANCE WITH SECTION 550.06 OF THE IDAHO THE NON-POTABLE LINE SHALL BE CLASS 200 ASTM RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). IF THE D-2241 PVC PIPE WITH " N I T_-_I � v WATER-TIGHT JOINTS, OR EQUAL CONSTRUCTION, FOR A DISTANCE OF TEN (10) FEET ON NON-POTABLE MAIN CROSSES ABOVE THE WATER MAIN, AT LESS THAN 18", THEN THE _ _x \ NON-POTABLE MAIN SHALL BE SUPPORTED IN ACCORDANCE WITH IDAPA 58.01,08.550.O6h(v). = --a R --�° m' -�`x- BOTH SIDES OF WATER LINE IN ACCORDANCE WITH SECTION 550.06 OF THE IDAHO X 1 ONE FULL LENGTH OF BOTH WATER AND NON-POTABLE LINES SHALL BE CENTERED AT THE - Ey, - �--- x �•� ' " f �� y � �1• - �� j RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). IF THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. NON-POTABLE MAIN CROSSES ABOVE THE WATER MAIN, AT LESS THAN 18 THEN THE IN LIEU OF CONSTRUCTING OR RECONSTRUCTING THE NON-POTABLE TO CONFORM TO WATER ?) NON-POTABLE MAIN SHALL BE SUPPORTED IN ACCORDANCE WITH IDAPA 58.01.08.550.06h(v). MAIN STANDARDS, THE WATER LINE MAY BE SLEEVED IN AWWA C900 CLASS 200 PVC FOR I - CDONE FULL LENGTH OF BOTH WATER AND NON-POTABLE LINES SHALL BE CENTERED AT THE A DISTANCE OF TEN (10) FEET ON BOTH SIDES OF THE CROSSING. I �' wm� z " o CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE. 5. INSTALL ALL CROSSINGS OF THE RIGHT-OF-WAY WITH PRESSURE IRRIGATION AT A `gym / wR O�h� IN LIEU OF CONSTRUCTING OR RECONSTRUCTING THE NON-POTABLE TO CONFORM TO WATER MAXIMUM DEPTH OF TWO AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C900 PIPE MAIN STANDARDS, THE WATER LINE MAY BE SLEEVED IN AWWA C900 CLASS 200 PVC FOR SLEEVE WITH LOCATOR WIRE. COMPLY WITH THE CITY OF MERIDIAN STANDARD DRAWING w w A DISTANCE OF TEN (10) FEET ON BOTH SIDES OF THE CROSSING. 7.36(PI), THE PUBLIC WORKS DEPARTMENT SHALL INSPECT CROSSINGS PRIOR TO 5. LOCATE SUBSURFACE STORM WATER DISPOSAL FACILITIES (INCLUDING INFILTRATION BACKFILLING. ( ° -j m"` I _THIS 6. PRESSURE - IRRIGATION MAINS MUST BE ALONG REAR LOT LINES. WHERE PRESSURE - \�. - I wa I wn \ BEDS AND DRYWELLS) AT LEAST 25 FEET FROM MAIN WATER LINES. - REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. IRRIGATION MAINS TRAVERSE A SIDE LOT LINE IN ORDER TO CROSS A STREET, THE I 141 mm 6. PLACE N0. 12 DIRECT BURIAL WIRE ALONG THE NORTH AND EAST SIDE OF WATER DOMESTIC WATER SERVICE AND PRESSURE IRRIGATION MAINS MUST BE ON OPPOSITE j �l MAINS AND SERVICE LINES AS SHOWN ON STANDARD DRAWING N0. 7.04(W). SIDES OF A LOT. -1Q - 7. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT TWO (2) WORKING 7. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY (150) POUNDS PER - - - -- ------ ---- --------- - _ SQUARE INCH (PSI) 'NTH ALLOWABLE LOSS IN ACCORDANCE WITH SECTION 3.1 (C) OF ` � %� " j��s"),� co DAYS BEFORE INITIAL CONSTRUCTION BEGINS AND SHALL ALSO REQUEST INSPECTION THE CITY OF MERIDIAN STANDARD SPECIFICATIONS. -y \ s , � o OF WATER LINES AND APPURTENANCES TWENTY-FOUR (24) HOURS IN ADVANCE OF 8, THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS BACKFILLING. E A PROPERLY EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT /� 8. CONSTRUCT, PRESSURE-TEST, FLUSH AND DISINFECT ALL WATER DISTRIBUTION SYSTEMS NTH NAMPA MERIDIAN IRRIGATION DISTRICT PRIOR TO THE PRECONSTRUC11ON MEETING. GENERAL SITE LAYOUT � � h o IN ACCORDANCE WITH APPLICABLE PORTIONS OF SECTION 3.1 OF THE STANDARD FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. '•-' a SHEET INDEX FOR INFORMATIONAL PURPOSES ONLY �„ SPECIFICATIONS AND DRAWINGS. a P. TITLE SHEET Ti SCALE: 1 ° = 100' E- E STREET PLAN (1 OF 4) - E. CALDERWOOD DRIVE R1 q W STREET PLAN AND PROFILE (2 OF 4) - S. BLACKSPUR WAY R2 pa c::) STREET PLAN AND PROFILE 3 OF 4) - S. BLACKSPUR WAY R3 IS cn STREET PLAN AND PROFILE 4 OF 4) - S. BLACKSPUR WAY R4 co STREET DETAILS (1 OF 3) RD1 WW �N STREET DETAILS 2 OF 33 RD2 a STREET DETAILS 2 OF 3 RD3 UTILITY PLAN AND PROFILE 11 OF 4) - E. CALDERWOOD DRIVE U1 w q UTILITY PLAN AND PROFILE 2 OF 4) - S. BLACKSPUR WAY U2 �Cb UTILITY PLAN AND PROFILE 3 OF 4)) - S. BLACKSPUR WAY U3 RECORD DRAWING UTILITY PLAN AND PROFILE 4 OF 4 - S. BLACKSPUR WAY U4 ` UTILITY PLAN (1 OF 1) - WEST LARKSPUR U5 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATIONUTILITY PLAN AND PROFILE a UTILITY PLAN AND PROFILE �2 OF 2) -+ - ASSISTED LIVING CENTER-U6 ASSISTED LIVING CENTER U7 FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, E UTILITY DETAILS (1 OF 2) UD1 TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT �D UTILITY DETAILS 2 OF 2) UD2 RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS PRESSURE IRRIGATION PLAN PH OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. W GRAVITY IRRIGATION PLAN GI1 THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT IRRIGATION DETAILS ID1 VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. r� SITE GRADING AND DRAINAGE PLAN - ASSISTED LIVING CENTER-Cl E NOTES C) 1. SEE SHEET Tt FOR TEMPORARY BENCHMARK(S), ADDITIONAL NOTES AND E--I LEGEND. a Q 2. COORDINATE STREET LIGHT PLACEMENT WITH CITY OF MERIDIAN PUBLIC ElWORKS DEPARTMENT. 3. PAVEMENT RESTORATION/WIDENING SHALL BE IN ACCORDANCE WITH ISPWC SD-806 AND THE GREATER OF THE FOLLOWING SECTIONS: W A) EXISTING ROADWAY PAVEMENT SECTION. Q B) 3 INCHES OF ASPHALT, 6 INCHES OF 3/4-INCH MINUS, AND 20 INCHES OF 6-INCH MINUS PIT RUN. 0 W o o 0 Q � 0 SCALE JO 0 16 m 60 SNOISIAHU ( FEET ) I inch = 30 ft. O O N Q W O H � O J M M till O "NO PARKING" / 'ss 0 o O= r) IRR. DUX SIGN PER _ O O ¢ ACHD STANDARDS REMOVE 44 LFt OF EXISTING CURB 9x� �� p © O o O � �_ CONSTRUCT 55 LFt OF 4' PROVIDE TYPE "P" CONSTRUCT 80 LFt OF 4' AND GUTTER AND CONSTRUCT 62 LFf / �� U) O o ti EJ AND PROTECT-- SAWCUT, TACK COAT AND WIDE CONCRE VALLEY SURFACE RESTORATION WIDE CONCRETE VALLEY _ OF 4' WIDE CONCRETE VALLEY GUTTER Hj W Y J to SAWCUT, TACK COAT AND PER ISPWC SD-708 - w GUTTER PER I PWC SD-708 1 PER ISPWC SD-303 GUTTER PER ISPWC SD-708 r- -==itay.--- -- ...4yow____ w..r w.__ EXISTING GAS MATCH EXISTING PAVEMENT _ -CH 2 w . �. i REGULATOR) 8TATI0N--low- w- ---rovnv-- -.-...row-----._._ _ _. W 3 m z X I! STA1+00.00 = n,iw- - - -row -- ow-------tow -•- ow ... D3 I- --row-- --row---row- r,.fj7- ulr- -...row- --r w- -- ow- ---..low-- ---r s — --row-- ---low ---- - w - - --w... .. ,// �1 Q z O IQ INTERSECTION OF 1+ 0 - 2+00 \ 3+00 E. CALDERWOOD DRIVE 4+00 5+00 LIP I I LIP (25.15f) - - "- D3 23. 4t) 1 J a S. MERIDIAN ROAD - I _ _ I _ .:.I.-. �_ _. .__ _... _ .._-____. .. 24.71t 24.60E z 6+00 �( l R'•+ (HWY 69) AND E. \ - _ _ _ I- ( ) 7I — 8I00\ / W r ' (26.Otf} - - _ (25.60t) �? (25.30t) (25.12t +i _� ...-_ ---- -3 - --T , PO CALDERWOOD DRIVE ___ - __ r I___ [ o (24.94t)- O as - - es? -- as-N -- as ss- -85 ---aS-----o - 8 -.--ss — s ._as - o es` r o ------------ ------ \ Q — a O 11- ^ 52.3'f - _._.. r. - ° ---- ------ z ---- - pl° _ ----.-. - : _ ---------- - --- �------ / o I).. -I lot —6%an ._ ., - 0,7A%: - u 0.90%� a �0.55% Fc fo� 0.4Q% r 0.40% ev rr 0:75%�, '::. r ao p -� k t ro d 0.30 Fp - MATCH EXISTING O : A NNE / ,-� ., t ( �. ._.. � OW �.:: O,W - -.-:�'i.O.t`lal_ _ U W l" _ - � - _ ;-� � n I. � � � \ � � r, •l 4 \ ( 1 fi �� ~N��- __/. .Y_ •?� 2O c -W 1=N _ .. G ..._ GG �� .�- `i ar✓.% — rn N � \;ADJUST O -fin �- =w__ a Z 0 u -_-NN2�-� NS.:�: -� _._ _- � ...- � - . I[7GC,+'GG � � r.- w =-o a - - N K a:b lk _ cva 5 z oo SEEPAGF� Mao / aM M- o� Q ±off - i SIDEWAL -ciao Nlu NO).P KIN - t � - _ r��: l a o� d vo- - - Ni J ,zj. n . � - ,,!� I { �" - ^;NO PARKING" o r7 3.8 Dx8.5 6 8 �`! N / N n t'> > > IGN:PER_AC - > o o > o 0 0 o SfGN PER ACHD o SEE DETAIL o¢,. + o N x F W A�UND GA <�o ¢ o STANDARDS a o + rn rn + - - - - - so> n N - 1 m -� + I i ru - TJ+NDARDS- \ - - z - _ _ I - a0 N c� w \ tn�o � m� RD1 n ( � a a n�o �ci bo ri .I fIIa I ) + �- ft > a = , to M f N I ^ . N i \.. Q I ^J J.,0 12 1 LOT 1 1 1�_ � `1�1 i�; LOT 1 / s .� I ,< y 0 ft SEE SHEET � 5 FOR I rn - a I N % I TYPE P $TRIAN (L SIDEWALKrALONG � '1 LAWN ( � r� --- was-1 s - , I R C�SD-712C t` I � � TIDE "C3" PED IAN W MERIDI N RD. / �ILr�r�� 'C3" PEDESTRIA z Go`, C)RM' �E%ER ISPrWC SD-712C > o I \ PLACE j m (RAMP TYp 2PER ISPW PLAC SC I �� (TYR. 2 P ACI`S) 1 ¢ o ) STOP SIGN ¢ ) IS L wN 1 - - t -dL (n E�SH R2 OF R T U�AIT— I • a�� '� V) rJ T ]' w V I I I' /'�\ 6>y STREET PLAN o o SCALE: 1"=30' �y tom o 2 U lNm V N F ti o • o w � d .n p X•r o � o J CD d a co �o z ti A � p to cam � WC5 py O w c,--r a RECORD DRAWING Cn pp THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION N I a FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, U TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT o RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS W OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. � E--t L/] Z � NOTES O 1. SEE SHEET T1 FOR TEMPORARY BENCHMARK(S), ADDITIONAL NOTES AND LEGEND. a A 2. COORDINATE STREET LIGHT PLACEMENT WITH CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. iJ 3. NOT USED. co 4. 8-INCH THICK COLORED CONCRETE PEDESTRIAN CROSSING WILL BE W CONSTRUCTED AFTER ASPHALT INSTALLATION, THUS REQUIRING THE vv�� ASPHALT TO BE CUT. COORDINATE COLOR WITH DEVELOPER A C is 5. ADA RAMPS SHALL NOT EXCEED 1:12 SLOPE. THE CONTRACTOR SHALL SIZE RAMPS TO MEET ADA STANDARDS. SCALE 30 0 15 JO 60 ( FEET ) N 1 inch = 30 ft. n to N Sa-_ F W H �E N F z q. 1 C INUq� - \ 4 - - - SNOISIAM \ D3 rc`1 J 7> • 4S- •' '! nccow; \ JSS, �. ro?p• 0` I o� t0 M N O :�� ' 1Y �+ N O ` 04 O xd .; I ?p• am o-i J o0J _ J.- O N c H M O SEE SHEET 1 FA 0 �i ATION \ Z ^ W 17 x �, o �z a . N a 3 a 'a 0 0 I°' o ' /s: f 11 P4 D Q O O 0 of i II I \ a x I N 00 m N + JN + JN O M IA O Z x \ ' \ •i a LL � � �Q CD dI+ O pn P ^ op N O M O M c0•t a o$ cD OM .. OO in N n0. M' a + -1 (t) � a Oa `L' -I fD aNT� MU + JN NO M NM2 \ \ 0y / \ N �I O � W v : i \ • �N p� to<O ° I 61 J (n N !L + MN NNm ¢ p�7 O M C14^O t t0 1r5 �i � J W 1T N +N 4-.• I ). N Z F- I- W U F- to O (n F-I U + N tp W ° y� \ - rn I W +N 3 +N °t^W° OUZ a � NU aM�. Fn aOd' + J^ +UO 0 y n\ OOD\ \ O 1 ''� O Z X a0 � ,o N N e ' N N oo a0>c� ~ '- m� W trim II- np� ao3 a�a y rn N J 1 W m O Q F> Fd-p>pK af�g D3 aK Q Fp>pw fAna W (nN N~ N (n NF-� fn �F � �N'1� f~mC�J i-. / /\ ^ N3 \ Q 2 3 N F y W P-O X x N F-X —X X f2 X v'1. X XtX % X-(n rt9-X X X X F j j \ / P4 Z L� rl P. :� : : , vw! 8W BW 8W_ -1-85/.. 8Yl —8W ° ..r4F1'%a.. BW aW 8w 8w 8W 8 - 8W-0.857 aw 8w 8w _ \ 1 1 3 0 4 STA 5+19.45 0o N t- W 8uVo 6w 0.4C� 8w� \ N \ q NI I NI p N I 7 NI Z TBRVC 27.76 r :� °o°°oo• I r f� / \ H \ I r< 1 c� ` . ; II 2, 00 _ —1 3+0o S. BLACKSPUR� m'b _ 4+00 _ 5+00 6+00 —� - - I- ZESTR4am I-- �-- - I- win \ \ E3rIa5 >�S 85 85 rf' -- SS 8S 8S-�� .•�.3»-P� 8S 5—� - -85- -SS T —8 0 8 �-85 —8 O 8 $S-� —8 �e- , iai oo ` RAMP P R, ISPWC SD-712C 25' MIN. --- -----N�-------_L---- N 000 STA 5+43 5 ^ a rx M oN n v 000 `� > 0.85% (TYP. 2 PLACES) I ^ �- o a°a TBRVC 27. 0.40� ` { in \ � x _ _ i SEEPAGE BED # 3 o H M a I I HO\\\x..�_ \ 8 0 o I _ 1-NI o a w I o n o o T c�n •° p F d•x 8'Dxi 6'Wx130'L m • .. °'b,I` a o o cV \ -1 'k�\ I M O G9 OIL ON d0 7, , dt0 d' W' I dui q'nz a W v O p a 3 SEE D TAL 7 Io MmN FAN OMN "� oN m I `r I N= 67PI 6-D 6-PI 4PI-8 6-PI-r1-6-PI--- 6,P1 6-0 k PI W 6-PI 9�EL"I -'PI- _6-pl_I �J, a• mNU a t5p� OhU OhfU �o I ro \b � J x + + • N `- "' NN N MN ti NU I" o I No I I n RD1 a N o � Um `�OZM roM rn �� o �� N �� + I 20' ACCESS R o I \ I >I ow 0�6 �l �n> a. to o o > / I N g N M N + -1< <o I SEE DETAIL 7 x P d pppp a n a ao }� 0 0 o i U a t� vi o I� \ r n Fp a a� Ma- OIL Oth dlna K •p d pimp zap KKK •t nMN a i \ O N O N a ^W�/ �. F W N to O II N t[ N�F O - \ r- t,,,��''#^''yy�y QI7 N n 4> m �> N M �J I <t- I .}. N + I N.N - - r M M O I I r m I UN.O. . SEE SHEET R1 F R Q Cx a a _ Cm) o 20' -' \ \ i I I I O O O N 3 O N �� ''F'Q 1 . N J- \x O _ _ _ - -� —Id-9 Id-9 Id-9 Id-9 ' Id-9 Id-9 Id-9 �° . � i fi � ) 6 *(nOF 4' WIDE < I I o ei el s� ei��Al q/ 1 C 0NCRFyfiE VALLEY GUTTR j et. ? h// A _fl PER IS WC SD �0 �\ n- I O B O N •, � . . .--..- •-.._-- ... _. ---'.-�=fft^ iX. ,._vt•�' _ FII -'-�1 '-i=EIL �.. __ - _ ✓I-_, q._ n. . I I 1 --- __--_.-. _-X STREET PLAN � o � o SCALE: 1"=30' p ti cQ' % n 1� 2632 2632 ti 2631 0 D O o -- -- 2631 oho NY aZ W 2630 ± 3 w o a 2630 y Fm +m MU O O 2629 —— - 3 0 +� — — — — — — — F-2629 F u-o o PRO SED FINI H F a 0 o n GRAD AT CENTERLINE N o F 0 \ / 2628 ----- ---- z�--ao ---+ -- -- - _. -- —Z 2628 F z + a —-- -- — _ _ _ — 41 .40 F 2627 y o 2627 U a _ N< N 0.85 • _ — — 2626 _. 2626 ta' —O rl N a O 2625 y 2625 '� 0 .- — - --- — APP XI 7E—€ Ill G - - -N LL 2624 z GRAD AT CEN RLI E M 2624 v N PRO SED 12 H 2623 N PVC STORM DPVC STO M D AIN� _ W-— W 2623 2622 0 F N 2622 PRO OSE 12" DIA. 2621 N v PVC STORM D AIN �� y`, 2621 W zszo — — - — -- — — -- — ---- -- - 2620 a — v> � o � 2619 -- -- ------ ----- -- — --- -- 2619 oP� S �P V 2618 2618 2617 2617 2616��— 2616— 2616 —— a 2615 2615 ^ 11 C 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 W - ; F O P" STREET PROFILE G1+ " w E-•' a VERTICAL SCALE: 1"=3' t-•a HORIZONTAL SCALE: 1"=30' zto • � a•' � ca� a E"' U z� a RECORD DRAWING " w � � THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION A'-I f7q a FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, N TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT CJ] c0 PEA RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. W E-+ THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT W VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. Ft E- C/2 -4- 1 4-1`I 4-PI 4-PI 4-PI 4-PI 4-PI— NOTES H =12IRR • i21 R 1 2IRR— 1 R 2 R 7 IR —121R '-121 R' 121R — 1. SEE SHEET T1 FOR TEMPORARY BENCHMARK(S), ADDITIONAL NOTES AND a -- ------� r--- --- --------� r ------- r----- LEGEND. H Q I 1 I I I I 1 1 2. COORDINATE STREET LIGHT PLACEMENT WITH CITY OF MERIDIAN PUBLIC \I I I I I I WORKS DEPARTMENT. a I I I\\I I 1 1 1 3. NOT USED. I I I I I I 4. 8-INCH THICK COLORED CONCRETE PEDESTRIAN CROSSING WILL BE I I \l�° I I CONSTRUCTED AFTER ASPHALT INSTALLATION, THUS REQUIRING THE W i \ / I LOT 12 I i OT 13 I I LOT 14 1 \I 1 LO ASPHALT TO BE CUT. COORDINATE COLOR WITH DEVELOPER. Q 5. ADA RAMPS SHALL NOT EXCEED 1:12 SLOPE. THE CONTRACTOR SHALL LOT 11 \l' I I I SIZE RAMPS TO MEET ADA STANDARDS. I I I � I I I I I I I I I I I I I I o in z I I W \ 06 SCALE \\ \ \ i I - C4o i i� No 4 i 1 i IF Q o \ \ \ \ I I a�< I ITnNm I I Q LOT 0 \\ \\ \ \\ \\ I L----I ~�� L ---I D3--i I---1 W 5 \ \\ \ \ J \ Z STA 11+ 2,30 1 inch FEET 0 ft. // \ C / v.� Sw a 8 T81J° a - - o aw Z \ J� \ BOW 29.16 ^ ° TA 10+82.62 PC \ `\ //� rs W I N 12+00 �j ? �I� SNOISIA32I TBRC 29.29 w �\\ 1��RADE BREAK `p `\ ° `� ` Fp V- / S 8S NSS BS--�ry S -8S O 0.81% a 0 / LOT 9 -r== =_ _ :L_r= =`___ - N 0 MWk- O 1022.0 \x� r 55° ji --� BOW 29.36 N I N Z N .r7 I I wNmM n / Ld rn�c1 O 0) J % \` cA \`� STA 10+29.25 PT �4 �� / / j ?� N I \ a Z 3 ON TBRC 29.08/ s J� Lj STA 10+82.62 PC �• I I Y _ GRADE CHANGE // / o N ./ /� /" 0 �`\GRADE BREAK I I W m O Q 1e �. a'e Ta a / s Q L T 3 O Z -rt rt x ,f ra- max. s .._.x \__ I I 4 A z = t N 11 1I `v/ s i \\ ` ST 1o+70.b�7LOT _I_.-I�W._ — x x% \ 4 m 82.0 R W _J t� 1 SEE NOTE 5 �� ti `\ BbkV 29.34 1 (TYP. 2 P�A&S) a STA 10+\.25 PT\\ \ < TBRC 29.0,$., ` `\ \pxp0/ \GRADE CHANGE `\ \ °° In 8W BW-G-8W i g5 °50`000° \ _ 9+00 - g5�% °O ° \y <` TA 9+79.04 \` ti �8s` -p�� - An h0 ° \ i� \ 0' R \\ N /`�s eS /$222EEE NOTE \4 28.96 `\\ LOT ' STA 9+16.07 22.0' R 1 \ \ ! I I I 11 1 BOW 28.68 1 1 LOT h `' LOT 25 1 1 1 i I ( LOT 26 1 1 LOT 27 STREET PLAN p� SCALE: 1"=30' �' o � \...Pc a ti 2633 F < 2633 RCn `� W� 2632_ — — -- .-to Z_ a� 2632 -7 R N m--- —'Z Oi w in of 2631 APP OXIM TE E ISTI G oK� -+0 2631 o 2630 GRADE AT CEN RLI E- - - - _ 2630 2629_ _ - - - - -- N — O --- 0 46% 2629 2628--Z --- - - - O ROP SED FINI — �� Z-2628 2627 F GRADE AT CEN RLIN N _ F 2627 N 2626 -F ---- -- -- _2626 2625-U - - -- -- - -- O 26251�2624 C V 2624 6 2623 - - -- -- - -- -- -- -- 0 2623 o N 00\ o 2622 C4 - --- -- -- --- -- -- --- �-262z 2627 F- 2621 Odd H W 262E 2 W --v) — 2 2620 2619 _- 2618 -- - --- --- W 2618 x El O 2617 -- - -- - - --- -- — 2617 O WOO o 2616 z -- -----------_ _.- - — ------ ------ -- 2616 �" fl. P. 2615 2615 x¢ G 9+00 10+00 11+00 12+00 a � Q' c5 C\2 aa a� acD STREET PROFILE �x H 4 VERTICAL SCALE: 1"=3' RECORD DRAWING 124 HORIZONTAL SCALE: 1"=30' v, W THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION P4 = q FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, E% TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT cO RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENTW� a �? VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E"-' E n , NOTES p 1. SEE SHEET T1 FOR TEMPORARY BENCHMARK(S), ADDITIONAL NOTES AND E"1 LEGEND. a A 2. COORDINATE STREET LIGHT PLACEMENT WITH CITY OF MERIDIAN PUBLIC PI E.., WORKS DEPARTMENT. Fdj 3. NOT USED. 4. 8-INCH THICK COLORED CONCRETE PEDESTRIAN CROSSING WILL BE W CONSTRUCTED AFTER ASPHALT INSTALLATION, THUS REQUIRING THE r� ASPHALT TO BE CUT. COORDINATE COLOR WITH DEVELOPER. A 6 5. ADA RAMPS SHALL NOT EXCEED 1:12 SLOPE. THE CONTRACTOR SHALL SIZE RAMPS TO MEET ADA STANDARDS. a Icl a¢I aanzi aaizl- izl—a I—aa21 aaiu—aal 1 0I lam—ualal -=� alzr-- amzi—"aaizl—aalzl—aalzl t—aalzl—aaizl �1 - —Ido/b�__Id-Y- —Id. b = Id b— Id b Id-b Id b Id-b Id-b Id Id-b Id-b I� r-----— r----- -- co o a,a /SCALE < � I I I • I 1 :F2 HdW' \o\ w 0 15 so so / II II I 1 I I I I I I I I I 11 111 =��I I I I I I I I I I I I I A o O I 1 I 1 N I I N I I I I N N I I I N I I I I I I I I I I I I I I III IFEET O 1 inch 30 ft. I OZI O SNOISIA32I I to w 00 I I I �MQ I Iv_ JN I I I I I,i --1iN I y .�� \ 1 I + I+ oc0= I I I I _ 1 006 0 nOi � J U)N�N m 0 ' N w N n w O cv0 of¢I�0o Mo INwm J 1-- CON ACTOR,SHALL PLACE O ENGINEEED 'FI L 4O ELEVATE \ \ v' - it w 0 r1 rn J SURRbI�N�ItIG\k4REA AS \ ` s ns -"sty s ° —Ont9" Ms ms me " na - T1PE 11 BARRICADE O _ DIRECTED�Y D�VE�OPER v O'/ °00 �c1 W V) O o p ^ O°° 6\ AT END OF WALK Q ro 00o \ >°° � 15._+..1�00 I,� (TYP. 2 PLACES) p [� O o N 00 \ cq S6 0�jLtl_CKf �e B O" V J O Li.1 LaJ 0 00 3 F-' TYPE III BARRICADE W Y J r 0.40% �/Q 3 - \\��\ 22.0' L s 5 " ° / i s AND SIGN STATING W m z X BROW 27.88 ,�,�� \ z "THIS ROAD WILL BE A z IQ EXTENDED IN THE FUTURE" d 'm w 16.95' L X/ �y y ,-__ ~M�---�- - N9TE 5� _1_� .. .•' � Nrn W n STA 13+06.75 STA @ `/ \ o ro¢ --, I ao �(0 1" m 00 Z TBRC n / a= I(TYP�2 PLACES) I I N n I a n N rr STORM DRAIN A 9/h 22 0 R o w 0 j r) ri co I +0 O PEAK FLOW (0 00 o OW 27.8 4 o �I I �i N 0 j > = '.51/ CFS / Y. \ \ 11 o - 20' WIDE GRASSCRETE i m ------------- j 5 0 ` �- o. ¢ ITEMPORARY TURNA 04 ¢ I Sb 0 F / � I /0 (Sf)LANDSCAPE PLAN ---------------- 5' // / \\ LfS FG It SE60N) I I > STAB 4 P; 89 6} \ 22.0' L I ! j l/ 13 09.68 - 17. R\ \ / M 28.66 I 12GO I I BOW 28.071�1. I / / VRC 43rt}-27.59\ I I I I I 1 I I p TORM DRAIN #3B \\ \ J I I I M I I � I_ : I hN EAK FLOW (Q1OO) \ \\ I I I I I F- I -sb—sb I •II 1-- 1.51 CFS \ \ I I I I/O I STA 12+49.87 C 3 I ,II 3 \\ \ TBRC 28. 7 °' I •II BRC 28.27- \ \ \ I I I GRADE CHAN E 00-0 0 0-- RADIE.CI{ANGE SEEPAGE BED\ SEE S�"ME F R N DFF�91Dx81Y�xz121III \ ---------- I I I SE M E�DTAILe I Ilj RDt � J L--------� STREET PLAN SCALE: 1"=30' ti 2632 oz Q m -- -- — --- — W -- �_- —2632 cq 2631 — ,i---- — 'Z-- 5 2631 2630 w 0 2630 ~ ¢ PROF OSED FINISH 0 2629— �_ _-—— _— —— �_ GRA E AT CEN RLI E w 2629 :40 2628„0 - ------- 7%- — --- -� ---2628 o rq rq 2627 FI _ 2627 2626 F — — - ---- -- —2626 O APP OXIM TE ISTI G 2625 � GRA E AT CEN ERLI E 2625 V PRO OSED 12" AA.. 2624 PVC 3TOR14 DRAIN 2624 � 2623� e 2623 2622 , 2622 W 2621 ~ 2621 W 2620 t=AI —2620LLJ 2619 w 2619 `L �O 0�/ - 2618 2618 zo N CD'm o 2617 _ 2617 2616 d 2616 2615 2615 13+00 14+00 15+00 a co STREET PROFILEVERTICAL SCALE: 1"= ' HORIZONTAL SCALE: 13=30' C> O cn 94 a d+ I RECORD DRAWING x H W � P4 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION W a d, FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, 1Y TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT � Cf3 cp RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT W VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E E+ v] NOTES: MAKE COMPATIBLE PROVIDE WATER 1. EXCAVATE SEEPAGE BED TO FREE DRAINING MATERIAL. 'z RIM 2625.12 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY 12" DIA. SOLID CONNECTION BETWEEN SOLID RIM 2625.15 TIGHT SEAL IF GROUNDWATER IS ENCOUNTERED WITHIN 3' OF THE C) ADS PIPE ® 0.2% AND PERFORATED PIPING MIN SLOPE 4" DIA. PERFORATED PVC MONITORING RIM 2623.72 BOTTOM DESIGN ELEVATION OF THE INFILTRATION E-4 LIP OF GUTTER r LIP OF GUTTER RIM 2623.79 FACILITY. a WELL WITH METAL CAP AND LOCK PROVIDE WATER A 1-1/2" WASHE (TYP. 4 PLACES) TIGHT SEAL CONSTRUCT TYPE IINLET CONSTRUCT TYPE IINLET "L" (SEE PLAN) a H DRAIN ROCK tP� CATCH BASIN WITH 12" SUMP s CATCH BASIN WITH 12" SUMP �i -Y PER ISPWC S 1-601 AND �i y PER ISPWC SD-601 AND w EL. 2621.50 n >�o 7X GRATE PER IS SD-609 >o x GRATE PER ISPWC SO-609 A A < z z I I s sy PROVIDE ng :�< n a g 1 I I 12"' PROVIDE for' 'o GRADE RINGS r' 's w - - - - - 3 a MIN. 0.1% SLOPE 0.1% SLOPE i' AS REQUIRED p o � w MIN. GRADE RINGS > > ui E' a n a R\GNP z I I E S AS REQUIRED (12" MAX.) \6 SEE (12" MAX.) o B 10'-0" IN OUT FF w II OUT IN W 24" DIA. TRAFFIC RATED MWI MW 24" DIA. TRAFFIC RATED F FRAME, STANDARD D ° FRAME, STANDARD EL. 2618.0E 0.1% SLOPE �� `' " TOP OF BAFFLE OP OF BAFFLE d o 1000 GALLON SAND AND y 1000 GALLON SAND AND o MANHOLE COVER, AND iv A 4, EL = 2622 68 EL = 2628 5!} MANHOLE COVER, AND GREASE TRAP WITH 12" I I ; I 622.28 IE 2620.78 0 CONCRETE COLLAR PER " z GREASE TRAP WITH 12" 2622.22 2620.39 12 DIA. SOLID ADS CONCRETE COLLAR PER BAFFLE SPACING PER 9 I I 2'-0" ISPWC SO AND ISPWC 12" DIA. PVC ISPWC SD-616 AND ISPWC 2 "' BAFFLE SPACING PER PIPE ® 0.2% MIN SLOPE ACHD-625 MIN. SD-617 (TYP. 2 PLACES) PERFORATED PIPE SD-617 (YP. 2 PLACES) GWT "� v� z pi I ACHD-625 262 F 262 15 F (� MAKE COMPATIBLE _77 i (xI a ��g a� WRAP TOP AND SIDES WITH CONNECTION BETWEEN SOLID a 3' OF SAND MEETING \� � \� Z NON-WOVEN FILTER FABIC AND PERFORATED PIPING HIGH GW GRADATION REQUIREMENTS >p A (4oz./SQ. FT MIN.) WITH NOTES: FOOTPLATE L. 2614.9t OF ISPWC 801.2.2 SI�I0ISIL1�2I 12" MIN. OVERLAP 1. PROVIDE TEES, WYES AND (TYP. 4 PLACES) 4" DIA. MONITORING WELL FITTINGS AS REQUIRED (SEE PLANS). (TYP. 4 PLACES) 2. SEE PLAN FOR CONFIGURATION. 0 STORM DRAIN #1 DETAIL 1 SECTION STORM DRAIN 1 A SECTION STORM DRAIN 1 B o SCALE: N.T.S. SCALE: N.T.S.D R D J L:1 SCALE: N.T.S. D w _ o 5 N o p ^ wr 00M � 0 C) D W � Q SEEPAGE BED SUMMARY (SEE DETAILS FOR MORE INFORMATION) 0 0 a (L p o v p Z SEEPAGE BED NO, HEIGHT WIDTH LENGTH DEPTH TO G.W. Oa Y 0 L w d1 (ACHD) 3.8 10 183 3.0 W m zO Q BACK OF a w 2 (ACHD) 8.0 16* 130 3.2 \ J Z a w CURB N 3 (ACHD) 9.0 8* 212* 4.6 F r 4 (PRIVATE) 4.0 20 78 3.5 NOTES: 1. EXCAVATE SEEPAGE BED TO FREE DRAINING MATERIAL. 5 (PRIVATE) 2.5 22 115 3.5 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3' OF THE 6 PRIVATE 2.0 20 63 3.2 BOTTOM DESIGN ELEVATION OF THE INFILTRATION * SEEPAGE BED NOT RECTANGULAR. LIP OF GUTTERI f 4" DIA. PERFORATED PVC MONITORING FACILITY. 1-1/2" WASHE WELL WITH METAL CAP AND LOCK (TYP. 3 PLACES) PROVIDE WATER RIM 2626.98 RIM 2626.96 DRAIN ROCK TIGHT SEAL ryro, 12" PVC "L" (SEE PLAN) �� 1p ry° END CAP O> 9 CONSTRUCT 44 LFf M' 0 z L OF 12" DIA. C900 via �ry a CD ,=Fmwol w EL. 2624.80 I I a9a PVC PIPE ® 0.30% -0,48% O� MIN. SLOPE ��`� PROVIDE a g I I 0.1% SLOPE MIN• rna�, a GRADE RINGS 10'-0" ? [L I F AS REQUIRED MWI o 24" DIA. TRAFFIC RATED I I �;� SEF RIGyT (12" MAX.) _I FRAME, STANDARD ON, MANHOLE COVER, AND I 1 0.1% SLOPE t OUT IN EL. 2616.8E TOP OF BAFFLE CONCRETE COLLAR PER y 12" DIA. SOLID ADS I 1000 GALLON SAND AND 12" DIA. PVC ISPWC SD-616 AND ISPWC I I EL PIPE ® 0.2% MIN SLOPE z o GREASE TRAP WITH PERFORATED PIPE I I 2'-0" 2623.58 SD-617 TYP. 2 PLACES MAKE COMPATIBLE ( ) w MODIFIED 16" BAFFLE WRAP TOP AND SIDES WITH CONNECTION BETWEEN SOLID GWT ' . b z I MIN. SPACING PER ACHD-625 a� 01F 2623NON-WOVEN FILTER FABIC AND PERFORATED PIPING � I �� (4oz./SQ. FT MIN.) WITH `� N M o - HIGH GW 3' OF SAND MEETING , o a p GRADATION REQUIREMENTS ti m 12" MIN. OVERLAP NO PROVIDE TEES, WYES AND EL. 2613.6t �ry o o o 4" DIA. MONITORING WELL FOOTPLATE OF ISPWC 801.2.2 CONSTRUCT TYP INL o I d FITTINGS AS REQUIRED (SEE PLANS). CATCH BASIN WITH 12" SUMP ( ) 2. SEE PLAN FOR CONFIGURATION. TYP. 3 PLACES PER ISPWC SD-601 AND Q m TYP. 3 PLACES GRATE PER ISPWC SD-609 to STORM DRAIN 2 DETAIL 2 SECTION STORM DRAIN 2 C (TYP. 2 PLACES) SCALE: N.T.S. SECTION STORM DRAIN 2 D RD1 SCALE: N.T.S. D `+ D 1 SCALE: N.T.S. D z J n. BACK OF ¢ w CURB �m_ W ry LIP OF GUTTER >k CONSTRUCT 30 LFt 1-1/2" WASHE y om OF 12" DIA. C900b� 2 DRAIN ROCK / 4" a�DIA. PERFORATED PVC MONITORING PVC PIPE ® 6 463fr-0.53% O ti� 6 12" PVC RIM 2627.79 RIM 2627.79 PROVIDE WATER WELL WITH METAL PROVIDE YPP 5 P CA DLA ES)LOCKboo MIN. SLOPE ��Q V GRADE RINGS END CAP TIGHT SEAL AS REQUIRED a E - - - - - - " . 3 a "L" (SEE PLAN) (12" MAX.) ° EL. 2625.80 _ II TOP OF BAFFLE 20" I I EL = 2624.65 10'-0" II 2624.71 MWI MW o ` 24" DIA. TRAFFIC RATED IN. 0.1% SLOPE z �6� c 7 C\2 ° N FRAME, STANDARD R\G\�� > II = a a �F 26244 ��p MANHOLE COVER, AND SE (� II w ? x 12" DIA. SOLID PVC CONCRETE COLLAR PER N 12" DIA. ADSZ IN OUT F rya. w o PIPE ® 0.2% MIN SLOPE ISPWC SD-616 AND ISPWC PERFORATED PIPE 0.1% SLOPE I I MAKE COMPATIBLE SD-617 (TYP. 2 PLACES) >G� EL. 2616.80 CONSTRUCT TYPE I INLET C/1 O a WRAP TOP AND SIDES WITH CONNECTION BETWEEN SOLID 1000 GALLON SAND AND / I y GREASE TRAP WITH CATCH BASIN WITH 12" SUMP - ,q NON-WOVEN FILTER FABIC AND PERFORATED PIPING MODIFIED 20" BAFFLE III---- 2-0"-- I z 9 PER ISPWC SD-601 AND q ( / ) SPACING PER ACHD-625 MIN. _ M w GRATE PER ISPWC SD-609 4oz. 12" FT MIN. WITH v� O 12" MIN. OVERLAP NOTES: I I o z GWT (TYP. 2 PLACES) � a � I 1. PROVIDE TEES, WYES AND 4" DIA. MONITORING WELL NOTE: J1 SECTION STORM DRAIN 3 F F �c\2 FITTINGS AS REQUIRED (SEE PLANS). EXCAVATE SEEPAGE BED 3' OF SAND MEETING ��+ W > 0O (TYP. 5 PLACES) 2. SEE PLAN FOR CONFIGURATION. GRADATION REQUIREMENTS HIGH GW SCALE: N.T.S. A m ^� TO FREE DRAINING MATERIAL. OF ISPWC 801.2.2 EL. 2612.2t FOOTPLATE Ci, a� a PER ASSOCIATED (TYP. 5 PLACES) , W STORM DRAIN 3 DETAIL 3 EARTH SCIENCES, INC. RECORD DRAWING w SECTION STORM DRAIN 3 FOR TH-4 E THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION a FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, C/] SCALE: N.T.S. D SCALE: N.T.S. D TREASURE VALLEY ENGINEERS CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT eo94 RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. W W Ww THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT ,� Crq VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E'' E- C/] 00 rye. a 0 c"l RIM 2624.98 RIM 2624.82 G Q Q PROVIDE GRADE Q- RINGS AS REQUIRED H (12" MAX.) a q E- 2.OZ 5P � ' 18 \E26 � y8� W fI MIN. OUT IN iF ? CONSTRUCT TYPE I INLET a CATCH BASIN WITH 12" SUMP PER ISPWC SD-601 AND o ? GRATE PER ISPWC SD-609 Fz7 (TYP. 2 PLACES) O SECTION STORM DRAIN 5 Q 24" DIA. TRAFFIC RATED 24" DIA. TRAFFIC RATED SCALE: N.T.S. D FRAME, STANDARD MANHOLE FRAME, STANDARD MANHOLE COVER, AND CONCRETE COLLAR COVER, AND CONCRETE COLLAR PER ISPWC SD-616 AND ISPWC \ PER ISPWC SD-616 AND ISPWC \ O SD-617 (TYP. 2 PLACES) r_ ____ _ _.I SD-617 (TYP. 2 PLACES) SNOISIAEM I II II ',L101Y: I I II II I D II ♦ . II II II II II II II 12" DIA. SOLID ADS �L_ _ILJL_ J� 12" DIA. SOLID ADS _ NOTES: o PIPE 0 0.3% MIN SLOPE � PIPE ® 0.5% MIN SLOPE N z z 1. EXCAVATE SEEPAGE BED TO FREE DRAINING MATERIAL. 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY U O MAKE COMPATIBLE MAKE COMPATIBLE 4" DIA. PERFORATED PVC MONITORING H O IF GROUNDWATER IS ENCOUNTERED WITHIN 3' OF THE -� CONNECTIONAND PERFORATED NPIPINIC o CONNECTION PERFORATED ORg7EDNP0ND `o BOTTOM DESIGN ELEVATION OF THE INFILTRATION WELL WITH METAL CAP AND LOCK _j I �+ I N FACILITY. (TYP. 2 PLACES) M l o PROVIDE WATER TIGHT SEAL w V) °� n I "L" (SEE PLAN) 0 N O QOS ro 2'-0" I 2'-p" W V) 0 Q O m MW 1 1Yz' WASHED WRAP TOP AND SIDES MW -1 1 1 tYz" WASHED WRAP TOP AND SIDES L. 2623.0 0-- O o O o DRAIN ROCK f WITH NON-WOVEN FILTER o I DRAIN ROCK WITH NON-WOVEN FILTER OP OF BAFFLE I O (n z0 0 4" DIA. MONITORING WELL t0-0" MW FABIC (4oz./SQ. FT MIN.) 4" DIA. MONITORING WELL 10'-0" MW I I FABIC (4oz./SQ. FT MIN.) EL = =e= ==a===ao o V) .. I 2621.68 ' J (TYP. 2 PLACES) WTH 12" MIN. OVERLAP (TYP. 2 PLACES) I WITH 12" MIN. OVERLAP _ I _ \ _ I 0.1% SLOPE z 1 1 1 1 r- ______________ 1=-' a m o IQi Ili i1i EPeo� OFF c I = N I _] I I I I \E sE 9m %, ;" 12" DIA. PVC I PERFORATED PIPE 1000 GALLON SAND0.1% SLOPE1 EL. 2620.5tPERFORATED PIPEO �. AND GREASE TRAP 11 II NOTES: NOTES: BOISE VAULT (OR EQUAL) 2'-p" z 9 1. PROVIDE TEES, WYES AND 1. PROVIDE TEES, WYES AND MIN. M L FITTINGS AS REQUIRED (SEE PLANS). FITTINGS AS REQUIRED (SEE PLANS). DGW GWT2. SEE PLAN FOR CONFIGURATION. 2. SEE PLAN FOR CONFIGURATION.12" PVC END CAP D 12" PVC END CAP 12" OF SAND MEETING 11GRADATION REQUIREMENTS OF ISPWC 801.2.2 EL. 26 FOOTPLATE (TYP. 2 PLACES) „W" W. (SEE PLAN) (SEE PLAN) STORM DRAIN #4 DETAIL STORM DRAIN #5 DETAIL 2 SECTION STORM DRAIN 5 D SCALE: N.T.S. D SCALE: N.T.S. D SCALE: N.T.S. D �N 0 e4 o ry RIM 2625.91 RIM 2625.73 tib �� p gC3 RIM 2 PROVIDE GRADE QV �VRINGS AS REQUIRED Q� PROVIDE GRADE o °j (12" MAX.) RINGS AS REQUIRED (12" MAX.) Zj p cz v 5ti 262�.55 qb C� MIN C� I I 2 MIN, I `.� \E IE ZF�l+F 2620.90 w OJ.\ 262\ \E OUT N F CONSTRUCT TYPE I INLET \E OUT N i� ? CONSTRUCT TYPE I INLET 2 ?s CATCH BASIN WITH 12" SUMP s PER ISPWC SD-601 AND ?p CATCH BASIN WITH 12 N SUMP e SS GRATE PER ISPWC SD-609 PER ISPWC S AND 258 (TYP. 2 PLACES) GRATE PER ISPPWCWC AD SECTION (STORM DRAIN #4) A SECTION STORM DRAIN 6 E SCALE: N.T.S. D SCALE: N.T.S. D O 24" DIA. TRAFFIC RATED FRAME, y STANDARD MANHOLE COVER, AND CONCRETE COLLAR PER ISPWC SD-616 AND ISPWC SD-617 (TYP. 2 PLACES) 1 1 t NOTES: II 1. EXCAVATE SEEPAGE BED TO FREE DRAINING MATERIAL. y��;�7I iY�L?:`• II II 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY �^ D II II II F GROUNDWATER IS ENCOUNTERED WTHIN 3' OF THE 4" DIA. PERFORATED PVC MONITORING i BOTTOM DESIGN ELEVATION OF THE INFILTRATION WELL WITH METAL CAP AND LOCK NOTES: LL_=_JL11_ i -JJ TYP. 2 PLACES 12" DIA. SOLID ADS FACILITY. ( ) 1. EXCAVATE SEEPAGE BED TO FREE DRAINING MATERIAL. z PIPE 0 0.2% MIN SLOPE PROVIDE WATER 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY TIGHT SEAL IF GROUNDWATER IS ENCOUNTERED WITHIN 3' OF THE 4" D PERFORATED PVC CAP AN D MONITORING MAKE COMPATIBLE "L" (SEE PLAN) WELL BOTTOM DESIGN ELEVATION OF THE INFILTRATION I CONNECl10N BETWEEN SOLID FACILITY. PROVI (TYP. 2 PLACES) N AND PERFORATED PIPING TIGHTS SEAL I 4`✓ EL. 2622.2 ¢ N O v Oo TOP OF BAFFLE p II " " (SEE PLAN) EL =-2628.95 __ ____ t z 0 10 2621.26 ----- - SLOPE =en�.�� z lI O EL. 2623.5t - - 1 I lye" WASHED WRAP TOP AND SIDES TOP OF BAFFLE II MW o 1 DRAIN ROCK WITH NON-WOVEN FILTER OVE s I w I Odd \ EL = =emmee=eIIOae 4" DIA. MONITORING WELL 10'-0' MW I FABIC (4oz./SQ. FT MIN.) SEE Pg �� 2821.03 - f - 1 __ 0.1% SLOPE ne= � z 11 (TIP. 2 PLACES) I WITH 12" MIN. OVERLAP W- 9A reee=oaQ-= --4k F ee=e _ j I j 1000 GALLON SAND 0.1% SLOPE 6 p13 1p I I I AND GREASE TRAP 11 EL. 2620.2t I N I I I BOISE VAULT (OR EQUAL) 2'-0" - � 9' 1 I p 0.1% SLOPE I I v EL. 2619.5f I I 12" DIA. PVC MIN. I o z � T 1000 GALLON SAND � � � PERFORATED PIPE _ O AND GREASE TRAP BOISE VAULT (OR EQUAL) 2'-0" 11 z II NOTES. 12" OF SAND MEETING w MIN. L I I 1. PROVIDE TEES, WYES AND GRADATION REQUIREMENTS HIGH GW V) O a. I o z M `�� GWT FITTINGS AS REQUIRED (SEE PLANS). OF ISPWC 801.2.2 EL. 2617.Ot FOOTPLATE llN �� _ 2. SEE PLAN FOR CONFIGURATION. cn o 12" OF SAND MEETING (TYP. 2 PLACES) Q � � E� GRADATION REQUIREMENTS HIGH GW F 12" PVC END CAP OF ISPWC 801.2.2 EL. 2616.0t FOOTPLATE � I D SECTION STORM DRAIN 6 F H q 0C\2 (TYP. 2 PLACES) �j Gc7 ti "W,,, SCALE: N.T.S. D i----�� q � (SEE PLAN) W a SECTION (STORM DRAIN #4) B STORM DRAIN #6 DETAIL 3 RECORD DRAWING W SCALE: N.T.S. D SCALE: N.T.S. D THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION E 4 q c\2 FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, cn TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT cD RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. W '� E, THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT ,.--I VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E H cn 30' O C�7 18, 5' 7' I z 30' I z -� SIDEWALK 3 18, 5' 7' I a A 10 t 8 o l SIDEWALK I VARIES 6" VERTICAL CURB 6" VERTICAL CURB I W Pa(2'-4') AND GUTTER PER AND GUTTER PER I ISPWC SD-701 I ANTICIPATED LIMIT OF PAVEMENT TO ISPWC SD-701 I Q BE REPLACED DUE TO SEWER EXISTING SLOPE 1%_4% INSTALLATION » UC) CU fS 4" THICK CONCRETE SIDEWALK -- -- 5: T _ _ LjPLL 'O 4" THICK CONCRETE SIDEWALK co yxhx �� Y PER ISPWC SD-709 H� MATCH EXISTING PAVEMENT PER ISPWC SD-709 (SAWCUT AND TACK) MATCH EXISTING PAVEMENTco 14" PIT RUN CONSTRUCT PER (SAWCUT AND TACK) 14" PIT RUN CONSTRUCT PER Q C i EXISTING EDGE BASE COURSE ISPWC STANDARDS BASE COURSE ISPWC STANDARDS o OF PAVEMENT 3" HOT PLANT MIX ASPHALT 6" OF 3/4" CRUSHED AGGREGATE CONCRETE SURFACE COURSE 3" HOT PLANT MIX ASPHALT LEVELING COURSE 6" OF 3/4" CRUSHED AGGREGATE CONCRETE SURFACE COURSE LEVELING COURSE W HALF STREET SECTION — E. CALDERWOOD DR. STA 1 +59 — STA 5+05 1 HALF STREET SECTION — E. CALDERWOOD DR. STA 5+05 — STA 8+54 2 Z `c SCALE: N.T.S. RD3 SCALE: N.T.S. RD3 SNOISIAEld O O N J w o F � M o w ro n O rl) W (n 00 Q o O �o z 54 z 42 � 3oWo 3I I7 zl Z W m O Q of l 40' l 0 31 4' 34' 4' a oll to Z 2 5' 20' 20' 5' 2' 11 5' 17' (1 17' 5' SIDEWALK SIDEWALK I SIDEWALK I SIDEWALK I l 6" VERTICAL CURB AND CENTER CROWN I I SIDEWALK EASEMENTS GUTTER PER ISPWC SD-701 BETWEEN CURBS I I 3" ROLLED CURB AND GUTTER PER CENTER CROWN TO BE PROVIDED TO 2% ISPWC SD-702 BETWEEN CURBS ACHD WHERE SIDEWALK _ 2% 2% 2% I 2%, IS OUTSIDE R-O-W DUE ---- --' � • � , '— � TO SIZE OR LOCATION EtU u �T? &;Tl ,� b T.f,T,�, ?�T1T�" •��'�tYI' _ '�. �S' � :�`ta��i.� .0 n � 'XFCFO,&.Fi'&FIEi 14" PIT RUN CONSTRUCT PER 12" PIT RUN 4" OF 3/4" CRUSHED 2.5" HOT PLANT MIX ASPHALT 5" THICK, CONCRETE CONSTRUCT PER BASE COURSE 6" OF 3/4" CRUSHED 3" HOT PLANT MIX ASPHALT 5" THICK, CONCRETE ISPWC STANDARDS BASE COURSE AGGREGATE LEVELING COURSE CONCRETE SURFACE COURSE SIDEWALK PER ISPWC SD-7 ISPWC STANDARDS AGGREGATE LEVELING COURSE CONCRETE SURFACE COURSE SIDEWALK PER ISPWC SD-709 TYPICAL STREET SECTION — S. BLACKSPUR WAY — 40' WIDE 3 TYPICAL STREET SECTION — S. BLACKSPUR WAY — 34' WIDE 4 SCALE: N.T.S. RD3 SCALE: N.T.S. RD3 62 � � 28'-6" 5' LOT 28'-6" 3.5"L 5' 1.5' 21'-2.5" 6' ISLAND 21'-2.5" o zz o to U wI SIDEWALK SIDEWALK l u z 6" REVERSE LIP J 0 3 VARIES (21' MIN.) SEE SHEET Cl of 3" ROLLED CURB AND GUTTER PER o o �I AND GUTTER PER DETAIL MO I ISPWC SD-702 I 2% D 2% 2% - z��` ~- ._....,,. . , ,.�,.:, i.:.....:.: ' . :/ //\\//\\//\\/ 3" ROLLED CURB •. 2% r.x_ �O ii. ii\ \ \ AND GUTTER PER \ \ \ \ \ \ \ \ \ \ ;•` , `` ` ` ISPWC SD 702 z VARIES VARIES 5" THICK CONCRETE SIDEWALK 12" PIT RUN 4" OF 3 24" TOP SOIL PER ISPWC SD-709 BASE COURSE LEVELING COURSEHED AGGREGATE 12" PIT RUN BASE COURSE 2kz" HOT PLANT MIX ASPHALT 2-1/2" HOT PLANT MIX ASPHALT CONCRETE SURFACE COURSE 3" ROLLED CURB CONSTRUCT PER CONCRETE SURFACE COURSE ISPWC STANDARDS CONSTRUCT PER ISPWC STANDARDS WITH REVERSE LIP 4" OF 3/4" CRUSHED GUTTER PER DETAILe 8 AGGREGATE LEVELING COURSE TYPICAL STREET SECTION ISLAND — S. BLACKSPUR WAY 5 TYPICAL STREET SECTION PRIVATE — ASSISTED LIVING CENTER 6 z SCALE: N.T.S. RD3 SCALE: N.T.S. RD3 W NOTE: SEE GEOTECHNICAL REPORT FOR STREET SECTIONS FOR DRIVEWAYS AND PARKING, WITH AND WITHOUT TRUCK ACCESS. CD2.0' 20' 0 3'-0. 16 1 -6" 10' 10' `"m`l Rll'Rl ow, V-6" "?�ij�/i`�ii�i��✓.c:.>�� >, CONCRETE n p] PAVINGCQ co RADIUS I MATCH PAVING SECTION <, <i/��lx n � E-O 2% 2% 6" Z o — _ d . 1 cn O CONSTRUCT PER -c 1 +' `� -'� CRUSHED AGGREGATE , 10" OF 3/4" ROADMIX GRAVEL ISPWC STANDARDS CRUSHED AGGREGATE LEVELING COURSE 7r )� 7 E� O 6" OF 3 4" MINUS t7 - C�`K , �� Fa 8" THICK CONCRETE 7 W Ci] COMPACTED SUB-GRADE BASE COMPACTED SUB-GRADE C'c/T � 20' WIDE ACCESS ROAD — LOT 19 AND 20 7 REVERSE LIP ROLLED CURB DETAIL 8 3' CONCRETE VALLEY GUTTER SECTION 9 REVERSE LIP VERTICAL CURB DETAIL 10 q � SCALE: N.T.S. RD3 SCALE: N.T.S. SCALE: N.T.S. RD3 SCALE: N.T.S. �3 CPO [-. z RECORD DRAWING w cn THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION H a CID FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, C/] TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT eD RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. Cs] THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E" E NOTES p 1. SEE SHEET T1 FOR TEMPORARY BENCHMARK(S), ADDITIONAL NOTES AND H LEGEND. a A 2. ADD 26D0 FEET WHERE REQUIRED TO ACHIEVE TRUE ELEVATIONS. E+ W ' A � W SCALE <L' c A c�v 30 0 15 30 60 O ( FEET ) I inch = 30 ft. O z SNOISIA�2i > 0 Ilk �w -<'s x= 0 U W o IRIR C10X Li \ � NM 1 0 SSMH A-2 TAP INTO EXISTING 10" DIA. WATER MAIN WITH 5+15.33-4.71'R STA gi 3b-01 ( E. CALDERWOOD DR) 1-8" STAINLESS STEEL TAPPING SADDLE F- --yow--w-t w— 1+ 4.69-5. 'R STA -- 1_R",GATE VA _(MJ) -- — _�- N tow--w-- tau;e, - lorr O �.-. w- - uv; ov,---- tow utQ L�w- ovF iov Ivy€ tow ow- pow —tow-- --tow-- tow-. ..--- tow-...---ww-- - ..Icu- o ¢ SSMBH{I'BA-1/i -. CONNECT TO EXITING SEW a �. 0 - 0 1+00 2+00 3+00 E. CALDERWOOD DRIVE 4+00 ~- -g•0s•--R- I I SEE WATER NOTE 4 6+F 0 6��- __7+00 - 4.6g'AR g- 88+00�\ _ a, I MANHOLE. COJJTRACTOR. CD - - —� - - I- - — --- - —I— - - 1 - . -- - - 1- - �— -�,..-- I — — — — Zj IEL V 3 -- SEE SHEET R1 FOR - - - _-- -- — - - .- _ ELEVATION - lii r ------- -------------- ------------------ -- - f --- ---- -- ------ -------------SURFACE RESTORATION_) has a` as as es as 85 has as 0 'INVERT W m 00 X 8 8S I .R lOL'_- fl .._ _. EP__— —Ep..____ EP EP ---_- _._ ._ _._ �.. WATER ��•+ O S �� = LQi 8 8S i1 IF R. Q InX _ . —_...-_ EP_— EP--_ EP.__ -EP_—__.—.___—EP--- EP - EP.--- Ep' cP— EP__ - --EP ---'-'EP- "'— EP Oi Z p) �� — ---- _.._ _ __ S ENOTE 4 - i \ Il . , GAS L3 . . I . . a. -.. ,4 _ :y - -.• .' •' L�JLOJ�-•5 ° Fs 89°59 2 E -------- --- ----- - _- I : F -- D — A+ N ; - . S� 60.01 F �-- �' N F0 ER — STA- Q -"_� - � STA-8+3 — --- - - - - - - - - - - - - - — I I I /�/ 889--R-10.92 R CL Qn gI u I 0 I (/�� _i= -- �fI I� dd�oo I iz s I l (/ a� LAWN 14S—! S m �. I 111 I \.r�� . a.r�., O 'o0 y \ LAWN E SN U2 VF R T U - r - . . SEE U�tGo R- NTI TION UTILITY PLAN SCALE: 1"=30' 2632 FA — — 2632 o 2630 2632 o 2630 � Wg 2629 a � � F 2629 2628 _ _ _ w — 2628 2627 � _ -- 2627 ST (E. C LDE WOO DR) c� 2626 — — ST S. B ACK RIM - WAY __ 2626 _ 1+ 4.69 — 2625 — — — — — — 26.01 TAM 8 1A 2 —2625 — _ STA 8+0 +00. 0 _ APPR XIM TE E ISTI G .13 2824 GRAD-- AT CEN RLIN _ — — _ — _ — A& H A 1 8+ 51.06 2624 2623 — — _ — — RIM 22 7 EXIS NG SMH t�j _ -- _RIM 22.79 2623 2622 EXI -IING 8" DI W TER _ 2622 MAI C NTR CTO TO 2622 VERI Y D PTH 2621 EE55�� PR O POS D 8 DIA. 2620 PVG WATER M AIN -- — — -- 2620 2629 � - — — - - 2619 2618 w `r 2618 2627 rn o 2626 E OU (E) 17 41 Z .9 -- -- — 2627 ¢ _— IE IN(S) 17 42 L f 84.9 o N —W 2615 PVC SE R M N® OF " 2616 nJ�y S`QtiP�V w 2-8 2615 2614 28.9 LFt 32-0 C- ) --- - - - - — OF_8' DIA PVC SEW R 2624 2613 — — — — — MAIN ® -kM 4.28 > 2613 rm 0.9 2622 2622$8 cc 2611 IE IN W) 12 21 OF 8 DIA PVC SEW Rg -- IE INS 1217 MAIN ® 4.0 2622 p E-C> IE OUT 10.7 - __ _ 2610C15 z� 2610 ii _ � a o 2609 I IN �=44761 10.8 COR DRI L E ISTIN MA HOLE AND PROI IDE 2609 qqq �a 2608 E ISTIN 8 E OL E 10. 8t WA R- GHT ONN CTIO m p _— —_ -_ - EX STINGIE I (N) 10.18 PER ISP 50 .3.4 _ 2608 �.-�- A q 1 2807 -- " IE IN(W - - 10.3 — -- — — � A c7 C 2 1+00 2+00 3+00 4+00 5+00 6+00 7 .00 2607 a 0 ro 1`� UTILITY PROFILE RECORD DRAWINGTHIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION a VERTICAL SCALE: 1"=3' FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, C> 1:z) "� HORIZONTAL SCALE: 1"=30' TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT cp RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS W OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. El THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT wT FT? VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E N (n � D CAI D O W m N IW a N IN IN m V 00 10 10 N IN IW .N IN Ln IQ V 10) (0 O W (Nt I fn N m i4o co ANN m u 0M3 m OM '<D r. —7GW iG:S' i0W '• vp SG'iT "{P!- i + —�E -EALRERWOOD D + [m 85. 85 ^ Cn -------------------� ` ro p m n I � � 0 __ y ;2 -m __-- - ----- o- I I n -j D ( I - -}- ------ --- Ilift _ ! 00 -ice II II :OA I �Iy vv �p I - I _ TH v T^ ImnvfA iN 1 w ° - - - - - - - m Z� - - N � m No11M p I y o AIM mph om .. �� vml9D II � r vA + 5.0� 14.0� O N DI � � .�1.AO 111 t O D A I T I • I x l I\`� N � Z N N I . i I . + F '�✓, rn F x I� I MR I 'N 'ItD CIA + IIy I y xI \ I�m I I O O Ut ■ <Oo 1 1 m r O S=45 Ir n cO 1 3� Mo D ! i >� } x % Z p (C w D f p I N M Z F I I zm� w o Ln®m o - IAA I .'111 071m D 1 2 O ,D I W W O I mAM DO N � K ImXI mIX_ ---BOOi f D Z �A*A I�* y I1�i I >I� I �Ao 1 W rDNOw • (Dry I ni� I I <r r � � DA zml miz I! o I n i.. 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Ap w m M1A \\ W N _4 Ip I II CAI(A I a D < G) O I I N DI ' D m� �9 -I Il mm� D O M z O � o m n Z r A } Z .II A I 2 D f O j�O m A + n z z'm \\ Vo I m O O• A A z.m m O ��• m l o� m' �e -u *4-PI-7-I--4-PI i 6_pl �\5-FI_ \ Im V I I I 121RR—121RR� JIRR— RR "-121RR 92 121RR�Q�fRR'=121RR'-1 _---- _----- -- !III I! m I 1 N nµ �� % ' -1 a -1 A a�!,'^-',�� ---- 1i I10-.Zfp W, (T I r A UI D--IO_-------- N A I .o l> { �I '90 (11 � } __J I 01A + mm T^ m I✓�✓ ki AW o4� A I o � A Ao� V O N zm I Il oom v� o Lo SD JSD-S❑ "ro > i I G1 o I :I m I as—m 2 D m W:M 0 D dl { Y:O A z m 01 z �I '`/ ~r_. o 0 1 I IW j . ' / STA 5+66.45 Km 1 0 � ---------- �' D Nlm z I _ __ o> I\ ti BOW it A L----- \ ---, f -------- Z -i1J m N - - lw 3 N /r-- O N 0; , I om - - - I / > Flo cn D m C A �I. MI zf I x.,4.'. I vr4 S O ++, � mm ON m po I '�tt;� I I rOV �l :U.l7 mco o zIaI ! II ! I I 1+ I I ."..ro ohm �;� O I 11 I II N O A I�ml, e i I I O ---__s�� ODd.-cl I x I a f 0�'-Sm 00 V - - D — r t M.. N y m -- z11� GDP D i� N I o � I Im1 �g � r-^wN A� cr<<-��r----- x m O \ AD 1 m�ppro D 0.. �'�-I------ :',i r A +\� 1 z I µ I o N A ooib• I al �1 0 ' \ 1 m> I�-D 1 I porn D m '"m^ - W_ w w chi cn m \ VI D - I x N 6 J W IN �' 8s 8S 8S 8 i + f m� = ao \ .0 Z ° --I mN ZON amDnCr:-_- -_---- W \ I A m Z O r 1 D V �V O N ajINC Ns0 �� (�.--' cT 1 � 1 m W I m lm� ® D ti- :I , I I 1 \ Coco A D I �D 1+ AO p'� FF x W O D 1 �_ I n r °Y< A D 00 3 al Z n �i v Elm \ I I �D� 11� fN*1N D ��7" ➢� i�0-- d -� D2 OZD Z � V in n m ti I+ cp cnw ------------ r �g----- o DS acn \ ♦ �� v w + -0�7 -0m 00 Ni� vI 48" MIN. ! \\ I I o > \\ s y' \ �1 r o g \ / N-! ! c I r /A I I mD of m � �� \ \ / 4 �m m Dd COVER I I A z o m l �� m W II ®�-' I I �al � A Qp N ; � �'N/ ♦♦ �� ` \\v_•� ^N y/v_/m 'ml / N AOD i' Mtn i'\ D � , /R cl do `\ v �% , AD I al I �i' o � ��V 8X I 00 o0// / as —Bw � a l.z �/ NOV DN / `\ �. � + s O / O D / D N � m c � � mZ WALK - I // r/ / o w/ /Nw I ^'z(n il (OBI ODD zN m I II �, I I / r/ �,. v / W / /'� mom nm �ON In .l7 i ' \ - D :11N � .ZC7 2m 0 I // / 'A V / / / '!I1 __ I � O � m cn - m m 0 AGE ! i ~ �I //r/ // / / °'/ -r�1 A }o / / W�� I I I� -- rm.1 Or Om pA 0 v ; SHOP ! I 'i // // % v / E� o�D f ! I I m m ocziN �1 � jpp c \ I 'i �i // p / + m0 $i � jy7il INN \ i t Ij // /// / / % 9' I I' I I m Nzc1 mm � D a i �I \ / r/ j / / / / o I' I I m 0 > � m0 ,cAnczi `L- v) I I I I� I / / ///% j / � p I I m o p N D D Z x z SEES EET U3 R C UAifn I I I I `\ I . / ' / / ! I I I = D no = cA N \ x r / / / i / / I I I I A O O D A N r m N N N N N N N N N N N N N N N N N N N N N dl / // / / ! / I I I O m AIm D O m�-I m O O) W jI G) 01 h N N N N N N W (�i+ W I I / / / % ! / / I I I I O O m p m j Z 2 z N W A (T m IV N IG IN IN IW A I(n W V OJ (0 O IN ~ ml // // / / I I I x pmmmONm �/ �r / / / / I I I I 0 > mpz zv / / I x D 32 �_ D �1D / r % .n S. 5 O � A �ocmim � 2 �� r / - _ / / / I I I I m o z m A o - o - ----- - L-------- -� --- -----� L-------------J ---- J c� DAcnzv B Ts r6 - o / - __ m _ y O vi D , . -'=pt—:= - _ . - _ _ P�--6-PI '_. _ �'� r O -BNRR _ 7HIRR—::�Rn_ 1J ^'RR---E>..yQR�_ �7�Iaa:y�IaR-1�1�IRA ,C t�l—tFR i21RR- Z Zl mO m 2 D n m _ _ _ D A p 8 `5 2 r m p Z A C y z 0 o -4 L7 � 0O N m C w0 N A D 8 c D OZ � Mvmz p m m2cm1D � Azc E m l � � M Z A N c D m O p m 0 z (n -I z TITLE: LARKSPUR SUBDIVISION o��SSG,sT fFNG�y i��V 7R VALLEYT� WC OWNER/DEVELOPER: N0. BY DATE DESCRIPTION UTILITY PLAN AND PROFILE Q� RF F� ul"' NNAMPA, WAHO 83687 L.AR K S P U R LLC z 6 LBW 02/08/06 AS—BUILT DRAWINGSS. BLACUPUR WAY 2 OF 4 (208) 463-0305 o 1 O O 7 Z FAX (208) 463-4391 RON SARGENT DESIGNED BY: DRAWN BY: CHECKED BY: d' '0010 Z mai10TETnc.c0m 1771 N. WILDWOOD ST., SUITE 200 t�- REV. 6 GJA JTL LBW l 9TF \�P �'OS'P�'svRVEI'oPs BOISE, IDAHO 83713 JDRAWING�__ PROJECT # p 9��E WpR � PFOX E: (28) )395102300SHEET U2 16204 04082 I vrsrr OUR > srrE: 1�TvE��.�om NOTES O =121RR 7 . R-1TIR -1 R- RR IR 121R -1TI R-i21RR- [--� Q1 r 1. SEE SHEET Tt FOR TEMPORARY BENCHMARK(S), ADDITIONAL NOTES AND (: a' - -----� r--- ---- --------� r ------� r----- LEGEND. r Fa I I I I I I I I 2. ADD 2600 FEET WHERE REQUIRED TO ACHIEVE TRUE ELEVATIONS. I I I I I I I iJ W 1 t I I I \ I I h I Q LOT 12 \ OT 13 LOT 14 LO LOT 11 I I I I I I I I 32 LFf OF 8" Dlry. 1 I j j 121 LFf OF 81 IA{{I o PVC WATER MAIL I I I PVC WATERI M 41Iry I-\ cc 1 \ \\ I I STA 11+ .0( STA 12+1 J 00 1 i \ 1 1 31.0' L I 31.0' L 1 1 O DOUBLE SERVICE\ 9,TA 11 43.00 1 I I I I I Q a SCALE \ x ATER METER PER \ 3) 0' L 1 I (39.2 LF) 1 I (39.5 LF) I 1 1 I 44 LFt OF 8" DFA. \x CITY 0 MERIDIAN DWG �\ \� (31.2� ) 1 1 1 I -- I I Q �a o Is .w so I V� �y TER MAIM ` NO. 08(W) (TYP.) \ \ I 1 ✓�"�.g'----J L- J L L=1 - 0 d e ` o �\ " \ \ LBOW (MJ)I ------- -- Z W a I \\ t 8 22.5' - = STA 1031.0' L - ( FEET ) (39.20LF) \��'1 1131.0' L > w w W w W SI�IOISIA32I 1 inch = 30 ft. / �� 31.0' ) p F LF) �� S W 12+00 1 " 11.25' ELBOW d`\ ` ' �� S. BLAC PUR WAY I I0. 'ss as 8s 8s 8s w as o 1-8"x6\\[[�� ( imG) /� \ _ - -------------- - --- N 15 LFt OF 6" t P WA M �� / U w 1-6" FIRE HYDRANT ASSEMBLY \ i s 0% �� T- n 0 0 CITY OF MERIDIAN DWG. NO. 7.10(W)- X2 SSMH A-9 -- IJJ -J N N / ' STg tt•E33 F--------- 63 LFf OF 8" DIA. /� ii W 0.57' L w Z "� t\ PVC WATER MAIN / �` / I w N M rn �\ _ .._�.� _..------- / // ii SEWER SERVICE I LJ M r` �__...__ - STA 10+41.00 / �� 1 (Y� p = ///ven---- �\ \ �\ 31.0' L / 6 S , (A 11 2.00 PER SEWER 1 1 In W ((N Q O o�0 (39.5 LF) / i //f' // (2.8 R F) NOTE 11 i i ?a I O [L Z � N N 7 \ OoLj 1-8" 11.25'/ s 0,9 // WATER SERVICE PER W Y m =j V) � e y w. ELBO WATER NOTE 9 0 oWT 7 T 34 _ . ._3X-_ --.x 0 -...p \ \ x___._.-._._x_ x ..,,I.....,r._ \ Z a -� - I 52 LFf OF 8" DIA1 LOT 3 1 i P4 PVC WATER MAIN 54 LFt OF 8" DIA. 1 PVC WATER MAIN /61 LFt OF 8" DIA. \ �i STA +47.06\ I I PVC WATER MAIN 1\ \ 1-8" 22.§:� i / 31.0'� / STA 8+87.00 1 1 ELBOW,(W) OXO�j ti my \ (22.5 �\ , ------ / t 31.0' L 111 o) h �\ �\'. i �-J � ,/ `fQ' (38.9 LF) 1-8�22:5' ` - ---- 66W (MJ) i SS Ssm / STA \\ 16 .7 11.20, R\ T 32 U / . STA 9+9�0 \ \ w W-peraw gs �i 31.0' as ) / 9+00 �. s ' ^ �\ (22.0 LF) as STA 9+66.0$ �\ 31.0' R �\ LOT 30 (28.1 LF) STA 9+340 1 31.0' R 1 \ \ \ STA 8+67.00 i 1 I TA 9+OO.d\0 I 1 0 ` 1 (27.4 LF) 31.0 R . ' RF) (26.0 LF) I I ti I I SS A-7 \1 11 \1 LOT 29 \` I I ISTA 8+96 86 8+9�.5� \ �12 23R 11 \II LOT 28 11\\. LOT 25 i 1 i i I 1 1 \\ Cy 10 oI U LOT 26 1 I 1 LOT 27 \\ a g o 1 C UTILITY PLAN � �. SCALE: 1"=30' o ✓� ti 2633 __ 2633 REY p 2632 2632 2631 - - ----- -- - - - 8: - - SSM-- A - - 2631 APP OXIM TE E ISTI STA i +01 7 SSM A- GRAD AT CEN RLI E RIM 28.8 S 8+9 .56 ' F2630 RIM - - STA 1 +3027 9 - 29.22629 3 - o 2629 - - - - ----- - - -- -- -- `I----- 26287Z -- ---- -- - - ---- - - - -- Z-2628 Q PRO SED FINI H p 2627 F GRACE AT CEN RLI E z z 2627 W 0 U 2626-Z --- ---- - - --- � - - -- Z-2626 2625 Z - _ _ _ Z_2625 --O PROPOSED 8" ElA. 2624 U PVC NATER, MAIN / / U p � / / �� 52.0 �55. , 2623 / __ _ 1 4.9 128. 5 LFf C C) F 8" D - 1 7.p 11b 7 C O) - - LFt-( -C C)- F 8- DIA _ - -- _ _ 0.30 --2623 z n O\ o F 8 DIA. LF EWE MAR ® .40% 2622..-C4 LFf ( 0.33 _ - -- - VO- EWE MAI -® - - -- - - - - - ---- -2622 2621 _ IE 0 T SW = .09 2621 L.uEINE = 22 9 E )UT( W) . 21. 9 } 1 2620_S _t 2.2 F}_118.2 IE OUT( Z _ 9_ ._ - -_-_IE_ N(NE)._-____ 21.5 _ _ W_ - - -- - S 2620 y 0 8" IA. VC IE IN = 21.1 Tn m� C- a 2619 _W _SEV R-IIAIN----_. � -- --- -_---- WW 0. '2% --- ---- - Id- 2619 � Co 2618 2618 (� � fs7 �N C, E-o 2617 ---- ----- --- ---- - --- --- ----- 2617 z Cn 2616 -- -- 2616 a A A � 2615 1 1 1 1 1 I:t2615 9+00 10+00 11+00 12+00 m a � c5 ht UTILITY PROFILE a VERTICAL SCALE: 1"=3' RECORD DRAWING U � HORIZONTAL SCALE: 1"=30' THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION W a FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, � TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT cO RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS bR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. WW THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT a P4 VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E" E- t~ Cn CID NOTES p 0 Fa ol 1. SEE SHEET T1 FOR TEMPORARY BENCHMARK(S), ADDITIONAL NOTES AND a LEGEND. 1 2. ADD 2600 FEET WHERE REQUIRED TO ACHIEVE TRUE ELEVATIONS. a' Q jzC ¢I aizl aaia -a In izl-a i-aaizl aaizl aa1 1 aaizo--�x- aizr- aaizl^' aaiz- '�°aaiz�i�as 1 aai 1-aa21-aaizl= /a 1i1 / //-----11 1 r---- ---�-i i----- co SCALE / 1 co \ 1 1 I I I x I I I I I ° / 11 I I I I I I I I I l a 30 0 Is 30 60 •' �// 11 11 /1 i I I I I I I I I I I I Q o _ I 1 N I I O I I 1 I N I I N I I I I N 1 nm _ F � ( FEET ) // 11 11 F- j l j ~O 1 I 1 1 1 HO 1 1 1 O 1 1 1 Q 1 a 1 1 O I J J I I J I J I I J I 1 inch = 30 ft. \ p� 1 1 _1 I I I I I I I I I I I/iD m \\ x .- I I I I I I I I I I I I /,1 I I I I I I I I �s, I I I I I 1O 1 1 1 I I 1 I I I SNOISIA32I1-8"x6" TEEI(MJxFjLG) I I \I I I 199 LFt 0�1 I1-6" GATE VALVE I(FI G�lMJ) 49 Lo OF1 8" DIA. I I 8" DIA. PVG I " STA 115 09.00 \ \ 15 Ff 6" DIA. PVC WA A� IN I I WATER MAIN I I I m J4 �]C� R (' PVC A E' MAIN 31.0' L S1fA 15'+52.00 1-6" FkRE\HYDRANT ASSEM4 1 Y f(ER I 1 STA 114�6 .00 (36,01 L I 31.0' L 1 0 \ \ �� r Q STA 1 90.00 STA 4 26.00 I I ) I I `\ \ CITY QF ERIDIAN DWG. N0.17. 0 W) I N 31. 11 1 31.0'I L I 31.0'I L I I I I I ( 6.0 LF) I J o STA 13+62.00 1 I 36.0 L I I I I Ld- \ I I (34.11 IiF)LL (36.� LF ( F) I _ \\\ \ \\ x1-8" 22. \ 31.0' L I 1 I =8" 2.5r-- - L-- -----3 L- -- ---j L- -- ---� - Jro \\\ ELBOW (MJ \\{36.7 LF) j 1 ELBOW (MJ) o m = M N \ STA 13+39.00 \ \ - , - - - 2" BLOW OFF PER z N M � of 1O `\ \ `\ 31.0' L \ \ \�� - I CITY OF MERIDIAN � � a0 rt 0) (41.4 LF) \ \ `r �� MB- o0o i M M M M DWG NO 7.128(W) 2 o O .-.44 LFf\QF 8" WA. p� 00 PVC WATEE?�1AIt1 s ��, 14+00 S. BLACKSPU oJ1 ' Y 15+00 SEE WATER �W (n O o _ _ NOTE 4\ _ �y _ STUB OUT 8 LFf OF 8" PVC STA 13+16. \ \ / 00o0 0 / T-TYPE CLEANOUT PER CITY d V) N \ ` �eT se-ass s °O se s9 se yss B SEWER ® 0.40% AND INSTALL O o Ld 31.0' L / o00o J (39.3 LF) ` 1; I o°o°oO0 ¢i 3 ° OF MERIDIAN DWG NO. 7.18B(S) Y O z �\ SEE WATER yj 13' �T- ° ° - ti _ E = 24.38 z m d Ii fJOTE 4 1 22.5' � ..y ,. ,N SSMH A-12 � �� ) �y _�STA 14+11_00 _ o STA i3169 9615+68.56 W I- STA 12+94.00�� /r 31.0' R T�15+04.00 ---, I f- -- --, ' 8..9' R 5.31' R ' `- OJ 31.0' L (26.0 LF) /31.0' R ST 1 5+57.00 I a (32.0 LF) 0y�. /� I/(26.0 LF) I �I +57.31.0' R � � O SSMH A-11 ( I + 1 STA 13+78.91 (26.0 LF) 1 43 LFf OF 8" DIA. / s` \ r I I I - -----------PVC WKTE}Z bTATf�J , i y e� \ ` 9 88 '2.26 R I I I _ -- - - - - �-1 1- 1/•.: '// / I/�I�/!l / NSS SP AM�Iif 1£2i+_a\35l05 `\\ DOU\BLE FSERVICE WATER II xII (Dr~1 IIII I IIII ST --------------_1_g 22:6 . METER Pp CITY OF MERIDIAN I 12+89. 1 DW r9 (TYP. 1ELBOW (�J) 0'83 R .OS W J 0.00 fIII STA 12+60.0, 1 1 31.0' R I- 31.0' L� 3 s I It (22.5 LF) `\ \ `\ I I I OJ I '" $8.9 LF) I :II SEWER SERVICE \� ��\ / I 1 I I 1 - x PER SEWER `\ `\ 1 I NOTE 11 \ \ \\ I I I I I a •---- ---- ------ sE-E H 3 IF-0 1 i1 NTIOL ATION \\\ -------- _ - T III it UTILITY PLAN SCALE: 1"=30' ti o o 2632 2632 2631 - _ _ 2631 SSM A- 2 B �t 2630 S 1 68. 2630 ~ SSMH A-1 PRO OSED FINISH RIM 28 98 2629- _- _ _SSM-1+c1 _ _ TA 1,3+71! GRA E AT CENTERLItE 2629 STA 2+8 .25 RIM 28.2 -9k 4 _ 26280 RIM 2841 28.04 -2628 - - - - - FI RgPOSE 12' DIA. Z _ PROPOSED " 2627 2627 C90 PV STORM PIPE DIA. PRESSURE APPROXIM TE EkISTI G • Ix 2626 Z GRAD• AT CENfERLIII,E -- - SEE ATE- -- - - SEE TER - --- 2626 y, 2625 Z PRO OSE -, IA. NO 4 5.331 88. U PV WA R M 1 Fes( rr } _ 1- � OF " DI(. N 4 2625 y F 8" DIA. PVC SE IN ® �S 0 % PV SEriR MP !/,%% �/� . / / 2624 a r / _ IE 2 .38 4 2623 OW 2 .10 IE IN(S) = 4.36 2622 z z 2.64 IE INS = 23.2, 2622 W E IN SE) 75 P G M NHO E WIrH 262' ~ WA RTIG T PLI IG 2621 w 2620 =I 2620 ��R �/L2 wI9 2619_� 2619 2618 2618 0 O ti 2617 _ 2617 � 2616 -- 'o �Q - - 2616 2615 13+00 14+00 15+00 a cc UTILITY PROFILEJ4Ho VERTICAL SCALE: 1"=3' z F=4 W w HORIZONTAL SCALE: 1"=30' C) p CD o CID x Cn A o I �C'J! 914 co �G � z� a RECORD DRAWINGS THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION H pq q FURNISHED BY OTHERS, WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, E A TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT co RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. El THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT wl W VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E--' EE- c/� I V;-1oW---'-W--104V—w--40W—VJ----4OW--W-----i'owW- . .-------low--------1ow -----10 NOTES w ----,11�•low -low - -- " "'lOW __—"'•" IOW--------low— -- Y�1N! low-'--- p "- -----10w- tow-- IYI H BOW 27.8t - ---- ------ ---------------------JL_• CALDERWOOD DRIVE --J 8 8S 8S 8S 8S ASS 8S 1. SEE SHEET T1 FOR TEMPORARY BENCHMARK(S), ADDITIONAL NOTES AND I ------- -------------- LEGEND. a _ r,• _, . _ u - 2. CONTRACTOR SHALL COORDINATE INSTALLATION OF CONTROL WIRE WITH /p'\I S 89'59'26 , .. �— r —. — — - ----- - -- . LANDSCAPE IRRIGATION CONTRACTORMAY MODIFY IRRIGATION ZONES TO = -_ - o j — — — — — — — — — - — — — EXCEEDED COORDINATE S LONG AS MAXIMUM SERVI R IS T W ,pr GAL , -- C -------- —I TE WITH NAMPA-MERIDIAN IRRIGATION DISTRICT. 60.01 A FACILITATE CONSTRUCTION A CE A EA NO I co I '- - - - - - - - - - - - - II I L 1Nl I LOT -1,�1 o) II II NEO I LOT 13 5' CONCRE SIDEWALK LAWN � I I40 PER IS WC SD-709 I01 I •' I xIl HS ` O1 \o N �p r•�' I I (� I , N F I _.. l A C t C' __ - x Bow zs.af 0 010 _ I I w 1---- SCALE rt� �— "�_- ___ _ / A �I N o (• it � ao 0 20 40 eo - ��/ �__" -\ • AGE EXISTING WELL TO E ABANDONED I METER 1 � ( LOT 14 I x / �uw. I FROM R.bMESTIC USE I ACCORDANCE - (1\ I _ 4 Mw� SNOISIAE4H WITH IDWR REQU REMENTS, WITH /1 Go NC. EIRVI ( FEET ) VERIFICATION OF) ISCONNECT BY �II _/ GRAVEL - V) 7 inch = 40 (t. MERIDIAN PUBLIC WOR S DEPARTMENT II - 11 I LOT 9 - O _ �i 1 -XISTINI; D ^K / / O II ° House I I I x �/ pgLoq 22 cV ` 1 _ LOT 2 _ U w o c c II • ( ' - I W I� m rn I {+' / J � r) co N N .. r l 11 w 1� LOT 1. N I ® F N M I o Y li.l LAW x w w � '1 0)) U < BOW 200 90t l `>,. n • r SHED--- LOT 15 a I • I ® I� C9 ni V) N ( 1J L T 8 I 1 a) � L— I I ° pw oo 0 000 z o z C I 1 C_l�� LLj 11�1}�ITY M IN1N THIS AREA Ld LCT A a Y � J t_n 1 ACF�CONCPTiJ' i)ONLY AND Wllll I �' Z jX O a I p B ESIC�CI1=D�-ANbb BUILT AT A tLA7F �--- - - 6S S x 6S-6S Q � Z m O Df1- ON RLANS FOR THIS A EA '; I \ 0- —1 �J 1 AR IZEd i 6 6S {-6S 00 < O / d- n � 1 � 1 � to li i (.� LOT 16 N 1 7 ll L_r-� — — g1\ 85 I- 8SI vi J �IJC - -aw Bw— _ I 1 �I cc I Ico x eow 3o.lt � (. 3 B'r 8s GRASS—`� U — — Ib / ----- - 1 1 - - - - - -tn III z x 4 ^..� � LOT 17 4 I I I -• LOT j� 60T 3 III I OD { �I I ( xl z 1 0, _ —Cmin I p Y. S 89'59'26" (, 4� I F 4- 1 4 4,c"P 4- 1= PI 6-PI 4=p 4-PI 4-PI zw�m4 PI 4-PI 4-P �� - __ co INSTALL T11 YPE it - \_/� \� r---------� r------------- T ------------------- Z IT 21HR —1 21HH BARRICADE <' BOW 31t -— -- - -- _ I LOT 18 1 -• -J I" I LOT 3 z 1 I —B� 3 / I I 1 , I CO I 1 0 1 / ty m C i � o, I 1 1 4S PROVIDE CLEANOUTS I \ L---------------i / o t ip I F EVERY 100' AND STATE L—— J __ y REQUIRED BY STATE I _ _ - _--_ ------------- _ \ i I N �` PLUMBING CODE OIn r-----------I W I q� I� LOT 4 I I //// \\ p cz,n I LOT 2 I LOT 19 I 1 I LOT 8 // o 1 ILI' I I 135 LFf OF 4" DIA. PVC SEWER SERVICE I 1 L---------------- TAP-EXISTING 12" M IN FOR 1" 1 1 } -1 I- ® 2% MIN. SLOPE I I a 1 I _______________ 1 LOT 10 WATER SERVICE, METER NO SETTER I i SEE UTILITY PLAN (U2) FOR --- I ° r , I x\ u ` I W I \y f o] SEWER MAIN INFORMATION I I -q I LOT 5 --- — — --------=- -------- -- — — E Fn i 1 SSMH A-4A o----- ---------L: - - - - STA-IS+ ,- B+44A.� - 85 S-c8S- 8 SS 8S BS 120_70 iv ----I- _ ` ----- --- _ — — — — — LOT 9 �. • o RIM 39f 28.25 ----------=s--=--- / (MATCH I FINISH GRADE) + 20' SEWER EASEMENT i T------------1-4 8" IE OUT(E) = zH9&20.45 N FOR CITY OF MERIDIAN I LOT 20 1 4" IE INI[N,SW) = aH3 20.90 I \\ // / LOT 6 \) �-\ \\\ C , 3 I 174 LFt OF 4" DIA. N 82 LFf OF 4" DIA. I PVC SEWER SERVICE PVC SEWER SERVICE a 02% MIN. SLOPE ® 2% MIN. SLOPE ti L----I---------- -- -------------- ---- - L--��/ \\ \ \ \ \\ / / / LOT 7 �\ TAP EXISTING 12" M IN FOR 1" a i----i-- ------r ------------------------ WATER SERVICE, METER NO SETTER - / \ \ I N I I LOT 21 EXISTING I / / �P L l ¢ �-• u- N I HOUSE I 1 CO EXISTING WELL TO BE ABANDONED I // // \j 8W - - - ` CD I 1 PROVIDE C EANOUTS FROM DOMESTIC USE IN ACCORDANCE LSHC: I /i / / /�\ 8WEVERY 10 AND AS WITIi IDWR REQUIREMENTS, WITHREQUIRED98Y STATE VERIFICATION OF DISCONNECT BY :. / /// PLUM ING CODE BLOCK 1❑ MERIDIAN PUBLIC WORKS DEPARTMENT / / LOT 22 LOT 1 _ • r/ // / / _ TAP EXISTING 12" MIN FOR 1" I I I / / // / // / // \ \ Q p�� WATER SERVICE, METER ND SETTER I --- GARAGE � // co HOUSE A11-1 --- ----- SHOP III ////�/ LOT 23 /// I I I I I \\\ \\\\ \\\\1\\\ N TRAILER I 1 - --- -- - I ✓ / / / / / / / III III \ \ o LOT 24 / j I I I I 1 \\ \\ \ In a PC' LOT 25 I 1 i 1\ \ LOT 28 \ A LOT 26 I I LOT 27 cn a mot` / a' zccoo --- ---------------------------------------- L---------♦ -------� L-------J L----_J k -------A Ua] a Q L C P --- `.�, 1f2P1 IRR6 I 21RR 6-P�21R 121 12 RPM 1 RR6-PI I 6-PI 1 RECORD DRAWING PQ THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY UTILITY PLAN TREASURE VALLEY� INFORMATIONERS. WHILE THIS ENGINE RS CANNOT ASSUREIT'S ACCUIRACY, AND EVED TO ETHUS IS NOTcc SCALE: 1"=40' RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT'AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT .w7 VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E--I C/] - �- -- 2" FIRE_�ERVICE WITH CURB. x- Z , � TOP"V,4LVE TO BE INSTALLED \ I A-1A / BY LICENSED FIRE Z STA 4449 MH B 20N AeTO I 8 I II \ SCALE 0+99.40 y A PROXIMATE LOCA 0 I 3 v I --I / F 2" WATER SER CE 1 I I 30 0 15 3o 60 7 LFt OF / I I �'.-es S \ F �� / (COORDINATE WITH AP, ATE LOCATION 0 6" 8" DIA. PVC / MECHANICAL PLANS) SEWERS RVICE (COORDINATE ;I w I w O WAl) R MAIN Ox/ �/ WITH MECHANICAL PLANS + P 0POSED B" DIA \\ SCALE WATER METER NO SETTER FOR STA 2+8 .11 39.4' L ) I 3 r l �s I oo I i P C SEWER MAIN \\ 30 15 30 W ( FEET ) / 9 o POTA LE WATER PER ITY OF MERIDIAN / 39.0 LFf 0 1.0% MIN. SLOE 1 n 1 ' I I �( E SHEET U7) \\ I 60 Q DWG N0. 7.06 AND 7.066 W ' I I? \ 1 inch = 30 ft. ��) /��. / ( ) ( ) 1 e" TEE (FLG) CONNECT TO EXISTING ( y �.� / - `-- --- a$ �� 3 SEE WATER NOTE 4 I I< I �E SERVICE WITH CURB"", DIA. WATER MAIN YII fH \ 79 LFt OF 1 L t OF 5 f OF I 50 r i l I I" S' P�DVaLVE TO BE INSTALLED \\ ( FEET ) 1-8" TAPPING SADDLE \ \ 8" A. PVC cP DIA, PVC r 0j I Y' �ry$B� VICE \\ 1 inch = 30 ft. \ I v 8' DI . PVC SSMH A- 1-8" GATE VALVE (MJxFLG) b ' \ \ 1 WATER MAIN TER MAIN TE MAIN I } `�------------- I CONLTRACTOR F \ co -- ----- ---- - --==- = - �--°-- _.____` �__ _J ------- I I IRE SE(i CONTRACTOR TO FIELD VERIFY LOCATION/ yy�. ; 62 Chi 0 \ 3 I STA 4+08.86 I I'° I \\\ W YE do i AND DEPTH OF EXISTING W� R MAI ,- fq I E I I WATER METER PROXIMATE LOCATION OF X4RRVICE [ co �) g 8"/6fA. P 6\ \\ s v CD a I I' oo AND S TTER FOR ( 0.0 DONATE WITH MECHANIWATER AGAIN \ w �w w w -aw w�waw L POTABST 1�22.5- EL MJ ? " t N CITY 0 MERIDIA 38 LFf 0% MIN SLOPE \ o ) o \ 144• N APPROXIMA A71 N_ / I I• SEE WATER NOTE'44 s 3+00 00 I EWE ER CE 00 DI�J_TE I f I 31 D DIA, f ( \ as as es a as 8s 8S a s as ,q p _ _ I -8" ADAPTER J) \ i\ \ -- - -_-- _ I WITH M CHANIC -PL"AN§) \ ` \ L. -- - - _ ��,. I I'. 0 LF OF 8" IA'. V 4 / 1-8"x6" TEE ( G) \ --- - _ _--�_= -- _ -� - - 9 1.__- STA"4+08.11 2 .1' R ATER AIN IN 16"o 2" FIRE SERVICE\WITH B 32.0 LFt ® 2.0 ° MIN. SLOPE 115 LFf OF 8" DIA. I I s -6" CAP (FI/ ) STOP VALVE TO BE INSTAL D O xFLG) I I �; TE �: LEEVE ER•'CI Ii; m N / 1 6" GATE LGxMJI) B ICE IRE 5 VIC o 7 y'° cal 1-6" , ATE VAL (� GxM I 6 I Q !' CONTRACTOR FIRE SSMH A-17 - I I WATERS ERVICEO COORDINA " I c E SL VE EDE AIN TEE 1 ��± LFf 0 VCSS ATER ql \ Z ��// PVC WATER MAIN /yy / 7 TL--1 3 Ft OF 6" 1R�RV IN I m ( \. T a 1-� FIB EMBLY PER \ A3a - i _/ STA �+}6 �9 2+17.0� 1 11 1 3 -� WITH MECHA ICAL PLANS) I L- ---=-_ L -- - -=� ^\ CITY OF NO. 7.10(W) \ �1 SI�IOISI 8"x6" TEE (MJxFLG) 1-6 IRE HYDRANT ASSEMBIX P I 1 - - \ ?cy C 0 ERIDIAN DWG. N 7. W z APPF} XIMAI `LCAl10N a 4 I II 1t61 A VALVE FLGxMJ ( ) 1" WATER TER- SE R FOR -� / �a ( ) I I w wwaw w w 0y eiS .� / / yyFt101r I ------ PVC WATER MAIN APPROXi OCATION I I POTABLE W TER PER CITY F s s t OF 8" DIA. SEWE R CE r/ ANT ASSEMBLY PER o o II QOORDINATE r o OF 4" SE S�RVIC�LFt OF 8" D I 2W MERI TAN D G NO. 7.05(W) o � _ C WATER MAIN �'} I 3-ems es �s�s�s cb ECHANICAL PLAN / // th 7 ' ITY OFIIMERID,I )WG. 7.10(W) (COORDINA E WI PVC WATER I I w I 2" FIRE SERVICE WITH CURB I ------ - - - �I / cV STOP VALVE TO BE --- SS H A-16 -as / STA 3+70.43 / (� w o MECHANICA I I y_ _ W 95 LFf knO SLOPE / _ STA 3+00.20 �,1' I INSTALLED BY LICENSED TA 1A-F98�+ 4+08.86 1 \ / S / ) ~ - .__ _-'--- 2Wy 2W 2W FIRE SERVICE CONTRACTOR • ' - I I' -I� \ / /,y 'R XIMATE LOCATION 0 1" _35.0t LF-® 2D°'MIN LOPE , � II W VICE (COORDI ATE WITH / / r I II !-\ ., APPROXIM �AT1 r r / BUILDING P�MIT WILL L___. . _APPROXI TE L '� ? J x M I r BE LIMITED TO THIS I 8 " / HA ICA PLANS) / H 00 I t Lo II 111 � 0 ,RE S G -8" 45' ELB MJ) � y '-- 5 LFt 6" EWERS f OF 6" S ER E � : : E I I S _ ' EL (MJ) \ , /M / � w � n � r' y I / C00 I ATE 1N I 1 1 . �01� MJ 1 E R I�D / CLOUDED BUILDING ® y,.. _ l 0 2" RE'' R O UNTIL FINAL PLAT IS I 11 LL/\ �1(C00 INATE (2 MI _SLOPE PR001 y MECHA L PLA �L , SETT 0 OT LE Q ^ I W YtEC A AL PLANS / tf0 ✓ \ ) TO .VA 1 ' I STA �E I I \ / Q _ 0 ^ RECORDED 1 11 vl / LEA l�fJS� VERY 100' OR / d ST 4+9 1 17 � N = � \\\WATER P C1 OF / W N O Q p � PPROXIMATE CbjA N �i/ EQUI BY PLUMBING �/ p' 8 LFt ® 1. _ Y ICEN, I E VIC I I I `\ MERIDIAN D 6 7.05(W) Q, 0- O L v o r / 11 1 OF 1" WATER SCR C / / y { s o\ / Z N I 11 ® COORDINATE 7H / / / APPR•�(IM E LOCATI N ra \ `\\ `\ ' / w t 1 ( L/ 1-6" GA IRE SERVICE WITH g N ( \ - CON AC' 1 OF 2 W -SERVI _ O \ \\ / W Y N l j MECHANIC P ANS) VAL J) CURB TOP VALVE TO / WAND T \o ATER METER S / p LICENSED FI SERVICE rM tr ) AND E R P R 'Ielf FOR POTABLE WATER CITY / I BE NTALLED BY / / ¢ / (C p DIfVATE WI 2" TE M R ATE R I' IOF f ' / M x / / / o ; / C 7TE LE OXIM-A L C J� W m O Q \\ / < CONT CTOR /. o L��HA PL CITY F E DIN Fi I��Iii \ \ 0- APPROXIMATE LOCATION MERIDIAN DW 0_7@ - - �' -�I�-- E D N D 0 IOW) QRD j \\ / ICAL A S r � OF 6" FIRE SERVICE _ _ ---._._.. ---- i / / + II DWGINb I7.0 O \1 y > _ /� / \ .. cp /, Q MECH NC S // \ W (COORDINATE WITH ,. _�� / / �' - - -__APPROXIMATE LOCA110 °. ¢ ., / \ I II I x STA 4+ 9�08 � 00 LFt ® 8 MIN LOP MECHANICAL PLANS) ,2" WATER M RAND //�/ / OF 6 SEWER SER/VI e / I II I ° •. 9 • (� / / o SETTER FOR 07ABL� 161 LFf OF 8" 1 / SETTER ND ORDINATE WI -�� / / I o.m ' _ I \ APPROXIMATE L� ATION / \� APPROXIMATE LOCATION WATER PE ITY OF PVC WATER - N i� 9 T� MEC ANICAL P ) ~ I OF 1" WATER RVICE / /� OF 2" WATER SERVICE MERIDIAN WG Z r WATE E CI1Y STA 4+� (COORDINAT WITH i V / L (COORDINATE WITH 7.06 W AND O6B W / I WG N0. 1231• R a'` i jj X MECHANIC ' PLANS) j O O 99 MECHANICAL PLANS) / 7.06( IUD 7.06� ) / ' II _ / (� •• DOM71G! AND FIRE SERVICE ?� /� j APPROXI A LOCAl70 j II ESE 1 �FURjj j �\ \ p� \ I TAl D /INES QUIRE A 6ACKFLOW \\ 1,_6"__GA V �Y / 6 OF 2" ATER SERVICE € 11 ry REVE .TION VICE AT` E.POINTf `l\\ � � ---- 2y. _ s-- / ---i - ----- COORDINATE WITH / / \ \. II �./ \\ OF EN1RY, T ANY BUILDING: THQ?ai - ,t / CHANICAL.PLAN$ / / \\ I AC R /Q0) V \ TYP OF D VICE IS CONT NGENT / / / \ / (� ♦ r\\ UP� ' THE EGREE OF HAZARD. / \ TEE\(MJxFL� =1R s /� ELBOW�MJ /�dr \ \ 1-,W CAP = / a / II \ ` k �♦ \\\ 1- " G V VE (FLGxMJ) A/i %/ /ti 8 LFt OF f PV WATER MAIN\ ��rry 1-6" FIRE H R NT A EMBLY PER I ,W TER-M R-.AND (y .x'� TAB- / ,'. q, \ \, I 11 f �' ' / l� ♦ T.\\\ CITY OF MER DI N DWG. 0. 7.10(W) 1 c S R FOR I00TABLE-- 1__ / / / \ a\ I x I / o y \ ,a ATER PER CITY OF _ Ate..- --�! .. . / \ B\No `\\\ 36 LFf OF 8" DJA..` I ° MERI_DIAtaI_DWG-N s 81 c / \ \,\ \. II • \\ � \ \ ��TEf�MAIFt- 6 1 ( .A BS \ k \ �.,•� �_-� <IA� ':a ,\\ \ \ \ . I O I - � % jam, ♦ s K +\ APPROXIMATE LOCATION \\\ \\\ \ \ ♦\ \\\ OF 2" WATER \sp/ �� T �y� \♦\�\\ SEE SHEET U2 (COORDINATE \\ ♦ y sy ° \ \ ° y &\ \ MECHANICAL PLANS) \ APPROXIMATE LOCATION C:� OF 6" FIRE SERVICE �r °4 p \ . I v �ey0 \♦ \�\ / (COORDINATE WITH ° ae e x O / Cn o o MECHANICAL PLANS) �` y �'♦ k \\\ // e; ry2¢y Y✓�� /IjTILI'fY ;4N ~ SCALE: 1"=30' / \\\\\ \sy ♦ 9S y j�\"{�\_ •`:\ �\\\\\\\ 0 p j/ a'¢\; .ti `I`�\ 2630 2630 / `� \♦ \ \ / °'h•\ ; ♦` \*\\ % /"¢'// \ \\, \ 2629 -2629 W UTILITY PLAN - STA 1 +00.00 TO STA 4+08.11 262E 262E {{�� SCALE: 1"=30' SSM A-1 p 2627 STA 08.8 g0e - 2627 RIM P64f2 .33 PPRO IMA FINI H GRADE 2626 EXISTING G ADE 2626 2628 2628 2625 - _ _ 2625 2627 2627 SM A=16 _ SSM A-IA SS H 17 PROPOSED S A 4+0 .86 2624 _- 2624 STA 99. S 2+1 .02 _ 2626 FINIS GRADE RI = 2626 z - f -STW +00. 0'(E--CAt)ERW 0 -RI = -25:5 -- 5A3 2623 2625 RIM 23.1 - o 2623 _ _ _ 2625 _ - - - - - - - - PRO OSE 12" - - - 2622 v 2622 2624 _ _ _ - - -_ _ PRO OSE 12 EXIS NGM RAD S ORM PIPE 2624 2621 _ I 2621 �j 2623 DIA. C90 PVC 2623 �� Si0 M-PI f� - �, P OPO ED 2620 / / 2620 0, 2622 DI P ESSU E 2622 R I AIN SEE WATE ROP SED DI 2619 2619 2621 _ - - NO 4 VC ATER MAIN d 2627 SE WA R PR POS D 8 DIA. 2620 2618 / NO 4 P C WATER MAIN _- ¢ o - 2618 �O�cr 2620 - w Z 2677 _ _ 2617 2619 � 2619 SEE PRO ILE 2618- S ENO 4 0 C F 8" DIA.WATERPVC EWE MA 84 E� 2618 2676 L FT SEE ETAcnL 1/ HEE UD1 2676 a xp - 187. ( 1 1.78 IE OUT NW) - AAA- 0TE 4 2615 -- - 2615 Co 2617 - ( / ___ 8 6= EJN SW) - 9 83- PROF OSED 8- 2617 J PR POS 8" DIA. E'd' IE OUT( ) = 17.7 6 IE f (E) 19 55 WA MAN 2614 PV SE R M IN 2614 - E O 2616 1g ® k� IE IN(SE) = 17.7 4" E IN SW 19�63 BEY D (SEE 2616 p l R PRO LE, IGHT 2613 2813 z 2615 - �17• - ! SF,V L - - 2615 M � A•+ a 2612 2612 A Q 2614 2674 2611 O - ---- --- --- - NOTES 26n A CIO A. 2613 2613 ROP SED 8" D A. PVC WATER AIN / cy 2610 IN 1 DI STE L CASING PER CITY // _2610 2672 1. SEE SHEET T1 FOR TEMPORARY BENCHMARK(S), 1 MER DIAN PIPE SING DETAIL w � 2612 ADDITIONAL NOTES AND LEGEND. p E 0 T(E) 2. COORDINATE LIGHT PLACEMENT WITH CITY OF 2609 (SEE S EET D2) 2611 - - E IN(W = 12. 1 MERIDIAN PUBLIC WORKS DEPARTMENT. ^^ E INS = 121 2611 3. PAVEMENT RESTORATION/WIDENING SHALL BE 2608 RECORD DRAWING 2670 IN ACCORDANCE WITH ISPWC SD-806 AND THE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION a 2610 GREATER OF THE FOLLOWING SECTIONS: 4+00 5+00 FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, 1+00 2+00 3+00 4+00 A) EXISTING ROADWAY PAVEMENT SECTION. TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT cc B) 3 INCHES OF ASPHALT, 6 INCHES OF RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS UTILITY PROFILE - STA 1 +00.0 0 TO STA 4+08.1 1 3/4-INCH MINUS, AND 20 INCHES OF UTILITY PROFILE OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. 6-INCH MINUS PIT RUN. RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT a W VERTICAL SCALE: 1"=3' VERTICAL SCALE: 1"=3' VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E HORIZONTAL SCALE: 1"=30' HORIZONTAL SCALE: 1"=30' va No Z m 1. SEE SHEET T1 FOR TEMPORARY BENCHMARK(S), ADDITIONAL NOTES AND LEGEND. oE-4 2. COORDINATE LIGHT PLACEMENT WITH CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 3. PAVEMENT RESTORATION/WIDENING SHALL BE IN ACCORDANCE WITH ISPWC SD-806 AND a A 2 THE GREATER OF THE FOLLOWING SECTIONS: E A) EXISTING ROADWAY PAVEMENT SECTION. B) 3 INCHES OF ASPHALT, 6 INCHES OF 3/4—INCH MINUS, AND 20 INCHES OF 6—INCH MINUS PIT RUN. W A � o / , U / < o o CONTRACTO T VERIFY EXACTSAW LOCATION D EPTH OF EXISTING AND MA, TACK COAT, I ✓ / 5 8" DIA. SE R AIN � / \ I _---__--- - ( / � � AND MATCH EXISTENT I -REPtACE-EX+S-nN i 1 p9 PAVEMENT �- --- - -3 I � - -- -� -- - - � .-1 SSMH B-1 ---- / ^ I 0y Z co R STA 1199.96 2+ 0 i 33+00 w 2w 2w zw zw 0+93.93 I I as s9 as as as as as as.- I as a s SNOISIA'1H 1 _ 46 _._.gyp - _- / Tp. /-�-•�•T¢ - T�a'�j ......�-=�__.__—_ m1- Ifi C_ 1 1i3=-� _ �FP- _.__—IB/ ._ 4la _ SSMH B-2 - 00 STA -n 2 � TYPE "P" PAVEMENT R�TORATION I y�' ^k ' m " T- - --- - -- 3+55 63 -��_� =_ (� w o_ PER IEPWC SD-303 I I - ~ Hit \ I / X'-=d1 Y, //'.-� - .''d .".- —__X�---. "XLL —X - -X—� AI,.-'I -tll•�=��- �-� ^` W N O O O M it . x_. - x �. w _ . W UTILITY PLAN - STA 1 +00.00 TO STA 3+66.22 SCALE: 1"=30' B- a1 U 2626— PRO OSE SSM STA 55. 3 2626 ® U Fl 1SR- RA RIM-. ' 5f 2 �— 2625 2625 o � ------- ---- ---- -- - - - 2624 ti SMH B-1 _ 2623 - - -- TA 9- _ 9 .fl _.- - - - - 2623 RIM = 21. 1 2622- - - - - - APP OXI ATE _ - - 2622 a 2621 -- ---- EXIE TINT GRAD— _R DPOS D-8 -DIA. __ — 2621 PVC W TER MAIN {� 2620— - --- - - - -- --2620 2619 2619 2618--- 3 - 2618Ld O 2617 V) —2617 2616 2616 2615 W 2615 2614 2614 IE 0 T(N ) = 15.6 2613 2613 EAR 1 ® -909G N(11 - 8 J 6 2612 8" IA• VC " IE IN(S ) = 15.9 --- Cj- - 2612 2611 — -- _ LF- Z6 .' 0 O� �4' ty 2611 `j',P sslo 25i. - -- — — -- — — 2610 2609 EX STIN 8" I = 0.00 (FIELD RIFY 2so9 2608 2608 apppp 1+00 2+00 3+00 7 co � �O ' z UTILITY PROFILE - STA 1 +00.00 TO STA 3+66.22 � VERTICAL SCALE: 1"=3' Q HORIZONTAL SCALE: 1"=30' O cn a � zcc RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION a FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT cp RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. E, THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT 7 FT? VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E" Ems" cn z OPEN GROUND SURFA�RESTORATION- THE UPPER G_gAVFI SURFACE RESTORATIONL BACKFILL HYDRANT MARKER PLACEMENT SPECIFICATIONS TOP OF CURB FINISHED SURFACE 10" OF THE BACKFILL SHALL BE CLEAN TOP SOIL, UPPER 6" OF TRENCH WITH 3/4"(-) CRUSHED 12" THE SOIL SHALL BE MOUNDED 4" ABOVE THE GRAVEL. REMAINDER OF TRENCH AS SHOWN (MIN.) TWO OR FOUR LANE ROADWAYS PROPERTY LINE (UNLESS OTHERWISE NOTED) a A NATURAL GROUND SURFACE. BELOW. CL OF SEWER MAIN E, FINISH GRADE in *10' S&E FJ EXISTING STREET a 5' N&W to SURFACE FINISH GRADE LENGTH "A" 4" TEE-ROTATED 45' w I Q SURFACE REPAIR EXISTING ASPHALT FROM HORIZONTAL FOR MAINS >4.5' DEEP. 72" GROUND OR AS SPECIFIED 18" °Z$° "'�> I � o a 4" PIPE (UNLESS OTHERWISE GROUND SURFACE o° uo ELEVATION "B" SPECIFIED) TEE SHALL BE ROTATED MIN. ° ° FOR MAINS <4.5' DEEP, o EXISTING BASE TO MATCH SLOPE OF 000 oa; MIN. GRADE-1/4'"/FT., 1/8'"/FT. IF APPROVED SERVICE LINE. CD 0 O Op UO W p / \ �r 4"-1/8 BEND BEND AS REQUIRED, TAP INTO � ao \\\� 95% OF �� U U \ cJ ■�StripedRoadways WATERTIGHT CAP OR TOP HALF OF SEWER LATERAL. �+ 1 AASHTO T-99 7 0 0 �j \� Marker placed PLUG (UNLESS JOINING Q � 1 J w w 6'" EXISTING SEWER LINE) TYPE "A" 1 (A n \ �/ to hydrant side x Of Unstriped Roadways of solid or TOP OF CURB FINISHED SURFACE TOC CONFORM AS SPECIFIED <' W' Marker placed on cente . W broken stripe. TO CONFORM TO OSHA 3 N / \ of roadway. 1.ON UNSTRIPED ROADWAYS,BLUE MARKERS *10' 8&E PROPERTY LINE UNLESS OTHERWISE NOTED) en SHALL BE SET IN THE CENTER OF THE ROADWAY. ( ) 5' N&W a a OF SEWER MAIN w w ° ° ° ' n LENGTH A" 92% OF � � 680 °°` 2.ON 2-LANE OR 4-LANE STRIPED ROADWAYS, x¢ SI\IOISIA�2I ° BLUE MARKERS SHALL BE SET 6"TO THE HYDRANT AASHTO T-99 BACKFILL MATERIAL LOCATED x x "A" MIN. GRADE-1/4"/FT., a < 3 4'" CRUSHED AGGREGATE SIDE OF THE CENTER STRIPE. in TRENCH BACKFILL FROM 4' BELOW FINISH GRADE / ELEVATION "B" 1/8"/FT. IF APPROVED TO FINISH GRADE SHALL BE OR SANG BEDDING. SEE BELOW. COMPACTED TO A MINIMUM 3.ON 3-LANE OR 5•LANE ROADWAYS,THE BLUE 4"-1/8 OR 1/16 Op 0 o MARKER SHALL BE SET 1 FOOT INSIDE OF TURN BEND AS NEEDED N TRENCH WIDTH SHALL _ OF 95% OF AASHTO T-99. _t to j /� LANE NEAREST TO THE HYDRANT. U w O BE O.D. OF PIPE PLUS THREE OR FIVE LANE ROADWAYS 2 FEET. 5 0°80 o Bo°°�°o/ 4. IN LOCATIONS WHERE HYDRANTS ARE SITUATED J Ct) c0 N 4"-1/8 BEND r, 1 O ON CORNERS,BLUE MARKERS SHALL BE 4" PIPE (UNLESS I- •r� I INSTALLED ON BOTH APPROACHES WHICH FRONT WATERTIGHT CAP OR OTHERWISE SPECIFIED) I w I- Co � Lo BACKFILL MATERIAL LOCATED "A" - 12" THE HYDRANT. PLUG UNLESS JOINING \\ O r7 O) N FROM TOP OF BEDDING MATERI L SEWER: „B„ 4„ 3/4" CRUSHED AGGREGATE EXISTING SEWER LINE) (Y., Q o 00 GRANULAR PIPE BEDDING; 5.CONTACT FIRE DEPARTMENT FOR OTHER W cn O Q o SEE SPECS. TO WITHIN 4' OF FINISH GRADE 'A" - 12" CONFIGURATIONS NOT SHOWN ON THESE DETAILS NOTE: SEE SEWER CONSTRUCTION PLANS 4" TEE-ROTATED 45' p-, O 2 N O SHALL BE COMPACTED TO A WATER: „B„ - 6„ SAND BEDDING FOR LENGTH "A" AND ELEVATION "B". FROM HORIZONTAL O Z � "N 01 )) MINIMUM OF 92% OF AASHTO (888-1234). 45• (UNLESS OTHERWISE a O L SEWER - 6" WATER T-99 NOTES: SPECIFIED) W m z X TYPE "B" w BEND OR 1 DE l Z O L, BEND AL NEEDED, TAP INTO -! 1. THIS TRENCH SHALL BE USED TO PLACE PIPE OF 6" OR LESS S DIAMETER. TOP HALF OF SEWER LATERAL. r- FOUNDATION STABILIZATION ^ ' _ 2. BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF AASHTO T-99. � W � WHERE REQUIRED FOR SOFT ^ ^ ° '" N O TE 3. TRENCH SHALL CONFORM TO O.S.H.A. REQUIREMENTS. OR UNSTABLE FOUNDATION. " WHERE TRENCH PASSES THROUGH 4. ASPHALT TRENCH REPAIR PER ACHD DWG. SD-307, TYPE "P." ,� NOTES STANDARD SEWER SERVICE CONNECTION Z ., EXISTING PAVEMENT, THE 5. ALL ASPHALT CUTS SHALL BE NEAT AND IN A STRAIGHT LINE. MARKER SET I -NTS- ° PAVEMENT WILL BE CUT ALONG A FOOT INSIDE TURN 1. CONTRACTOR TO VERIFY LOCATION O NEAT VERTICAL LINE A MINIMUM 6. FOUNDATION STABILIZATION IS REQUIRED WHERE BOTTOM OF TRENCH IS SOFT OR UNSTABLE. LANE INSIDESTRIPE OF JOINT UTILITY TRENCH AND OF 12" FROM THE EDGE OF THE ------- NEAREST TO THE EXTEND SERVICE LINES 10' PAST P/L STANDARD DETAIL FOR OPENING. 4- HYDRANT. 1 ON THAT SIDE OF STREET. CITY OF MERIDIAN, IDAHO i 2. SEWER TAP AND SERVICE LINE WITHIN STANDARD SEWER SERVICE CONNECTION RIGHT OF WAY INSPECTED BY PUBLIC NOTE STANDARD DETAIL FOR STANDARD DETAIL FOR WORKS - SERVICE LINE FROM RIGHT OF PUBLIC WORKS DEPT SEE ACHD DWG. SD-307 FOR STANDARD DETAIL FOR WAY TO BUILDING INSPECTED BY 660 E. WATERTOWER LANE, STE. 200 ASPHALT SURFACE REPAIR. CITY OF MERIDIAN, IDAHO CITY OF MERIDIAN, IDAHO CITY OF MERIDIAN, IDAHO PLUMBING INSPECTER MERIDIAN, IDAHO 83642 TYPICAL TRENCH DETAIL SERVICE LINE TRENCH DETAIL HYDRANT MARKER PLACEMENT DESGN: C.O.M. OWN: C.O.M. PUBLIC WORKS DEPT PUBLIC WORKS DEPT PUBLIC WORKS DEPT SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.16(S) 660 E. WATERTOWER LANE, STE. 200 660 E. WATERTOWER LANE, STE. 200 660 E. WATERTOWER LANE, STE. 200 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 12" FLUSH OR 1/4" MAX. DESGN: C.O.M. DWN: C.O.M. DESGN: C.O.M. DWN: C.O.M. DESGN: C.O.M. OWN: C.O.M. #4 REBAR @ 20" O.C. SCALE: NONE DATE: SEPTEMBER 2001 IDWG No.: 7.02 SW SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.03( ESCALE: NONE DATE: SEPTEMBER 2002 IDWC No.: 7.11B(W) CONCRETE COLLAR NEW SURFACING q (2-4) 1" DIA. ° ❑0❑ ❑ ❑ HOLES SPACED 5, ACO EQUAL DISTANCE MANHOLE STEPS ❑ ❑ ❑ ❑ ❑ ° ° EXTEND 2"x4" MARKER AND-'- o z ❑ ❑ ❑ ❑ 3 PAINT FLUORESCENT GREEN a ❑ ❑ ❑ ❑ ❑ 91 ° ti ❑ ❑ ❑ 6" (2) #4 REBAR HOOPS m o °�F' o 0 ❑ ❑ 2' DIA. oo � � HANGER STRAP °° - -� M ❑ ❑ CONCRETE COLLAR GRADE RING '/i✓i�/i,' SEE STD. DWG. NO. PLAN 17\71/// _ /�l/?/i?lilt?/i� ❑ ❑ 7.25(S) OR 7.26(S) SURFACING TO MATCH EXISTING ° a 1 FT. MAX. HEIGHT® 7. 2' DIA. ^ n o DUST PAN (WHEN SPECIFIED) ^ 41, 6 GRADE RING PLAN e THREE 6" DIA. COILS 2 1 3/4•• M � PRECAST MONOLITHIC ECCENTRIC CONE ° Cd 2"x4' MARKER M SECTION (ASTM C 478) 48" DIAM MH ONLY. �� >48" DIAM MH, SEE ISPWC STD DWG SD-502 STANDARD DETAIL FOR �q' l CITY OF MERIDIAN, IDAHO ;y I MANHOLE COLLAR DETAIL-PAVED AREAS NOES_ RAMNECK OR APPROVED <� 19 1/8" -►{ ALTERNATE ALL JOINTS 1 7/8" i. MANHOLE COVER AND FRAME SHALL a. 20 1/2" BE MACHINE FIT. (NON-SHRINK GROUT OUTSIDE) PUBLIC WORKS DEPT 1/8 COVER 2. COVER SHALL HAVE BAXTON FOUNDRY, 660 E. WATERTOWER LANE, STE. 200 �" 12 GAUGE GALVANIZED WIRE; STAPLE TO BOISE IDAHO, PATTERN, OR EQUAL. MERIDIAN, IDAHO 83642 - BOTTOM, TOP AND BETWEEN. MIN. WT. 93 LBS. 3. DUST PANS ARE TO BE MADE OF 22 PRECAST CONC. MANHOLE 1 1/4"--{ 1 2" CRIMPED GA. GALV. SHEET METAL. LMANHOLE STEPS (ASTM C 478) DESGN: C.O.M. DWN: C.O.M. I / HANGERS: 3-1"x1/8" (MIN.) METAL SEE NOTE 6 SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.25(S) EDGE STRAPS SPACED EQUALLY. c>` 4. DUST PANS SHALL BE REQUIRED FOR ALL MANHOLE INSTALLATIONS IN DIRT DIAM = *see table below " /- LONGITUDINAL SECTION OF OPEN TRENCH AREAS AND GRAVEL ROADWAY AREAS. / RUBBER GASKET / 5. COVER AND FRAME SHALL N. ASTM A SHELF SLOPE 1" v� 19„ 48 CLASS 20 KSI CAST IRON. 1"/FT. \\ DUST PAN 6. COVER MARKING SHALL BE "SANITARY `O ' / no WATER TIGHT25 3/4" SEER:; MINIMUM 1-INCH LETTER ° ° °° D ° PRECAST CONC. BASEPLUG OR CAP - 3/8„ 3/4' ° ° ° ° 9•,MIN. ° Nz - -yy4' TYPE I BEDDING 3/4 PIPE IN TRENCH SEWER SERVICE PIPE - 2^ D+2'2"x6' CEDAR ORSECTION A- A/REDWOOD BLOCKING �n / 3" REQUIRED ObV L� I NOTES: PIPE DIAM DEPTH MANHOLE DIAM 1. VERTICAL WALL SHALL BE PLACED ON UPSTREAM SIDE OF MANHOLE, ROTATED 45. - PIPE BEDDING 22" 8" - 18" >78' 60" \ 2. MANHOLE FRAME AND COVER: x z MATERIAL 1/4"/FT. MIN. SLOPE (MIN SLOPE 24" A. SEE DWG. NO. 7.19(S) > 18" ANY DEPTH 60" 1/8"/FT. WITH OWNER APPROVAL) B. FRAME AND COVER SHALL BE FLUSH WITH SLOPE EXCAVATION LINE 31" AND PAVEMENT. a G\j STANDARD DETAIL FOR STANDARD DETAIL FOR 3. GRADE RINGS SHALL NOT EXCEED V-O' IN HEIGHT. STANDARD DETAIL FOR co CITY OF MERIDIAN, IDAHO FRAME CITY OF MERIDIAN IDAHO 4. WHERE PVC IS UTILIZED, A RUBBER RING IS TO BED INSTALLED WHERE THE PIPE IS IN CONTACT WITH CITY OF MERIDIAN IDAHO SEWER SERVICE MARKER MIN. WT. 147 LBS. MANHOLE COVER AND FRAME MANHOLE BASE AND/OR MANHOLE CHANNEL, IN STANDARD DETAIL FOR z E'O ORDER TO ENSURE A WATERTIGHT SEAL. STANDARD MANHOLE O W CITY OF MERIDIAN IDAHO PUBLIC WORKS DEPT PUBLIC WORKS DEPT 5. A CONCENTRIC CONE SHALL BE USED ON MANHOLES CDx 4'0" DEEP AND LESS. PUBLIC WORKS DEPT SEWER PIPE INSTALLATION DETAILEn 660 E. WATERTOWER LANE, STE. 200 660 E. WATERTOWER LANE, STE. 200 6. MANHOLES MORE THAN 4'0" DEEP SHALL BE EQUIPPED 660 E. WATERTOWER LANE, STE. 200 .--I w Cx'3 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 WITH STEPS CONFORMING TO SECTION 4.3.A.9. OF THE MERIDIAN, IDAHO 83642 PUBLIC WORKS DEPT q " E- CITY OF MERIDIAN STANDARD SPECIFICATIONS. 660 E. WATERTOWER LANE, STE. 200 Ca!1 DESGN: C.O.M. DWN: C.O.M. DESGN: C.O.M. DWN: C.O.M. DESGN: C.O.M. DWN: C.O.M. MERIDIAN, IDAHO E, 6 a Oj SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.17(S) SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.19(S) SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.22(S) DESGN: C.O.M. DWN: C.O.M. �' �r- I� W z co SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.15(S) E� z 3 a RECORD DRAWING PQ THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION a FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, .�- TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT GD RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. W E, THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT 1� P4 VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. H rn NOMENCLATURE LISTING TO BACK APPROXIMATELY V-3" NOTES: 24' 17 17 1. NO GALVANIZED PIPE OR YELLOW BRASS FITTINGS SHALL BE USED. OF SIDEWALK V] /2" - 2'' WATER SERVICE CONNECTION Plastic skids, 2. ALL SERVICE PIPE SHALL BE ULTRA HIGH MOLECULAR WEIGHT Z NOTE$_ COIpiCO Inc. Model PX POLYETHYLENE PIPE SIDR 7, CUSS 160 IN IRON PIPE SIZE (CRISCO 9hZ7��i .i 3 8" X 14" Painted Steel Casing I-•-t 1. AWWA C-900 PVC WATER MAIN. 1. NO GALVANIZED PIPE OR YELLOW BRASS .`W„1��T7/��G .��,vii'G 1-4 or Approved Equiv. / g PIPE 5100 ULTRA LINE) 3/4' OR T. END BEVEL W11H MUELLER 2. SADDLE WITH C C THREAD AND STAINLESS STEEL STRAP. FITTINGS SHALL BE USED. ( Diameter determined by size TOOL ONLY. 2. NO TAP SHALL BE MADE WITHIN ONE FOOT OF Spaced ® 6.5' Q.Q. 3. SADDLE COIPUNGS SHALL BE USED FOR CONNECTION OF ALL r� 13 of line to be Sleeved. SERVICE LINES TO PVC MAIN. ALL SERVICE SADDLES SHALL BE FINISH GRADE SLOPE TO a Ia THE PIPE ENDS. ) FORD TYPE X LID COVERS N0. X43, 04 3. BALLCORP TYPE FB400 INLET AWWA TAPER-CCxPACK JOINT W/S.S. INSERT TILE EPDXY COATED STEEL WIN STAINLESS STEEL BAND AND MUELLER BACK OF SIDEWALK 13 1/2" OPENING - 11/3V a THREADS TYPE CC. / [FORD 1 1/2"(F61001-6), 2"(F61001-7)1 z x / PENTAGONAL NUT L) YOKE 3 v 4. NO SERVICE CONNECTION SHALL BE MADE 1MTHIN ONE FOOT t OF THE PIPE ENDS. MULTIPLE CONNECTIONS MADE ON THE SAME 4. 1" DIA. GALVANIZED BRACE PIPE (APPROX. 18" LONG), 2 REQUIRED. JOINT OF PIPE SHALL BE STAGGERED ON O E CIRCUMFERENCE J] o � 15 AND SEPARATED BY A MINIMUM W ONE FOOT. 5. 6" LONG RED BRASS NIPPLE. " 12 6 5. METER TILES LOCATED IN GONG. DRIVEWAYS SHALL BE CENTERED ,t FORD BALL VALVE 18•,82,93,94 W _� 9a Be IN A 4' X 4' SQUARE OF CONC., SEPARATED FROM THE REST OF 2 d SERIES OR MUELLER 824101-142 1•�I L/Q4i 6. SERVICE LINE: 1 1/2" and 2"= POLYETHYLENE PIPE WITH PACK JOINT Insulation Wrap for THE DRIVEWAY GONG. BY EXPANSION JOINT MATERIAL USE 30' TILE __ (3/4"-1") COPPERSETTER WTTI BRASS FITTINGS AND STAINLESS STEEL INSERTS. water mains with WITH GONG. GRADE RING. STANDARD MANHOLE RING AND UD MARKED 1.N PADLOCK WINGS AND EXTENDED / exposed casing. WATER'. ENDS ON EACH. / FUTURE METER INSTALLED 7. FORD BALL VALVE CURB STOP W/VALVE RISER AND LOCKING LID. Approval by Meridian 6. SEE DRAWING 7.07(W) FOR ELEVATION SET OF METER TILE LID. By CITY 1 1/2" = 611-666 y Water Dept. FORD CARTRIDGE DUAL CHECK VALVE (VERTICAL) 2" = B11-777 2O CH x 36' TILE - (NOTCH FOR SERVICE ONES)-� / NOTE: �+ 9c N TEND 10' FROM METER TILE G 8. RED BRASS UNION. No. 12 COPPER 9d 9b g MUELLER H-15072 / COUPLNG 7,08( AND PROVIDE TEMPORARY 8 NO. 12 COPPER-'` / 15� FINDER WIRE PLUG(THREADED IN HIGH 9. METER SETTER W/THE FOLLOWING FACTORY ASSEMBLED ITEMS: 9f MUEUER B-25000 FINDER WINE m / MALE SWIVEL GROUNDWATER AREAS). A. FLANGED ANGLE BALL VALVE WITH PADLOCK WING. _ 8" PVC Water or BALL CORPORATOR ION END / Q1 \ Sewer Pipe. STOP 3/4' OR I' / A B. BRACE PIPE EYELETS STANDARD. 1/2" Max. Tolerance / o C. BALL VALVE WITH PADLOCK WING ON BY-PASS. 6 6 5 5 7 Between end of Spacer STEEL SADDLE and inside of Casing. D. BY-PASS PACK JOINT. t 7 11 4 10 UNE (TYR) ORVICE 1' SERVICE UNE (TYP.) E. FLANGED ANGLE CHECK VALVE. 2 SPLICING IS ALLOWED. FULL OPENING 3/4' OR 1" DOUBLE PURPOSE COUPLING 3 SECTION OF METER SETTER 8c TILE MUELLER m F. RED BRASS CONCRETE WRa STOP ADAPTOR FIRM, UNDISTUBED EARTH (SET TILE 10. 2"x35" O.D. CONCRETE GRADE RING (UNDER YOKE). NOTES (MUELLER H-15429 'GRIP JOINT) 3/4' OR BALL VALVE QU 2• X 22" DIA. PRECAST CONC. ISOMETRIC VIEW OF i. Verify all dimensions and elevations In the 3O WATER MAIN PVC CUSS 150 (FORD C-88) BLOCK IF OVER EXCAVATION OCCURS.)11. NOTCH CMP FOR OFFSET ON GRADE RING. TAP CONNECTION field prior to Construction. ASWA1C), CONGORMINGTO SNOISIAHU 900. 12. 30" DIA. x 44" MIN. LENGTH CMP. 2. Type of insulation and method shall be WATER SERVICE CONNECTION 13. 4"x35" O.D. CONCRETE GRADE RING. approved by Engineer and the Meridian Public -NTS- 14. STANDARD 24" DIA. MANHOLE RING & "WATER" COVER. NOTE$: Works Dept. before construction. p 1. A LISTING OF THE NUMBERED ITEMS SHOWN ON THIS SHEET APPEARS STANDARD DETAIL FOR STANDARD DETAIL FOR STANDARD DETAIL FOR O 15. 1 1/2" METER = 13 1/4" WITH GASKETS, 2" METER = 17 1/4" WITH GASKETS. ON THE FOLLOWING PAGE. 3. Pipe/Sleeve assembly shall be Inspected by tV 16. 4" DIA. SEWER PIPE. NOTCH BOTTOM TO FIT OVER CURB STOP. 2• THE DIAMETER ( i-1/2" OR 2" ) OF EACH APPURTENANCE SHOWN HEREON CITY OF MERIDIAN, IDAHO Meridian water Dept. prior to trench CITY OF MERIDIAN, IDAHO CITY OF MERIDIAN, IDAHO U w o SHALL BE THE SAME AS THE METER SIZE. installation. Pipe Sleeve Detail o 3. METER SETTERS FOR LANDSCAPE OR PRESSURIZED IRRIGATION SYSTEMS - (1 1/2 - 2 ) WATER SERVICE CONNECTIO P (3/4"-1") WATER SERVICE CONNECTION 17, CAST IRON VALVE BOX WITH TYLER LID NO. 6855. NO BYPASS SHALL BE ALLOWED. 4.Water-tight boots shall be Installed on each � ^ NO 4. IF TWO OR MORE YOKES ARE USED FOR SAME SERVICE - NO BYPASS SHALL - PUBLIC WORKS DEPT end of steel Sleeve. PUBLIC WORKS DEPT CITY OF MERIDIAN, PUBLIC WORKS 1- ) I BE ALLOWED. 660 E. WATERTOWER LANE, STE. 200 660 E. WATERTOWER LANE, STE. 200 33 EAST IDAHO MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 �j Uj o DD M STANDARD DETAIL FOR DESGN: C.O.M. OWN: C.O.M. DESGN: C.O.M. OWN: C.O.M. DESGN: DWN: KAM L�L1 Of Q 0 ^ y CITY OF MERIDIAN, IDAHO SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.06(W) SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 777777 SCALE: NONE ATE: OCTOBER '95 DWG. No. 7.05 W W J V) O Q TOO j (1 1/2" - 2") WATER SERVICE CONNECTIO PUBLIC WORKS DEPT a Y Ap Lj o w o (� Z o O 660 E. WATERTOWER LANE, STE. 200 '� O Z MERIDIAN, IDAHO 83642 24"Ox6" CONCRETE COLLAR W m O WITH 2 4 REBAR HOOPS; q OF METER TILE q `1 z = (1 DESGN: C.O.M. DWN: C.O.M. ( ) # LONGITUDINAL SECTION OF OPEN TRENCH SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.06B(W) COLLAR M6.y NOT BE RE- ' ' ; ' - ' QUIRED IF RISER IS FLUSH ' No.12 DIRECT BURIAL COPPER W REV. 2-15-01 W/ FINAL GRADE OF STREET. r FINDER WIRE PLACED ALONG 20" DIA. METER TILE Z 5 1/4' LID NORTH OR EAST SIDE OF PIPE. 10' N&W R/W (TYLER NO. 6855) % � i 2"x4'x8' PAINTED BLUE DEPTH OF LINE I O FINISHED 42" 46" GRADE Z NOTE: . 1. SEE STANDARD DWG. NO 7.05(W) 3/4" FOR METER YOKE ELEVATION AND TO RESIDENCE BRANCH FITTING PIPE IN TRENCH- FITTINGS. W (FORD U18-43 OR 2. METER TILES LOCATED IN CONC. MUELLER H-15364) I• ° < < DRIVEWAYS SHALL BE CENTERED NOTCH TILE 1" FEMALE X I.P. IN A 4'x4' SQUARE OF CONCRETE OVER SERVICE LINE "GRIP JOINT" ADAPTOR (2) #4 REBAR HOOPS SEPARATED FROM THE REST OF - THE DRIVEWAY CONIC. BY EXPANSION n MANHOLE STEPS PIPE BEDDING JOINT MATERIAL. SEE NOTE 2 CAST IRON VALVE RISER 8' e Z MATERIAL* 3. LOCATE TILE ON NORTH AND EAST 12" CAST INTO C OF CONCRETE BA SECTION e - W NO. 12 COPPER MIN. CAST INTO CONCRETE BASE SIDE OF PROPERTY PIN. m a EXCAVATION UNE FINDER WIRE ,I a MODEL 93-18 FORD 0.8 DIA, SAW CUT OPENING IN TOP OF PIPE I N0: 3' LONG, AND REMOVE mz METER YOKE. m ° SLOPE 1' 12' �_ ° ° NOTE: ° VALVE N0. 12 COPPER WIRE -Ayr FINDER 1.TO FACILITATE PRESSURE TESTING, INSTALL THE PIPE AS LEVEL AS PA- EXISTING - - PIPE ° POSSIBLE TO PREVENT AIR POCKETS FROM FORMING. IF HIGH i \ 8' •COUPLING Tent SANDED POINTS OCCUR, A TEMPORARY AIR RELIEF VALVE, PROVIDED BY THE 1\ 1 -° - EXTERIOR FOR eoxo. CONTRACTOR, TO EXPEL TRAPPED AIR MAY BE REQUIRED. ° o ° 0.8 DIA ° ' ° ° � � , F ° O 8' MIN. - n RESIDENCE J � FORM CHANNEL INTO BASE FOR 8' PIPE ENTRANCE � ' + IF GROUNDWATER IS ENCOUNTERED, A COMBINATION OF 6" OF SAND OVER 6" CAST IN PUCE CONCRETE BASE OF 3/4" MINUS ROCK CHIPS SHALL BE USED. NOTE. ' CAP WITH 2'x4"x8' MARKER, PAINT TOP 2' BLUE. 1. LOCATE MANHOLE LADDER 45' OFF OF STANDARD DETAIL FOR STANDARD DETAIL FOR STANDARD DETAIL FOR STANDARD DETAIL FOR MAIN SEWER FLOWUNE AND ON THE CITY OF MERIDIAN, IDAHO CITY OF MERIDIAN, IDAHO CITY OF MERIDIAN, IDAHO CITY OF MERIDIAN, IDAHO DOUBLE WATER METER a UPSTREAM SIDE OF MANHOLE CENTER. O b b p5 [ SEE MERIDIAN STD. DWG. 7.22(S) ] ANHOLE BASE OVER EXISTING SEWER LINE DETAI VALVE BOX & LID DETAIL WATER PIPE INSTALLATION DETAIL BRANCH FITTING AND LOCATION TYPICAL DETAIL FOR DOUBLE WATER SERVICE 2. SEE MERIDIAN STD. DWG. 7.22(S) FOR PUBLIC WORKS DEPT PUBLIC WORKS DEPT PUBLIC WORKS DEPT -TUTS- CITY OF MERIDIAN, PUBLIC WORKS � M STEP MINIMUM STEP REQUIREMENTS. 660 E. WATERTOWER LANE, STE. 200 660 E. WATERTOWER LANE, STE. 200 660 E. WATERTOWER LANE, 'STE. 200 33 EAST IDAHO MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 DESGN: C.O.M. DWN: C.O.M. DESGN: C.O.M. DWN: C.O.M. DESGN: C.O.M. DWN: C.O.M. DESGN: DWN: KW '� o`•• ,wg S ALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.24 S SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.14 W SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.04(W) SCALE: NONE ATE: MAY '92 DWG. No. 7.08(W) REV. 2-15-01 F C,I. VALVE BOX YAM COVER PROVIDE 3000 P.S.I. CONCRETE THRU MAX. 3" MAX. 1-3/4" BLOCK POURED AGAINST UNO5IRURBED NO. 12 COPPER 1I" r r FlNDERYARE EARTH.SEE WART FOR REO'D CUBIC APPROX. FROM PA TO CEN 1.0' 36" FROM PA TO I MIN. 1-3/4" I MIN. 1/2" FEET PER PIPE STZE SEE STD. DWG. N0. 7.11(W) + +I � Re FOR SEPARATED SIDEWALKS OF STREET LIGHT CL OF HYDRANT rti C.I. LATE VALVE(MA) iRENW SIDE SETBACK. PROPERTY LINE T PIPE 24"0x6" CONCRETE COLLAR 6' MIN. O o U' /I\ z SIDEWALK ® 2.OY GRADE METER TILE WITH (2) #4 REBAR HOOPS; 14" MAX. O� , 24" I•� COLLAR MAY NOT BE RE- �~F- STREET LIGHT TO FACE OF HYDRANT � • O CURED IF RISER IS FLUSH FIRE HYDRANT <�5 µ BE CENTERED IN r CURB PROMDEOURED AGAINST P.S.I. CONCRETE m w ,I POURED AM P.UNOSTRRETE W/ FINAL GRADE OF STREET. SIDEWALK SEE SEC. 3.3 < N LANDSCAPE STRIP w THIS DIMENSION SHALL BE EARTH N0. 12 COPPER pov�i IF SEP. SIDEWALKS p . �/24" IF SEPARATED SIDE- NOTES: 5 1/4" LID FINISHED ¢¢ USED WALKS ARE USED. 1. IF SIDEWALK GRADE IS GREATER THAN 27, PRECAST BLOCK FOR FINDER INRE TYLER N0. 6855 GRADE E N O a' ti CUT IN TEE AND VALVE ( ) 3' BACK OF SIDEWALK TOP BACK OF SIDEWALK SHALL BE HEIGHT 11 1 /4' BEND DETAIL VALVE ANCHOR DETAIL �� / DETERMINING FACTOR. N0. 12 FINDER WIRE (BACK OF CURB IF SEPARATED/ 2.NO LARGE LANDSCAPING SHALL BE PROVID --- SIDEWALKS ARE USED.) CONCRETE 4 CUBIC FEET 3000 P.S.I. - 3 PERMITTED WITHIN A 5' RADIUS OF CONCRETE POURED AGAINST : ....'I TRENCH 9DE UNDISTURBED EAR iN WATER METER. WW ELEVATION SET OF METER TILE LID PIPE TRENCH SIDE END OF TRENCH _ -- CAST IRON VALVE RISER EDGE OF RIGHT-OF-WAY FIRE HYDRANT INSTALLED - 6' C.I. AUXILIARY VALVE; NO WATER SERVICE SEE DRAWING 7.14 W PIPE (MJ X FLANGE) -TUTS- •1/2" MIN. TEE PLUG MJ CONNECTION - " SIDEWALK, IF APPLICABLE TEE .. FINISH GRADE 0 (MJ X MJ X FLANGE) 6" DIA. PIPE 36• TOP OF LANDSCAPING FIN 12 COPPER WITH THRUST BLOCK „� ., DRAIN - KEEP CLEAR 18"-24" FROM PA FROM OF METER FINDER WIRE .,'. CENTER OF METER TILE TIL€ TO C OF HYDRANT CURB "' o �' FROM PA TO CENTER 1'O I O ti� CAST IN PLACE CONC. S OF STREET LIGHT THRUST BLOCK (4 SO. FT. 90' BEND DETAIL TEE AND PLUG DETAIL OF THRUST BLOCK REQUIRED) I t� (SEE NOTE NO. 5) PROPERTY LINE 1 � NOTE 2 L L/2 HAMMER HEAD VALVE SUPPORT ,;i• 0�_ w THRUST BLOCKING. ANCHOR BARS (1/YO MIN.) p Z UNI-FLANGE SERIES 1300 (PRECAST OR CAST IN PLACE) �'.:s R TILE xoTE: a w FACE OF HYDRANT Cove BOLTS AND FLANGES WITH PLASTIC TO m<w O: N z THIS DIMENSION SHALL BE NOTES: PROTECT FROM CONCRETE ADHERENCE DURING 3 w '� 1• IN THE ABSENCE OF A SIDEWALK, THE CONSTRUCTION OF TRUST BLOCKS. 3/4" TO 1" CLEAN DRAIN ROCK EXTENDS O w W o_ 24" IF SEPARATED SIDE- METER LID SHALL BE A MINIMUM OF ca W ' HORIZONTALLY FROM EACH SIDE OF ul � " 1a WALKS ARE USED. 1/2" ABOVE FINISHED GRADE OR TOP I--�� co PRECAST CONCRETE BLOCK CONC. BASE AND THRUST BLOCK AND �`m o o_ i'X1'X6" THICK BACK OF SIDEWALK OF LANDSCAPING - 1" � VERTICALLY TO 2" ABOVE HYDRANT ,� / (MAX.( )• WGT DRAIN WALL (BACK OF CURB IF SEPARATED' *DIMENSIONS ARE FROM FINISH GRADE 2. THE CA OF THE METER SHALL BE 24 r-� W NOTES: SIDEWALKS ARE USED.) OR TOP OF LANDSCAPING TO TOP OF INCHES FROM BACK OF CURB UNLESS A G�2 LO (S 1' 1. HYDRANTS THAT ARE TO BE RELOCATED AS CALLED FOR ON THE 3 3 METER LID. SEPARATED SIDEWALK IS BEING '�-. �..7 No.12 COPPER FINDER WRE oO NOT VIEW SHALL BE REINSTALLED IN ACCORDANCE WITH THIS DETAIL CONSTRUCTED. IF A SIDEWALK IS Fz•I LOCATE IN CONC. BLOCKING. O 2, All AUXILIARY VALVES SHALL BE LOCATED A7 THE TEE ON THE WATER CONSTRUCTED, THE CA OF THE METER j O ta'. n MAIN AS SHOWN ON THIS DETAIL UNLESS OTHERWISE SPECIFIED.T CL, SHALL BE "L/2". 3. WHERE EXISTING FITTINGS ARE NOT COMPATIBLE WITH NEW MAIN W W- ✓.� PROVIDE 6 CUBIC FEET 3000 CONSTRUCTION, SUITABLE ADAPTORS OR NEW FITTINGS SHALL BE 3. NO LARGE LANDSCAPING SHALL BE P.S.I. CONCRETE POURED m-`" ' • USED UPON APPROVAL BY THE MERIDIAN WATER SUPERINTENDENT. FIRE HYDRANT INSTALLED BC PERMITTED WITHIN A 5' RADIUS OF ♦� E- AGAINST UNDISTURBED 1' 4, ALL ANCHORS AND BLOCKING TO BEAR AGAINST UNDISTURBED SOIL WATER METER. W EARTH II 5, IF WATER SERVICE TO HYDRANT IS TO COMMENCE PRIOR TO SETTING WATER SERVICE - SAME LOT bQTE- OF CONCRETE THRUST BLOCKING. A COMBINATION OF CONCRETE AND -NTS- ELEVATION SET OF METER TILE LID W/O CONNECTED SIDEWALK FT C ALL VALVES CONNECTED TO P.V.C. PIPE UNI-FLANGE SERIES 1300 JOINT RESTRAINT SHALL BE USED. SHALL BE ANCHORED AS SHOWN. B. PLACE LOCATOR WARE ALONG THE NORTH & EAST SIDE OF PIPE. r� H V' � VERTICAL BEND SECURE FINDER WIRE UNDER (MJ) BOLT. C W � 7. ALL 4 1/2" OUTLETS TO BE POINTED TOWARDS PRIMARY STREET OR ACCESS ROAD. NOTE: C1.4 q y STANDARD DETAIL FOR 8. PROVIDE A MINIMUM FIRE-FLOW OF 1500 GPM FOR MANUAL STANDARD DETAIL FOR 1. FIRE HYDRANTS ARE TO BE STANDARD DETAIL FOR STANDARD DETAIL FOR Cn " MINIMUM THRUST BLOCK FIREFIGHTING OPERATIONS PLUS THE GALLONAGE REWIRED FOR LOCATED ON THE NORTH OR F4 BEARING AREAS (SO. FT.) CITY OF MERIDIAN, IDAHO THE AUTOMATIC SPRINKLER SYSTEM. CITY OF MERIDIAN, IDAHO EAST SIDE OF PROPERTY UNE. CITY OF MERIDIAN, IDAHO CITY OF MERIDIAN, IDAHO RECORD DRAWING PIPE TEE ON 9.ALL REQUIRED FIRE HYDRANTS SHALL HAVE A MINIMUM OF 6' F 7 SZE END s THRUST BLOCK AND ANCHOR DETAILS CLEAR CIRCUMFERENCE FROM MATURE LANDSCAPING OR FIRE HYDRANT DETAIL 2, STREET LIGHTS ARE TO BE FIRE HYDRANT LOCATION DETAIL ELEVATION SET OF METER TILE LID THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION 4' 1.4 z.o U7 os 0.4 OTHER FIXED VERTICAL OBJECTS. UFO 1001.7.2 LOCATED ON THE SOUTH DR FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, to PUBLIC WORKS DEPT II.AU_ REGRADE QUII THE CENTER OF RED FIRE HYDRANTS SHALL HE 4 B PLACED 18995 NFPA ABOVE FINISH PUBLIC WORKS DEPT WEST SIDE OF PROPERTY UNE. PUBLIC WORKS DEPT PUBLIC WORKS DEPT TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT eo 12' e.o 10.3 5.6 ze 1.5 660 E.MERIDIWATERAN, IDAHO LANE, STE. 200 660 E. WATERTOWERTAN, IDAHO LANE, STE. 200 660 E. WATERTOWER LANE, STE. 200 660 E. WATERTOWER LANE, STE. 200 RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS 12 10.3 14.8 8.0 4.0 1.5 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. WW a W DESGN: C.O.M. DWN: C.O.M. DESGN: C.O.M. DWN: C.O.M. DESGN: C.O.M. DWN: C.O.M. DESGN: C.O.M. DWN: C.O.M. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT H SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.09(W) SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.10(W) SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.11(W) SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.07 W) VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. H an Cn NOTES C) z t. SEE SHEET T1 FOR TEMPORARY BENCHMARK(S), ADDITIONAL NOTES AND P4 l LEGEND. H a 2. CONTRACTOR SHALL COORDINATE INSTALLATION OF CONTROL WIRE WITH (1' E+ / DEVELOPER AND LANDSCAPE IRRIGATION CONTRACTOR. a 3. LANDSCAPE IRRIGATION CONTRACTOR MAY MODIFY IRRIGATION ZONES TO .rD y1 sr, FACILITATE CONSTRUCTION AS LONG AS MAXIMUM SERVICE AREA IS NOT W 1q EXCEEDED. COORDINATE WITH NAMPA-MERIDIAN IRRIGATION DISTRICT. 1 4. ALL SERVICES SHALL BE 3/4" UNLESS OTHERWISE NOTED. Q CONNECT TO PROPOSED �`^ w µ" 5. SEE SHEET ID1 FOR IRRIGATION DETAILS. I SOUTHERN SPRINGS f 61 LFt OF 6" PRESSURE IRRIGATION SYSTEM a R-O-W FOR IRRIGATION MAIN 73 P OF R DIA. IRRIGATION MAIN IN 50 LFt PVC PRESSURE OF 10" DIA. PVC SLEEVE IN IRRIGATION MAIN _, -__, "- fix- -�"-- """ ^ r v5 0 w-low---w---tow--w---aw--w----,ow--w----wvrw-------_-.--.low------ ---low -------,ow-------- ow-------1oW-------�fow---------1ovr E. C:ALrIERWOVD DRIB- --1Yw----,ow-- w-^ -w- W - - - - - - - - - - - - �s Q O -� - as as as - - - s ss - \ s S 89'59'26"E ° w,w.- -_ _- "ttc.== aS t -8c �� SCALE 60.01 _�� _f e -J - rl]'_4? PL_ �Jzel� - f �vr ---- -x-- - -- - ------ - -- �- - -- - - -- - ------------------------------------ 50 -�r-1=z P_ r ( - - - r- - -�` � 0 25 50 10o I I - I - I I a I I" ' - - - - - - - - I- ' o- \ \\ s \ z » BEND N 1 \ s \ I � { 238 PR OF I4 DIA. I I ' a I I I �\ LOT 11 PVC PRESSURE I Lor t3 I j I v/ \\ \\ i SNOISIA32I LOT to IRRIGATION MAIN -4 I I \ \ ( FEET ) s I 1-6" TEE I 1 inch = 50 ft. I I I f I - I 1-fj"x4" REDUCER I I ;: f '. 1 1 1. � \ \ I 2-6" GATE VALVES I I I I I ` . \ \ \ I S SERVICE #2 - - _ _ - " GATE VALVE _ _ I1 \ ss N I N I ( ) w O ` 13.0'L° '•I xi \\ \ ,,_22.� I I•'-s -f 1- �' O ' IRRIGATION SERVICE AND ZONE SUMMARY � N M tj o I I LOT 14 I al I I xI / �/wo \\ \ s d 1 - SERVICE ZONE CONTINOUS " W 1- 00 1` 1n ` ds I N � N � n 1 1 LOTS 13, 14, & 15 OF BLOCK 1 {Y o ^ LOT 9 \ / SSA J .. �5 1 I,J (sl (n O Q O 0 SERVICE #1 1 x1 // / \ a a / / 2 2 LOTS 9, 10, & 11 OF BLOCK 1 a 0- O O N O '*OCCtI(( 2❑ \ s \ /\ ?�. \ _as 4s�. 1 ; O p z 3 " to`r z \\ \ ,. \ LOT �S 1 . v' O pJ L,J a C l -I_ \\ \ \ I Z 3 3 LOT 12 OF BLOCK 1 w Of - 380 LF:1 OF 4" DIA. .- m I I L� 1 A / \ s \ ` \ (;'� 1 Q p Y 30 W PVC PRESSURE m I LOT 12 I E x1 s siy g� /i 1 0) L2 4 4 LOTS 6, 7, & 8 OF BLOCK 1 DO m 0 X IRRI ATION MAIN I I I d5 \ \• i \ 1 01 � q z IIQ LFDIA I I. 1 ® \\ `y /' ` \ I x 5 5 LOT 2 OF BLOCK 1 a W 380 LF 4 ° rn Y' 0� \ \ \ 1 00 P4`� '' P w N ss s/i\\ ' � \ j M li 6 6 LOTS 3, 4, & 17 OF BLOCK 1IIIRRr ro I \ . �� I -.�- O 6o I I N ` \ a 65 O 7 7 LOTS 18, 19, 20, & 21 OF BLOCK 1 Ooo SERI CE #4 a, - - i �S sl Ki6s-6s -�= \ s - ca 5/ \\ \\ i 8 8 LOT 1 OF BLOCK 1 7' 1 - i r_tnI-6` ss l-ss-- ^ u 5 �i ; a \ \\ z 9 9 LOTS 22, 23, 24, & 25 OF BLOCK 1 --a',v--1-® �� a 1 /' a //�� 6 O �/ \ \ 1 V 10 10 LOTS 26, 27, 28, & 29 OF BLOCK 1 0 / Loi is I I I xl LL / \ \ 01 Z N �' JLOT gyl �s--aS L85 ' ---J g y sp \ I 11 11 LOTS 30, 32, 33, & 34 OF BLOCK1 ia6'/- aw- � gy�il b ,-Q 12 12 LOT 31 OF BLOCK 1 c� a,--as- 8s--�Y r I \\ \ \ Lil _ _ I I / _---_-_- _� -___- a \ .0 13 13 LOTS 35, 36, & 37 OF BLOCK 1 _ I( I � ."""�-' -,' S'" \\o�\ \\ \\ \\I co 14 14 LOTS 22, 23, 24, & 25 OF BLOCK 2 I s \ d 10.0, LD I N PRESSURE IRRIGATION MAIN \\4 uws \ ^ 15 15 LOTS 17, 19, 20, & 21 OF BLOCK 2 P' I p I x 7 LFf OF 4" DIA. PVC a I D AIN VALVE AND I I I £ 68 LFf OF 4" PRESSURE \\p \ \ 1 A 16 16 LOTS 13. 14, 15, & 16 OF BLOCK 2 _ I AIR RELEASE I I ' I \\ I LOT 6 I �"' I Lo a LOT 17 II--4 II xl IRRIGATION MAIN IN 62 LFt , \ 1 I :.I I _ 17 17 LOTS 1 & 2 OF BLOCK 2 I r - OF 8 DIA. PVC SLEEVE IN o \ o I LOT 3 W I h ti I R-O-W FOR IRRIGATION MAIN \\\\ 1 BEND I 18 18 LOTS 9, 10, 11, & 12 OF BLOCK 2 1-6" TEE1-6" TEE p I f i I °.: SERVICE 21 60$ LF OF 4=DA. t" S CE \\ ro 1 \4 %LVE 1 1-6"x4" REDUCE 2-6" GATE VALVES 1 I xl ORDINA4 L CAT1O -RVd PRESSOR (COORPP I L CA110 \\\\ \ DRAIN VALVE AND 19 19 LOTS 6, 7, & 8 OF BLOCK 2 a 1-6" GATE VALVE1 6"x4" REDUCER I I 1- �' " EVELOPER OF LOT 2 IRRIGATION MAIN WITH DEVELOPER 0 OT 2) / AIR RELEASE S 89'S9'26" 4- I ------------------ --- --- -`'- --- ---- s - -_ ' m -'--� -- - � --- -- . -- 0.01 ---+- .�4rP •• ____a-PI_ 4- I 6-PI I `. 4-P T l 4-PJ 4 PI_ ZM - 2�RPI 4�- p :.:'-' 'Q T�`�=pj-'`-- 4- I 4-P PI 4-o-Pl ' 4-R �,•/�P .. 4-PI 2G 20 LOTS 3 4 & 5 OF 1-4� 90' B ND r--- --- ----------- SERVICE #6 - 11 "I - '72(RR t 21 21 LOT 2 OF BLOCK 2 -------- 8 r-------- --- d 'S '2F' 1- 1(�64 92r-------- -a�4.1C - J BLOCK 2 1 "1 N89'59'264' � ' r LOT 1s ^°`°°° °°°°°° SERVICE 20 as5 1s'w fOst.oz) / # \ °°° . '>88g Bea I ✓- - r---- r---- r-------- 1 I 251 LF` �h 4" i1 1-4" I # I R ' SERVICE 18 I I , I r 1- -----, 7 �------� LOT 18 I I I I I SERVICE 16 1 / I DIA. PVC t" SERVICE #5 GATE VALVE LOT 3 I SERVICE #19 / I I I I III III # I 1 / / / \ t, a I (COORDINATE LOCATION / I I / / BLOCK z I 76 LFf OF 4" DIA. p PRESSURE ❑ I I I I I I I 1 1 I / / h Q II 66 LFf OF 6" DIA1 1 / I I Lor 13 1 1 i W VC PRESSURE g o o 1 -4s IGATION MAIN WITH OWNER OF LOT 2) I I I 1 LOT 12 I 1 1 I LOT 14 1 I LOT 15 I 1 1 / / / - m cy 1 b 1 I PVC PRESSURE \ L______________J / I I I I / / / //\ I RIGAlION MAIN Ch o 194 LFt OF 6" DIA. I IRRIGATION MAIN 1 °- _ _ _ _ LOT n I I I I I LOT is I I I PVC PRESSURE _ _ _ _ ' (\ I I 1 I I I I / / LOT 17 �__________ _____ I 1 I I I / q w ---------- T n 1 I 1 I I I I I 1 // / / // \ 1-4" 45' BEND p IRRIGATION MAIN - I I �� \ \ N � r--ir-------- � ,n I I I I I I I I I LOT 4 �! LOT 1s 4 1 LOT 2 1 I I \ \ \ I I / / / o I <t LOT 8 \ \ \ I III III I 1 /// - / / \ p. �o c� u�lihl I ,L..��O 01 1 '.I L---------------� j \\ \\ \\ \ \\ 1 1 -J L----J L--- 111 % % /'// LOT is \ 31 p � `� I d N1 „ PI 1 f .I - - - - LOT 10 \ \ \ \ \ J '- od `v �I w--w SERVICE #7 I I I LOT 5 I \\ \ \\ ' / # °r r - � / / SERVICE I xr I d-----1==---- 1 I , \� \ \ w L KW$PIJ aW N ... 1 ---- - �� ACK� R � 8S aS l-as 8s of 1 I 8S 8S -I I8S �- 8S 85 1 �� / \ �� - --__ - '-- dy_ ` I Z _______-- F �� LOT 9 `� \\ / @ - --_ _ b� \\ i�i i� I� � 1 _ Sp ------------ -C===i 1. \ e 8.0' 1 0 _a________�a ur 1 i i �� \ \ \ \� i �G - a qW -a�� V � i LOT 20 '-f 11 i \ ` ✓� � --� r-- ---J--- - LOT 6 ) -� \` 0 / I I _____ - fin_ - L___.� �� \ \ \ \\ / / / LOT 7 1 -` �\ 0� .�, ; �\ I LOT 34 j / \\ 1 LOT 21 3 1 r---A----------/--- ---------- -6"�J�' BEF@ - 1-6" 90' BEND \ \ / 1 i , \ \r LOT-3^ - 1 29 LFt OF 6" DIA. I I \ s .\ \ / / / \\ ® i-w--1-w- N PVC PRESSURE I Lor zt j \ i \\ l l l 111 ��/ / / \\ \\ I /' j LOT 35 �- -- 1 2 �a IRRIGATION MAIN -__J/ / I m 3 r- I R1 J LOT 22 1 i L ♦ \ \ / / 325 LFt OF 4" DIA. ry I I 1 ��/ �i \ __ - e ,° r / \♦ \ u I -4 -I F� PVC PRESSURE I Oo 191 LFf OF 6" DIA. I / �� 8w _ age° a /�\ \ LOT 32\ I 1 I - - - �_ IRRIGATION MAIN / 1 (' I L-------------J I I PVC PRESSURE I / �/ aw g8 ° �✓ \\ \ \ \ I I I ry IRRIGATION MAIN 1 ��i/i / / /�\�d �g atv�-� gg gave / \> \\SERVICE #11` 1 I N AI i C f ------- -- F 1 BLOCK 1❑ - I i � / /' ` s v \\ \ \` �--_--_---- 3 » c �/ LOT 22 / / "'• �` - _�4 - i^ \ \ \ I LOT 23 G0: r11 I LOT 1 1 SERVICE #8 / / a as A ` ` \\ \ \\ /�> :oe% '• g 1 1�` 4v O c11 (COORDINATE LOCATION / i / / / \ \ \ \ / I. I I f / / / \ 1 \ \ LOT 30 I SERVICE 14 I WITH OWNER OF LOT 1)J / / / �> r // , / /�� \ r------------ 0 3 # % // / / 1 r -�__ -, �- 11 1 \ \ `♦ �/ 1 LOT 36 i ,° , L--______-__-_ f , rn oy\� -1®-I w LOT 23 , / / / 1 I 1 r 1 1 1 1 \ \ \ I r_______ w--_-w �_- R,� !- c /// / / / / / I I I I 1 \ \ \ \ s 1 T 3.0' / / I 1 1 1 1 \ \ 1 4 '� I / / / / / // I I /� BLOCKQ / I I LOT 24 I. 4 -1 I I dd LOT 29 \ \ \ LOT 31 / 1 II LOT 24 / / I 1 I I 1 1 \ \ \ \ / 11 1 \ \ /° L--------------I L-------------J a I I 1 I I 1` LOT 28 \ \ - - - - w�l� ' - - - - -N LOT 25 I I I \ 1 \ .. LOT 26 LOT 27 1 1 \ \ `11 r-------------- f____'---------F•- >" SERVICE #13 I � LOT 37 1 " 1 w 1 41 SERVICE 9 / / % / I I III 1 1 1 / 1 1- __4 � LOT 25 I G\2 1 _ # / / / / I I I I SERVICE #101 1 / SERVICE #11 SERVICE #12 7 I , co L __-- - ---__-- ---____-� L-__-- J L-_-- J L__--J L___-_-, 1 111 J/ I 1-6" GATE VALVE I 1 1-6" GATE VALVE I 1-4" GATE VALVEO F37 2zJ 3.OT�_____________ 8-P p ---PI 6-PI 6-PI 8 I ----8FT1'�ZL 6-PI 6-PI 6-PI 8-PI L- 6-PI ----6-PI--- - --B=P�----6_P�- 1-6"x4" REDUCER Cr�C 1 R- IRR J21R 12 R :21 -12 R I RR- R -� J -6» TEE v U O 1-6" 90' BEND o - r -- -- T8 1-6" GATE VALVE O a+ » S89'57'32"E (S39'59'15"E)(EDMONDS SUBDIVISION) 1( �f1 _ o 1-6 GATE VALVE 613-'LFt OF 6" DIA. 52 LFf OF 6" PRESSURE 90 LFt OF 6" DIA. 1-6" CAP FOR FUTURE EXTENSION TO SOUTH rn Z w PVC PRESSURE IRRIGATION MAIN IN 46 LFt PVC PRESSURE O i_4 IRRIGATION MAIN OF 10" DIA. PVC SLEEVE IN IRRIGATION MAIN �� R-O-W FOR IRRIGATION MAIN C3 d O PRESSURE IRRIGATION PLAN � A SCALE: 1"=50' a RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION 1 a FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, y TREASURE VALLEY ENGINEERS CANNOT ASSURE IT°S ACCURACY, AND THUS IS NOT a'' cp RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. Cz7 E•, THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT � pq Cq VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E E� v2 z NOTES Oy 1. SEE SHEET Tt FOR TEMPORARY BENCHMARK(S), ADDITIONAL NOTES AND a LEGEND. 1-a 1a 0, / a' \ Q n _ EXISTING MANHOLE /� '`I�' "\' w•. SANITARY SEWER IRR -BOX RIM EL. 2622.79 as \ . • U INV. 2610.33 � \ s • j1V.70 _-..-w,._9°W'--w-iOW_---w ___IBw_.W----lQWW-----_...-..tOw._ .___.tOW y- tow------tow-- tow--nlow---tow---' "low "'+a1Qw ----tow ..-t11w--tow-- -w-^^--w- H co REMOV AND DIS OSC� - _ _ C ` -_ - - - - - - - E. C _ - I ,RIGATION 1 0)S x - ------- --- - - - --- ---- -� --AL --- ---- ' DERNlOOD DRIVE. � a S 89'59'26 _. - ..• r'.' %i�4' .-7,� ` - T - ,.. _.. _ o 4P .,.i uv. , J • o . 60.01 �.-1- SCALE IRRIGATI N MANHOLE -_ - jt'/ _ - / Z co RIM = 27.8t ATCH WALK -- - sa o ss so to IE (S) _ 25.00 ;) - O I` `I I _ rl I `�^ r •-.. I \\ MATCH EXI TING INVERT LOT 11 \ \ \ \ " ELEVATION T C THE NORTH ( �ji. t i I _ ,� LnvN SN\IOISIA32I FEET � O I1Lq ' ( ) \\< 1 inch = 50 ft. w I F' \IJ I I I I u° I £ i I l 8 \ \ \ --__- \ I 0 REMOVELd AND DISPOSE .I L 11 -\- _ I )/ ' y I «� /^ \\ s �.\ \ C \ _ _ _j N co 0 OF EXISTING , � � i I \ \ �� I z ; RRIGATION BOX ) �' I I / r \ m \ G2 e I D ; N�/. z 00 r in y LOT 14 q xl ,!: / ��uw" / s \: it \ /� ;.I: LL U' (n M O) n. 1 II /Q /� CO 4C. DRVI = - - - J `I Y I �.. a / //u fo \ .• �_J I .G �' Q 00 ._I t0 \Y I GRAVEL G I `- / / / \ \ \_ y f.l w (n O 0 O 00 `� �LI_ �I LOT 9 - Di � , ..: - .. .. c0 > NII 1 (• I I I I xl ! /�IA�K 2 \\�\ .\ \ _ '\ \;-qS -qS LQr �S - I .2' O V1 0 0 L LJ to i. I IIC I I �. AT iz O �s �� \ , e� ^ 2� o) w : wn- z m 0 L¢L F _ bj LAWr \ a 0, n N Lr8 1 1 �Y I v 00w ro 03 Q I O C) Q OI I � OO 5 6$-6S 6O 6 N O�n I r ro Z l:1 - -I I O I i4- 6 z f 651-6S-m 6�' c�C � I � po O _ I v' '! I in LOT 16 I S) 0 LJ ( E� 1. 1 g VLJ `a -. ql ")-a5-- 85 w `. I f 6S SO - \ - ---� \ I p 'LOT ➢ - � �I L I �.> c I _ lT'I bY!�OW \: i .V \.� \✓ �. ' N8` 8S GRA S ° I i I N LO I I --- -- °\\ \ ' 2 �I - - - _ - - 1 Ili I xl _ I I J tr 385 L f OF 12" DI I I - - I I I I \\\\� Y. PVC I RIGATION N Ivl I If 12" MIN. CO R ) m j I LOT n q it i0 1 LOT a' ° '` A T 3"\ , ,• t t1 F \ DIA. w n \\ R I RI \ MAIN o IRRIG kTION MAN[ pO RIM = 31.6t (MATCH WL. ) fill, IE N 2 0 --- MATCH XI;Z.ILYTxY I 4- I 4 4- I 6- e}. q-PI 4-P 4 PI 4-PI q- d�P s �P -P - 4-PL -PI 4- Z1.4O V C-ELEVATION TO THE. --- - ------ - 0---- '--- 2> ,.-.. g LI . -... 0:. 1 - --f--. -' . , �, 4YJx4kLx4r" IRRIGATIO BO. #4 ----- Ig°e ° }��, �Cfri-&2---- ----- r-a�4. f -- r- .. �[fRM ;n -306--6��, Fr-Q-' -DIAL--- � LOT s -B'Wx4 Lz4 RlRRTG7 T5 n --- I I- 7 r------ L \ Cn -IzIKK c R YA Off- 19Pa§EW EIS-R-W DWG NO. SD- 2" I YII"ssss'ts'w tost.oz) / L B0�#� RER ISPW I 1 PVC IRR( 710N MAIN / / / \ R � z c0 v I FL 26.3 BOX 3 " I 1 I DWG Np ISD-619 I I �I I I 0 0.40% I I / / / IE = 21.40 O M B 9 1 # R6R 3ISPWC I I 0 E (STING IE(S) = 26.30 28'' LFf OF 12 I I I I, I I I IRRIG 1 ILFt OF 12' DIA. J / DWG N0. SD-619 I BIACK 1 I 1 I T10N BOX IE(E) = 24.51 I \ t ! DIA. P CIRRIGATION / 1 I I ) I�33 13 LOT 14 1 &; ,MIN. OLVER I 1 -as C0 RIM 28.Of L PVC IRRIGATION 1 L_-IE (W) = 24.07� MAIN 0 0.30% \ L t� I 123C 3 I I I �I IC1 I Cr I MAIN 0 ¢.30% g i „ LOT 11 ) I I I I I LOT 1s / \ \ W r� I ff� Z 12 MIN. COVER I I RIM 271. f I I I� I 11 / / Lor n , /// v S n 1 t2_-MIN: 8VEi2_ w r•. ---RRv1-2&8f'------� n \ I \I I I I I I I I I 4Wx44K�!H IRRIGA110N/ z 10 __ ___ _____ m l f I I . \ I I I I I I I I I I qT #1 PER ISPWC LOT I I 4' IRRIGATION DITCH PER I q LOT 4 I I �� \\ l 1\ I I I I III III SD 8J® \ a p ° o �' Lo is I I I /LOT s \ \ I 1 I I III III / / IE W - 21'.7 \w I I LOT ISPWC DWG NO. SD-921 1 0) I p \ \ \ \ I I` I I I I /� ( ) i , \ v L---- --- J \ \ \ I I -� --J L-_ ILAl 1 LOT 19 2 1 TYPE A 0SLOPE=0.30% I ------ \\ \ -- _ I I / / IE (N r a NI I 4:1 MAX. SIDE SLOPE �M�- r I - -__ _ - -_ Lor o \ \\ \ / / / 26.5t �4 F) : � q• �II I � •q I v, i---- LOT 5 /7 � I \\\ \ \ , -- _I--_ I / / �\ 8S'_ 85-- 8 - - 85- Z \ �� '9�-1 1 8` 8 `-8 �85 � 8 85 ' I i �/ ' \ d d� \ ii �i- lam � Frq ��-- I--- -------Z 3G-4:1 -OF-4-2 S 35 PVC A_ > -- _v00i 1 1 /� / �, \ \ \\ \J ✓`. < uw '�� V / i� LOT 20 I c\ / EMERGENCY III r I I v( AFA TCH S� PE AND PROVIDE 1 MIN COVER) __---- I r ,i LOT 6 ' ------------------- i _-.-.- \---__--..- / LOT 7--..--. \ ro ( I I L T 34 LOT 27 I -LPL------ - -- - _ _ �- \ > - - / - - - - - \- -/ - \ - --- w r----�---- -----r - -- ---------------- ---t / / �/ \ \ ll / \ \ 1 I FL 26.94 I I \\ n \\ / / \I \ / �O \\ \\ 1\ I /// / // 1 1 is L- -__--� I „ I I LOT 21 \ \ \ Bty �:.\ ♦ l l \ 1 ,/ G' / ¢> ' \ \ I I / / /' LOT 35 I _- --_-� nc ' I- - --- 1•/./>,• n �� ` - ��/��! r• - -: '/l'e W ag°° a r ' \\ \ \\ LO\T 32\ \\v \ � I -/----- - II 1 N I 3 I � .37 LPT 22 7 LF t OF 12" DIA. _-- _--'FL 27.06 PVC IRRIGATION MAIN co 0 1. 12" MIN. COVERJ --------s r BTACKQ III f.� /' . v ' \\ \ \\ \ / e�k¢ �gl LOT 23 W O� NI) I LOT 1 v - / / / / / � �c.: .. ( / \ \ \ / f - I i/,/ LOT 30 LOT 3 NII 3 I I 1 co Z o ASS 1 r �Ir / / - \ \ \ \ v \ r- - w w • L--__--- _ _-_J O O LOT 23 \ \ \ \\ s I ), P O Q~ V w-I -w w / / I - I I I I I 1 � I I I LOT-24 I I N N E •I - / / / / I I \ 1 LOT 29 \ \ / L T 31 N I 4' RFIGATION DITCH PER I // / // LOT z4 / / I I I I \\ 1 1 L-------------J I D I ISP4V�DWG N0. SD-921 /// ' - \ l/i I I i III \`1 Lor za 1 /\ \ \ / I r - - TYPE A 0 SLOPE=0.30% / / / LOT 25 \ 1 \ j - ______ - _ p ' ) I \ I ,d , / / / / /�/ / I I LOT 26 I I LOT 27 1 \ \ \ L--- - -I W r-------------�?'- CYi 4:1 MA , SIDE SLOPE / / / / / III I I 1 \ \ 1 \ I I � LOT 3 LOT 25 I I CO �- f.. _ __ -_--_ 'Z L----___-- �_-__--_J L-------J L-- J L-= --_y L, _/ L_--- --J I Y L------ J FO ��----- �i' J� 2�3T' .I 6-P p -PI- 6-Pf=r 6_PI _ 6 VI ----�-FF' -�-- -PI- 6-PI 6-PI 6-PI 6-PI ----6-PI ® i ®- -----6-PI 6 PI U 21R -121R 12P 72 R 1 I R"-- -------- --. .. -- 4'Lx4'Wx4'H IRRIGATION 271 LFfSpF'�2"ZpI'A (S89'59'15"E)(EDM N4)�x4 4, lRI�I�AT101�062.30' SEE SHEET PI1 FOR 4'Lx4'Wx4'H IRRIGATION Q W. -� BOX 5 PER ISPWC PVC IRRIGATION MAIN BOX ` Ptlt ISP C FL 30.15 FL 25.70 c w PRESSURE IRRIGATION BOX #7 PER ISPWC y DWG NO. SD-619 0 0.10% DWG NO. SD-619 PLAN DWG NO. SD-619 O °� IE (N) = 27.60 12" MIN. COVER IE (W) = 28.00 4' IRRIGATION DITCH PER A IE SE IE (W) = 26.60 H �' I IE (E) = 27.70 ( ) = 28.90 ISPWC DWG NO. SD-621 TYPE o RIM 31.Ot A 0 1.3% IE (N) = 25.20 RIM 31.5f 4:1 MAX. SIDE SLOPE RIM 28.2t ' t r- �zj wr I RECORD DRAWING W THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION GRAVITY IRRIGATION PLAN FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, U' TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT eo SCALE: 1"=50' RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. H THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT a w VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. Ea CG z o E4 a U W I GRAVEL SURFACE PAVED SURFACE Q CAST IRON VALVE BOX TOP AC PAVEMENT SECTION FROM 'MER NO. 6855' NEAT PAVEMENT CUT 18"x4" CIRCULAR OR 18"x18' to SQUARE CONCRETE COLLARS A CAST IRON COVER CAST IRON COVER 1� -- ,.,,,, , I ID1 00 _ UNDISNRBED EARTH VALVE BOX SHALL BE CAST IRON, - _I 2.5' MAX. 3/4' MINUS GRAVEL COMPACTED B O TWO PIECE SUP TYPE. VALVE 2"PVC PIPE .-,-1' BOXES SHALL BE •MER NO. 6855". 2"PVC MALE ADAPTOR WITHIN STREET IDS AND CAP R-O-W 2"PVC FLANG 'III PIPE BEDDING AS CALLED FOR IN - II- 8• THE SPECIFICATIONS ?673 65' OF 137"x87" SQUASH CMP `L 6,a. 9 Z co PVC = IF IRRIGATION LINE - 1/4' DIA. DRAIN HOLE V�' �7 7 T ,1 r7ZT CONCRETE THRUST BLOCK S1�L�1S111,'1Q _ - III" BEARING AREA 0.71 Sq,Ft, 4" CLASS 200, SDR 21 PVC PIPE O PIPE < O BEDDING N -UNDISTURBED EARTH 8• S. C-900 PVC PIPE SLEEVE, 2" GATE VAL MAX. D MAX. DIAMETER OF CARRIER PIPE CULVERT CROSS SECTION PLUS 4', NOMINAL EXTEND O SLEEVE MINIMUM FULL WIDTH OF SCALE: N.T.S. I D 1 J F — O R.O.W. AND 10' EITHER SIDE OF _1 LO N POTABLE WATER LINE, WHICHEVER IS GREATER. I F- r' w LZ � � I� � M 64 00 P--i 0- Q O 0 ON co O /A z0 LLj vN 12'-0" W Y 0 _' U) �w Q � oz zm0 � STANDARD DETAIL FOR STANDARD DETAIL FOR CITY OF MERIDIAN, IDAHO CITY OF MERIDIAN, IDAHO i z TYPICAL 2" BLOW-OFF ASSEMENLY TYPICAL STREET CROSSING SECTION G j PUBLIC WORKS DEPT PUBLIC WORKS DEPT 660 E. WATERTOWER LANE, STE. 200 660 E. WATERTOWER LANE, STE. 200 MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 NOTE: ALL EDGES TO HAVE DESGN: C.O.M. DWN: C.O.M. DESGN: C.O.M. DWN: C.O.M. /qr I I 3/4" CHAMFER OR SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.35 PI SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.36 PI TOOLED EDGES. q�r 137"x87" o\�� 11'-6" SQUASH CMP r/r pJ 3 1/2" DOMESTIC WATER METER 01 3" SDR 21" PVC RISER i 5 8�— BOX COVER OBLITERATE AIR RELEASE VALVE 02 3' X 4' X 6" CINDER BLOCK (OR EQUAL) WORDS 'WATER METER• 1 1/2' WATERMAN SRP-8 KEY FORD NO. X43 CAST IRON OR EQUIVELENT Q 4' x 3/4' SADDLE MINIMUM WITH 13 1/2 LOCKING UDS 4 4" MAIN LINE MINIMUM - O 1 LONG SIDE KEY DETAIL 6" 05 (A) LONG HOOKUP 3/4" POLY PIPE 200 PSI i SERVICE L12SCH (B) SHORT HOOKUP 8' X 3/4' BRASS NIPPLE \/ 20' PVC 8" X 3/4' SCH. 80 NIPPLE � '\� /\ �`�� 3/4" BRASS COMP. COUPUNGS2'-D" � 10" 8'-2" 11'-2" 8'-2" 10" — 8%\//\/ �� BALIVALVE SUCHP ® 3/4' BRASS CURB STOP 3 7 8\\ AS FORD Bit-666SW NO DATA 4I 29'-2" 3/4" GALV. PLUG11 NO DATA 5� °O � \ MIN 1 CU. YD. DRAIN ROCK © /4' GALV. TEE 1 1/z' scH Bo i i/. �e�o oe,�c /\/ CULVERT AND HEADWALL ELEVATION DETAIL A CULVERT AND HEADWALL PLAN DETAIL B o• FOR SUPPORT VALVE 1® ROCK CHIPS "MODIFIED" SCALE: N.T.S. ® 48' 3/4• GALV. NIPPLE MODIFIED Ip1 SCALE: N.T.S. 1D1 y /i, ® 3" FEMALE ADD. TYPE A RISER LOCATOR WIRE __NTS__ 3" PVC PLUG SINGLE FAMILY RESIDENT O 0 ci NAMPA MERIDIAN IRRIGATION DISTRICT 1® 3/4' BOILER DRAIN R ELBOW !4 O DRAIN VALVE & AIR RELEASE ® MARKER N M O�® p NAMPA MERIDIAN IRRIGATION DISTRICT 1 VARIES 2' 2' z a W W �a uj L-l:_3 EXISTING o, GROUND p L S DETAIL 1 2 3 4 5 g' BLDG TOO BE BE CONSTRUCTED THE BACK NOTE: + FOUNDATION YARD OF LOTS ON THEE PERIMETER ALL REINFORCING SHALL BE #5 g" _ THE CONTRACTOR SHALL ENSURE THE SOILS IN THE BARS 0 12" O.C. EACH WAY. PROPOSED SWALE ARE WELL DRAINING, SO AS NOT 0) TO LIMIT PERCOLATION TO THE SUBSURFACE CULVERT AND HEADWALL SECTION SWALE DETAIL AT BACK OF LOTS E.. C SCALE: N.T.S. ID'� SCALE: N.T.S. 6 7 8 9 10 _ � z N K O 1. THROUGH LINE CONNECTION, TEE r yobd �P 2. THROUGH UNE CONNECTION, CROSS USED AS TEE 3. CHANGE IN LINE SIZE WITH REDUCER 4. DIRECTION CHANGE, CROSS USED AS ELBOW y; S. DIRECTION CHANGE 90' ELBOW 6. DIRECTION CHANGE, TEE USED AS ELBOW W 7. DIRECTION CHANGE c� O B. THROUGH UNE CONNECTION, WYE � 9. VERTICAL DIRECTION CHANGE, BEND ANCHOR. (SEE NOTE BELOW) Z O U O 10. VALVE ANCHOR (SEE NOTE BELOW) O o CD a H 54 OTE IS THR USTS,STS, DUE TO HIGH PRESSURE, ARE EXPECTED, ANCHOR q VALVES AS SHOWN IN DETAIL #10, AT VERTICAL BENDS, ANCHOR 0 TO RESIST OUTWARD THRUSTS. Z C4 I O C_y CC\2 STANDARD DETAIL FOR P � CITY OF MERIDIAN, IDAHO w 4 CONNECTIONS RECORD DRAWING PUBLIC WORKS DEPTca 660 E. WATERTOWER LANE, STE. 200 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION a MERIDIAN, IDAHO 83642 FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, DESGN: C.O.M. DWN: C.O.M. TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT c0 SCALE: NONE DATE: SEPTEMBER 2001 DWG No.: 7.37 PI RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. W y THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT ,-7 GT? VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. E"' H cn NOTES Z 1. SEE SHEET T1 FOR TEMPORARY BENCHMARK(S), ADDITIONAL NOTES AND O LEGEND. 2. COORDINATE LIGHT PLACEMENT WITH CITY OF MERIDIAN PUBLIC WORKS q DEPARTMENT. 3. PAVEMENT RESTORATION/WIDENING SHALL BE IN ACCORDANCE WITH ISPWC El SD-806 AND THE GREATER OF THE FOLLOWING SECTIONS: A) EXISTING ROADWAY PAVEMENT SECTION. B) 3 INCHES OF ASPHALT, 6 INCHES OF 3/4-INCH MINUS, AND 20 W INCHES OF 6-INCH MINUS PIT RUN. (� 4. ADA ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. CONTRACTOR SHALL FIELD VERIFY SLOPE PRIOR TO PLACING ASPHALT AND NOTIFY ENGINEER OF ANY DISCREPANCY. 5. ADA ACCESSIBLE SIDEWALKS SHALL NOT EXCEED 2% CROSS SLOPE OR 5% GRADE. CONTRACTOR SHALL FIELD VERIFY SLOPE PRIOR TO PLACING CONCRETE AND NOTIFY ENGINEER OF ANY DISCREPANCY. co 6. ADA RAMPS SHALL NOT EXCEED 1:12 SLOPE. THE CONTRACTOR SHALL W o SIZE RAMPS TO MEET ADA STANDARDS. co \ 7. ADD 2600 FEET AS REQUIRED TO ACHIEVE TRUE ELEVATIONS. o w /-- MATCH Tow.. _. RVI -_... Tow -= row.- Tow-----._tow----1cn------low---tow----'-tow-----__w --'---w EXISTING O fll Ix �` > (22.6f ss Z o SMOISIAHN 11 <) 8S__> .g5-- cBS-- 85-- 30 8s-- fiS -8s 8s- -85---.8 .fi5 '8S -::.:83 .�.. g ,_ _(n� S ----J j i ! 23 11 LIP _V. .1 i r63 J'f f12.8P _ // re O _ _ 1 -------------- ----- _ r l U Fw- O _ -z- �- - x--x-x--x--x- J N - cN+cc nM C 24.13 c G0 TBVC 23.6 \ J - m o - - - - - - - - - - - - - - - - - - - - - - LIP 23.75 L 8 LIP 3$ 3 - - - � - - - - - - - ~ in SCALE f F - - - - - - - - - epw 24-2t - '- - -10' iC BAND 1 ✓' STORM RAIN" 4 5 \ �\ 00 I` � i LI�IRANSITION - _ - \ GRADE TO RETA N O r�i 10 0 13 30 60 _ i _ ._ N - - __ I- - " I' ]I N I - _ i C 1 - �� a 26.60 TBRC 24.67 w I 1 a TRANSITION s o o N LIP 24.30 1BRC 23.90 \ '5 - s \ N O o w LIP 23.73 \ 23:5 MATCH XIS z 3 v N \ \ B H EXISTING O (n O O w b00 \ \ TOB OF BANK I ? Y � 1n( FEET ) � " I : ��/ �I 6 100 LFt 0 12" DIA\ - o �+ 1 inch = 30 ft. I I I � D3 C900 PVC S RM s I- I O z - I ns--- , I I ° LOPE \ \ 20' WIDE RASSCRETE m O I TBRC 26.03E ® 0.3 % :\• \ \ E FIRE RNAROUND G 25 00 I Q z = \��RRR \ (SEE LANDS APE PLANS I a II RCi w\ SEENOTE 6 \ _ as FOR IYPIC L SCl10N) FF 5.20 W r w I 26.65. J \ - FF 5.20 I Z cq ce (1YP. \ ,K 5 \N SEEPAGE BED #6 � / 1.4 ° \ \ 2'Dx20'Wx16 I O -I (I �`i TC \ \ s SEE DETAIL 3 26.09 \ TC D2 1 I 8 ti s'\ 24.98 0o TC I I I I CONSTRUCT CONCRETE VAL EY RD3 rn ; \ D A�9 OFPV \- TC \ \ � R� _24.98 TC TBRC .0 .04 w I x U. R PER DETAIL r r ` ST�OR f PIPE' ®\s \• FF 26.20 r r r a 0. 0% s PPE \ �i \ TIC FF 27.10 D3 i r ?fig r r \ w° TC26.05 \ j- ' j s 4.85 \ "Vo x I SEEPAGE BED #4 ' pr' rr [� \ e �'6 \ P OPOSED P �l y (L�Pocrrir 4'Dx20'Wx78'L i !r r STORM DRAT // � CUVERT. SE .. \ snJ - -- 0.4% I SEE DETAIL 1 r it r TBRC 25.48 \ o TC DETA L 1 e. ar ' prG r TBRC 25.60 \\ 1BRC4.6 s RD3 � > 's� �• TC 27.10 i BRC 25.65 \ y � \ $.. _4. _ 24.45 2 N �,i //TLOCK 2• \ � \ o 4.51 O �</Grrr IrkfT TBRC 26.10 \\ sr°h 173 C \\ \\ \\\\\, \ .. % \ D3 STORM DRAIN f{6 c II I x I TBRC 9� rr \8 \ TBRC ✓/ \ \ RC 1 l I 1 I 27.00 \25.34 / '\ \ [j \•T 7 TBRC 25.88 C \a 24.96 I � TC AC \ \S9 h°�° ® SEE °^' \ �'� sip D3 e� •� \ \ TBRC'` x I 26.54 `° p5 N TE �/ \ ` CON CT 37 LFf of 3' / j�,�;\�, \ 24•gg C NSTRUCT 54 LFf I TB 87 W11 ONCRETE VALLE p. FF 70 I � • ¢ \ \' y� °� r. OF WIDE CONCRETE N'I ® TBR G R ER DETAIL g a w s . FL/TC 25.61 s. \s \� ;` '° � aVALLHY ER PER W : 25.17 J 'i - TC 4 _ -i aS-� ° \ TBRC 25.93 TBRC \ \ 25.77 26.27 FF 26.50 25.70 \ �'. TBRC 5.62 .E 26.8f 6.11 \ J, si TBRC 25. I m I pa 7 65 5 O i v 1 � 1 " I •,I . 8\\\�\6R5\\ 8 \ryo� s1/5 MATCH EXISTING 6s--- S 6s-6S-6s c \�\ RC TBRC \ 2521 ce ��6 TOB OF BANK n- A 26. 0 25.50 1BRC \ I Q m 1.0% I fB d RD3 I % 24.97 s � �� ce TBRC 24.95 R CONSTRUCT 5 LFt OF 3' c �` \ LIP cc C 25. Q ��• -es---c - 6 s-ss-ss 2$ 70 \ TBRC 24.92 zS m -' C 1 ^ WIDE CONCRETE VALLEY L 25.23 \ �� 24.88� 1BRC 6 \ \ m I x I Q TBRC 26.28 GUTTER PER DET I 9 8 TC 2B5R3 p TORM DRAIN #56 > of �`� L)P/ \ �f TC/�I \TBRC 26.47 D3 RD3 26.0 TBRC 25.19 / / \ 6s So /25 42 a \ 5 C \ \ TBRC / / \ o 507' TBRC 24.80 UQ {� o I. S5 26.4 \ 0 TORM DRAIN 5A -e`'� •. LIP, 25.16 ZN :Q 1 2661V r TC/AC12 2� , ,,/.a. fE3R TBR 4.97 \ \ \ I m I TBRC 27.1 �5- fi fBRC r�` --a ----r31r- 5 co�25.9 25.55 ' ^ r \ W xl 27.00 \ 1BRC 25.63 �' '- '/ TC - n<o i 2• °* \ CONSTRUCT 96 LFt OF 3' w I \ 26.14 �4 WIDE CONCRETE aVALLE. FL 25.36 ` to� i \\ r 6 FF 25.50 \ I \ I O II I I a 8 NI GUTTER PER DETAIL 9 �r! TC 25,48 • / B \\ D3 \ h TO 27.30 \ RD3 - -\ _ - - - - 0 106 LFt OF 12' \ \\ \\ \ \ I taw Ib x -� a 1BRC DIA. C900 PVC \ 0 \ \ \ I r ° 6.12 STORM PIPE ® •. \ \\� \ °. , .02 H Q> \`_ - _ _ -_ I JI I TO 0.50% SLOPE TC \ \\ O\\ \ FF 27.30 1BRC .43 26.39TC 1 II I I x 26 76 TC 26.67 62 ys�TC a� \\ \\\ 26.80 0 26.43 \ \\ \ EEPAGE BED #5 - 14 I FF 26.20 \\ \\\VJo \ 2.5'Dx22'Wx11 L \\ T \\\\ SEE DETAI D f{ I I• I I .• -. T5. I E GRASSCRETE \\ \\� \\ 2 pp - Ik BSI / I I FF 27.00 FIRE TURNAROUND II l x \ (SE LANDSCAPE PLANS *\ \\ \\^ 35 MATCH EXISTING �• a? Q dOi�oG FOR ICAL SECTION) TOB OF BANK / LL a - IF I Wo TBRC \ TC lX%' 27.20 y 5.27 26.ao \\ \ °J,� TC oyd \Q •a �' \ 6.5 \ 27.G / - - - - - - - - - - - - - - - - - - - - - - - - - (( - .0 25.70 \\\\- 121W - 121RR - -- - --- 21R -121 R-121RR-1 21RR-121RR 121RR 121R - 21RR-121RR 121RR 21RR 121R -121 R- IRR-121RR 121 R-121RR- 121RR-12i R '121RR-121RR-121R -121R -121 R-121R -1 IRR-121RR 121RR--1 RR-121 R-121 R \ a >0000 >ot 000 . 000 - - / - - - - - >0000�oo.,. c o0000 o - - - - - - - - - - - - / I - [,<7 00 0 0 OR oa oo� o000O0 r - - � r- - � � - - - -� � - - - � � - - - - - -� I I- - - - - - - � , `- - - - - o : ' L, LOT 3 - - - / 4S / I ' BLOCK 2 I I I \I I I I I I I / / a LOT 12 I I OT 13 I I LOT 14 I I LOT 15 '• L - - - - - - - - - - - J I LOT 16 LOT 11 0 - - - - - - - - - - LOT 17 I C/] � = .;;•, -i- - ,. '\ � I \ I I I I III I I // ' / / // \ ° I. 5• � A �i SITE GRADINGGRADING AND DRAINAGE PLAN SCALRECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION a FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, U TREASURE VALLEY ENGINEERS CANNOT ASSURE IT'S ACCURACY, AND THUS IS NOT W c0 RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. F H C/] ' 13 18 E. OVERLAND RD. .�.PLAT OF PLAT NOTES BOOK A _, PAGE1 _. 24 \ 19ND BRASS CAP L4RKSP UR SUBDIVISION NO, 1 NW COR. SECTION 19 (1) ANY RE-SUBDIVISION OF THIS PLAT SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS IN EFFECT AT CP&F (HST N0. 102153014 THE TIMA PORTION OF THE SW1/4 OF THE NW1/4 OF SECTION 19 2) EREI.CF31E3 05: THISN NPLAT IS WITHIN THE NAMPA-MERIDIAN IRRIGATION DISTRICT, ALL LOTS WITHIN THIS SUBDIVISION ARE SUJECT TO NAMPA-MERIAN IRRIGATION DISTRICTTOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, FROM SAID DSTRICTB DEVELOPER/DSTRCT IS PROVIDING PRESSURE IRRIGATIONETOSALL D WILL RECEIVE WATER O I MERIDIAN, ADA COUNTY, IDAHO LOTS IN THIS SUBDIVISION PER PUMP STATION AND MAINTENANCE AGREEMENTS, INST. No. 105013997, INST. No. In 105013998 AND INST. No. 105013999. FND 1/2" REBAR RUNNING BROOK ESTATES (3) ALL REAR LOT LINES AND LOT LINES ABUTTING THE EXTERIOR BOUNDARY OF THE SUBDIVISION, ARE HEREBY LO PLS 3624 DESTROYED 2005 DESIGNATED AS HAVING A 10.00 ' WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE, AND IRRIGATION j BY CONSTRUCTION N EASEMENT. 1 RE-SET 5/8" X 30" w z FND 5/8" REBAR (4) LOTS 5, 12. 16, AND 31 OF BLOCK 1, LOTS 8 AND 18 OF BLOCK 2, AND LOT 1 OF BLOCK 3 SHALL BE REBAR W/PLS 10782 CAP CL Li PLS 3624 DISTURBED COMMON AREAS, TO BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. tol, 3624 E. CALDERWOOD DR. N BY FENCE CONSTRUCTIO (5) DIRECT LOT ACCESS TO S. KUNA-MERIDIAN ROAD SHALL ONLY BE ALLOWED FOR LOT 1 AND LOT 2 OF BLOCK o Q RESET NEW 5/8" REBAR 1, TO SERVE EXISTING SINGLE FAMILY DWELLINGS CURRENTLY EXISTING ON THOSE LOTS. IF THESE TWO LOTS ARE oRE-DEVELOPED OR RE-PLATTED, DIRECT ACCESS TO S KUNA-MERIDIAN RD. SHALL BE PROHIBITED. SEE NOTE 14 �POINT OF BEGINNING DESCRIPTION / BELOW. S 89' 59' 26" E 1 1060.15'(1) �- _ j (6) LOTS 10, 11 AND 13. IN BLOCK 1 SHALL NOT HAVE DIRECT ACCESS TO E. CALDERWOOD DRIVE, LOT 2, BLOCK 60.01' • 85.92 _ 106.57- - - - U5Q - _ • • • - - _ - - 405.70'� - �, _ - \ _ _ _j&6,5�,3 - - • 2, SHALL ONLY BE ALLOWED ACCESS TO E. CALDERWOOD DRIVE THROUGH LOT 12, BLOCK 1, BLACKSPUR WAY, AND 27.00'27.00' PLS 3624 �_ -I THE APPROVED ACCESS POINT ON THE NORTH LINE OF LOT 2, BLOCK 2 AS SHOWN ON SHEET 2. Q o o o ''� 20' LANDSCAPE BUFFEE (7) THE OWNER OF EACH LOT ACROSS WHICH PASSES AN IRRIGATION/ DRAINAGE DITCH OR PIPE, IS RESPONSIBLE of I o N o o REQUIRED BY THE CITY OF MERIDIAN \ I FOR THE MAINTENANCE THEREOF, UNLESS SUCH RESPONSIBILITY HAS BEEN ASSUMED BY AN IRRIGATION DRAINAGE O I-- o 0 1-- UNDER CONDITIONS OF APPROVAL I / COD] 00 Cu OJ °D 0 I I 20.00' SOUTHERLY OF, AND \ \ I I DISTRICT. _ COINCIDENT TO THE SOUTH LINE I \ J (8) THE BOTTOM ELEVATION OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE = L OF E. CALDERWOOD DR. ` G I40' 106.50' \ \ ti \ I HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATIONS. w 7 B1 116.50' 78.00' 15' TYPE 2 \ F I (9) THERE ARE NO UTILITY EASEMENTS EXCEPT AS SHOWN HEREON, IN LOTS 3 THRU 17 INCLUSIVE. EXACT UTILITY ~ z o w o 61 77.35' o i o I- �I EASEMENT \ \ \ O� \ i I LOCATIONS ARE NOT KNOWN AT THIS TIME. UTILITY EASEMENTS ARE TO BE CREATED BY INSTRUMENT AT THE TIME Q a>a o FINAL UTILITY PLANS FOR THESE LOTS ARE CREATED. N m w a v~,z ( °' o o ~ o � °' NI \ \ 9� I (11) THIS PLAT IS ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT W a (� o 0 0 I M r1 \ \ F� \� J I ( RECORDED ON JUNE 1, 2004 AS INSTRUMENT No. 104068411 OFFICIAL RECORDS OF ADA COUNTY, AND ARE �Q W H �// a 0 W o r J r M M N INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE 'MASTER EASEMENT"). THE MASTER .-. Q 120 N N F a I o 81 I~ t BLOCK 2❑ \ /�� Z I I EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO A.C.H.D. PURSUANT TO SECTION 40-2302 _ N 10' PUBLIC UTILITY �,. IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE x o W ro z 61 78.45' N 78.00' ( ' I EASEMENT \ \\ / 'f' 6'.N�w Y / r,^� SYSTEM. LOCAl10N AS NOTED ON PLAT AS 'EASEMENT TYPE 2 WHICH INCLUDES A UTILITY AND IRRIGATION z g�z o w vi m 0 0 o \ Ap I EASEMENT WHICH ARE SERVIENT TO SAID DRAINAGE EASEMENT AND MAY NOT DISTURB ANY STORM WATER o m o Z o I I S o 0 O t o Q I \ / �� 6�• �, IM i0 FACILITIES. (12) BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE vLij W o I wj r- N J I N m I \ / �9i I �'� 11 AND TITLE 12 OF THE MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CON0111ONAL USE PERMIT aZ 81 179.56' m C m� I I \ / \ \ I 00 M (CUP-04-025) WHICH ALLOWED FOR REDUCED LOT SIZES AND LOT FRONTAGES. in w m 78.00' d 9 I t' (13) PER CONDITIONS OF APPROVAL FOR THIS PLAT, THE CITY OF MERIDIAN IS RESPONSIBLE FOR THE 1 I n `° n oo Y I / / `�t"� I z MAINTENANCE OF THE REGIONAL PATHWAY LOCATED ON THE WEST SIDE OF THE TEN MILE DRAIN. THE o � t o l / F,f, 2 ( HOMEOWNER'S ASSOCIATION IS RESPONSIBLE FOR ALL LANDSCAPING ADJACENT TO THE PATHWAY. N O 0 0 0o J J \ _ _ - _ O�ti I I V (14) ACCESS FOR THE FUTURE REDEVELOPMENT OF LOT 1 AND LOT 2, BLOCK 1 SHALL BE PROVIDED THROUGH LOT z I ~ o 0 u m I �- - \ C, P c� s \ t 20 OR LOT 5, BLOCK 1 AS FOLLOWS: IF LOT 1 AND LOT 2 REDEVELOP AS RESIDENTIAL USES, ACCESS SHALL BE Y n 1LID w TAKEN ACROSS LOT 20 CONNECTING TO S. BLACKSPUR WAY. LOT 5 SHALL NO LONGER BE REQUIRED TO PROVIDE 81 80.67' I (n I - - - - �` �2�t�`p 9F�9 I CROSS ACCESS, AND LOT 20 SHALL NO LONGER BE CONSIDERED A RESIDENTIAL BUILDING LOT. IF LOT 1 AND LOT 78.00' �J �A� v O� C� 2. BLOCK 1 DEVELOP AS COMMERCIAL AND/OR OFFICE USES, ACCESS SHALL BE TAKEN ACROSS LOT 5, BLOCK 1, 61 10.00' -r \ s � L4 L5 52.41' 67.00' L 15 TYPE 2 y�9�, S AND LOT 20 SHALL BE CONSIDERED A RESIDENTIAL BUILDING LOT. EASEM N F�7.> ( Q (15) UNLESS OTHERWISE DESIGNATED, ALL INTERIOR RESIDENTIAL BUILDING LOTS HAVE A FIVE (5) FOOT WIDE SIDE CD rnl I Co N In in iC14n '`� in - I -. \ �; O o EASEMENT FOR PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE AND IRRIGATION EASEMENT. Of omol m CC6 of co o � m o I 27' 27' SHEETSEE E2AIL 1 \ F`J,� LOf Q I - w w L9 J m -7 106.66 L8 7.00 B1 84.00 - - - N 89'59 26 W - - - - - - -662.9-4 - - - - - - - - - - LL - - - - - 1. B1 78.00 103_00 12�14 - 6�. 42.50 42.50 F�, O' Q.Z2' 47 45' 69.27' O B1 258.08 - �s o PLAT CURVE TABLE O z r - - 28.5' 28.5' - 0 [� w N o N i 6° �O in w CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE (n _� o LOT 18 LOT 3 ;� J BLOCK 2 ►7 ,n fp 7 s- " � " , L'1 I w ~ I Ir ;n °' �n ❑ N I- ^, I I ,� `� r� N Cl 134.00 340.31 255.95 N 72'44 47 W 145'30 41' Q 0¢ -' -B1 j `D ,, B1 N ^F- ca,I Irn~o (o ~ �o m1 I� "� '� �.// �rn I O C2 176.00' 446.98' 336.18' N 72'44'47" W 145'30'41" m 0 I } z 25' TEMPORARY _ _ - 1�•3�' -o� m SG /� �I w I I�Si- I I0) o ! �� o,/ s�\��,r C3 121.00' 117.23' 112.70' N 62*15'13* E 55'30'41' a r_ 00 EMERGENCY VEHICLE 86.35' L17 LOT 4 `n s \ ^� / sv'- 0 N N s� - 0 I I "C,3 I� N �L/ 9 O, I N C4 79.00' 76.54' 73.58' N 62"15'13" E 55'30'41' co -' o_N ACCESS EASEMENT o NL - 31 - - J o o �y, 1 le) \ I L IL2� �O /�. N \ C5 121.00' 191.45' 172.10' S 44'39'45" E 90'39'23" 0 ;n LO w (SEE SHEET 2) I i� LOT 19 I� m - - - r - m w N 0� `�� > C38 41• �°K /��0 �,0� 1 oC6 79.00' 125.00' 112.36' S 44'39'45" E 90'39'23" 0 - - - - - 1 C16 113.00 \ ,4 l0, ��, G 70.36' �4p // g•39 59J O C7 100.00' 158.23' 142.23' S 4439'45" E 90'39'23" o 1 N86'4 • LOT 5 /�'b8�a\'�• �� G� • 70.36 " • cA� 0 �' 3 �� I Z C8 100.00' 96.89' 93.14' N 62'15'13"E 55'30'41 o z I- - - - - - - I 88 30'„W 0 0 24 J>�r h \lam •�� G6 70.36' �,6i 1 S•6 v, C9 155.00 393.65 296.07' N 72 44 47 W 145 30 41 21' 21' �l E.y �'A s 9 v C �' S �'� LOT ZO Iv, I C10 2.50' 7.85 5.00' S 89'59'26 E 180'00'00" I ( 30' PUBLIC UTILITY AND"j�l �� - - -�� -+ �,Q <a �26 'p �j G� �2 4 4) \� TEMPORARY EMERGENCY N LOT 20 \�p� /rot cP\ �2 O• • / M �!� C6, o� �, C11 2.50' 7.85' 5.00' N 89'59'26' W 180'00'00' VEHICLE ACCESS EASEMENT I� C� ��0 4! �\ �)y n { I `-/ �! FND 1/2" REBAR C12 2.50' 3.93' 3.54' S 44'59'26» E 90100'00' Fj r`� D, M I FN I- • -r- (SEE SHEET 2} 8 78 / L64 < `0� �1 "v N �QF? 113.11 HUBBLE C13 2.50' 3.93' 3.54' N 45'00'34' E 90100'00" - - - 261_16_ - - - - r W / v ~o mi IN �� /( LOT 21 Co RE-SET 5/8" REBAR C14 2.50' 3.93' 3.54' N 44'59'26" W 90'00'00" -r --n- -� /O 0 al � Cn .�O GJ • rp \ C.J • . . » N 89'5857 W 289.93 I �,� �, o c,+ • ✓R � I I �,Q /�L N 84'16'55" w PLS 10782 C15 2.50' 3.93 3.54 S 45'00'34" W 90'00'00 v6 \ /�� C34 Op L4 LL48 / • in C16 176.00' 7.35' 7.35' N 01'11'13' W 0223'34" BLOCK 1 \�j �, 45 104.92 O C17 134.00' 59.91' 59.41' N 12'47'55' W 25*36'59" 10' PUBLIC UTILITY I� �/ ��'O L 1 \ �'t O�� L5 LOT 35 CC) o LOT 22 to c18 176.00' 45.80' 45.67' N 09'50'19" W 14'54'37" EASEMENT Cl av p9' C23 D 2 ,! rn I� I. N 89'20 03" W " Cn A o\o�j � l� J Ln 0 0 0 " - _ - - --� C19 176.00' 56.47' 56.23� N 2629�07� W 18'23�00' °'I �/ �1��`ti //ry ,/�� C9 G�, K'�� j o\�I `��s L50 L ��5- J r o� 104.25'- �o C20 176.00' 32.47' 32.42 N 40'57 43 W 10'3412" 0 �I �i ! /� 6 C2 G \ o� .� off\ N 89'20'03" W w N LOT 23 ^ C21 176.00' 35.03' 34.97' N 51'S6'57 W 11'2416' Q�,� > ?z G3i1 2 �'� �/ �L N 89'20'03=WJ�r C22 134.00' 111.20' 108.04' N 4922'52' W 47'32'55" I �28 C29 ` 2 \�V.y N -9 5 I - C23 134.00' 91.77' 89.99' S 87'13'27' W 39'14'26' ��, �, w rz -� z 1 1 0> Io Ln I� %K ��P�� _ �� 6, LOT 36 0 Ln :`� oF 104.25 M C24 134.00' 54.31' 53.94' S 55'59'33" W 23'13'23" w o o c► °' 'n (, °' LOT 24 O ,, I C25 134.00' 23.11' 23.08' S 3926'22" W 09'52'58' Ian p, ry /h�, .h� I I• I I� �` P �1 10 d ,r ,r,rn M N rn C26 176.00' 34.39' 34.33' S 63'14'S4 E 11'11 38" 0C' C; h OA NVV /ai N 0 IR rn N°� o N �. ��, r0 i� �D. BLOCK 1❑ 4 103.50- _f o o �LN 89'20'03" J� O O� `��/�^ " 0/ I I I°' 0) to r'` `�'' on'� 1�`'' , �' o z ^�- 104.25 FND 5/8" REBAR C27 176.00' 29.06' 29.02' S 7334'30" E 0927'33" `V JO of I ~O o ~O �''� 1�, J \� LOT 31 INN 89'20'03 I-m �1 �� I PLS 4431 » 2� w I w 1 ` / w ,n LOT 37 LOT 25 C28 176.00' 41.96' 41.86 S 85ro8'02 E 13'39 32 Z �, C 21 21 DISTURBED BY - - - - - - - - - - - C63 T- J L u _-j 1- - T �� - - ,- J FENCE CONSTRUCTION. C29 176.00' 35.94' 35.87' N 82'11'15' E 11'41'55' 60.01 • _ _ 293.01 _ _ 65.96 6.16 596 44.84 150.58 -703.51 • 4 • 0�• 104.26 • RESET NEW 5/8 REBAF C30 176.00' 42.88' 42.77' S 6921'31" W 13'S7'33" N 89' 57' 32" W 1062.30' C31 176.00' 28.61' 28.58' S 57'43'17' W 09'18'55* (S 89- 59' 15" E)(2) EDMONDS SUB C32 176.00' 39.73' 39.65' S 46.35'48" W 12'56'02" C33 176.00' 15.25' 15.25' S 37'38'49" W 04'57'56" rn LEGEND ��aL LAND C34 176.00' 2.05' 2.05' S 34'49'52' W 00'39'58' Of 1 cf'G C35 121.00' 21.95' 21.92' N 39'41'41' E 1023'35* M IZ - - SUBDIVISION BOUNDARY G I sr� � G C36 121.00' 40.17' 39.98' N 5424'03" E 19101'09" LQ F_ SUBDIVISION LOT LINES r= C37 121.00' 24.38' 24.34' N 69'41'01" E 11'32'474 ®FND ALUM CAP SECTIONAL LINE o ' 116 o C38 121.00' 30.73' 30.65' N 8243'59" E 14'33'09' W 1/4 SECTION 19 - CENTER LINE OF ROAD p '�` C39 121.00' 41.54' 41.34' S 80'09'18" E 19*40'15* CP&F INST N0. 9149706 - - - - - - - - - EASEMENTS F C40 121.00' 28.14' 28.08' S 6339'26' E 13*19'30* - - LANDSCAPE BUFFER C41 121.00' 23.57' 23.53' S 5124'55" E 11'09'32" T CHI C42 121.00' 27.99' 27.93' S 39'12'30* E 13'15*18* ® FOUND BRASS CAP MONUMENT C43 121.00' 25.71' 25.66' S 2629'35' E 12'10'32* ® 8 _ C44 121.00' 42.86' 42.63' S 10'15'30" E 20'17'38' FOUND ALUMINUM CAP ` C/ C45 121.00' 1.64' 1.64' S 00'16'38' W 00'46'38" PLAT BEARING TABLE SET 5/8" X 30" REBAR W/ORANGE PLASTIC CAP C46 79.00' 63.50' 61.81' S 22.21'47' E 46'03'27" LINE ANGLE PLS 10782 REFERENCES C47 79.00' 1 61.49' 1 59.95' S 67'41'28' E 4415 - Bt N89'59'26'W_� SET 1/2' X 24" REBAR W/ORANGE PLASTIC CAP 62 N00'00'34'E 0 PLS 10782 (1) PLAT OF RUNNING BROOK ESTATES, BOOK 65, PAGE 6636, ADA COUNTY TREASURE VALLEY ENGINEERS, INC. FOUND REBAR AS NOTED PLAT RECORDS. VaIR 5680 E. FRANKLIN RD. SUITE 220 NAMPA, IDAHO 83687 N 80 0 +o ao Teo CALCULATED POINT (2) PLAT OF EDMONDS SUBDIVISION, BOOK 33, PAGE 2050, ADA COUNTY (208) 463-0305 m PLAT RECORDS. FAX(208) 463-4391 ( � RECORD INFORMATION mail®TreasureValleyEngineers.com (3) PLAT OF MERIDIAN GREENS UNIT 3, BOOK 63, PAGE 6402. ADA COUNTY ENGINEERS PLANNERS N SCALE PLAT RECORDS. SURVEYORS m SHEET 1 OF 4 1 inch = 80 ft. VISIT OUR WEB SITE: wmr.TreasareValleyEnboineers.com o PLAT OF BOOK qa_, PAGE100 . LA KS V R SV BDII ISIO r 1 r O. PLAT LINE TABLE UNE BEARING DISTANCE 6° 0 30 6° 120 A PORTION OF THE SW1/4 OF THE NW1/4 OF SECTION 19 L1 N o000'34' E 10.00, ��, ,.�, L2 N 89'59'26" W 10.00' SCALE .& TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, �4 N 89 59'26" W 24.00' 1 inch = 60 ><t. MERIDIAN ADA COUNTY IDAHO L5 N 89'59'26' W 26.00' , , L6 N 8959'26' W 10.00' L7 N 00'00'34' E 2 .00' EASEMENT 2005 L8 N 89'59'26" W 26.00' L9 N 8959'26" W 6.00' DETAILS /DIMENSIONS L10 N13'48'23„ E 21.50' L11 N 0000'34" E 21.50' L12 N 13'47'14' W 16.77' E. CALDERWOOD DR. 0.00 F EASEMENT TIE 236.02' L13 N 00'00'34' E 21.50 O --- -- O L14 N 13'13 58 W 43.65' 67.58' APPROVED ACCESS POINT-� o !� L15 N 13'45'31' E 42.07' L16 N 13'13'58' W 36.47' O r7 20' LANDSCAPE BUFFER - o rn o rri Gy \ L17 S 13'13'58' E 7.19' REQUIRED BY THE CITY OF MERIDIAN -� o n o `r \ �o L18 N 13' 45' 31' E 15.31' f- UNDER CONDITIONS OF APPROVAL ol�c zl s� I- L19 N 13' 45' 31' E 26.77' O 20.00' SOUTHERLY OF, AND z \ 9� \ S90.00'00"E L20 S 00' 00' 34" W 52.66' COINCIDENT TO THE SOUTH LINE \ s 10.00 L21 Soo' oo' 34" w 54.28' OF E. CALDERWOOD DR. \ S00'00'00"W S, ry 12.01 � m L22 S 00' 00' 34" W 27.63' S00'00 00"W D I L23 S 00' 00' 34' W 26.65' moo\o J a N 90'00'00" W 12.01 m L24 S 64' 47' 20' W 6.74' d \ Qs s'yZ 11.84 r�i L25 N 25' 12' 40" W 30.92. -Zi i L26 N 75' 00' 00" E 21.03' \ 9 S00'00'00"W p >- �� 'rn �F� \ 20.00 =' L27 N 49' 10' 12" W 38.69' F- 40' LANDSCAPE BUFFER J ¢ �`' " OJ REQUIRED BY THE CITY OF MERIDIAN cv �1e \ Syr ��°c/ �� S90''00300"E w L29 N 00' 00' 34; E 18.04' 40' UNDER CONDITIONS OF APPROVAL ��/ ,�� a 40.00' EASTERLY OF, AND ~O BLOCK[ \ \ \ / gp:' <\ L,.O N 59' 21 44 E 60.49' COINCIDENT TO THE EAST LINE J \� 5 L31 N 47'46'53' W 48.33' OF S. KUNA-MERIDIAN RD. Y 6'• \J'� /�,g� L33 N 14'32'56' E 47.86' r c,.> `'ter,\o � � � L33 N 24'15�38' W 47.86' 1 �� s ��o g6/ - - N36'20'04"W 100' L34 S 89'59 26' E 12.10' 1-- Co I S� �s �g 12.50 \f L35 S 89'59'26' E 18.13' O F- J 16.73 �� 5� / L11 L36 S 89'59'26' E 15.77' I J (/7 \ S47'24'00 E \ I \ �'� G L37 N 34'29'53' E 11.72' 10.00 \ �/ 6� yFa L38 N 3429'53' E 45.74' 25.00 r� oo"W s� I L39 N•3429'53* E 7.64' PUBLIC UTILITY op S42'9 21 „k y°� \ 9� \ L40 N 34'29 53 E 41.66' I� o' EASEMENT ��O,h��4 L21 6 a��p'L� Fs� L41 N 34"29�53" E 53.37� �5 Fy L42 S 3736 29" E 47.63 p G' �s�S. ?� _ S89'59'26"E _ h1 ,OF' PVeZlC �o�` \ L43 N 42'59'46" E 63.63' J 25.00 R� F 104.48 43.69 �° p �� UT/�! J \ L44 N 48'00'00" E 42.50' S89'59'26"E _ ��6� �9 S362p• ry FgSF �9�y L45 N 42'00'00' W 31.48' '>> 111.76 yt. ,n1.25 �� Sp 44. MEjy,T �, L46 N 48'00'00' E 26.38' 0 9�n L47 S 8959'26" E 10.42' I I i L6 \ Fy L48 S 89'59'26" E 37.30' L49 N 00'39'57' E 39.27' I \ L50 S 89'59'26' E 1.97' cD d r7 `- L51 S 89'59'26" E 45.75' p O O �p O L52 N 0039'57' E 18.37' J J J J J \ L53 N 13'43'05' E 34.33' L54 S 00'39'57" W 4.18' L55 S 00'39'57' W 47.91' L56 S 00'39'57' W 52.09' L57 S 00'39'57' W 15.00' �O,A L58 N 0039'57' E 11.98' LOT 18 LOT 3 BLOCK Q N r7 ca �� L60 N 0001'27*20' E 54.46' L60 N 61"01 27 E 54.46' r' r-25' EMERGENCY VEHICLE �1 L61 N 00'47'20' E 17.88' N f-- I- ►- O~ ACCESS EASEMENT ~O OJ Q� L63 S 00'00' W 18.72' ;/CITY BE VACATED UPON 00 J I REPLATTING OF LOT 19 LOT 4 ~ W L64 S 89'59'26" E 26.30' LOT 2, BLOCK 1 WITH H �� L65 S 58'19'04' W 48.06' 30' PUBLIC O M L66 N 00'00'34' E 18.00' OF MERIDIAN APPROVAL --1 o UTILITY EASEMENT �O b 4.7 O� o w.c. N00.0034'E - _ S89'59'31"E �O� Z 2.00 s LOT 5 N 89'05'00" W - _ _ S 85'03'32" EI o 179.85' 70.64 S89'59'31"E _ 6' LOT 20 C13 C10 C12 96.41 EASEMENT LINE TABIF / LINE BEARING DISTANCE LOT 20 6 a I L1 S 45' 00' 00' W 19.02' �0� r I DETAIL 1 ca J L2 S 45' 00' 00" W 19.02' 1 O O LOT 21 N.T.S. LOT 1, BLOCK 3 IS ALSO A L3 S 45' 00' 00" E 5.00' -1 J B PEDESTRIAN L4 S 00' 00' 31" w 18.86' `�, J EASEMENT. L5 S 00' 00' 31' W 18.86' �Q� C 1 L6 N 89' 59' 29" W 5.00' BLOCKD C14 C15 c' LOT 35 s o'0034'w L7 S 36' 20' 04' E 16.24' �' LOT 22 2.00 L8 S 36' 20' 04' E 16.24' .( L9 S 53' 39' 56" W 5.00' 0� t aL Lid n L10 N 53' 51' 00' E 5.00' ` -- o �11) I STD �G 711 S 36' 09 00" E 5.88� LOT 23 G c' S 36' 09' 00" E 5.87 O� O� ' �' �" /�+ d ✓ S 36' 20' 04' E 42.90' I L14 S 53' 39 56" W 5.00' �0, I DETAIL 1 L15 S 36' 20' 04' E 43.60' L16 S 36' 20' 04" E 5.00' �' ) BLOCK LOT 36 LOT 24 �� '�� 0 I I L17 N 53' 39' 56' E 14.12' O L18 N 53' 39' 56" E 14.12' O'� N N N �O, c. H 1 N 09 N 00' 00' 00" E 1 13.72' v ti O LOT 31 L20 N 00' 00' 00" E 13.72' O F- ►- ,S S ' L21 N so• oo' oo' E 5.00' - 0 0 LOT 37 LOT 25 f vEff TRE.ISURE VALLEY ENGINEERS, INC.O �_ �" �_ �_ O 5680 E. FRANXLIN RD. SUITE Z_0_ cj NAMPA, IDANO 83687 N (208) 463-0305 FAX(208) 463-4391 SHEET 2 0 F 4 mail®TreasureiallesEn;ineers.com ENGINEERS PLANNEP.S c� SURVEYORS 00 c VISIT OUR WEB SITE. in+-r.TreasureiallevEnsineers.com o a -PaAc I PLAT OF LARKSPUR SUBDIVISION NO. 1 CERTIFICATE OF OWNERS A PORTION OF THE SW1/4 OF THE NW1/4 OF SECTION 19 KNOW ALL PERSONS BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THEY ARE THE OWNERS TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, OF THE REAL PROPERTY AS PLATTED HEREON, AND DO INTEND TO INCLUDE SAID REAL PROPERTY IN THIS SUBDIVISION PLAT. THE OWNERS FURTHER CERTIFY THAT THIS PLAT COMPLIES WITH IDAHO CODE 50-1334. ALL LOTS IN THIS SUBDIVISION WILL MERIDIAN ADA COUNTY IDAHO RECEIVE DOMESTIC WATER FROM THE CITY OF MERIDIAN, AND THAT THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE > > THE LOTS IN THIS SUBDIVISION. 2005 DESCRIPTION: Land in the SW1/4 OFt. %&"1/4 of Section 19, T3N, R1E, B.M., City of Meridian, Ada County, Idaho, described as follows: COMMENCING at the Northwest Corner of said Section 19; thence, along the West Line of said Section 19, SouthOG°55'00" West (SO'37'25"W of record — Warranty Deed Inst. No. K R. SIEMSEN CAROLYN IEMSEN 8758722). a distance of 1519.50 feet (1519.92 feet of record), to the Northwest Corner of Parcel I as described in that certain Warranty Deed, Inst. No. 103085774, Ada County, Idaho records, said point also being on extension of the ACKNOWLEDGEMENT southerly line of East Calderwood Drive, and the Plat of Running Brook Estates, as per the Plat thereof, in Book 65, at Page 6636, Ada County Plat Records; STATE OF IDAHO thence, along said southerly right—of—way, South 89'59'26" East, a distance of 60.01 feet, to a point on the Easterly COUNTY OF �� 3SS right—of—way of State Highway 69, as described in Warranty Deed, Instrument No. 8758722, and the POINT OF BEGINNING; Q�,� thence, continuingalong the southerly right—of—way of East Colderwood Drive, and the South Line of Running Brook ON THIS_5� DAY OF 200 A.D., BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN g y g y g AND FOR SAID STATE, PERSONALLY APPEARED JACK R. SIEMSEN AND CAROLYN SIEMSEN, KNOWN, OR IDENTIFIED TO ME TO Estates, South 89.59'26" East, a distance of 1060.15 feet, to the southeast comer thereof, also being a point on the BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT, AND ACKNOWLEDGED TO ME THAT West Line of The Meridian Greens, Unit No. 3, as per the plat thereof, in Book 63, at Page 6402, Ada County Plat HE/SHE/THEY EXECUTED THE SAME. records; thence along said West Line, South 0.47'20" West, a distance of 583.36 feet; I NE WHEREOF: I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. thence continuing along said West Line, South 00'39'57" West, 194.65 feet, to a point on the North Line of Edmonds Subdivision, as per the Plat thereof, in Book 33, Page 2050, Ada County Plat Records; a thence along said North Line, North 89'57'32" West, a distance of 1062.30 feet, to a point on the Easterly right—of—way RESIDING IN &i S40 IDAHO MY COMMISSION EXPIRES ` of State Highway 69; N PUBLIC FOR IDAHO thence along said right—of—way, North 0'55'00" East, a distance of 777.45 feet, to the POINT OF BEGINNING. Containing 18.94 acres, more or less. NOTARY PUBLIC FOR THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC, AND THE EASEMENTS SHOWN ON RESIDING AT d'1AV THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTIU11ES AND FOR ANY OTHER USES AS DESIGNATED HEREON, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENT. MY COMMISION EXPIRES Z� Igo? SOUTHWOODS, LLC, AN IDAHO LIMITED ILITY COMPANY LARKSPUR, LLC, AN IDAHO LIMITED LIABILITY COMPANY 'R07'�"Z 10, RONALD D. SARGENT MANAGING MEMBER RONALD D. SARGENT ACKNOWLEDGEMENT MANAGING MEMBER ACKNOWLEDGEMENT STATE OF IDAHOI1 A �SS COUNTY OF MA4 STATE OF IDAHOdA �SS 2001, 1 UNDERSIGNED, NOTARY IC IN AND FOR couNTY OF SAID STATE P RSONALLY APPEARED RONALDD. SARGENT, KNOWN ORDENTIFED TTO METO BEPTHEMANAGING MEMBER ON THIS �_th DAY OF 200^5 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBUC IN AND FOR hG OF SOUTHWOODS, LLC, AN IDAHO LIMITED LIABILITY COMPANY THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID SAD STATE, PERSONALLY APPEARED RONALD D. SARGENT, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGING MEMBER LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME. OF LARKSPUR, LLC, AN IDAHO LIMITED LIABILITY COMPANY THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH MFTED LIABILITY COMPANY EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND H N IS CERTIFICATE FIRST IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEAL DA YEAFL IN THIS CERTIFICATE FIRST ABOVE WRITTEN. ,,,, , P 0 N,^ ABOVE WRITTEN. \\N NOTA Y UBLIC FOR �daha P O'� �OT�� ' RESIDING AT �OkS>Pi � a 1A f�G — NOTARY PUB IC FOR � 0 — \O R y MY COMMISION EXPIRES OI2� I O — = RESIDING AT I �0 3 L\C# — �'U B0C) MY COMMISION EXPIRES SPRIN REEK M IDIAN, LLC, IDAH LIMITED LIABILITY COMPANY LEONARD D. REED ACKNOWLEDGEMENT DOUGLAS !CLEGG MANAGIN MEMBER STATE OF IDAHO COUNTY Of Ct3 SS ACKNOWLEDGEMENT ON THIS y DAY 0. , 2005 A.D., BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN STATE OF IDAHO Ada AND FOR SAID STATE, PERSONALLY APP ED LEONARD D. REED, KNOWN, OR IDENTIFIED TO ME TO BE THE PERSON(S) COUNTY OF 3SS WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED n ,L THE SAME. ON THIS '/��' th DAY OF .�J�`e 200 5, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED DOUGLAS B. CLEGG, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGING MEMBER IN ESS WHEREOF: I HAVE HEREUNTO SET MY HAND AND AFFIXED MY SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. OF SPRING CREEK MERIDIAN, LLC, AN IDAHO LIMITED LIABILITY COMPANY THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED < A ,itC'� � THE SAME. RESIDING IN _lewt� , IDAHO MY COMMISSION EXPIRES gZQf 0 Y PUBIJC FOR IDAHO IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SEA 0 CATE FIRST ABOVE WRITTEN. l' NOTARY PUBLIC FOR e �LO NOTARY PU LIC FOR jQ(A0 RESIDING AT aL L 0 N C/ ,^ RESIDING AT 0',4A•:�.' - MY COMMISION EXPIRES 09 �1�y IST� �J'� _ �;' �,O�ARY _ MY COMMISION EXPIRES pq - 1 V r82 THE LSURE VALLEY ENGINEERS, INC. OF VC�� V1L+411 5660 RD. E 220 NMP 83667 C4 �•_16—O F. 463-0305 D tf►J �X(2(206) 463-4391 mailOTreasureValleyEngineers.com ENGINEERS PLANNERS � SHEET 3 OF 4 SURVEYORS o VISIT OUR WEB SITE: www.TreasureValleyEngineers.com o b>tio V,q3 I lot#7 PLAT OF LARKSPUR SUBDIVISION NO. I A PORTION OF THE SW1/4 OF THE NW1/4 OF SECTION 19 TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO 2005 CERTIFICATE OF SURVEYOR APPROVAL OF CITY COUNCIL I, ROBERT G. HINCKLEY. PLS, DO 'HEREBY CERTIFY THAT 1 AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT 1, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN IDAHO, DO HEREBY CERTIFY THAT AT A REGULI R MEETING OF THE CITY COUNCIL HELD CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS, SURVEYS AND CORNER ON THE �_ DAY OF 200 THIS PLAT WAS DULY ACCEPTED-IAND,. PERPETUATION AND FILING ACT, IDAHO CODE 55-1601 THROUGH 55-1612. APPROVED. frI~: - '•. XL L Is CITY CLERK ROBERT G. HINCKLEY 10782 PLS 10782 t' • �5 � CENTRAL DISTRICT HEALTH DEPARTMENT CERTIFICATE OF COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, CHAPTER 13, HAVE BEEN SATISFIED BASED ON THE STATE OF IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) APPROVAL OF THE WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF THE SANITARY RESTRICTIONS. BUYER IS CAUTIONED THAT AT THE TIME OF THIS : APPROVAL, NO DRINKING WATER OR SEWER/SEPTIC FACILITIES WERE CONSTRUCTED. BUILDING CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE BUILDING PERMITS IF DRINKING WATER OR SEWER SURV YOR P L 30'30 FACILITIES HAVE SINCE BEEN CONSTRUCTED OR IF'THE DEVELOPER IS - /TY SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER - FAILS TO CONSTRUCT FACILITIES OR MEET THE OTHER CONDITIONS OF DEQ, THEN SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE CERTIFICATE OF COUNTY TREASURER OF A CERTIFICATE OF DISAPPROVAL, AND NO CONSTRUCTION OF ANY BUILDING OR SHELTER REQUIRING DRINKING WATER/SEPTIC FACILITIES SHALL BE ALLOWED. I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF - - IDAHO, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT PROPERTY BY: s' TAXES FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN PAID CENTRAL DISTRICT HE TH DEPARTMENT IN FULL:=oIS °CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS. �. _" ... f DATE: COUNTY TREASURER �, DATE APPROVAL OF ADA COUNTY HIGHWAY DISTRICT THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY COUNTY RECORDERS CERTIFICATE HIGHWAY DISTRICT COMMISSIONERS ONTHE 2 0^bAY OF Pu!L. 200��. I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF �,t1A -,C ��D�A_r, l�.t ��.c oc1�yT•.'•• AT __AL_ MINUTES PAST _�_ O'CLOCK THIS pAY OF kW� 200,., A.D., AND WAS �` •�ey' ° °o.�- DULY RECORDED IN BOOK � _ OF PLATS AT PAGES 1[Q(�� THRU , INSTRUMENT NUMBER � _', � a °s _ C HAIR , ADA CON IGH AY DISTRICT ACH °Y fY D IlrosaillisS .° DEPUTY '1 EX-OFFICIO RECORDER APPROVAL OF CITY ENGINEER SEE: o0 I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, WAIRC, DO HEREBY APPROVMTHIS PLAT J TREASURE VALLEY E,1'GINEERS, INC. ova 5680 E. FRANXLIN RD. SUITE 200 N"TA, IDAHO 83687 r N CI NGIN ER ^.. FAX(208) 463-4391 mail®Treasure ValleyEngineers.com ENGINEERS PLANNERS cv SHEET 4 OF 4 SURVEYORS coCD VISIT OUR WEB SITE. www..TreasureValleyEngineers.com o