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HomeMy WebLinkAboutCC - Construction Drawings • • • • Agency Review Plan Copy j a, L ea u ivision Not For Construction z DATE: 6-MARCH-2023 - 00 o - L Common Drive Water Pressure Irrigation, & SanitaaSewer Construction Plans `� c) zNm � Vicinity Map Waterline Construction Notes " " Sheet Index 0 o C r- - \ T.. \_ i 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AS WELL AS THE STANDARDS AND SPECIFICATIONS 1 TITLE SHEEP AND NOTES Z Qy ;.._ - REFERRED TO IN GENERAL CONSTRUCTION NOTE NO, 1. 2 SITE COMPOSITE & IRRIGATION PLAN I� •' \-- - (-- --- _-- L _... ,1 -_-�. _ 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FOR A 3 GRADING & UTILITY PLAN C) j POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CR055 WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE 4 CONSTRUCTION AND STORM DRAIN DETAILS Z CCU I I i IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS IDAPA 58.01.0$ AND SECTION 430.02 OF THE WASTEWATER RULES IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 6 FEET, WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN w +- ; T Tom\ I AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR U j car) PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). C'i L �- `� 4. PLACE WATER SERVICE LINES IN A 2-INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). Z, M --- \ I / (V C6 NOT TO SCALE I ._-.�_!._i....__. _ ._ __€.___.�__ -- __-_- 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR O Cr7 / - ♦ - - `- -�_- r SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. V U N N I I AAA ! _- \ _ 6. ALL WATER MAINS SHALL 8E INSTALLED WITH A MINIMUM COVER OF 4 FEET. -- Imo_ 7. CONTRACTOR REQUIRED TO VERIFY THAT THE PIPE JOINT DEFLECTION ANGLE DOES NOT EXCEED 1/2 OF MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. PBM # f - _-� a PBM #1 7 Z _- APGAR CREEK DR. CREEK _-; i�.._I. I -r- ILL- - _. - J r E SPRINGS C\♦ ---- ; - ----- - --- W. i ---- ------ 8L - OND STONE ST. C-D SanitarySewer Construction Notes Erosion Control - Storm water Pollution Prevention Note Lp 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 5$.01.16j A5 WELL A5 THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL 1. PRIOR TO CONSTRUCTION CONTRACTORS SHALL BE RESPONSIBLE TO VERIFY THAT A NOTICE OF INTENT TO CONSTRUCT (N01) McMILLAN RD. - --- - -�.__1:_ CONSTRUCTION NOTE NO. 1. _._ .__ HAS BEEN FILED AND ACCEPTED BY THE ENVIRONMENTAL PROTECTION AGENCY {EPA). THE CONTRACTOR(S) SHALL BE _... McMILLAN„RD __ w - "- --- -�- - - T...__..._- 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF 10 FEET. WHERE IT IS NECESSARY FORA RESPONSIBLE FOR COMPLYING WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). Project� __.__.. . .................._.,.._.,...,... _ _....- ,� � � POTABLE WATER MAIN AND NON--POTABLE WATER MAIN TO CROSS WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE -- �- - - - ! IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58,01.16). / ps Location \\ ......1 __ ........... -- .__--- r € 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF 6 FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN , /,�Z/ AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN 18 INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR i - - ' PUBLIC DRINKING WATER SYSTEMS (IDAPA 58A1.08) AND SECTION 430.02 OF THE WASTEWATER RULES -.._. (IDAPA 58.01.16). w o -- Fire Department Note Q o 4. PLACE SEWER SERVICE LINES IN A 6-INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES)• ALLEYS SHALL BE MAINTAINED AT ALL S FOR ACCESS BY ---- -....-...- 1. ALL COMMON DRIVEWAYS AND TIME FIRE, POLICE, AND EMAS AT I I _._.. _..__..._ ALL TIMES OF THE YEAR. o _L.----------- -...i - ...., z O Z L E5 j� -------- --- a ti r Q Cn QUO ,\ - - - Roadway Construction Notes LLJ - �, \ _ f �� � = \ j \r\ f \� I j I 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WRY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LFAST TWENTY-FOUR (24) HOURS PRIOR TO ANY Construction Staking Note •? q / ti i �, I CONSTRUCTION. / \ \ o rl 1. THE CONTRACTOR SHALL VERIFY CONSTRUCTION STAKES WITH THE CONSTRUCTION PLANS AND THE PROJECT BENCHMARK 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PRIOR TO CONSTRUCTING THE IMPROVEMENTS REFERENCED BY THESE CONSTRUCTION PLANS. IF A DISCREPANCY IS Benchmark Information OBSERVED BETWEEN CONSTRUCTION STAKING AND THE CONSTRUCTION PLANS THE CONTRACTOR SHALL CONTACT THE DESIGN `- (NAVD 88 DATUM) ENGINEER FOR CLARIFICATION PRIOR TO THE START OF PLACEMENT OF THE IMPROVEMENT. V � Cd w z o PBM #1 FOUND 5/8" PIN AT THE INTERSECTION OF APGAR CREEK DR. PBM #2 FOUND 5/8" PIN AT THE INTERSECTION OF CHIMNEY PEAK AVE. o AND THE WESTERLY SUBDIVISION BOUNDARY OF FULFER SUB. AND THE NORTHERLY SUBDIVISION BOUNDARY OF FULFER SUB. Q � _ NO. 6. AS SHOWN 1N THE VICINITY MAP ABOVE. NO. 6. AS SHOWN IN THE VICINITY MAP ABOVE. M- ELEVATION = 2669.05. ELEVATION = 2669.98 Pressurized Irrigation Construction Notes 06 41 --- 0 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE SETTLERS IRRIGATION DISTRICT, WHICH IS THE PRIMARY WATER SOURCE ; ' a o- c) z 2. PRIMARY WATER SOURCE SURFACE WATER SHOULD BE UTILIZED IF AVAILABLE, SECONDARY WATER SOURCE IS SUPPLIED BY THE CITY OF MERIDIAN POTABLE WATER SYSTEM. o � 3. THIS DEVELOPMENT WILL BE ADDING THREE (3) NEW SERVICES TO THE EXISTING PRESSURE IRRIGATION MAINLINE SYSTEM IN FULFER SUBDIVISION NO. 6 THAT IS OWNED AND OPERATED BY THE FULFER Y o 0 SUBDIVISION HOME OWNERS ASSOCIATION. o n General Construction Notes Idaho Digline, Inc. - 811 City of Meridian QR Code 7 m - *CALL BEFORE YOU DIG* = z z o 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL 8310 W. USTICK RD. STE. 100 `) � o p SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, AND THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF Drainage Construction Notes BOLSE, ID s37a4 o U U1 THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 1-800-342-1585 1.. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT-OF-WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE (208) 342-1585 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES. DURING CONSTRUCTION (AVAILABLE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. UNDER THE APPROPRIATE PERMIT. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. m 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. w 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT 24- HOUR PRIOR NOTICE, Ada County Highway District General Notes 6, CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE I.S.P.W.C. AND ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY STANDARDS AND THE I.S.P.W.C. WILL BE 7. ALL MATERIAL FURNISHED ON, OR. FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO: 3. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE (A) BACKFILI_ING TRENCHES FOR PIPE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA (B) PLACING OF AGGREGATE BASE 4. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES AND THE JURISDICTIONAL BODY OR AS SET FORTH THEREIN WHICHEVER IS MORE (C) PLACING OF CONCRETE (D) PLACING OF ASPHALT PAVING. RESTRICTIVE. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS, 6. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO: (A) BACKFILLING TRENCHES FOR PIPE; (8) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. (D) PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE.MERIDIAN PUBLIC WORKS DEPARTMENT. 7. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WRY CONSTRUCTION PERMIT FROM A.C.H.D_ AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. CONSTRUCTION. 8, STREET CONSTRUCTION INSPECTION WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE PERFORMED BY THE ADA COUNTY HIGHWAY DISTRICT. CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIMUM OF 24-HOURS PRIOR TO REQUESTING AN INSPECTION. 9. ALL STREET WIDENING CUTS SHOWN HEREON SHALL CONFORM TO THE I.S.P.W.C. SD-301 AND ACHD SUPPLEMENTAL DRAWINGS SD-303 & SD-806. LLJ .Q 10. IF ANY UTILITY OR IRRIGATION FACILITY INTERFERES WITH REQUIRED STREET IMPROVEMENTS ALL SUCH UTILITIES OR IRRIGATION FACILITIES WILL BE RELOCATED AS TO NOT INTERFERE WITH REQUIRED STREET p •r-H IMPROVEMENTS AT THE OWNERS EXPENSE. ALL IRRIGATION FACILITY IMPROVEMENTS SHALL BE APPROVED BY SOUTH BOISE MUTUAL IRRIGATION COMPANY. N 11. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEERLU ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE . 12. ACHD INSPECTION STAFF CLOSELY MONITORS PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%; THERE ARE NO "TOLERANCES" ALLOWED. 13. ALL PAVEMENT CUTS MUST BE A MINIMUM OF 2 FEET WIDE. IF A PAVEMENT CUT IS REQUIRED IN A PUBLIC ROADWAY INCLUDED IN THE FIVE YEAR MORATORIUM, A WRITTEN REQUEST MUST BE DIRECTED TO THE ACHD UTILITY COORDINATOR AND APPROVED BY THE PAVEMENT CUT REVIEW COMMITTEE. 14. CONSTRUCTION OF ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USECD CD N ¢v THE FOLLOWING: PRINCIPAL ARTERIAL ROADWAYS SHALL BE SP-3, 1/2" MIX, PG 64-28 5" THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 25" OF 6" MINUS PIT RUN; MINOR ARTERIAL ROADWAYS SHALL BE w a i=z o __10 SP-3, 1/2" MIX, PG 64-28 5" THICK, AS A MINIMUM WITH 4" OF 3e4" BASE AND 25" OF 6" MINUS PIT RUN. COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3; 1/2" MIX, o n m 2- cL PG 64-28 3" THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 20 OF 6" MINUS PIT RUN; LOCAL RESIDENTIAL ROADWAYS AND ALLEYS SHALL BE A SP-3, 1/2" MIX, PG 58-28 2-1/2" THICK, AS A `" = m'< Q 6 MINIMUM WITH 4" OF 3/4" BASE AND 14" OF 6" MINUS PIT RUN. USE WHICHLWR PAVEMENT SECTION IS GREATER. ,;; �� ¢T La 15. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND 13ACKFILLED WITH STRUCTURAL FILL PER ISPWC 6 Q Q � M a i SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. 16. TRUNCATED DOMES SHALL BE INSTALLED IN ALL PEDESTRIAN RAMPS LOCATED WITHIN THE RIGHT-OF-WAY PER I.S.P.W.C. SD-712. DOMES SHALL BE RIGID INSERTS WE-SET INTO CONCRETE (CONCRETE STAMPS SHEET NO: AND ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED "TRAFFIC YELLOW". 17. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. 1 Agency Review Plan Copy U Not For Construction z 24.0' 9 1/2' LEGEND 2'-6" DATE: • a 00 6-MARCH-2023 V I vi O 1/16' CLEARANCE Ot (4) 1" DIA. HOLES ON 3-1/2' RADIUS. WELL COVER, 8" DIA. `o 12.0' t2.0' 02 MECHANICAL PLUG. WATERTIGHT GALVANIZED STEEL PVC CAP, GASKETED (WATERTIGHT). A d E ( 12" DIA. X 1'-0" PVC, DIP OR CP. 180 2 COVER AND CANISTER L p 3:1 TO 3:1 TO A A ® FIBER JOINT MATERIAL. FINISH GRADE �, N m ho 2.00%MINIMUM 2.00%MINIMINIMUM EXISTING EXISTING * o Q5 PVC ASTM 3034. GROUND GROUND ® o © 45 DEGREE BENDS. 0 8" \\//\ \\ \\//\ d ° e °. V tov ON C Q7 "Y" FITTINGS. 3 ARIES \ \\i\j\\\ \\\\\ a° z u ® EXISTING OR NEW PIPE. 4 //\\ /\/` CONCRETE (COLLAR), CLASS 2 1/2" OF ASPHALTIC CONCRETE 01 (�9 TYPE 1 BEDDING MATERIAL, 5 -3/4" / 3000 (ISPWC SECTION 703). z C > 3 SUB BASE - 10" OF PER LS.P.W.C: SECTION 805. ® MISSION COUPLER OR APPROVED SUBSTITUTION. ? q 6" MIN) 0 b0 Q 6' MINUS PER 6 BASE COURSE - 4' OF 3/4" UNDISTURBED MATERIAL. DRAINAGE GEOTEXTILE, TYPE I w �f° O0 LS.P.W.C. SECTION 801. PLAN MINUS PER LS.P.W.C. SECTION 802• N.T.S. 7 (ISPWC SECTION 2060). aq ^ m 4" / T (3) s" DIA. COILS Well Cover In Sidewalk Fes, z vi Vj 3/4" 9" \// 12" 12" 8 B I ` \/ r✓ "z'" 3 m r'") Private Drive Cross Section 1 i/2" %\ \\ 3/4" MINUS CRUSHED AGGREGATE FOR (>J c N Oo l 1" \\ y /\'\/ ` /x //\\� BASE (ISPWC SECTION 802) OR MATERIAL r18"� V o cn O NOT TO SCALE �� � K� // < REQUIRED FOR STORM DRAINAGE FACILITY. U N N 6" 6" \� A� f 1 6"� .1 � s ¢ 60" (I.E. 3" DRAIN ROCK, FILTER SAND) a ° Q �+ 4° / ` J PVC PIPE, 4° DIA. ASTM D-3034 SDR a 4" /\ „ > 35 FOR DRILLED WELLS. PVC PIPE, 6" m . CF�LL 18 3 ASTM D-3034 SDR 35 FOR WELLS _ � vv ° o z 10" 6' ,$ r `ial^� J ^ �jn�`_i� /� 6� ?�-- nl ' =� 4 >- � N'- �0 O < °< ►� z �h° v Tom •.� T V//� �y DUG AND BACKFILLED (INSIDE SEEPAGE 3 ° % / 9% / \�\ / 7 / /\\ \j/ �\ BEDS FOR EXAMPLE). {7 2°x4" MARKER AND FINDER � 21" �- 7�, �<,`�^!` /\ YV / l /�\ �i WIRE PER ISPWC SD-512 - �� \\i�\ \\ \\�\/ �\.\ \ \�\\r o n DEVELOPER PROPERTY MAR t rN FIND-i 9 \/�//�// \\\i, \/, i�/� i 8 sz P I wC SU. SECTION A-A o < (2) STAINLESS STEEL HOSE CONCRETE (COLLAR), CLASS J SEE PLANS FOR STUB CAST IRON RING & COVER SECTION B-B B 9 0 3 CLAMPS AT 3" SPACING. SECURE 3000 (ISPWC SECTION 703). TERMINATION LOCATION N.T.S. N.T.S. 1 SIDE m o GEOTEXTILE IN PLACE. �� N.T.S. wm FILTER SAND (ISPWC Plan View Standard 4 Traffic Rated Clean out 12" SECTION 801) Concrete Collar Non-Traffic Areas 4 REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. SD-506A NOT TO SCALE \ " J > DRAINAGE GEOTEXTILE, TYPE ICONCRETE 4 �/ y V+ATER-T CST (ISPWC SECTION 2060). 3000 ISPWC(COLLAR), CLASS ^4 U PLU OR CAP a O I , f o m 0 0 PERFORATED PVC PIPE, z a ASTM D-3035 SDR 35 ° � w g 0 0 WITH (6) 3/8" DIA. HOLES < . a WATER-TIGHT PLUG OR CAP I _ 0 0 AT 3" ON CENTER 3 0 0 ® 1 36" 0 0 a ° 0. 0 0 0 ° w w o. CENTERLINE OF 0 0 2% SLOPE 1% MIN. SEWER MAIN o to Cn = 45• BEND , INVERT ELEVATION AS I BE"ILJ + 0 6" Plan View z `�" SHOWN ON PLANS i Concrete Collar - Traffic Areas z o U) o o � ~ w PVC CAP. SOLVENT WELDED 12'� I�-24"�I O Q o SD-5 -A OR GASKETED (WATERTIGHT) Well Section ; . 6" Q �, on � N N Notes �4 j � o � m Standard Sealer Service Connection 1. WELLS ARE FOR OBSERVATION OF GROUNDWATER r, a a w 2 LEVEL NEAR STORM DRAINAGE FACILITIES. (2) 4 REBAR HOOPS 7� o cn ¢ REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. SD-51T & SD-511-A. NOT TO SCALE WITH #4 VERTICALS CONCRETE (COLLAR), CLASS Q w w o 3000 (ISPWC SECTION 703). 2. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ENGINEER. sa V1 0 = w z O � c � 2 � 3. EXTEND MONITOR WELL A MINIMUM OF 1 FOOT Concrete Coll r cV =o z¢ o BELOW BOTTOM OF FILTER SAND. C3 � w = ¢ RIM=69.37 O m ¢ = 0-¢ INSTALL GRATED COVER j=' p- N o z **PRECAST GRADE RINGS RIM=69.44 ` Ground Water Observation Well (Monitoring Well) 00 g z z o IN 2", 3", 4 12", 0.42' INSTALL GRATED COVER V REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, ACHD SUPPLEMENTAL STD DWG. SD-627. NOT TO SCALE O N 0- 6", d w Q 24", 36", AND 48" **PRECAST GRADE RINGS U o F N 3 IN 2", 3", 4", 6", 12", o � u z FINISH GRADE Oj TOP OF LID 0.42' 24", 36 AND 48" z o 0 r U Nook 88 LF 8" PVC TOP OF LID p v > m - N 4 LARKEN PRECAST/CXT INC. 350 SD ® 0.4% ELEV.=68.94 U m z z En z o n z �t 1 GALLON HS-25 CATCHBASIN, 112 LF 8" PVC w o w o o /\/\/\/\/ OR APPROVED EQUAL SD ® 2.1% N a<n SUBGRADE OR NATURAL ° O- \ \ \\/\\/\ LARKEN PRECAST/CXT INC. 350 ¢ o w O ° GROUND ° O GALLON HS-25 CATCHBASIN, 1 o O 1 OR APPROVED EQUAL 1 \O 1 1 5 8" INVERT OUT \\ / / ELEV.=63.94 y\ ° VERTICAL WALLS ALLOWED //\%/ Le endLd (/ o WITH PROPER SHORING g 8" INVERT OUT Q o %\\ //\\// t. LOCAL CUT BACK, ONLY IF REQUIRED. ELEV.=65.94 / O OR LESS THAN 5' o c \ O \ \// TOP OF UD \ \ 2. SURFACE REPAIR WIDTH, 4 FEET MINIMUM. \ o © O \/\\\/ 6 3. EXISTING SURFACE. STOP OF LID 4. EXISTING BASE. CB-1 ELEV.=64.61 \\: 5. TRENCH BACK SLOPE PER OSHA OR SUITABLE SHORING. 69.66 FG 70.13 FG 7 6. TRENCH BACKFILL PER ISPWC SECTION-306. INSTALL GRAZED COVER ASPHALT = 7. VERTICAL TRENCH WALLS SHORING PER OSHA. z o O \ j INSTALL NON-WOVEN GEOTEXTILE 76 5° LT BASE COURSE O **PRECAST GRADE RINGS IN 2", 3 O v o //\\ 8. PIPE BEDDING PER ISPWC SECTION-305 (SEE 4", 6", 12', 24", 36", AND 48" 0.42' FABRIC AROUND TOP AND SIDES 10" MIN. GROUNDWATER STRUCTURAL BASE \\ ° O O ° o O vo SD-302). OF SEEPAGE BED. BACKFILL OBSERVATION WELL COURSE TOP OF LID TOP OF SEEPAGE PIT \\ < 6" MIN. /\j' 9. FOUNDATION STABILIZATION MAY VARY PER SOIL ELEV.=67.40 TOP OF / ELEV=66.46 aw N \ \ \\' TYPE AND STABILITY (PER ISPWC SECTION-304). SEEPAGE PIT j 12" MIN. °. a ELEV.... N , / EACH j\\j 8 8" INVERT IN 120 MIN / °'.'\/\\! 10. UNDISTURBED SOIL (TYP). (E&W) a . a a INSTALL END CAP \\ ° SIDE / LARKEN PRECAST CXT INC. 350 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r/1 11. SURFACE REPAIR AND BASE PER ISPWC f ELEV:=63.59 GALLON HS-25 CATCHBASIN, 0 0 0 o o o I 0 0 0 0 0 0 0 0 0 0 0 0 o o o 0 0 0 0 /\ a.,.° ° NOTE B ° \/\\ 0 0 0 0 0 o INSTALL 38 LF 8° PERFORATED PIPE o 0 0 0 o Yn CENTERLINE OF PIPE �/ °O� O // 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T ELEV.=63.58 •'-+ w /\/ SECTION-307 (SEE SD-303). OR APPROVED EQUAL O < \\ o°C / 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o Uj p E/ 12. UPPER COMPACTION ZONE. INVERT END ELEV13. LOWER COMPACTION ZONE INSTALL 8" TEE ; 1.5"-2" STONE AGGREGATE WASHED5a ° o 4 DRAIN ROCK C OUTSIDE DIA. OF m ® ? ° 4 BOTTOM OF Notes 12" INVERT OUT PIPE PLUS 2'-0" ELEV=63.34 o < BOTTOM OF A TRENCH EXCAVATION PER ISPWC SECTION 301. N SEEPAGE BED 3 B. PIPE BEDDING PER ISPWC SECTION 305. N ' SEEPAGE BED' ELEV=60.40 CATCHBASIN INVERT ELEV.=56.60 ASTM C-33 SAND 0 0 1.5' a ELEV.=62.13 7 C. BACKFILL AND COMPACTION PER ISPWC ; M s o Typical Trench Detail SECTION 306. CB-2 BOTTOM OF SAND :e - _ BOTTOM OF SAND 3 ELEV=58.90 I °° ELEV=58.90 w REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. SD-301. NOT TO SCALE 43' °" o r z CC, d 1' MINL-i . > a m a ° WRAP WITH TYPE 1 NONWOVEN w z Y U w o z DRAINAGE GEOTEXTILE a w > r SEASONAL HIGH T----------------------- -------------- GROUNDWATER = <2744.00 its SHEET NO: 5 Basin A Seepage Details 4 NOT TO SCALE Legend V L0 SUBDIVISION BOUNDARY ",Z c O LOT LINE , a cD III — - - — - - — STREET CENTERLINE a o x III o 0 0 0 0 0 EXISTING FENCE a�i N 0 III - - - - � .0 0 s — EEP— EEP— EEP-- EEP EXISTING EDGE OF PAVEMENT �s fn m i NEW EDGE OF PAVEMENT Fr� O cu a / ( _ _ - = EXISTING CURB AND GUTTER Z m a�i Lj 20 0 20 \ _EX-SS—EX-SS—Ex-SS—EX-SS— EXISTING SANITARY SEWER MAIN LINE V � 3 HORIZONTAL SCALE: 1"=20 \1 ' Iv s III CONSTRUCT 4" TYPE "C" SEWER SERVICE PER ISPWC Z > 3 �' , SEE DETAIL 2, SHEET 4 SD-511 b0 Q III O • 1 0 • III _ — _ — Ex-w Ex-w Ex-w Ex-w EXISTING WATER MAIN LINE w h CO 3 PIRR PIRR PIRR PIRR PIRR —P74FiE PIRR PIRR PIRR ` PTR===PI�PIRR— —ww w ww— CONSTRUCT WATER SERVICE - M III xF- M 2� —PIRR—PIRR PIRR PIRR (Y) EXISTING PRESSURE IRRIGATION MAIN LINE" va M � / w III EXISTING FIRE HYDRANT o m o U CAd L \ / x w EXISTING WATER METER EXISTING STREET LIGHT � - -2570- - _ \\\` z m \ - - - - - III O LOT NUMBER �O w� I Ili I x III i a' � W A SS EXISTING SANITARY SEWER MANHOLE .`� Z \ x III INSTALL SANITARY SEWER MANHOLE (� INSTALL SANITARY SEWER CLEAN OUT I III I II I 3 m o \ ', III > V x III Y,� x �)) 29,823 SF - - z o dd t P- x o Cfl V a w � v III ( o S11 Q� 55 � 3 Ili d' Li O EXISTING HOME, TO REMAIN — ` �i III w — — a ca U z m a 8,500 SF �� O z C) ¢ Agency Review Plan Copy _ N Z Z m tb q p n O Not For Construction m DATE: 6-MARCH-2023 r� ,.i z o ¢ ow -i,� - x �omo� 4� ss A I L w QN00 1Al A G AV ti d' ¢ 3 \ O r x �� Nay �rz �� 25;10 O ¢ O_ as °o�,e rya r2't � - -- —-2570— — — -E= a� _ ou a33 EE — -2570 — — — — 1 .� r--E �F- z zcolicco til II I ♦ E;_ g u N ,.•� � om = � o � TI � � so�D.__SP—_ so s8 so —€x-ss-�x-ss E six ,,L / 'a 0 -rv- A\ \_ _ �'., ��-11 z o 0 c�-.[1 U�7� '" �F EEP EEP Ew EEP ;'�P " '€ _EEP EEP �`• P A\\ _ W. Pond �tOne St. ,S�" O O co w -r;—�„ w `mow w`j,/ w—w—wwY(�� Y(�� Y(�� V��� — 1��� w w- ' 1�� 1�� y �(�� w- w w > m — / O/! ^Vtl "1�"YI PlV 'EhxY Ex • wW-W /wYl "W T'11 ^NTy • \\� C_j EX-SS—EX-SSEX-SSIX-5SEX-EX -SS- m Z N .I i o°y257o-am ✓,t _ 2570. Imo j Q Q W CpNp GOPC t m F I p(~J Uo z �cono--caRc� x i o Ld X O¢ � 8,633 SF ��7 It �/ // � rr \ m / 8,059 SF 8,059 SF 1 II17)p 3ww 7 ✓ I W Z W I � "I ,. � o/ \\ °' EEP— EEP .O W \i\ I - � w � �- PIRR— RR—PIRR—PIRRPIRR-��PIRR_ PIRR—PIRR—.PIRR PIRR—PIRR—PIRR�PiftftPIRR—PIRR—PIRR w d' PIRR—PIRR �QIf14R��,FPf PIRR—PIRR PIRR PIRR—PIRR—PIRR—PIRR—PIRR PIRR .PIRR—PIRR PIRRPIRR—PIRR PIRR a� y - - _ 7 J.'— — _ — _ — — — _ — _. _ — _ — — — — — _ _ _ _ _ _ _ - - - _ _ - - - _ !_ - - - - -. _ - - - - _ - - - _ - - - - N C9 Z J Y Z J N N Y W m Q Z a O Wr G Z� Y� WO C EEP EEP EEP-- EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP McMillan Rd. SHEET NO: 2 Legend 1 W I l N LOT LINE -- - - -- STREET CENTERLINE ✓ Cn VA A Z m O EXISTING FENCE // / I ,\ £ \\ \\ \ (� O EEP- EEPEEP- EEP EXISTING EDGE OF PAVEMENT - // 50,v N E - - - - - - NEW EDGE OF PAVEMENT /�/ a ¢ \ \\\ \\ Agency Review Plan Copy r`' j m o - - EXISTING CURB AND GUTTER / /// x z �� \ \\\ \ Not For Construction Z V)-EX-SS-EX-SS-EX-SS-EX-SS-- EXISTING SANITARY SEWER MAIN LINE / / �, \ \ \\ \\ \ 6-MARCH-2C23 c O 4- // > > AA v DATE: z m N CONSTRUCT 4" TYPE "A" SEWER SERVICE PER ISPWC l n \ / iy \\ \\ \\ '�" u SD-511, SEE DETAIL 2, SHEET 4 / aO F� V AA 10 0 10 v Ex-w Ex-W EX-w EX-w EXISTING WATER MAIN LINE \ \\ Zi 3 -w-w-w-w-w- CONSTRUCT WATER SERVICE - - w w 4/ \ HORIZONTAL SCALE: 1"=10' 0 PIRR PIRR PIRR PIRR EXISTING PRESSURE IRRIGATION MAIN LINE k\ ✓ I / ' - - \/ �t? I1 �/� ` OQ�SCl ��' \\ \\\� \ - - - - - - - - - - - - - - - - - - - - - - - - - x - •`n m x X` a 69.50 ETRC y 69.56 FG FINISH GRADE ELEVATION - - - m 69.31 ELOG j� 1SF \ w \ \ �.r +' M \ _ w 7D 2& FG---- - _ c / CONNECT SERVICE TO + w� iy �i 3 vi 69.56 EG EXISTING GROUND ELEVATION - - - - 69.52 FG EXISTING MAIN VIA SADDLE / ��� \\ cF \F \ - ___ _ _ _ _ _ _ _ _ _ _ = w _ G N 00 M 69.87 EG 69.56 ETRC EXISTING ELEVATION AT TOP BACK ROLLED CURB P � EEP ST�G� =EEa P F P 69.5G " TAP. 4" INVERT=2663.60 / - - - - - - - - - - - - - - U u N jl 69.56 ELOG EXISTING ELEVATION AT LIP OF GUTTER INSTALL 99 LF 4 PVC ® 1% X ��� INSTALL 99 LF 4" PVC �1% �- < �' W�--Ex-w EXIUIN,G -8" EWAI,ER MIMNw EX-w Ex-w-Ex-w EX-W Ex-w Ex-w EX-w EX-w EX-w EX-w EX-w�EX- 1p EXISTING FIRE HYDRANT - C6- = A% AP 4 EXISTING 70.10.FG♦ . .. .. . . . .. \ 1.5% RIM/FG=69.44 j�� MAINNVIA SADDLEETTO EW EXISTING WRIER METER O °so o-TSD-so o SD o�l-SO so-'so'- so o-i' /+� INVERT=2663.60 EXIST .0 �.� aX ` QMM� ss- �x -Ex ss Ex ss--ex�s�x ss--E�-�-s-ex=ss -Exss -E -s 1 E\X-S� Ex-Ss Ex-SS;Ex-Ss W / CONNECT SERVICE TO EXISTING `\ '� z OW INSTALL NEW WATER METER Fil \ZS ( m \ \ +� MAIN VIA SADDLE TAP. 4" r Q\ \\ _ W. Pond Stone St. INVERT=2663.61 - - - - - - - - - - - - - EXISTING STREET LIGHT s FV A ��� _ 70.34 FG- � V° lQVA A w �- - 70.11 EG �\ f/ �_� �69 68 AF O EP EEP EEC EEP\ tom" cP EEP- EEP- EEP EEP�..t E _�€2 EEP LOT NUMBER w=W- w - w=w=-w -w wJ=�W-€vr �1 W W�w-/ C c EXISTING 8" PVC SANITARY SEWER MAIN -W=W-W><-W- W-qJ'�W-W-W W W W-W W-W� W , w� J J EX-SS-EX-SS-EX-SS-EX-SS-EX-SS-EX-SS EX--S EX-SS EX-SS EX-SS EX-SS EX-SS EX-SS EX-SS EX-SS-IX-SS EX-SS EX-SS--EX-S-www -w-w -w-w ww-www-y-w-_ ww Ws -ssex-ss -ss -ssEx-ssEx- Ex-ss CO-50 INSTALL SANITARY SEWER CLEAN OUT 9.65 - -- - -- s -- -- -- ----------` -- �- ---- -- \\ \\ +5 NM 256563770� `� Qyy/'G.� _ _ _ _ T O \\ ( 2 EXISTING SANITARY SEWER MANHOLE -�' A VA A 5� OUT (N)=2563.67 p� Q RETAIN AND \ + 5 _- PROTECT El OINSTALL SANITARY SEWER MANHOLE 2570, ,\l \ + \\ \ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - li INSTALL LARKEN PRECAST/CXT INC. 350 GALLON 4 CATCHBASIN OR EQUAL, SEE DETAIL 5, SHEET 4 / 55 - i _ OINSTALL GROUND WATER OBSERVATION WELL (MONITORING WELL) W U- PER DETAIL 5, SHEET 4 / --__ \ - _ _ - - _ _ _ ¢ o W 0 �- INSTALL "NO PARKING, FIRE LANE" SIGN IN ACCORDANCE WITH // -- \ o o E3 APPENDIX D OF THE 2018 IDAHO FIRE CODE AND ACHD STANDARI / z o z if CD C) CS3 m �_ w CD 70.53 EG I 70.52 EG C) 70.15 EG `\ o ,-- m a 0,40 FG 0.40 FG o v� o Q r \ CD UJ M v 1 N w Z 0 �0 2.5% EXISTING HOME, TO REMAIN a - - - - _ - 70.56 EG 70.18 FG' i C EA ', �1 '/ O � wsQ 8,500� SF f a mN oZ aA fm rl \ F- 10 0 10 \\ �- co O m z O HORIZONTAL SCALE: 1"=10' o / I - - m - N I \ 70.65E i o _y N Z o c~.) FPP-- 69 FG�I I�, /A w - A i��t Irn a A z �' Li 70.48Ei � aNQO �� 10NOO ONOD ONO \ \ N O - EXISTING CONCRETE TO oeoo/ xOp\�ti + 4 �wY \ LJ m BE REMOVED \� �No w :I o N x dy of ,L, a¢�i, L� S O 1W \ L- - - - -_-- -- A i A 69.9D 'IV 2570--- - -_- - 10 LANDSCAPED ISLAND TO �yO�.- I n• a .+ss x ;�i-'+. v`�i v�i / A BE REMOVED 7A.2& FG --- - I _ __ � C \ o=o� 70.13 F F. \ 6 FG. ss a 3- 3 a� - .87 EG .OS EG FG \ 69.61 F _ / \ _ _ 70. 3Y FG = 33 a3 a33 - 69.98 F& - -2570- - -- - - - _ ? _ - o - - -- - - - FFP- P - CO-10 STALL CO 78 LF 4 PVC ® _ - ti x CO-6 �]VER7=2665jco caNc coN m 69.70 FG 69.60 a P PINVERT=2664.58 P \P ST14LL-88 i CO-5 69.64 69J0 FG a INSTALL 99 LF 4 PVC ® 1% _ i oLF " INVERT=2666.35 \ ?' NSTALL 33 LF/4 PVj® 1% QO-2 s N o INSTALL 99 LF 4 PVC ® 1% CO-1 INVERT=2664.59 INSTALL 9INSTA9 L9 4" PVC �1% 1% Y 70.21 FG INVE T=2665.23 , _ t _ I '"IVERT=2665.91 � � INVERT=2665.58 0 +� INSTALL 63=LF 4" PVC ® 1% I m I I 1.0% INVERT=2664.60 .. . I \. I T. VINSTALL 30 LF 4" Nib 69.46 FG F+ssc^ „ zPVC 1% 4"� 5.07" �9.54. FG . 70.10 FG \ o SS INV=65.25/TOP=65.58 m`� r-- L I F_12" pV 4 / -1 ' sue 0 SD-SD SDSD-50-SD SD- 2.7% � �r f� 1.0% 81SD INV=63.64 TOP 64.31 �-{ 70.05 FG -� V` _ Il' _ �- so 88 sV$" si C SD s� 0.4%so So so So SD-so so s so so ` . V-so so so -s �_._s�-._ ._. ._.-._. ._. .-. l - - j d rx - 2.1� �� 1 4 G 69.97 FG' m J �` -i' 0 4" SS INV=66.00/TOP=66.33 � � 7 \ T' N m � 9.44 FG CB-2 �� �, b.�� �`� S L / ? C�-1 x ��� x' 8" SD INV=63.91/TOP=64.58 RIM/FG=6 38 s N ' w z \ J 70.34 FG \ J ��� \� max, -_< � a o Fa. o \ 69 p ECG \ / 70.11 EG Z EEP - EEP �Y EEP-EEP-EEP EEO / EEP EEP- E£PE "-� / wow v-wr�w` C4 -w w w w w-w-w-w-w-w-w w w w w-�w-w-w w w tP w w ��w`-w w �`--_ trWw t�a ryNI. z rL'p�' \ _��`'O \� I _i W-w w W �W W-W-W--lw w t_ +Wi-W W �W��W W-W W WSW W W W-W W W W w NIt W-YA-W- h`1 o } ' W-WW W-W-W-WVVI WW WW+n-W -WL-W W-W W W WSW-W-W=W W,-W- -W -1 WW-W-W-i-W-W 70A FG - - - - _ "-w-w W- o i Ex-w i 70.08 FG co Y i w Noo 70.21 FI oy 69.67 _ _ _ _ ---- ----- -- - 0 9.62 FG - 69.75 EG % \\\ T Noo/ 69J0 FG � \ �� \ I _ =[ � r oNcy\ �° 70.40 EG w I � c-��w'`"'�c - �257 oNoo / �_�' `�A a V. .�V' p' -_ � o o _ _ CO-7 ,� \VA CO-3 Fca w N z z INVERT=2666.22 /'a Y \� I I a o = ma m t5 tia If \ INVERT=2665.24 w n oW" �� z LJ" Q Z J Y W O SHEET NO: 3