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CC - Civil Construction Documents from Pine Development Partners Phase 1 - BASIS OF COORDINATES AND ELEVATIONS: E = (rJ-U-B 11 �•, , Ada County GIs coordinate system, Modified ID West °"""'" " '"=_°""" Transverse Mercator Projection ■�1j�,�F' •�■ Origin Latitude N41'40' F{ •}'•L J-U-B ENGINEERS, INC. Origin Longitude W115*45' False Northing: 0 ft 1 •];`�' False Easting: 2625138.999 ft :�� U Scale Factor (Trimble) 1.0001132803 ■❑� Units: US Survey Feet PINE DEVELOPMENT MULTI FAMILY z > Horizontal Datum: NAD83(CORS) Q O cO Vertical Datum: NAVD88/Geoid09 , co Horizontal & Vertical coordinates are based on IDTD CORS epoch 2002 (PID:AJ3346) cl� O O') r. E N 43'39 10.57391" W O � O cop W 1 16'17 00.21354" w N C,r� Cl? I� 0 � Ht:2589.227' N:724441.996 E:2483948.698 ( � OD NO EI:2644.859MERIDIAN IDAHO Qj � E �: LI m � Qi 0 W �_ a 1? O .O LEGEND LO co EXISTING PROPOSED BOUNDARY LINE ��SS%04AL �Nc/ --- SECTION LINE GIS,rFo yF - s - - - - - SANITARY SEWER LINE S 124497 - - - - - w - WATER LINE W Gi GRAVITY IRRIGATION PIPE IRRG ✓16/1 OF PRESSURE IRRIGATION LINE IRR- SHE. BOl STORM DRAIN LINE SD- CENTERLINE - PUBLIC RIGHT OF WAY LINE - - o F w LOT LINE a z W m o J = W W COO . 6" VERTICAL CURB AND GUTTER E FAIRVIEW AVENUE a � � v) oQo a= 6" VERTICAL CURB (NO GUTTER) 0 = Zmw a SHEET INDEX O0w- D ROLLED CURB & GUTTER �o ~ � � >_ ROLLED ~ J Sheet Number Sheet Title o <O m IXI- SEWER LINE CLEANOUT Cn o w C-001 COVER SHEET z o } J SEWER MANHOLE 0 o Z Q � ita m a � (D � � � 0 z O o C-002 NOTE SHEET Q ~ w STORM DRAIN MANHOLE OD LL m Z o GRAVITY IRRIGATION MANHOLE C-101 PRESSURE IRRIGATION PLAN o Z = w o DITCH FLOW LINE m C-200 OVERAL GRADING AND DRAINAGE LAYOUT Cn 2 W m °C :) 2 0 x Q Lu\ - C-201 GRADING AND DRAINAGE PLAN cn PRESSURE IRRIGATION SERVICE N PROJECT - o � ° o w STREET LIGHT v Z C-202 GRADING AND DRAINAGE PLAN Z D o - FIRE HYDRANT Y o SITE - W 0 C-203 GRADING AND DRAINAGE PLAN 01 W w � Q EP EDGE OF PAVEMENT z JU W C-204 GRADING AND DRAINAGE PLAN Q � o D oHP OVERHEAD POWER m CO � � W TIT -- FENCE LINE o C-205 GRADING AND DRAINAGE PLAN = Y = z o C-300 OVERALL UTILITY PLAN � o � Q � STREET SIGN o T -r SINGLE WATER SERVICE 0 500 1 ,000 ,.. °.��';' C-301 SEWER AND WATER PLAN FIRE SERVICE Fs .• C-302 SEWER AND WATER PLAN WATER VALVE H SCALE IN FEET �� 3�'='' ��t� E STATE AVENUE C-303 SEWER AND WATER PLAN CONCRETE SIDEWALK C-304 SEWER AND WATER PLAN ASPHALT ROADWAY C-305 SEWER AND WATER PLAN C-501 DETAILS J E PINE AVENU Bo ABBREVIATIONS Q �fEP,IDIAN, APPROVED FOR CB CATCH BASIN �❑a�v CONSTRUCTION J O CL CENTER LINE These plans and/or specifications have been reviewed for Q o compliance with Meridian City Standards and Specifications. C Q w EG EXISTING GROUND This review does not relieve the owner, engineer, of contractor C LLI 61 of the responsibility to design and/or construct those facilities in DEVELOPER: POWER: ROADWAYS _ o FG FINISH GRADE compliance with all current applicable federal, state and local THE BURRELL GROUP IDAHO POWER ADA COUNTY HIGHWAY DISTRICT z W FL FLOWLINE laws, rules, regulations, ordinances, development agreements, PROJECT N O. 1 - 17- 166 231 WASHINGTON AVE., STE. C VIC STEELMAN 3775 ADAMS STREET w Q GE o specifications, orders of approvals, all of which the City retains SANTA FE, NEW MEXICO 87501 1221 W. IDAHO STREET GARDEN CITY, ID. 83714 C _ w w GB GRADE BREAK the right to enforce. Inconsistencies not noted by City staff shall PHONE: 505-219-2812 BOISE, ID. 83702 PHONE (208) 387-6100 C > = not be construed as approved unless specifically addressed in PHONE: (208) 388-2323 0- O o GWE GROUND WATER ELEVATION writing by the City. Any proposed revision to these plans must be Q submitted for review and compliance with the Meridian City J w V IRR IRRIGATION UJ Standards and Specifications before said revision is constructed. SEWER & WATER: PRESSURE IRRIGATION: IRRIGATION DISTRICT: LLJ Q IDAHO STANDARDS FOR PUBLIC WORKS x ISPWC CITY OF MERIDIAN PINE 43 WATER ASSOCIATION SETTLERS IRRIGATION a CONSTRUCTION 33 E. BROADWAY AVENUE 250 S. BEECHWOOD AVE., 1910 N. GARDEN ST. w m Name Date MERIDIAN, ID. 83642 STE. 120 BOSIE, ID 83706 0 LU PC POINT OF CURVE PHONE : (208) 887-2211 BOISE, ID. 83709 PHONE: 208-375-6666 w a PCC POINT OF COMPOUND CURVE z "' CJ Um�B�III REUSE OF DOCUMENTS z PRC POINT OF REVERSE CURVE a- PIRR PRESSURIZED IRRIGATION J-U-B grants to CLIENT a nonexclusive, non-transferable license to use the Drawings, Specifications and/or Contract PT POINT OF TANGENCY Documents (Documents) as follows: J-U-6 ENGINEERS, INC. SD STORM DRAIN CLIENT may make and retain copies of the Documents for reference, but J-U-B shall retain all common law, statutory and co other reserved rights, including the copyright thereto, and the same shall not be reused on this Project or any other Project SS SANITARY SEWER > without J-U-B's prior written consent. Distribution of Documents to meet regulatory or permitting requirements, or for similar SDMH STORM DRAIN MANHOLE 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 purposes, in connection with the Project, including but not limited to distribution to contractors or subcontractors for the 6 erformance of their work, is not to be construed as publication adverse) affecting the reserved rights of J-U-B. The FILE : 10-17-166_C-001 In _JSSMH SANITARY SEWER MANHOLE p 208 376 7330 f 208 323 9336 w www.jub.com p p y g g JUB PROJ.#:10-17-166 Documents are not intended for use in creating dtm for grading or earthwork, survey staking layout (unless specifically DRAWN BY: EE co w STA STATION identified as such in the documents), or property boundary layouts. p p y y y DESIGN BY: JEB o w TRC TOP ROLL CURB THE GATEWAY CHECKED BY: JEB Q m NC TOP VERTICAL CURB OTHER J - U - B COMPANIES 01 LANGDON .�� MAPPING Any reuse without written consent by J-U-B, or without verification or adoption by J-U-B for the specific purpose intended by ONE INCH GROUP '�'� INC. the reuse, will be at CLIENT's sole risk and without liability or legal exposure to J-U-B. The CLIENT shall release, defend, AT FULL SIZE, IF NOT ONE M VOL VOLUME indemnify, and hold J-U-B harmless from an claims, damages, actions or causes of action, losses, and expenses, including INCH SCALE ACCORDINGLY r o Y Y 9 p 9 LAST UPDATED:6/29/2018 co N N W WATER reasonable attorneys' and expert fees, arising out of or resulting from such reuse. SHEET NUMBER: N � WSE WATER SURFACE ELEVATION If the Documents are provided in electronic format, the electronic documents are subject to the provisions of C-001 0 J-U-B's "electronic document/data limited license" found at edocs.jub.com. o � ao GENERAL ROADWAY. CITY OF MERIDIAN PAVEMENT REPAIR FROM UTILITY WORK, ACHD , 1 . ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS 1 . ACONTRACTORSW RKIN WITHIN THE PUBLIC ROAD RIGHT-OF-WAY AR R IR T R A RIGHT-OF-WAY 1 . ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE (FJ-U-B ALL WORKING E UBLC O DE REQUIRED 0 SECURE FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT MANUAL. J-U-B ENGINEERS, INC. (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. PIPE ZONE. 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. U 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON z SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR - Q CD ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK SHALL REPLACE THE ENTIRE ROADWAY SURFACE. U) -0O co ORDER UNTIL THE SITUATION IS RESOLVED. O dj co r. E 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ROADWAY, ACHD 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN W O O 10 (0 0 ALL TIMES. 1 . ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC THE THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL W N Co co -6 ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE LANE. Z U (D CO °O � 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE - = ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. N • N PRIOR TO START OF WORK. 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED CD N =3 Q 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL z m o IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. FACTOR. WCfj N 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE m CD O CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND CONSTRUCTION BEGINS. LO m MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD CONSTRUCTION SERVICES AT 387-6280. N 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET PRESSURE IRRIGATION GENERAL CONSTRUCTION NOTE NO. 1 . GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH 8 rjNAL TRENCHES/ORK SUBJECT FOR PIPE;APPROVAL LACING ANY OF AGGREGATE BASE; (C)AGENCY PLACINGBOF CONCRETE;APPROVED PRIOR TO (A) BACKFILLING LIDS.TE; (D) PLACING OF ASPHALT PAVING. PPE SLEEVE WITH IRRIGATION LO LOCATOR WIRE. THE MAXIMUM HE PUBLIC WORKS TWO-AND DEEPARTM DEPARTMENTONE-HALF ACHD SHALL FEET AND INSPECT ALL WA CROSSINGS 0CROSS NG0S o��,s�G°S TED�N��y� 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET PRIOR TO BACKFILLING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR - 12449 FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY ,n� ;,.q ,f;�o DEQ/QLPE APPROVED CONSTRUCTION PLANS. OWNER. SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) GSp�HE BO WRITING PRIOR TO CONSTRUCTION. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 11 . PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL OF THE WASTEWATER RULES (IDAPA 58.01 .16). PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACES SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN W 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT Q W Q SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE/SHE AGREES TO AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, z J m o LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR = 2 n c . BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY " Q Z ~ / OF ANY FIRE HYDRANT. PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA it Uj o W ° d LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 0 W " W 58.01 .16). o wm � 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO c o BE DETERMINED BY THE FIELD INSPECTOR. 4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, METALLIC RED Q m ° m OvS3 � x SEWER1 1. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS N = Z o THE CURRENT EDITION OF ISPWC. LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE z a m THE TOP OF THE PIPE. 3: 0 _ , Z _W, z 1 . CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 4 i o m W " o 58.01 .16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1 . 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR o Q W `� o PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) 5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING o Z = o w z0 DANGER-UNSAFE WATER OR NON-POTABLE WATER. W o z J 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM � 2 o ° � Q A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801 , AND SECTIONS AS SHOWN ON ROADWAY W O � J DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE W c it �- DETAIL SHEET. MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, WATER OR NON-POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET Q � o w THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC B. STANDARD 6 VERTICAL CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-701 . Z �, Is Y o OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. � C. 4.0 CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. Q W DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). w > D. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. W 7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER � W m o E. PEDESTRIAN RAMPS ACHD SUPPLEMENT TO ISPWC SD-712C. W 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT J W Y F. STANDARD TYPE I CATCH BASIN, ACHD SUPPLEMENT TO ISPWC SD-601 . = � z � CO SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. CO Uj Er WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE m = Q } 13. ABANDONED BUILDINGS TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE = z O o CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 8. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY 4 O co Q � RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO z (IDAPA 58.01 .08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE 9. PRESSURE IRRIGATION MAIN LINE PIPING SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE (PVC), DR21 CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY 200 PSI), CONFORMING TO ASTM D2241 FOR PIPES 3 INCH AND LARGER, AND SCHEDULE 40 CONFORMING THEIR RESPECTIVE CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR TO ASTM D2466 FOR PIPES 2.5 INCH AND SMALLER. TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241 , SDR 21 , INCLUDING SERVICE LINES PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE AND FITTINGS. MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR 10. MINIMUM PIPE BURIAL DEPTH FOR ALL IRRIGATION MAINS SHALL BE 3 FEET FROM FINISH GRADE. CONCRETE COLLARS AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND PRESSURIZED IRRIGATION, CITY OF MERIDIAN 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT J UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL SPECIFICATIONS. CONTRACTOR SHALL CONTACT EAGLE SEWER DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO POURING 1 . THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH ACCEPTANCE OF THE SEWER. CONCRETE COLLARS. IT IS BEING CONSTRUCTED. 7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM < 16. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF , STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%: THERE ARE NO "TOLERANCES" ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. O ALLOWED. J = STORM DRAIN, ACHD * Q C�,((E IDIAN 0 LU 1 . THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, - WATER SEWER OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE z Z U) r 1 . CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC TIME THE PAVEMENT AND CONCRETE IS REMOVED. These plans and/or specifications have been reviewed for CW Q W DRINKING WATER SYSTEMS (IDAPA 58.01 .08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO INIL compliance with Meridian City Standards and Specifications. G - LU w GENERAL CONSTRUCTION NOTE NO. 1 . 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601 , PART 2, SECTION 2.2, UNLESS This review does not relieve the owner, engineer, of contractor OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. of the responsibility to design and/or construct those facilities in O z 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM compliance with all current applicable federal, state and local J DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART laws, rules, regulations, ordinances, development agreements, W W Uj W MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 3, SECTION 3.4. specifications, orders of approvals, all of which the City retains THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC the right to enforce. Inconsistencies not noted by City staff shall W DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). 4. ALL CATCH BASINS SHALL HAVE AONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. not be construed as approved unless specifically addressed in Q m writing by the City. Any proposed revision to these plans must be 0 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD submitted for review and compliance with the Meridian City W SUPPLEMENT TO ISPWC STANDARD DRAWING NO. SD-601 TYPE 1 , SD-609 TYPE 1 OR STANDARD DRAWING NO. Standards and Specifications before said revision is constructed. SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE P z "' WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE SD-604A TYPE IV, SD-609 TYPE I. _ W CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS m (IDAPA 58.01 .08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER Name Date LINES, AND BETWEEN STORM DRAINS AND WATER LINES. SEE WATER NOTE NO. 2. 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG N0. SD-611 . m STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). D 66 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER 8• STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH w USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, DRAWING N0. SD-301 . m COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE • FILE : 10-17-166 C-001 m 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD QINSTALLED WATER TIGHT. JUB PROJ.#:10 17 166 m 0- REQUIREMENTS OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08). � DRAWN BY: EE co J Krwwwhalrs below. _. DESIGN BY: JEB 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. Call before you di _o Y g• CHECKED BY: JEB a U I ONE INCH 2 O Q m AT FULL SIZE, IF NOT ONE (`N') CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY N ADVANCE BEFORE YOU DIG, LAST UPDATED:6/29/2018 N GRADE, OR EXCAVATE FOR THE SHEET NUMBER: MARKING OF UNDERGROUND o MEMBER UTILITIES C-002 Y � o � ao 7 / EP — 1 EP EP EP 9 EU-B P7 1 P3 J-U-13 ENGINEERS, INC. P1 Y 10 0 3: 282.4 LF 4" PIRR U —— — PIR pm PINK z ; Nt II Q o a 13 I 00Tm � E W N co � -6 Z V (D 00 co .=3 CD 118.2 LF 4 PIRR ( � 0 CV r` 1 zmCn - I { I W qV� SD o M (n a 2�• w 0 50 100 N m P4 x _— IFS s 40.4 LFs4" PIRR-1ss 49.7 LF 4" PIRR x x = — SCALE IN FEET SS�pNAI FN I Ix EXIST 6" PIRR_ ' P13 x I P4 12449 x p F �N E. BO1 I ' � r PRESSURE IRRIGATION NOTES w P1 CONNECT TO EXISTING 6 PRESSURE Ell IRRIGATION. z z J - CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION Q z w m o H w w J _ f� V P2 c� z � 8 C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER W (D O Q O PP I } w0w � � 13 �, PRESSURE IRRIGATION NOTE 1 ON SHEET C002 a = z m w Q 0 o OHW JQ' 90° ELBOW WITH THRUST BLOCKING 00 J m / it¢ � m ° ss P4 22.50° ELBOW WITH THRUST BLOCKING °° i w / y � zO � J / w w w w P5 1 1 .25° ELBOW WITH THRUST BLOCKING Z a co 5 ss ss ss ss ga � omw � O -7 � 7T � F7 5 U----- P6 6"X6" TEE WITH THRUST BLOCKING o a w :? z 0 > z P7 6"X6"X4" TEE WITH THRUST BLOCKING ? _ __ _ _ / SD W Ir OLF— � J D S _ SD — = — —_ /4 oo �� P8 4"X4" TEE WITH THRUST BLOCKING � J = o Q � w ~ O2 0 6" GATE VALVE Q o W o ~ H _ w > i P 10 4" GATE VALVE w CoQ Jw0U) `1 o �P ��/ ps P11 P11 6" END CAP WITH THRUST BLOCKING w ? 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IRRIGABLE AREA: 4.13 AC. W - - DO DO _ _ SD SD = = SD 13 — �_ W a P13 b b 66 � 9 . O '^ W W W W W W W VJ a — — — — — — — — — — — — — — — — — — — — — — — — — — 13 j W 5 ss ss ss ss ss = aW m 13 13 M CL w 1 P5 P 12 7 s � Ir P4 j W s M IRR z 37.8 LF 4" P a I P1 P10 \ 1 'CID LF 4" PIRR w w w w w w P7 m 59.2 LF 4" PIRR o ss ss ss ~SEXIST 6" PIRR � � 7� � Y in P 13 t U o o W - - - - > � SD D SD + - O i FILE: 10-17-166 C-101 ❑ c U a DRAWN BY: EE J I /� C JUB PROJ.#:10-17-166 co 5 {-1 m a_ 'a wI DESIGN BY: JEB a) J 6 w 6: D CHECKED BY: JEB a ONE INCH Q m J AT FULL SIZE, IF NOT ONE r � P13 INCH. ALE ACCORDINGLY r o r- LAST UPDATED:6/29/2018 N N EXIST 6" PIRR P10 P6 P9 SHEET NUMBER: a, r? EXIST 6" PIRR 13 13 P7 EXIST 6" PIRR c� --_ ---- PIRR----- PIR ----- PIRR----- PIRR EXIST 6" PIRR P13 P1 �p 0 —PIRR — — — — — — — — — — — — — — — — — 1 C- 1--- P R PIRR----- PI R — — PIR — PIRR --- PIRR — — PIR D 01 N O (C d \2s � �� I �� \) / J-U-B ENGINEERS, INC. Z � r �\I\\✓�/ / \� '�\ \I\ �/ //o\ \—\mac -\ %II I I Il _ \ / \� _ _ _ - �^ \ - - ---� IIII I"\l _ > � 612 - - - - - - - - I X / I I I//��I co // , / / / / / ' / ` /�� / i/\2°1� / � — _ _ / / � / �� I I ✓�\� I LLB Z N 0 p T O EP O / , 00 // _ - III �jollll U 0 � =3 PIR z m � i _ _ O - iLF0 60 120 W cfj I I a J I / � PAD:617.0f _ - - i I � 2s � I I II m � -p N m SCALE IN FEET 3D I I I ��SS�ONAL FN�i 2616 124497 — // PAD:616.3t - - - - - - I \ —26 h �s� / —261 6— I _ \ - - _ _ Z Z / // // // / ✓ / / I A 1 I � ww � m o 6 A � � o l a0 d �T7 TM FtT N 5� U �1 \ I Z O } J aOpU i (nZJ Z � 0, COwwLL O 26 0Z = HOU W p 261g \ \ _ Z � cwns0 0 \ so 400 / \ — 26Q �ww � � r=L —_ �_ fn — J -1 F°° wQ PAD:615.2t _ — ' � PAD:615.2f L I I Q w o (�5 � e Of D —2613— W w H Q 1 D 2 Z 0 — m J) OcnQco O Ell— \ I _ —261 --- i 13 I \ _ 2613 — X — — IRR --__— ==—= ____ — = = - _= _\ /I�\ICI -\ III J O 2s�1 - -- - -12� __ - - — o� 2612 �_ Illllljlll 1 I — , \�6 2 IIIIVIIIII I II Q J PAD:612.6f PAD:613.8t I IJI W rbo/ I I �� z/ � - II ,I � � I PAD:812.5t / I Q / a d j Q III _ I •; - v z z o 11 f 6M 6 m 6, ft \ H6,H6j El z s>> / 26 I II I II� \ — Q / (D b / 6/ z 9 '4 26 O cr / IIIIIII J 0 w �' I I I I w w < // I III 1 IIIII W Q li \ I / III —�- // W oc 0- I I I / RT-�-qm- PAD:615.8f W Z I � \ I - - - � � i (�IIII \\ \ I �IIIIIIII \ PAD:613.0± — — _ B PAD: /to C PAD:616.6f _ I � �IIIII�I \ L U 1 / \ // 2616 — - -- -- - - � II IIIII \\ o o pIp — A �6'� m U —a— I S — \ / I I I II I FILE: 10-17-166 C-200 !A J F ___ -- PIRR----- PIRR----- PIRR - - - - - - - — � R - - - - - / / � — \ DRAWN BY: EE17166 \ / DESIGN BY: J - -- I --- - P - �PIRR-- �PIRR EB / D E , o CHECKED BY: JEB ESTATE AVENUE ONE INCH m AT FULL SIZE, IF NOT ONE U 0 M / _ � � �� SS - - - - - SS — — — — — SS — SS SS SS — — — — SS�� - - SS - - - - - SS - - �SS — ASS - - SS 7- S - - yam — SS — — — — — SS INCH.SCALE ACCORDINGLY LAST UPDATED:6/29/2018 N , / / / \— \ - - - - - - - - - - - - - - - _ \ \ \\ _ - - - - - - SHEET NUMBER: N a \ / I / / / ASS — n _ — , - - \cu C-200 E-L o _ - k - - - - _ - - - - - - / 2611 --- - - / / I / // / x x x x SH C- 3 -- 2612 �� , / --- _ \ (rJ-U-B SHEET C-2 1 } - � / / 12.15FG u u 12.15FG / 3 C-205 J-U-B ENGINEERS, INC. � � m I m J L � /� I //� FF: 2612.65 //' I z INDEX MAP z HAM I � o cCLUBHOUSE 203 c-204 �LJ � ° LJ � N FF: 2 0 z N 00� N: 710478.98 E: 24D6174 =:;F Q0 O3.25 CO D9 / D9 N I N ) I / � RIM: 2611.16 CO A3 / CO A4 � I I �® Z m � - N: 710492.98 E: 2461743.29 INV IN: 2606.1 1 6"(N) RIM: 2611.98 / N: 710492.98 E: 2461846.15 I CC 26) C-2�2 LJ,J O 0 CO Al RIM: 2612.53 I (/) INV OUT: 2607.11 6" W INV IN: 2606.24 6 E III 12.50FF N: 710478.98 E: 2461684.62 F INV OUT: 2607.26 6"(W) III RIM: 2610.35 1 1 1 11 'INV OUT: 2606.24 6"(S) 0- -6gF I \ ' LO 0 I I INV IN: 2606.54 6"(E) V v I 12.15 FG 12.65FF 12.15FG (V m I A I xINV OUT: 2605.54 6"(S)x 57.3 LF 6" PVC ® 1.00% » F E. STATE AVENUE N 12.6 LF 6 PVC ® 1.00% ° D8 / I III �yOFG ❑❑ ❑❑ N D10 D8 LO N D8 _- D8 0 1 / I I 12 o, 1 0 8❑ �j _ ❑❑ VT I j I 26 T - / I G SD ❑❑ 101.4 LF 6" PVC ® 1.00% 961G 12.76 Cr12 D 1011• TC 1.00% 10 1.50% L� �2 0.50% ^�'� 1.00% oo m I I ° o0 T/ o „ N o RTc � 10 "�co 0 0 0 5.3 LF 6PVC ® 1.01%I 11 2 coJ L'-� 2 % 12.45TC 12.99TC I 00 9 �I 4 0 CB Al D1 "(\ \\ G, i ' I I 0 12.04T 11.17TC 11.11 TC N: 710451.97 E: 2461684.61 1 1.61 TC �G 7.8�� G 12.87TC 6 GS�� I C RIM: 2610.08 �1J 11 , N E. BOl z I I �� o �S�G >>,, W INV IN: 2605.28 6"(N) \� `G �'2ST0, w w w-r,.��.y�� w w ?� w \� \ `V .�'�' 2 1C' INV OUT: 2604.04 12"(S) Nam' �\ i '� �C' 5 11.67TC SDMH Al D3 2617 1.00% i 1.00%'- - 19.8 LF 12" PVC ® 0.58% 1.00% 1.00% ° -- - - - - - - -- - -- __ \° f� -N: 710429.15 E: 2461684.61- - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - / I'0,�� 11 00 �� 1�/ 7.5 LF 12" PVC ® 0.00% RIM: 2610.54 2 I o F W 90 6' G G ° INV IN: 2603.93 12 N D5 G D1 0 20 40 z z S - ��_ p� D4 - s O - ss _S D� �Gss ss CB C1 0 s G �G ss z � m o / \ cs` N / C' �,�`L - �.��`- - - oo E. 2461806.5 INV OUT 2603 93 12"(E) ETC ci INV OUT: 2603.93 12"(W) ��6 �'` G 2 N• 710410 98 0 9��g"5 = � � � � \ �� 11.20TC - - - - - � - 11.60TC _RIM: 2612.39 ��, � W 0 < 0 / I G y 00% \ ,�� ° INV IN: 2608.66 6"(S)/ >- w 0 w � c� DG I o n / 5� 24.2 LF 12' PVC ® 0.00% 8.0 LF 12" PVC ® 0 „O 00 m 1 ° o i INV OUT: 2608.16 12 E �G o w J N - -, LF 12 PVC ® 0.00% o \ \\ 0 0 / 13.46TC a C oo �> �� of oo N i i� 2 0 1 / SCALE IN FEET �o � � � m / I V I �`t' 2 D1 CB B1 Ni �<<+ , - 2 �� N �i G G LF 12 PVC ® 0.00% o 10 ? a- J-10.1 N � -I N N. 710410.95 E. 2461648.56 I �;� - � S � G � i �,.+ 3 / � x N RIM: 2611.30 '7.0 LF 12" PVC ® 0.00% - - ��. �� ,�0i �`i'�� w 34T z z o m \ 1.00% 1.007, c / cn 5 cn Z Z SS 13.00TC �� INV IN: 2607.03 6"(W) " - - - - - - - - - - - - - �� - � Qa } _ I _ _ ss I � G ° INV OUT: 2606.53 12"(E) �� -{- � � „ � a �' Z 12.1 79.0 LF 12 PVC ® 0.00% _ 64.0 LF 12 PVC ® 0.00% �� \ �G o m � O 2.11TC - � --�D 9p 8D , G �G �� o � uj Cn ��r - _� 1 ° zw � o > zo I 1.509; ` s 2 o D2 - - - --- '0 �ti ti� C' ° ,� KEYED NOTES uWi � Lo � m w / / \ 1Tc °CIA 179rc 1.25% 13' rc CONCRETE THICKENED EDGE SIDEWALK PER 5 _ u 12'43TC 10.0 LF 6 PVC ® 1.02% '�� o �2 0 I ° 00 " D6 0 , 61,, G o D7 0 1 ARCHITECTURAL SITE PLAN G501 z ? o 0 N 3 Ni C 0� o D2 3 �i » - ono ~ 1 i Qw I I / � ��G , '` '•A � ti6 N ! I �2 6 CONCRETE HEADER CURB PER � w � � = � / 4 ��,\5 / �� 3y 11.45TC /12.52TC N ARCHITECTURAL SITE PLAN G501 w m '� z / pg co 81 , o `��c �G '' �G '� -� 13a41G '� 2 I �3 6" CONCRETE VERTICAL CURB AND GUTTER 6 Q uJ o 0 / I N: 710410.95 E: 2461636.78 ?� \ o s� h s� ® / 0j Er PER ARCHITECTURAL SITE PLAN G501 CO c III RIM: 2611.51 - GG - -\- - ss / m / INV IN: 2607.13 6"(S) �29� - - - - 1�80.5 LF 6" PVC ® 1.00% W ,2 W 2 " / ® CONCRETE SIDEWALK PER PER 0 = Z o 0 �` 26 acn I ARCHITECTURAL SITE PLAN `� Q `� z I / INV OUT: 2607.13 6"(E) 8TC i cL - 0 '�� \ _ I ��^ �� G G ��?� ti6 �� G �� 5 3 ROLLED CURB AND GUTTER PER c$o1 II ss oo� ti� ss ss �6T G1 -G� � �LL. ss ss s �A �� ARCHITECTURAL SITE PLAN 11; l 12.04TC 12.06T 2 1~c t \ti��G // 14.35TC 14.39TC © 5' TRANSITION ROLLED TO VERTICAL CURB � I I 2 0 0 � / � 2 0 \ �2 �� f G / G Ni DRAINAGE NOTES (PRIVATE) I 7 G 4 �G i� I �i i / \ Ap, C � �� 4S6T1ti 1.90% 1� 0.so% Nb 2.00% ,� 0.50% c 1.00% D1 INLET CATCH BASIN TYPE III PER ISPWC, 0.40% / \ 13.7 LF 6" PVC ® 1.00% O G501 SD-603 WITH TEE INSERT J \ G 79.9 LF 6" PVC CAD 1.00% 53.0 LF 6" PVC ® 1.00% 62.0 LF 6" PVC ® 1.00% ;5'►F sc so D2 CURB DRAIN PER ISPWC SD-715 1 CO B2 D8 D8 1 D8 D8 4 D10 D8 Ds pg D8 1 D3 STANDARD CONCRETE CATCH MANHOLE PER Q / I 71 N: 710328.98 E:RIM 2461621.55 2612.63 tk`�FG 4 g�F� gSFF �SFG OGEE OGEE ISPWC SD-61 1 I J / \ INV OUT: 2608.07 6"(E) '��' '`�' �`� ��' �4'SOFG '�� ' D4 SEEPAGE BED Al , 31 'x16.5'x8' DEEP. O D9 VOLUME: 1 ,637 CF WITH 0.40 ROCK VOID J LLI Co B4 \❑ I RATIO. TOP OF BED ELEV. 2608.5 = (D N: 710328.98 E: 2461662.26 / o I _ RIM: 2612.48 CO 65 D9 CO C2 D9 / D5 SEEPAGE BED A2 64'x16.5'x8' DEEP. C Q Q - _ _____ N: 710328.98 E: 2461860.95 G Z N INV IN: 2608.17 6"(E) N: 710328.98 E: 2461743.63 0 _ - - - �' _ _ �� RIM: 2613.02 RIM: 2614.54 / I VOLUME: 3,379 CF WITH 0.40 ROCK VOID - - - - NV OUT: 2608.17 s (W) INV IN: 2610.00 6"(E) / RATIO. TOP OF BED ELEV. 2608.5 12 ~ Q -- I - INV OUT: 2608.97 6"(W) _ _ _ _ I Ds SEEPAGE BED B, 85 x10 x8 DEEP. VOLUME: w z p D9 CO B3 _ -E - - - _ INV OUT: 2610.00 6"(W) C-501 � CO II I N: 710328.98 E: 2461636.78 24.0 LF 6 PVC ® 1.00% � I / �I RIM: 2612.61 D9 Co C3 2,720 CF WITH 0.40 ROCK VOID RATIO. TOP Q 0 w I I INV IN: 2607.93 6"(W) N: 710328.98 E: 2461924.44 OF BED ELEV. 2610.3 � - Z = I I I INV IN: 2607.93 6"(E) RIM: 2614.89 D7 SEEPAGE BED C, 70'x10'x7' DEEP. VOLUME: Q Q I \ I INV OUT: 261o.s2 s"(w) 1 ,960 CF WITH 0.40 ROCK VOID RATIO. TOP 0 0 I INV OUT: 2607.93 6"(N) OF BED ELEV. 2611 .5 w Z U W Q Co C1 D9 N I N Ds 6" ROOF DRAIN CONNECTION TO BUILDING. p _ N: 710328.99 E: 2461806.50 � I FF: 2612.95 RIM: 2613.93 N COORDINATE LOCATION, ELEVATION, AND SIZEELI Q I IIIINV IN: 2609.47 6 (E) / w I w WITH BUILDING PLANS. Q !Y ' FF: 2615.00 ui m \ ' I FG FG INV OUT: 2609.47 6"(N) _ _ (� / �g V) D9 INSTALL 4" CLEANOUT PER ISPWC SD-506A 5 0 I III I �`L. `L. 14.50FG / w L__j LZ= D10 6" WYE CONNECTOR AND 45° BEND z cl) z / ' Dl l 6» 45° BEND IL _ - - O PIRR co --- PIRR PIRR----- PIRR----- PIRR - PIRR- PIRR----- PIRR--- - PIRR----- PIRR----- PIRR- --- PIRR\ _ r I \ PLR -_ - 2614 \ - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ 0 o I PI��I-- _ FILE : 10-17-166_C-201 \ - PIRR L -" - - aald aald --- amd -----card- -amp= aa� -- �I I L JUB PROJ.#:10-17-166 U) U SD SD SD SD SD N m I \ / / SD DRAWN BY: EE O <- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ©- I Know wFtall�sIV. � un DESIGN BY: JEB J o Call before you dig. CHECKED BY: JEB OI \ - - - _ i ONE INCH l m / AT FULL SIZE, IF NOT ONE E. STATE AVENUE , , ' ' CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY N - - - a ADVANCE BEFORE YOU DIG,00 LAST UPDATED:6/29/2018 N SHEET NUMBER: _ - - GRADE OR EXCAVATE FOR THE - W� - - - - W - - - - W - W - - - - 'c\j ' ' ' MARKING OF UNDERGROUND o c / ' ��- WM ' ' - - - - - - MEMBER UTILITIES C-201 ` , - W � I I EX�SSMH , - ' ss ss - - - - - ss - - - - - ss - - ss ss ss ss - - - - �s�y ss - - - - ss ss - o - - - - - - - - - - - - _ D3 SDMH F1 N: 710580.51 E: 2462131.28 40.9U` 2 2613 RIM: 2612.16 p - � - _ SO INV IN: 2605.89 12"(S) ,� - - _ _ _ _ _ oo S- _ _ (rJ-U-B INV OUT: 2605.89 12'(E) 61 - - - - - - - -I- - SHEET 13.35FG 13.35FG C-205 } Elm III �� r + O!� 1 3 3 J-U-B ENGINEERS, INC. 1.00% Q) �� 1.46% �<<' �� _,_ SHEET m O 9 O 6, - C_?02 w atk + ry i I o� 261 - N _ Nt o N � I Z INDEX MAP zFF: 261 N N > r N O Q d7 4 Zt �G 12 48�C 11 12.38TC 3.52TC 13.58TI 12.33TC ooN D2' I i O co co O T I� ,��, SDMH F2 DSO w O Q C0 0 f_l 1 N: 710492.98 E: 2462131.28 i / 612 � f� U w RIM: 2611.52 1.00% / 2 Lu N c c? �/ 0 % INV IN: 2607.36 6I'M - 2 1.00% I z U N co 00 � VFINV IN: 2606.72 12"(E) �8 / 3 D10 / I - N �= N - CO F1 D8 2612 i �G INV IN: 2606.72 12"(S) , I�G TC AV �•� z o ) 0 aj pg N: 710492.98 E: 2462032.71 / 0 Z m �- � S h / .� s I I I I I CO F2 0 I RIM: 2613.32 �� INV OUT: 2606.72 12"(N) 6'RT��.I N ° �, C-202 LJJ o N: 710492.98 E: 2461935.40 - / C' INV IN: 2608.31 6" W - - _ 2 - - '� � I � '�C-201 U7 � � RIM: 2613.38 I - ( ) _ - 13.12TC 13.69TC -13.74TC 12.41TC (n 0- FF INV OUT: 2609.26 6"(E) I INV OUT: 2608.31 6"(E) 2 j m 1 i LO 13.35FG D7 D7 D7 I 13• D7 / 0 2 be, 4q° LL N • • v ri �G �R �r� �G roi 1.1 // E. STATE AVENUE ,o �- .y •22 1 ci I cv / ��5 1.00% 1.50% 4 rio �32 / o I 00 1`L 1.00y n ��C+ 4 r"�� TC 4 --�� 1 12.16 2 su su an m, su su su 6�3 SS�r NA L FN o�� G�srE Foc�ti� �7 o �G I 1.00% 1.00% �1�G � �2T ,BT 1.65% ��G h�G 3�bol fiG 1.00% °�V o O��G 12449 ^�• ��\ I � o I 2 0 - 3 - . a o 3 12.99TC I 01 2 I i 1 N O / -- - N-- 2 N 1 N 12.87TC I 113.01 TC 12 .95TI 12.10TC o 12.29TI 113.92TC 13.98TC 14.06TC �° I T�iy E. B0 F �n - - D1 O A / 12• D1 CB D1I �, / 6� .� .� O>C CB F2 �� 3 Q I / 1.00% / / / D1 / O �� 261k N: 710484.04 10 4 064 E: 2462232.32 2674 SSTC �O�G 9 II N: 710410. 8 E: 2461977.59 CB F3 0 RIM: 2613.99 - / - - - - - - - -� - - - - - - - - -/- - - N: 710451.90 E: 2462131.28 CB F1 D1 1K I `� w INV rN: 2609.51 6"(S)I / - ��/ RIM: 2610.91 N: 710484.04 E: 2462172.32 INV OUT: 2609.16 12"(W) I '` 2 / I 20 40 �G INV OU ': 2609.01 12"(E)I �G �? / .�� INV OUT: 2606.91 12 (N) �S A S a, I W W Z N 1 G RIM: 261 1.50 > > I Q z w m Q s -^� �5 �G ?67 ? '. S INV IN: 2607.50 12 (E) sz >j O I o _ h I' ,�. ? s� �,. S O� I c� Q z �`v 2 / ��`L / 0 N / TC INV OUT: 2607.50 12"(W) SAC �' �' �' I I � w o w o � „ rl = zw Q 12.20TC 12.02TC I� �I 13.32TC 2 9.0 LF 12 PVC ® 0.00% I o w -0-] � 0 10.1 LF 12" PVC o.i o% / o ^� 2 SCALE IN FEET >Q o m co S 1 26 0 2 59.0 LF 12" PVC ® 0.00% 0 �' 2 4 F 1 6 S o W 13.34TC N 1�G // �26 N �.�G N1 N1 7't> 2 N 6 OT 3.00% `3T ouzo w 1.00% / C �'L C' �C l4) 15.35FG z Q W / - - 1355 pTC CO E1 D8 yyFG Qv�i � uwiz - z l3 T / N: 710410.98 E: 2462266.36 15• O C S3 I - T 13.67TC RIM: 2615.14 I I I o J � � zo � ' 13.56TC 13 ° - - - - - - `G G INV IN: 2610.33 6"(S) o z = o _ w 64TC 2614 74.0 LF 12" PVC ® 0.00% ° h fi „ I w o F ? o J z 13.85TC I C - - - - - ° 1 O INV OUT: 2610.33 6 (W) z - w . KEYED NOTES = 6 _ Q D2 1� v 1.74% ,�C, D2 0, �4�n�•13�6TC D9 I z � 0 ��` I D2 ^o� •per 1.00% p�TC J � o � o w 1.56% O Q _ w � G o / ^� �� , Lr- o �o ^ O CONCRETE THICKENED EDGE SIDEWALK PER 5 z E 0, I ^�� 0 3 co 0 3 O 83.9 LF 6" PVC ® 1.00% II ARCHITECTURAL SITE PLAN c-5o1 o W o 1(}33�C Dc� N / Ni �"� Mi �4 ® I » w � W ~ � 1 7 / / I 14.76TC 14.58TC i3a9Tc pgTC c� D7 I� I O ARCHITECTURAL HEADER PLAN PER c-so1 Q w o w Y G G FF = � 0 L1 _ I _ - e 0 6" CONCRETE VERTICAL CURB AND GUTTER 6co uJ Er 2 Q J 1 6' IF M� c6 E1 D1 2 • _ PER ARCHITECTURAL SITE PLAN c-5o1 T = z o W 80.2 LF 6" PVC C� 1.00% W W W W W 2 W-N: 710410.98 E: 2462180.72 O - _ CONCRETE SIDEWALK PER PER O co Q U) zz v0 2615 26,5 ( _RIM: 2613.34 - _ -_ - - - - ® ARCHITECTURAL SITE PLAN INV IN: 2609.49 6'(E) %K�G �s ��G / ,� NV OUT: 2608.99 12"(W) D7 0 3" ROLLED CURB AND GUTTER PER c8o1 ��'� I ��o��• I S�� h �� SST ARCHITECTURAL SITE PLAN 14.39TC 14.80TC 14.91TC 15.65TC C 15.47TC 14.83TC O 6 5' TRANSITION ROLLED TO VERTICAL CURB 2 2 1.94% G I '0 G o /G .. Yi G �s�s o 's Co E2 D8 DRAINAGE NOTES PRIVATE t a o S N i 67.3 LF 6 PVC ® 1.00% rn 6 S (PRIVATE) i / R9 �� SrO �ii >> O`l' '`� S3 g�G lR --I RAT N: 710355.15 E: 2462266.36- �. �1 �i T O SC / C '�� 1.70% �6. 0.48% �' �6. 0.90% �' �5' STC ° RIM: 2615.44 7�10 INV IN: 2610.87 6"(S) p1 INLET CATCH BASIN TYPE III PER ISPWC G INV OUT: 2610.87 6"(N) SD-603 WITH TEE INSERT y 78.9 LF 6" PVC ® 1.00% `�� A!p 0 1 E so so so so �sr �sr a' ~ 10 M 1 9> 6-' °` v D7 D2 CURB DRAIN PER ISPWC SD-715 Q z Ln Ni 26 �C, rc �' > FF: 2615.85 LL Q 1 4 'ni D7 Ki 16 2 � p3 STANDARD CONCRETE CATCH MANHOLE PER , J OFF OFG OFF OFF bFG b� I ISPWC S D-61 1 - t1 1�5 D9 D7 160 D7 166 16� 0oi 1.20% 0.99% J FF O 15FG • • 1 O �g5 II D4 SEEPAGE BED D, 65 x10 x7 WIDE. VOLUME: J = W 16• bol '� I 1,820 CF WITH 0.40 ROCK VOID RATIO. TOP Q Q D7 D7 N 2.43% • D8 co D2 D8 � �G C° OF BED ELEV. 2612.5 0 z N CO C3 D8 CO D1 O N: 710328.98 E: 2462046.43 is �� I I D5 SEEPAGE BED E, 80'x11 'x8' WIDE. VOLUME: - N: 710329.02 E: 2461977.59 / N: 710328.98 E: 2461924.44 / RIM: 2616.35 CO D3 D8 BSFG, I 2,816 CF WITH 0.40 ROCK VOID RATIO. TOP 12 Q RIM: 2615.79 / RIM: 2614.89 / INV IN: 2610.98 6"(E) N: 710328.98 E: 2462126.80 I c-sot � INV IN: 2610.31 6"(E) RIM: 2616.01 I OF BED ELEV. 2612.0 z / INV OUT: 2610.62 6'(W) INV OUT: 2610.98 6'(W)_ 1 I � � � w 0 T INV OUT: 2610.31 s (N) INV OUT: 2611.77 6"(W) o I Ds SEEPAGE BED F, 130 x1 1 x7 WIDE. LU Q w / D7 I I VOLUME: 4,004 CF WITH 0.40 ROCK VOID - z G G s(9 I RATIO. TOP OF BED ELEV. 2611 .0 0- Q I O oC 01 / ------------------ 1.00% rC D7 6" ROOF DRAIN CONNECTION TO BUILDING. o '`�' 1.50% .s8 STC' c� / �5.,35F /i/ �I COORDINATE LOCATION, ELEVATION, AND SIZE W W z TC G I WITH BUILDING PLANS. C T 15 I > 2 0 _ - - - - - - - 3 Q / I N coN � FF: 261 6.65 -�5 s - -- -- -- - -- --- --- - - „ FF: 2615.00 N 15.96Tc 1.21% FG I 0 INSTALL 4 CLEANOUT PER ISPWC SD 506A w < m / NI N / 0 G G i ------ � � � 6�C i I I D9 6" WYE CONNECTOR AND 45° BEND � C'3 ------- ---- CO E3 D8 I I w ,ri I w 1��° �61� /� 16 0 N: 710291.66 E: 2462266.36 j I D10 DRAINAGE POND 10 z .66 v 1615FG I 7 jNIV OUT152611.49 6"(N) G501 I - z rL T I o 2616 0 2616 I D / 2 Lq o � / • L / O U ---- PIRR----- PIRR- --- PIRR / o m U I / \��rd / / �6c co 6`9Tc 1 // FILE : 10-17-166_C-202 JUB PROJ.#:10-17-166 N J / DRAWN BY: EE CO PIRR----- PIRR----- PIRR----- PIRR----- PIRR----- PIRR----- PIRR----- PIRR---- PIRR----- PIRR-- -- PIRR----- ='IIt-- - PIRR - PIRR - PIRR -- --- -- PIRR- PIRR----- PIRR-- --- PIRR----- PIRR�-�-- PIRR----- PRq ��,�,��rZ so so - - - - - - - - - - - - - - - - - - - - - - 1 / /� D KII0WWF1dSfJC.7VW.Lu DESIGN BY: JEB °] 6 - - - - \ - - - - 0 J_ O \ \ a � I _ Call before you dig. O \ CHECKED BY:ONE INCH l I Q CO - - AT FULL SIZE, IF NOT ONE M / / - CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY co N I , , - ' ADVANCE BEFORE YOU DIG, LAST UPDATED:6/29/2018 - - - - - W - - - GRADE, OR EXCAVATE FOR THE SHEET NUMBER: W - - - - - W 9 - - - W - - - - - W - - - - - W - - ->- W - - - - - W - - - W - - - - - W - - W G - - - - W �W-- - W - - - W �- - E -sSUI WM - WM RIM-2616.97 MARKINGEMBER UTILITIES UNDERGROUND C-202 a INV 18 RCP @ ss ss - - ss - - - - - ss ss - - - - ss - - - - ss - - - - ss - - - � - - - - ss - - ss - ss - - - ss - - - - ss - - - s - - - - ss - - -I- ss ss - - - ss - - s ss - - - - - s / / a x - I - D4 ° JUB , 1 �jcq BEET C-203 I 62.2 LF 6" PVC 0 1.00% C-205 A� 3 J-U-B ENGINEERS, INC. CO H2 0 1 � m 2 - - - / _ N: 710947.94 E: 2461841.93 I ti 3 T W RIM: 2615.90 \ \ \ INV IN: 2613.62 6"(N) 1.72% ,.00% ,.00% z INDEX MAP z INV OUT: 2611.87 6"(S) Q SUMP: 2609.87 F- cn Vol 0 co A2�c o I ,�� I o� I C-203 C-204 � 0 E FF: 2616.30 4D4 �5 ®,� ��' W O � 0 � U �= I ; A W Nco c? Z_ U N 00 00 -I _ I 1rO� Sj. L+ - - M - ��fi N � O 2.69X 0� I � Jz r � CC�201 -202 Z m cn - o � D4 2.59% / � 1� o I 1.00% I I LU � / o CCfj m W I , v �� / 2 o C) I A o 2 N m 86.7 LF 6" PVC ® 1.00% Y be N I E. STATE AVENUE o I OR �61 iq D3 $ / s 15.s0F SS�ONAL FN G - �FG 3.O�LF 12' PVC 00.00% \ / \ D2 SDMH H1 0 SDMH H2 D2 O G\STE ti N: 710858.61 E: 2461841.93 � N: 710858.61 E: 2461856.60 I-C 9.1 LF 12" PVC 0 0.00% �`' !�F4 RIM: 2614.75 1 1 RIM: 2614.58 " / INV IN: 2611.00 6 (N) INV IN: 2609.49 12 (W) 12449 1.00% INV IN: 2610.56 12"(S) � INV OUT: 2609.49 12"(N) I INV OUT: 2609.56 12"(E) SUMP: 2607.49 4 SUMP: 2607.56 G 1As ��G ( �GST N 130 / 8�C 24.4 LF 12' PVC ® 0.56% 1 14.50TC 14.01 TC C' '� 12.82TC 11 1 �° 1-0 2 0� \ w D1 CB H1 144 I 13.92TC 12.93TC ( N: 710831.44 E: 2461838.46 3T 61 1,0� RIM: 2613.70 C N 0� INV OUT: 2610.70 12"(N) w SUMP: 2608.70 2 h� Q F- w 6° ss °' 0 20 40 F_ LU o 10.7 LF 12" PVC ® 0.69% �rr9 D1 CB 11 0 z Q ° 710866.03 E: 2461966.07 >- w ov w a_ a a ` INV OUT: 2609.10 12"(W) U o m N 1� SDMH 11 RIM: 2612.12 I a = z m w Q �0 ss a V A N: 710866.03 E: 2461924.90 o � w � L 1b' ^• �ry 1.00% r7 oi9�C� INV IN: 2609.34613.84 6'(S) SUMP: 2607.10 z = � UO m 15.51Tc \ a SCALE IN FEET o U 00 a w INV IN: 2608.69 12 (E) w � o � w Ss \ INV OUT: 2608.89 12"(N)_ 5 � z o > a 2 \ SUMP: 2606.69 z ~ � a °�° w / 26' 2g �+ 1 cnz _ z LL S 1R �� $6(G 4Z85.6 LF 6" PVC ® 1.01% ��S�T '3 6 ss - ¢ Z O 1� / s.59TC c ---------- LOU o w O 14.50TC f 14.4 TC 5.9 3�C W o "o = Lzu Q m S� >\ 7 0 v0 U o '.�G > �G N 1 N sr p 3 Z n s o =� �J .�`- 1.00% 9�0 1�� o 0 KEYED NOTES w Cc, � ° Cjwo � \ \ \ \ � SIDEWALK PER � � mwQ _ 78.7 LF 6" PVC CAD 1.00% 41.4 LF 6" PVC ® 1.01% _ - - -- O CONCRETE THICKENED EDGE 5 = U o � � S° \� 9D 8D ° 9D - ARCHITECTURAL SITE PLAN G5o1 w z W of 2 Q J so - / \ /Q 261 o 4 7 ? mezzo 5 D4 0 2 6 CONCRETE HEADER CURB PER D4 D4 D4 D6 � Ocn ¢ cn O / D5 CO\14 A� FF N ARCHITECTURAL SITE PLAN G501 z SD'-_ \\ �� - - - / �\ / N: 710777.94 E: 2461798.13\ 14 70FG �3 6" CONCRETE VERTICAL CURB AND GUTTER 6 \ so \\ �� RIM: 2615.14 • FF • PER ARCHITECTURAL SITE PLAN G501 INV OUT. 2611.40 6 (E) SUMP: 2609.40 - D5 co I3 ,�h�� M I O CONCRETE SIDEWALK PER PER N: 710777.94 E: 2461878.13 D5 co I1 N N 4 ARCHITECTURAL SITE PLAN RIM: 2614.75 N: 710777.94 E: 2461920.82 1 1 8 RIM: 2614.57 U e� \ \ INV IN: 2610.62 6"(W) INV IN: 2610.20 6"(W) I � O 3" ROLLED CURB AND GUTTER PER c-so, INV OUT: 2610.62 6" E ARCHITECTURAL SITE PLAN e SUMP: 2608 62 INV OUT: 2610.20 6"(N) =I i SUMP: 2608.20 N N © 5' TRANSITION ROLLED TO VERTICAL CURB -- -- J Q DRAINAGE NOTES (PRIVATE) INLET CATCH BASIN TYPE III PER ISPWC 11 LL Q 4? I SD-603 WITH TEE INSERT c-so, i J 41 FF: 2615.20 p2 STANDARD CONCRETE CATCH MANHOLE PER O w ISPWC SD-611 _ M / i'e� / i' 14'70FG _ - 6�3� / / I 14.70FG D3 SEEPAGE BED H, 72'x12.5'x6' DEEP. 12 a 7Q N / I / 1 VOLUME: 2,160 CIF WITH 0.40 ROCK VOID G501 z �I / �,' - RATIO. TOP OF BED ELEV. 2612.0 - < ' 2673 D4 6" ROOF DRAIN CONNECTION TO BUILDING. z Z 0 COORDINATE LOCATION, ELEVATION, AND SIZE W Q WITH BUILDING PLANS. - 0 w i - - - - 0 Z w I I / ' - - - �- _ D5 INSTALL 4" CLEANOUT PER ISPWC SD-506A Q 2612, F I F F O �1Rf� PIRR PIRR PIRR - PIRR - - - - +IFk- PIRR D6 6" WYE CONNECTOR AND 45' BEND J / / � - W T I / - LU - ' 0 a / / � W [6 ems- \ R / / / / � - - - - - / x x - - Q Ir x x - i - - - - �� - -- - -2613- - - - _ - - - - - - - - - - - - - Z z -= - - - - - -X -= - -= - -- - - - - - - - - - - _ _ - � - _ 1 / / / 26152614 - - - - - - - - - - - - - - IL / � I _ _ _ _ ------------- JACKSON DRAIN oW e/ -�- - __ _ _-_ \_- _-_ _ /_ _ _ _ - - 14 0a _ =2610 m a a / / / L =-=___-___________________ _____ _________ ________________ - _ -_ / 1 a _ - - - - - - = - - - -- -- - _ _ 22603-- _ _ FILE: 1017166 C203 - - - - - - DRAWN BY: EE a / /� / / -_ - - - - --------------- - - - - - - - - - - - - - - - - -- - - -2603- - - - - - - - - - - - a w / �� / / � � / �� -_- - - - - - - - - - - - - - - -- - - - - - - - -2604- - - - - - - - - - - - - - - - - - - _ KIIOWWhdS DESIGN BY: JEB ow /� \ // ��i / //� - = - - - - - - - - - - - - - - - - - - - r '_-_ _ _ _ _ - - - - - �605 _- - - - - - - - - - Call before you dig. CHECKED BY: JEB _ _ _ _ _ _ _ _ _ _ _ ONE INCH O I a - - - - - - - = -_ _- - - - - - -- - - - - - - - - - - - - - - - - - - -- - - 2606- - - - - - - - - - - - - - - - - /��/ / / / -j�/ - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2608 26 - - - - - - - - - - - - AT FULL SIZE, IF NOT ONE Q m I x - -- - - - -_-- - _-_--- - - - - - - - - - - - - - - - --- - - - - - - - - - - CALL 2 BUSINESS DAYS IN �? 00 / / / - - - _- - -_- - - - - - - -_-- - -_- - - - - - -- - - - - - 2610- -2611- - - - - - - - - - - - _ _--- - - INCH.SCALEACCORDINGLY - / X / _ _ _ _ _ _ LAST UPDATED:6/29/2018 oN // /' / / -PI PRR P PIRR PIRR PIRR RR / _ _PIRR PIRR PIRR �\ PIRR ADVANCE BEFORE YOU DIG, N M a - - - - - - _ _ _ GRADE, OR EXCAVATE FOR THE SHEET NUMBER: I / // / / x x x x SHE c-2 MARKING OF UNDERGROUND / / / ,' sHE=201 - - -- 'III ME MEMBER UTILITIES C-203 ao / / ,/ / Go -+ �� -U-B - _ - V,� I- m } - s - - C-205 0 J-U-B ENGINEERS, INC. ,n �2 Q� m o �� 3 ' ��% z INDEX MAP z 1.00% 1.00% 1.11% 1.50% � 44 y1` ,A o `LAG ~ �S CD 0�G I - - I I Q N c�j O �S `G 71 N t�j h� opG \ co � o 0 1 INcj I 2��c -��ti \ I ` '_2 C-204- o � co ® \ C 03 r E Lu 0 0 0 co P N co ci tK- - o Sr CD v - N o I ® I Z m 1.00% s 1.00% 1.27% c� 201 -202 -a 5.05% o 2 1)3 D4 o b� I hFG LO O o I A E. 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DESIGN BY: JEB -0 Lu x J _ - - - - - - - - - - - - - - - - - - - / - - - - - - - - j v " YD CHECKED BY: JEB � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 o - - - - - - - - - _ _ _ - - - - _ - _ - - _ - m \ 26' CALL 2 BUSINESS DAYS IN _ - - - - - - - / AT IFULL OSIZE,IIF NOT ONE - - - - - - - - - - - - - - - - - - - -_- - - - - - - - _ - - \ - - - - - - - - - �i III - - - - - - - INCH SCALE ACCORDINGLY T T / I I ADVANCE BEFORE YOU DIG LAST UPDATED:6/29/2018 o N \26 D N \ II �I GRADE, OR EXCAVATE FOR THE SHEET NUMBER: _ _ _ _ � � � _ _ _ _ _ _ T � I Q � I MARKINGEMBER UTILITIES UNDERGROUND l II C-204 III I / -V-B X - - - - - - CJ - - - -- - - - - - - - C-205 J-U-B ENGINEERS, INC. WCMD INDEX MAP z II I \ / I - - - - Q o co - - - I \ / I _ - C co \ X X C-203 C-204 OC o T rn E W I - O o 0 I I I I I III _ � o � ,. LU = CV M C? EA- - - Z U (3) 00 o0 CU =xzz3NN = =3 I I o \ \ I \ Z m U) - c LLJ � �_ � o O N m \ / \ E. STATE AVENUE - - - \\\ SS�ONAL FN -261 1_ _ _ _ /,' \ 12449Vp N. E. 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VOLUME: R D3 SEEPAGE BED K, Q z \ / 1 N: 711071.74 E: 2461868.16 c t 0.90% 12 LL Q RIM: 2616.47 F� ��' � 3,150 CF WITH 0.40 ROCK VOID RATIO. TOP / " o° L�., J I OF BED ELEV. 2612.5 - INV IN: 2611.32 6 (E) ^. PS O CL . SDMH K1 D2 INV OUT: 2611.32 6"(W) 16 N: 711071.74 E: 2461966.16 _ - D4 6 ROOF DRAIN CONNECTION TO BUILDING. J LLI c SOFo RIM: 2615.48 _ _ - COORDINATE LOCATION, ELEVATION, AND SIZE _ ('3 INV IN: 2610.34 12"(N) � / \ " r' INV OUT: 2610.34 6"(w) 26>> _ _ - - WITH BUILDING PLANS. 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STATE AVENUE — — — — — — W W EX SSMH B W — " ONE INCH — I =2616.97 a coM — AT FULL SIZE, IF NOT ONE exssM SS - - - SS - - - - - SS — - - - SS - - - - - SS SS - - - - SS — - - - SS - - — SS - - SS o-1 - - - - SS - - - - - S - - - - co = x ssMH INCH. ALE ACCORDINGLY r o c ' oz.s3 LAST UPDATED:6/19/2018 cm 77 N /� / /ss , — ' T SHEET NUMBER: 0 fcu finC-300 U d o I ❑❑ LE A -_SD SD S -B D SD SD A 15 121.0 LF � o 0 0 � � (rJ U I S4 g m J-U-B ENGINEERS, INC. A ( C W5 W9 - -- --- --- w � Q z C 30�5 N INDEX MAP z w w w w w w w w w � - Q � nllllll O 1 •74 � . � �-304 � -0 � � 14 SEWER-LINES - - - - - - - - - - - - - - - - - ` - I� O T O co E -19.5 LF SEE SHEET C-302 W -- -`_-_ -7.0 LF 8" W r1 S ss ss ss ss ss ss ss ss ss ss ss ss W N W2 co c'? 40. W7 z U N 00 00 � 5 LF - +-� o ws ww4 w1 �, - - - - - - - - - - - - - - - - - - C-302' z mC=3 a\ � 9.2 LF 8" W z 10 / C-303 LULl 11111111011111 Cn ai 0 a rv. Ib -� / C-301 m o o a EX SSMH 8 N m s1 SSMH 1 W6 ; E. STATE AVENUE �S-s7s -- - 46.3 LF 8" W S 11+00 ss s D U i1 UTILITY 00 EASEMENT W7 4� w4 SSxpNAL FN S3 i �� PIRR W9 PIRR 31.5 LF 8" W o 0 0 o - F C/yam i p O UTILITY 124497 W7 W3 - o 0 0 o EASEMENT W7 ' ,n�r j 33.5 LF 8" W 312.5 LF 8" W O ( T/N E. Br I w w w w W w w w w w w zM 1 �35. N 7All w7 N U) w7 S1 SSMH 3 o � M 14 1 00 N 13+00 14+00 15+00 = U 14, 55 ss ss i SS 9S SS Ss SS � i 1 1 U 48.0 LF `9 45 LF W 11 w z �rr cn Icd = Q � W Q 10. �/ S1 f ;3 �95.0 L UJ = SSMH 2 �? � S2 w11 a w c� Q z P 94.5 LF I I ' 3N 0 20 40 >- w0W0 10.00 W9 S2 I N amw Q O H= Wz J � W5 >� ' }' � ' m a r0 -- ' oox SD 5o SD 4 4 SD 5o SD I SCALE IN FEET Z Q ° m Q S4 S4 1 ' Q � 0z _j`.I z O 0 Q W :? z 0 1 LL J 0 I 64.5 LF LEN: 37' W z STA: 14+51 W5 0Z = 's ') H=' w z0 j STA: 12+60 INV: 608.6 w o 0 0 L J I Ir LEN: 44 1 ur❑ UJ = � ? 0 INV: 606.4 J 0 Uj - 107.0 LFA FF: 2615.00 w o� ' =O � I W11 FF: 2612.95 54 LF 1 w m � Q J (n � W CO ' OfO UJ Er W Er J a m W J � W I M H 2 Z 0 I 1 I I I I I I 1 1 SEWER LINE A 2620 2620 FINISH GRADE J EXISTING GROUND ® OF SEWER ® OF SEWER 2615 2615 Q ---- ------ ------ ----- J z ---_, --- --- ------ ----- ------ ------ - L� J ---- ------ ----- ------ ------ ----- -- --- ----- 6" STORM DRAIN = O Ir 0 4" PRESSURE 6" STORM DRAIN 8" WATER W7 0 0- W M 2610 IRRIGATION W7 2610 G 0 W7 H - Z Q z ° z a 1jj Q z 24.8 ® 0.62% Q z W 61.1 LF 8" ® 0.42% Q43.1 L 8" ® 0.42%= 2605 8 LF. OO L 0- pC oC SSMH 1 SSMH 3-1 _j LU N: 710407.88 E: 2461568.17 SSMH 2 N: 710361.98 E: 2461873.21 W w w w N: 710361.98 E: 2461614.40 GC s cn RIM: 2612.25 RIM: 2613.61 = EX SSMH 8 INV IN: 2604.94 8"(SE) RIM: 2611.77 INV IN: 2606.98 6"(S) LLJ LU IL N: 710418.13 E: 2461466.79 INV IN: 2605.23 8 (E) W Cn ml 2600 RIM: 2613.30 INV IN: : 2604. 8" "(WNE) INV OUT: 2605.19 8"(NW) INV OUT: 2606.81 8"(W) 2600 Q w INV IN: 2604.43 8"(E) INV OUT: 2604.84 8"(W) U W Q z co W z 2595 2595 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 0 m D SEWER KEYED NOTES WATER KEYED NOTES WATER KEYED NOTES (CONTINUED) • v W • o ° S1 48"0 SEWER MANHOLE PER ISPWC SD-503 W1 8" GATE VALVE PER COM SD-W1 1 ws REMOVE EXISTING BLOWOFF. CONNECT TO EXISTING WATER MAIN. m FIELD VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION. FILE : 10-17-166 C-301 m s2 6" SEWER SERVICE CONNECTION 2% MIN. SLOPE PER ISPWC w2 8"X8" TEE WITH THRUST BLOCK PER ISPWC SD-403 W9 FIRE HYDRANT ASSEMBLY PER COM SD-W8 JUB PROJ.#:10-17-166 SD-51 1 AND SD-51 1A. MARK PER COM SD-SW3 DRAWN BY: EE m W3 45° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 KnowwhaFs below. s3 FIELD LOCATE AND REMOVE EXISTING SEWER CLEAN-OUT. CONNECT 0 w11 FIRE SERVICE LINE. COORDINATE WITH FIRE PROTECTION ENGINEER DESIGN BY: JEB s w NEW PIPE TO EXISTING. CONTRACTOR TO VERIFY LOCATION AND w4 22.50° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 FOR LINE SIZE, MATERIAL TYPE, AND CONNECTION TO BUILDING Call before you dig. CHECKED BY: JEB a cn ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY W12 WATER SERVICE CONNECTION TO BUILDING COORDINATE LOCATION I_ ONE INCH� Q m DISCREPANCIES. W5 AND CONNECTION WITH PLUMBING PLANS ATI FULL SIZE, IF NOT ONE s4 SEWER SERVICE CONNECTION TO BUILDING COORDINATE LOCATION 0 2 WATER SERVICE CONNECTION PER COM SD-W4 CALL 2 BUSINESS DAYS IN M � INCH SCALE ACCORDINGLY T AND ELEVATION WITH PLUMBING PLANS w6 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON w13 6" GATE VALVE PER COM SD-W1 1 WITH THRUST BLOCKING PER ADVANCE BEFORE YOU DIG, LAST UPDATED:6/28/2018 co N ISPWC SD-403. COORDINATE SIZE WITH FIRE PROTECTION ENGINEER SHEET C-002 GRADE OR EXCAVATE FOR THE SHEET NUMBER: w7 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON w14 2" POLYETHYLENE WATER SERVICE LINE MARKING OF UNDERGROUND SHEET C-002 o w15 2 1/2 WATER LINE MEMBER UTILITIES C-301 -6 o � ao � W9 121.0 LF Fx� ca m J-U-B ENGINEERS, INC. FF: 2612.65 FF: 2613.85 C-305 ' W7 z E-1 i 1360 LF x W9 \ INDEX MAP z (33 CLUBHOUSE - Q x C-304 o � T E - W U O co 0 O W7 _ _ _ 1 Lij2 � x 80.0 LF co 0 FF: 2612.50 ' - (D C) Z 0 0 2 CD a) � 0 C-30 1 ' z fnW 47.5 LF S2 STA: 12+64 S2 LEN 1 6066 C-303 W a� x a INV: 609.0 C-301 m W a _1�1_7 LEN: 53' \ � m Lx x x x x x INV: 608.2FL i N O 2 F ❑ ❑❑ ❑❑ VV4 '*41 E. STATE AVENUE IL❑❑ ❑❑ SD SD SD o-� SD SD TSD STA: 10+67 INV N. 0 0 0 606.2 g W5 W5 0 1 o ST S2 UUJ 36*5LF W1 W6 EASEMENT 1 K d -, 124497 a0i 7.0 LF 8" W / w w 131.0 LF 8 Ww w w w w 362.5 LF 8 W w w w w w wOF M w TRH E. BrOJ LF a N W5 N W5 W N 9D� 10 0o q in p o - 56e SSMH 4 s1 Q r0 - N it y 'QW Z c) W2 11+00 - 12+00 13+00 14+00 14+90 3 N �N W5 SS SS SS ss SS SS SS SS SS SS SS SS SS J w 4p, �/ 46 ' o F W 0fw�wF 8.. w - - - - - HORZ 0 20 40 = 2 � 0 � F- 0 < z � W w / s V) W3 '�2m_ �!!!� 0- Q N S1 SSMH 5 o' � oQo d O � W � � V E RT 0 5 10 1 qqz m S1 SSMH 1 W8 / LLI Q O - --- - )) � ; 10 SCALE IN FEET o m X - n � oc � W 00 zQ � 46.3 LF 8" W s SD sD f z a } � � m (V ° 0� cnZ � z 0 L - - - - - - - - - - - - - Q W ❑ P\� LLZW mO � O z � � cWi> > ZO cn O = � o > w p ' W ~ = z J c H U ~ Q x PIRR \ o 0 0 0 ,0) ~ � 2 W 41 LL� J - Wow ° o 0EW m z L� w w w w w w w w w w w w w� = o � n H 2 Fo z CO Of wEr SEWER LINE B SEWER LINE A z SEE SHEET C-301 2620 2620 EXISTING GROUND FINISH GRADE ® OF SEWER OF SEWER 2615 2615 J ----- ----- - ----- ------ ------ ----- ------ - ---- ----- ------ ------ ---- ------ -- ILL W 2610 2610 I J z 8" WATER F-- Q LL J 12" STORM DRAIN 0 = 0 o 0 W W Ir M Q 0i 2605 55.2 LF 8" 00.42% 2605 z z a � o SSMH 5 w Q z o N: 710444.00 E: 2461997.232i _ Q z w SSMH 1 SSMH 4 RIM: 2612.41 = N: 710407.88 E: 2461568.17 N: 710443.95 E: 2461615.17 INV IN: 2607.77 6"(N) 0 0 Q 6 2600 RIM: 2612.25 RIM: 2610.90 10 ( ) 2600 0 W INV OUT: 2607.60 8" W INV IN: 2604.94 8"(SE) INV IN: 2605.27 8"(E) w w W INV IN: 2604.94 8"(NE) INV OUT: 2605.17 8"(SW) > W W INV OUT: 2604.84 8"(W) LLJ U Cn m J W 2595 2595 W 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 14+90 z W z O_ IL T WATER KEYED NOTES WATER KEYED NOTES (CONTINUED) SEWER KEYED NOTES w1 8" GATE VALVE PER COM SD-W11 ws WATER SERVICE CONNECTION TO BUILDING COORDINATE LOCATION L s1 48"0 SEWER MANHOLE PER ISPWC SD-503 AND CONNECTION WITH PLUMBING PLANS W2 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD-403 w1p POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON 0 o s2 6 SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC SHEET C-002 m SD-51 1A. MARK PER COM SD-SW3 w3 1 1 .25` ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 w11 6" GATE VALVE PER COM SD-W1 1 WITH THRUST BLOCKING PER FILE : 10 17 166_C 302 Z5 CO JUB PROJ.#:10-17-166 ISPWC SD-403. COORDINATE SIZE WITH FIRE PROTECTION ENGINEER � w4 2" WATER SERVICE CONNECTION PER COM SD-W4 DRAWN BY: EE m w w5 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON w12 2" POLYETHYLENE WATER SERVICE LINE MCr�ows DESIGN BY: JEB a w O SHEET C-002 VV13 " Call before you dig' CHECKED BY: JEB 2 1/2 WATER LINE I� ONE INCH �I I 1 CALL 2 BUSINESS DAYS IN AT FULL SIZE, IF NOT ONE Q m W6 FIRE HYDRANT ASSEMBLY PER COM SD-W8 INCH SCALE ACCORDINGLY M 00 N w7 FIRE SERVICE LINE. COORDINATE WITH FIRE PROTECTION ENGINEER ADVANCE BEFORE YOU DIG, LAST UPDATED:6/27/2018 N m FOR LINE SIZE, MATERIAL TYPE, AND CONNECTION TO BUILDING GRADE, OR EXCAVATE FOR THE SHEET NUMBER: w8 11 .25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 MARKING OF UNDERGROUND o MEMBER UTILITIES C-302 -6 o � o_ o W11 45.0 LF W7 (rJ-U-B - 78.0 LF /FF. 2613.85 m J-U-B ENGINEERS INC. m w 3 C-305 v o PIRR z INDEX MAP Z 1 o N � V/ /' IIII IIIIIII II .� ` V) Q W4 W3 C-304 0 m 36.5LF - w 0 � O COO w � 0 NrM� ; SD SD S D Z U ^, `o W 1 SD _ V}J K CD ' w C-302 = z m 0 zi InSEWER KEYED NOTES11111n C-303 z ai w I 1 10 0' UTILITY. C-30 m U7 U V I W6 W9 EASEMENT i O Q s1 48 0 SEWER MANHOLE PER ISPWC SD-503 LnM LLJ t7 F I m 2 108.0 LF 8" W s2 6" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC E. STATE AVENUE N Of N w o w w w w SD-51 1A. MARK PER COM SD-SW3 uj w1 3 LLJN s3 FIELD LOCATE AND REMOVE EXISTING SEWER CLEAN-OUT. CONNECT NEW MANHOLE TO EXISTING PIPE. CONTRACTOR TO VERIFY LOCATION W8 10 10' AND ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF S�ONAL F 51.0 LF ANY DISCREPANCIES. o�`�c,S G\sT 12 Ncy 1 38.0 LF W3 14 S4 8" TRAFFIC RATED CLEAN-OUT PER ISPWC SD-506 "T" TYPE ��-- 1 WATER KEYED NOTES 2449 W6 W1 90° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 OF /H 0 o r E. BOl o W2 11 .25" ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 r W7 W11 W3 2" WATER SERVICE CONNECTION PER COM SD-W4 D rrm� o SD D 84.0 LF M w4 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON 3 ll SHEET C-002 z z 10 z Z 00 w5 REMOVE EXISTING BLOWOFF. CONNECT TO EXISTING WATER MAIN. _ uj W v Js FIELD VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION. 0 Q z �- w6 mp FIRE HYDRANT ASSEMBLY PER COM SD-W7 HORZ 0 20 40 a = o W Q O � WJ � 1 777W9 w7 FIRE SERVICE LINE. COORDINATE WITH FIRE PROTECTION ENGINEER Q m o m FOR LINE SIZE, MATERIAL TYPE, AND CONNECTION TO BUILDING o w VERT 0 5 10 cn Z z o W8 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD-403 SCALE IN FEET z < J m PO 263.9 LF 8" W a D- = V �w w w223.42 w w w w w W8 W9 � �omw o - - - - 8 GATE VALVE PER COM SD-W11 oZw � o0 > z Q M = I63 W4 w10 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON m 2 i L o W m N SHEET C-002 D W O O = Q H J W UTILITY 3 J = c/) Q w EASEMENT W11 WATER SERVICE CONNECTION TO BUILDING COORDINATE LOCATION 3 N I AND CONNECTION WITH PLUMBING PLANS z � o ? o 0 g w12 6" GATE VALVE PER COM SD-W1 1 WITH THRUST BLOCKING PER w , = o ISPWC SD-403. COORDINATE SIZE WITH FIRE PROTECTION ENGINEER 01 w m �: z LFF: 2615. 55 w13 2" POLYETHYLENE WATER SERVICE LINE = (Ifz0 L L W co uj of D' w14 ui 2 1/2" WATER LINE SD TD SD SD SD SD ; O U) Q U) z Z 1 3 0 o I 2620 2620 FF: 2616.65 - EXISTING GROUND ®N�H GRADE OF SEWER STA: 11+28 ® � OF SEWER J LEN: 60' S1 CC INV: 610.2 SSMH 7 _ _ ---- ------------- ------ G 2615 2615 LL w Z 3 � JQ S2 LL _j W4 _ 0 W2 0- co ' 0 0- W M 41.3 LF 8� W STA: 11+20 2610 2610 Q LEN: 97' 8" WATER Z z INV: 609.7 Z Q r I o S2 L.LJ I S4 C Q Q 0 51.5LF8" ® 0.63% 0 C w �_ I 44.3 LF 8 ® 0.45.9 J Z � I 2605 2605 0- Q 3 0 CI: I I SSMH 6 SSMH 7 J w w w N:w 710219.50 E: 2462209.88 N: 710274.47 E:RIM: 2615.26 > C W � S1 SSMH 6 W5 RIM: 2615.85 G RIM: 2615.26 INV IN: LLI INV IN: 2606.34 6"(W) W2 2600 INV OUT: 2605.75 8"(S) INV OUT: 2606.17 8"(S) 2600 w o Q m� J W S3 EX SSMH 6 w Q0 oI N: 710171.23 E: 2462209.88 Z CE - PIRR- PIRR-- -- PIRR--- - PIRR --- PIRR- PIRR-- -- PIRR--- - PIRR PIRR----- PIRR----- PIRR----- PIRR - PIRR--- - PIRR - PIRR--- - PIRR--- PIR --- PIRR----- PIRR----- PIRR----- PIRR----- PIRR----- RIM: 0171. 3 0 co W I INV IN: 2605.55 8"(N) z co 2595 2595 10+00 10+50 1 1 +00 1 1 --B654 0 D IF m a - - - w - - - - w - - - - w - - - - w - - - - - w - - - - w - - - - - w - - - - - w - - - w - - - ►� - - - w - � w - - - - w w WM -ex -sLu • > WmRIM=261 EX SSMH 6 a INV 1 8 R FILE : 10-17-166_C-303 N - - - - ss - - - - ss - - - ss - - - - ss - - - - - ss - - - ss - - - - ss - - - - ss - - - - ss - - - - S - - ss - - -i- ss - - - - ss - - - - ss - - - - s�L=76_02 JUB PROJ.#:10-17-166 m X SSMH DRAWN BY: EE m � bp�/ 0 J = W S -��'�- DESIGN BY: JEB o w IV 18 RCP @ Call before you dig. CHECKED BY: JEB o_ cn 2604.23 CALL 2 BUSINESS DAYS IN ;_ ONE INCH _1 Q m AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY co o o� ADVANCE BEFORE YOU DIG, LAST UPDATED:6/26/2018 N N Ch GRADE, OR EXCAVATE FOR THE SHEET NUMBER: SEWER LINE C MARKING OF UNDERGROUND o MEMBER UTILITIES C-303 -6 o � D_ � fJU-B m J-U-B ENGINEERS, INC. SEWER LINE E m C-3O5 SEE SHEET C-305 3 3 EEEIII E7 "t � T 1)� � � � � Z\ INDEX MAP z Q o All1 12.0 LF 8" W C-304C) co O T `� - W o 0 EX SSMH 4 32.0 LF LI J N % �co c? �? 15 -622.00' I z U a) co 00 }' N v v C-302 z m (j)FUTURE 0 10 / a w \ 47.0 LF I PHASE A�� C-303 LU U7 Qj w4 v w5 C-301 m ooLO b 11Kp0 8 V I E. STATE AVENUE m O 85 w \ \ Qs 'IVV 4F . 14.0 F S3 \ W7 \ w UTILITY ONAL FN \ \ W1 EASEMENT �S\s11TE 4 .yam - - - 1 24497 W6 _ W3 W1 61.4 LF 8" W 283.7 LF 8" W w w w w w w w N w w w w s ;o 157' 45 ws " I - -IV W6 W7 r , 9rOF F 6 W7 �00 W2 13+00 O 14+00 15+00 1 15 , E.E. BOti��\G W8 0 \ ss ss i ss ss ss ss ss ss ss i ss I S 1 --------- 49p. SSMH 8 f SSMH 9 S1 o0 f W7 SSMH 10 s1 0 z Q '64.5 LF S2 146 F W w �o s2 HORZ 0 20 40 Q z _j � o awUm � \ o � w � / VERT 0 5 10 Uo � � � >_ � ♦ Q Q � }Z � � cn m e �/ SCALE IN FEET � Q E m o W5 o ,6 � = X // S2 cnpzo } U, STA: 14+47 Li zQ � � mQ LEN: 37'I L W5 a a o Z _W' Z e� STA: 12+4 INV: �'08.7 0 m 0 LEN: 45' U- Zw o >0 L> o w i/ 58.0 LF INV: 608.7 W F _, w FF: 2615.15 1 Duo ° tea 15 FF: 2615.20 w o J > 112.5 LF - - - - 93.5 LF FUTURE ¢ E s o W9 W9 S4 PHASE o w o � o A n W W � Z J W COQ Q W Y STA: 15� J w \ 1 p LEN: 79' 00 = Q LU 10 INV: 607L� o coQ ° o SEWER LINE D 2620 2620 FINISH GRADE EXISTING GROUND ® (� OF SEWER ® q OF SEWER 2615 --- ----- --- --- ----- ------ - ----- ------ --- 2615 Q ----- ------ ------ ----- --- ------ ----- ---- --- LL W z 8" WATER 6" STORM DRAIN //-6" STORM DRAIN J O Eff J z = O � 0 Cc 2610 G 2610 C�C Q Cc M 278.5 LF o G 0 W 50.4 LF 8" ® 0.42% 131.0 LF 8" 00.42% 47.9 LF 8 CAD 0.42% z ~ z >Q W6 W6 W Z Q o SSMH 10 CC z w 2605 SSMH 9 N: 710810.96 E: 2462158.40 2605 G Q z W SSMH 8 N: 710810.93 E: 2461875.85 J Q x EX SSMH 12 RIM: 2613.63 RIM: 2614.62 cn N: 710810.92 E: 2461823.97 INV IN: 2610.13 6"(S) N: 710883.05 E: 2461653.13 RIM: 2614.10 o INV IN: 2608.24 8 (E) Q RIM: 2615.47 INV INV IN: 2607.08 8"(SE) INV IN: 2608.24 8"(N) INV OUT: 2609.96 8"(W) J LIJ uJ INV OUT: 2607.84 '8E(NW) INV OUT: 2608.14 8"(W) w = 2600 2600 W W W W U) m 10+15 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+65 M J W U W Q z co LU SEWER KEYED NOTES WATER KEYED NOTES WATER KEYED NOTES (CONTINUED) s1 48"0 SEWER MANHOLE PER ISPWC SD-503 W1 8" GATE VALVE PER COM SD-W11 w10 WATER SERVICE CONNECTION TO BUILDING COORDINATE LOCATION AND CONNECTION WITH PLUMBING PLANS D s2 4" SEWER SERVICE CONNECTION © 2% MIN. SLOPE PER ISPWC W2 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD-403 W11 2" BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN SD-W13 SD-511A. MARK PER COM SD-SW3 w s3 FIELD LOCATE AND REMOVE EXISTING SEWER CLEAN-OUT. CONNECT W3 22.50° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 W12 REMOVE EXISTING BLOWOFF. CONNECT TO EXISTING WATER MAIN. • o NEW PIPE TO EXISTING. CONTRACTOR TO VERIFY LOCATION AND w4 11.25' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 FIELD VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION. m ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY 6" GATE VALVE PER COM SD-W1 1 WITH THRUST BLOCKING PER FILE : 10-17-166_C-304 m DISCREPANCIES. WS 2" WATER SERVICE CONNECTION PER COM SD-W4 W13 ISPWC SD-403. COORDINATE SIZE WITH FIRE PROTECTION ENGINEER JUB PROJ.#:10-17-166 S4 8" TRAFFIC RATED CLEAN-OUT PER ISPWC SD-506 "T" TYPE W14 DRAWN BY: EE 0 w W6 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON 2 POLYETHYLENE WATER SERVICE LINE Know whars below. DESIGN BY: JEB 6 w SHEET C-002 w15 2 1/2" WATER LINE Call before you dig. CHECKED BY: JEB a cn w7 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON ,_ ONE INCH _, Q m SHEET C-002 AT(FULL SIZE, IF NOT ONE coCALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY N W8 FIRE HYDRANT ASSEMBLY PER COM SD-W7 ADVANCE BEFORE YOU DIG, LAST UPDATED:6/27/2018 W9 FIRE SERVICE LINE. COORDINATE WITH FIRE PROTECTION ENGINEER GRADE, OR EXCAVATE FOR THE SHEET NUMBER: 0 FOR LINE SIZE, MATERIAL TYPE, AND CONNECTION TO BUILDING MARKING F UNDERGROUND o MEMBER UTILITIES C-304 -6 o � ao I \ I R IRR IRR - RR IRR I � � RIRR I R EP EP EP EP E 1 I Q 18.6 LF 8" W FUTURE m W2 9.1 LF 8" W PHASE J-U-B ENGINEERS, INC. w >�- 0 w 76.0 LF 8" W w z C-305 Nt - - 1 INDEX MAP z I _ = W1 � I w3 Q � � f co JUB C-304 co - WC:)° er � o I LU N ~ ci v z 00 �_ I CD C_302 (D �Q) 0 CV• � i o C-303 w m cn o N I I Uj C 1 MM pi R PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR PIRR II -301 W 0 •° 3 N m 10. 0' I � a E. STATE AVENUE I I I II I I J �SS�O14A L FNc FF: 2617.00 I I - 124497 00 W7 J'l 0 I ( `�(i9rF of 225.0 LF E. BOti��\ � I - � a I _ 3 40.WLF S3 7 � I STA: 12+44 STA: 13+88 W5 STA: 2+35 HORZ 0 20 40 z Z Z m FS Q -LEN: 91 LEN: 67 I LEN. 52' _ FINV: 610.3 �, INV: 611.7 INV: 612.8 (D ¢ z d 0 VERT 0 5 10 >- Uj L) W oc O a = Zmw Q s3 W5 S2 ; SCALE IN FEET o m �1 W4 16 1 bo � 169.0 LF 7.0 LF 3.0 LF � cj w }, SD SD SD SD SD SD SD N DO I I Q � E zJ z FS 0J (n � z0 Cn a m W O I I- + I I 0 0 F o JILL - _O I S2 N W6 I I � 0 o�, � � � a= te FUTURE SEWER KEYED NOTES J Uj 1 _W5 o I PHASE Z Q 0 O � o - _ 28.1 LF 8" W 104.6 LF 8" W W8 s1 48"0 SEWER MANHOLE PER ISPWC SD-503 w > o w w w � wm z S1 00 o W5 �'� I s2 6" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC Q w o L SSMH 12 N 10 W9 N W3 I SD-51 1A. MARK PER COM SD-SW3 � J W 13+00 `114+00 0o w w Ab 50.0 LF xQ } _j 15 S ss ss Q ss I S3 8" TRAFFIC RATED CLEAN-OUT PER ISPWC SD-506 "T" TYPE = z O o � 0 U) U) z WATER KEYED NOTES 12� W8- - - - - - - s1 s x x - UTILITY A I i / EASEMENT x x - - - - - W1 8" GATE VALVE PER COM SD-W11 I r ------------ _ x - W2 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD-403 x - I -SSMH 11 hry = - - �PRR w3 90° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 I x Co I I - x _ - o W11- - 9 W4 2" WATER SERVICE CONNECTION PER COM SD-W4 --_ STA: 1+26 x - N Ll x LEN: 52' w5 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON J_ _ -------- _ S3 INV: 612.3 SHEET C-002 STA: 13+88 S2 W6 FIRE HYDRANT ASSEMBLY PER COM SD-W7 Q I I I LEN: 43' A- FF: 2616.30 INV: 611.2 w7 FIRE SERVICE LINE. COORDINATE WITH FIRE PROTECTION ENGINEER J Z FOR LINE SIZE, MATERIAL TYPE, AND CONNECTION TO BUILDING STA: 11+74 �� I I ws POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON J O 0 J I LEN: 54' = CL INV. 610.3 I a SHEET C-002 Q c S2 ± W9 22.5° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 0 W W 0 I I I W10 45° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 z Z Q r A o I I '0 I w11 11 .25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 w Q Z p w SEWER LINED SEWER LINE E w12 WATER SERVICE CONNECTION TO BUILDING COORDINATE LOCATION Q Q AND CONNECTION WITH PLUMBING PLANS SEE SHEET C-304 3 2" BLOW-OFF ASSEMBLY PER CITY OF MERIDIAN SD-W13 O L CI:w1 2625 2625 J w Wcn W 4 6" GATE VALVE PER COM SD-W11 WITH THRUST BLOCKING PER W w1 Q ISPWC SD-403. COORDINATE SIZE WITH FIRE PROTECTION ENGINEER W W LU Cn m W1 EXISTING GROUND 5 2" POLYETHYLENE WATER SERVICE LINE M _j /-FINISH GRADE LU ® � OF SEWER 6 2 1/2" WATER LINE w 2620Ir ® � OF SEWER 2620 W1 co w17 EXISTING FIRE HYDRANT z w IL z __ 2615 --- - 2615 4" PRESSURE 8" WATER W IRRI ATION r U O Lu • > O O IN 07 0 2610 139.4 0.62% u) CO 33.3 LF 8" ® 0.43% 2610 FILE : 10 17 166_C 305 m � 178.4 LF 8" ® 0.42% JUB PROJ.# W8 DRAWN BY: EE Know SSMH 13 10W VVIl15 ----- --' DESIGN BY: JEB o LL SSMH 12 N: 71 1024.24 E: 2462040.11 Call before you dig. CHECKED BY: JEB a � SSMH 9 SSMH 11 N: 711024.24 E: 2461896.76 RIM: 2616.37 I� ONE INCH 2 o N: 710810.93 E: 2461875.85 N: 710993.36 E: 2461875.85 RIM: 2615.56 INV IN: 2610.36 6"(N) m_ 2605 2605 AT(FULL SIZE, IF NOT ONE RIM: 2613.63 RIM: 2615.25 INV IN: 2609.33 8'(E) INV IN: 2610.36 6"(S) CALL 2 BUSINESS DAYS IN INV IN: 2608.24 8"(E) I INV IN: 2609.09 8"(NE) INV OUT: 2609.23 8"(SW) INV OUT: 2610.19 8"( )W INCH SCALE ACCORDINGLY r o INV IN: 2608.24 8"(N) INV OUT: 2608.99 8"(S) ADVANCE BEFORE YOU DIG, LAST UPDATED:6/26/2018 CO N N N INV OUT: 2608.14 8"(W) GRADE, OR EXCAVATE FOR THE SHEET NUMBER: � Ch MARKING OF UNDERGROUND o 2600 2600 MEMBER UTILITIES C-305 6 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+13 a: o (rJ-U-B 'OF z 2' MIN. WHERE MATCH EXISTING POSSIBLE TYP. FINISH GRADE J-U-B ENGINEERS, INC. GRADE 10' 3" ASPHALT 4" ASPHALT PAVING U 000 000 000 000 000 000 00o c 000 000 000 000 000 000 00o c CONCRETE a JACKSON DRAIN 2% Z N 00 moo 000 moo moo moo moo�< „ 000�000�000�000�000�000�000�< " EXISTING GRADE °>� MAX 11" AGGREGATE BASE ° °� ° °� ° °� ° °� ° °� ° °� ° 11 AGGREGATE BASE ° ° ° ° ° ° ° ° ° ° ° ° ° ° �O� O� O� O��gg0� 0� 0ag0�8�g0�8�g0�8�g0�8�g0�8�g0�8�g0� PAVING (MIN.) ° ° ° ° q, MIN• — ?oo o o on�oon�oon�oon�C ° ° �� a � Q � O GEOTEXTILE FABRIC PER / GEOTEXTILE FABRIC PER----, / oho oo�o oo�o oo�o oo�o oo�o oo�o o // //// 8 8 8 8 8 8 8 8 // // / — e C � -0 � m GEOTECH N I CAL REPORT i�//��//��//��//��//��//��//��//��//��//��//��// GEOTECH N ICAL REPORT i g" � ��/V/V/V/\� COMPACTED AGGREGATE O O O O O O O �� RECOMMENDATIONS \ \ �� - - a r E RECOMMENDATIONS �/ �/ --- O p �p COMPACTED S U BGRADE AS COMPACTED S U BGB ��/j��/j��/j��/\��/\��/\��/\��/\��/\��/\��/\ j� /�� --- w OU COMPACTED SUBGRADE AS NOTE: NOTE: //�//�//�// // // //�//�//�//�//�//�/�/� /�/ 2" ASPHALT SPECIFIED IN THE SOILS REPORT REFER TO GEOTECHNICAL REPORT SPECIFIED IN THE SOILS REPORT /�A/A �A/�A/�A/�A �A/�A/�A/�A/�A/�A/�A/�A/�A,� 00 � REFER TO GEOTECHNICAL REPORT i // // // //�// // // //////, Z U O 00 PREPARED BY TERRACON, DATED APRIL PREPARED BY TERRACON, DATED APRIL NOTE: SUBGRADE /��//�� '� ��'��/i��j� 4" OF 3/4" CRUSHED GRAVEL — O +� N 27, 2018 FOR PAVEMENT DESIGN 27, 2018 FOR PAVEMENT DESIGN REFER TO GEOTECHNICAL REPORT COMPACTED TO 95% DENSITY NOTE: N 0 PREPARED BY TERRACON, DATED APRIL COMPACTED TO co � 95% DENSITY 8" OF 6" MINUS PITRUN REFER TO ARCHITECTURAL SITE PLAN Z 27, 2018 FOR PAVEMENT DESIGN — O HEAVY DUTY COMPACTED TO 95% DENSITY FOR CONSTRUCTION SPECIFICATIONS LJJ O STANDARD DUTY m c a ASPHALT PAVEMENT SECTION ASPHALT PAVEMENT SECTION CONCRETE PAVING SECTION THICKENED EDGE - 1 2 3 ASPHALT PATHWAY PAVEMENT SECTION Lo m SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. 4 SCALE:N.T.S. DC0N CRETE SIDEW( - ALK , N SCALE:N.T.S. caNAL FNC p� �r.\S TIC, ! o -� 12449� SIDEWALK OR � f OF LANDSCAPING �iyE• 130 SEE TOP OF BANK LAN 10 EL: 2612.3 ( 4 �/AA VA VA VA VA VA VA HIGH WATER LINE 1% MIN. EL: 2611.8 1% MIN. VAA VA VA V�VAA VA —� �— rn \ PAVEMENT d PAVEMENT ' /j /ji/i�//�� ° PAVEMENT 12" TYP. >�A��/�A/�A//�A//�A//�A// 4; _ z Z Q o a ° / � � z w w v cj m �/ BOTTOM OF POND EL: 2610.8 c� a z 0 � w -j0� 0 0 0 D aDo PX. 0 DD aD ASPHALT ol D aD o \ \ \ VA VA VA VA VA VAA VAA VAA M FILTER SAND o 0 / NOTE: REFER TO ARCHITECTURAL SITE PLAN PAVEMENT 0 z o } Q NOTE: REFER TO ARCHITECTURAL SITE PLAN FOR CONSTRUCTION SPECIFICATIONS z Q a m o REFER TO ARCHITECTURAL SITE PLAN FOR CONSTRUCTION SPECIFICATIONS � Ir0z -j Z � iipomw " O FOR CONSTRUCTION SPECIFICATIONS ROLLED CURB AND GUTTER POND VOLUME= 3,060 C.F. o J w z o U) ( VSLcERTICAL CURB AND GUTTER (D0NCRETE BARRIER CURB 8 SCALE:N.T.S. &LR-AINAGE SWALE DETAIL RCA TORMWATER POND W J � � u ° w `° 6 SCALE:N.T.S. SCALE:N.T.S. 10LE:NTS w ° o g J 2 0 N.T. _ z Q co O_ 0 Q pW Lu °2 W > p 0� w Z J W m U Q Q W Y = � Zp (n w Er tY pp W J W D H 2 Z O � 0U) < U) O Z VARIES - SEE PLANS B 5' A OBSERVATION WELL /1 ^ 12" MIN. _I z ui n CATCH BASIN INLET AND BASE Q 4 1:2 GROUT ui COLLAR 12" PERFORATED PVC Q 12" TEE INSTALL SOLID CAP AT END � O OF PERFORATED PIPE J o � C�C Q o INLET OUTLET G Q B U7 01 STORM DRAIN INLET OR PLAN MANHOLE PER PLAN Z z Q Lu 0 w 4 0— _ ° OBSERVATION WELL O Q a WRAP TOP AND SIDES OF 12" PERFORATED PVC PER ISPWC SD-627 J ui 9TRENCH WITH GEOTEX 351 w LLI w ° d FILTER FABRIC < Q ° � d d e 4 mar as uj Ld Ld CE W 0 SOLID WALL PVC PIPE Z v w z f 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 0 0 0 0 m I I0 0 0 0 co w g w g WRAP TOP AND SIDES OF TCH BASIN WITH TEE INSERT O O� TRENCH WITH GEOTEX 351 GOLAw Q w FILTER FABRIC 0 SCALE:N.T.S. (n (n 12" MIN. 2" WASHED DRAIN ROCK 12" PERFORATED PVC W `o 0 m° `� FILTER SAND IN ACCORDANCE FILE : 10-17-166 C-501 s WITH ISPWC SECTION 801, - m VAIES EXCAVATE TO FREE DRAINING SANDS AND GRAVEL (TYP) SEER RPLAN OR ASTM C-33 WHICHEVER JUB PROJ.#:10 17-166 m w MAXIMUM — SEE SOILS REPORT. IF GROUNDWATER IS ENCOUNTERED MAXIMUM = IS MOST STRINGENT. DRAWN BY: EE o w GROUNDWATER THE CONTRACTOR SHALL NOTIFY THE ENGINEER GROUNDWATER DESIGN BY: JEB 2 J IMMEDIATELY FOR POSSIBLE REDESIGN OF THE SEEPAGE o W ELEVATION ELEVATION CHECKED BY: JEB a: w BEDS. FILTER SAND IN ACCORDANCE ONE INCH 2 p WITH ISPWC SECTION 801, Q m OR ASTM C-33 AT FULL SIZE, IF NOT ONE v INCH SCALE ACCORDINGLY T o SECTION A-A SECTION B-B LAST UPDATED:6/29/2018 Co N r SHEET NUMBER: N -o GSEEPAGE BED SECTION o U SCALE:N.T.S. -501 o � d p 1 2 GENERAL SHEET NOTES ARCHITECTURE / DESIGN / INSPIRATION A. SITE PLAN SHALL BE DESIGNED & BUILT TO CURRENT DPM STANDARDS B. DIMENSIONS ARE TO FACE OF CURB, OR WALL, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED C. ALL CURBS AND ACCESSIBLE RAMPS WILL BE DESIGNED AND BUILT ACCORDING D E K K E R TO THE CITY OF MERIDIAN STANDARDS D. STREETS, PARKING SPACES AND ASSOCIATED DRIVES TO BE ASPHALT UNLESS NOTED OTHERWISE E. SITE PLAN SHALL COMPLY WITH LOCAL, FEDERAL ADA STANDARDS & GUIDELINES P E R I C H F. STANDARD PARKING SPACES 9'-0"X 20'-0", HANDICAP PARKING SPACES 9'-0"X 20'-0"ACCESSIBLE PARKING DETAIL. ACCESSIBLE PARKING TO COMPLY WITH IBC-2015 SECTION 1106.6. G. DESIGN WILL COMPLY WITH 2O15 INTERNATIONAL FIRE CODE APPENDIX B,C&D SABATINI H. ALL RADII ALONG FIRE LANE SHALL BE 28'-0" p I. FIRE ACCESS LANES SHALL BE MARKED FIRE LANE ON BOTH SIDES WHERE APPLICABLE J. FDC SHALL BE WITHIN 100 FEET OF A HYDRANT K. SLOPES WILL NOT EXCEED 10% IN GRADE FOR ANY FIRE ACCESS ROADS L. WATER IS DIVERTED AWAY FROM BUILDING WALLS AND FOUNDATIONS BY SLOPING THE EXTERIOR GRADE AWAY FROM THE BUILDING —� --T-� M. ALL DWELLING UNITS WILL BE LOCATED ALONG AN ACCESSIBLE ROUTE THAT 7601 JEFFERSON NE, SUITE 100 LINKS ALL BUILDINGS AND COMMON AREAS AROUND THE SITE ALBUQUEROUE, NM 87109 N. ALL TYPE "B" UNITS ALONG AN ACCESSIBLE ROUTE SHALL BE ADAPTABLE UNITS, o %� \ ALL GROUND FLOOR UNITS UNLESS NOTED AS 'TYPE A' SHALL BE 'TYPE B' UNITS 0. ALL BUILDINGS HAVE HIGHLY VISIBLE SIGNAGE WITH CONTRASTING COLORS THAT Y b ARE LIT FROM DUSK TILL DAWN AS WELL AS DAYLIGHT HOURS 505.761 .9700 / OPSOESIGN.ORG i — "I a�aR P1RR .R I P�� . 1 I ARCHITECT 1 106 104 102 Ir—,I I II!l�.f1r 1 I 208 1 206 2041 202 -%v 't r I 308 306 304 02 I 10 105 03 01 Ii i1 I I _ Y 1 A •� •• � 207 205 1 203 -305 303LUL 1 I I •ice'• •*�3 I 1� ap,; I I07.06.2018 ENGINEER N N N N M o 0o OooI - I NM N co I I I I I w5� 1 - r I CD CD oNOM I I- .° I I I I I I o00 NM 0JO I I II I- I PROJECTI IF-1 F F-- MATCH LINE AS405 s H S4051 r1MAm I 404MATCH LINE AS403 I / O � q :I 9 ' - -r — — = m / 101 103 105 J 201 203 205 207 H 201 203 205 207 co 301 303 05 307 � ' 3 30 05 307 CID Q0 102 104 06 108 102 104 06 108 r 202 204 2061 208 ¢ 202 1204 1 2061 208 302 304 306 308 z" W . 302 1304 3061 308 •Q \� \� rr ARR ° • T T z rPARR P� PaR ()Pill a - Pl-�_�. �aR P�RR i W > (a r ° ° � ° r — —0 _0 �° r• :3 'C k \ , / JACKSON DRAIN R ^, MATCH LIN 3 R 77`77 _/ _ _ _ _ _ _ _ _ MA CH LINE AS404 W VJ MATCH LINE AS 01 / PRa PRa PRR P . A, PRI= P,R,. PlRR � P�,�: �— � PRR LINE AS402 •— / --- W 108 1 UID I 1 U14 1 IU2 ;- I E� 6 i 0 / 208 1 206 1 204I 202 C 208 �206 1 204 202 308 3 6 04 302 1 3 8 30 304 302 % I A �� - - - - - - - - - - - �\ / uj / lov1 1 01 7 05 103 101 z / I � - - - - - - - - - \ E. USTICKRD. �07 205 � 203 201 � 207 0� � 203 201 / r � P\ i 0 301 i 307 0 303 301 / 7 ^ o — — — — __ PERMIT SET I [3 p d �� - - - - - - - - - - - - - - - - - - - - - - - - —� - - - - - - - - - - - - -lam - - - O D ��/. �\ /�� i c m REVISIONS — — — — — — — — — — — — - — — — — — — — — — — — — — —_� — — — — — — — — — — — — — — — — — T — — — — aaa -n m L� 771iij N191 E FF 1 7- 7 _ _ _ _ 0 o 11 . o i —i - i I NJ I i m E. FAIRVIEW AVE. .RR w w 00 Cry _ �� -L. L� L � � I a � L� Ii 1 I L \� - - - - - - - - - - - - - - - - - - - - - - - / - - - - - - - - - - - - - - - - - - - - - - 1 I O O ID O SITE w N N DRAWN RAWN BY 1 1 I ° 1 E—t CD 0 0 00 E. PINE AVE. REVIEWED BY w w w � � j /A 201 203 205 207 B 201 203 205 2071 C 201 203 205 207 1 I i I 30 303 3 5 307 30 3 3 3 5 30 301 303 395 307 I I DATE 07/06/2018 N W N - — a ° o 0 0 0 0 o I PROJECT NO. 17-0140 10 104 6 108 10 1 6 08 1 104 6 108 I I N N N I 202 1 204 206 1 208 2& 1 204 206 2081 204 206 208 1 I i - 302 304 306 308 302 304 306 308 302 304 306 308 DRAWING NAME 1 — — — I I �. .� —i - - - - - - - - - - - - — � — ARCHITECTURAL .,a r .ERR P�Ra PARR o o . � �. ------------------Q — I �I ❑ SITE PLAN L_ oa PARR _—�Ra PARR PARR P�R .•a a a 000a § MH EAST STATE AVENUE _ _ = W-----W----- -----W---- W ----W-----Wax"=-166i&-- W---- / ---w-----W— — W ---W ----W-----_W-----_Wr—_--W---_--W---_ W —_— —W--p --W-----WEB ssDDr— r-- Nv® ss-----ss-----ss— ---ss-----ss-----ss-----ss—--c* s<----SS�S --ss-----ss-----ss--- —ss--- —ss--- —ss-- — g----r ss-----ss--— Z603.95--ss ---ss-----ss-----ss ----ss-----ss -- —ss-----ss----r ss EX SSMH 0 2000' 4000' SHEET NO. ARCHITECTURAL SITE PLAN A l 1" = 60'-0" 0 60' 120' AS101 OF 2 4 1 3 --- --- ----- ----- - - - - - - - - - - _ - - - - -- -------- GENERAL SHEET NOTES ARCHITECTURE I DESIGN / INSPIRATION - --- ` - ---------___ `---------------- _- _----- ___--------- _�---,----�_ A�9Q��- A. DIMENSIONS ARE TO FACE OF CURB, OR WALL, OR EDGE OF PAVEMENT UNLESS m �-w -1T� m_�J•�r � � w __=� H■ _ - ------------------- _�____1__= >t ice- -�f�-E� -0 OTHERWISE NOTED --- -- ___ __ ------ __ -------- -- _______ --------- _------------- ---- --------------------- - ------------------------------------------------- -- ----_----------- --- B. TO BE DESIGNED AND BUILT ACCORDING TO =--------------- - _ --- --------- - _-------------------- ------------ --------------------------_-_ ---- _ -----------_______________-------- 20 21 _ ___ __ THE CITY OF MERIDIAN STANDARDS x ---- - -- -- - - - ----------- ---- f _____-_-_--------_____- _- _- -_-___----_________ _--__ --________________- __-__- - - - - - - - ----- - - - - - - - - - - - - - - rt_-- -- C. STREETS, PARKING SPACES,AND ASSOCIATED DRIVES TO BE ASPHALT UNLESS ----- - -------aa----- ---_�R -,Ra - - 23 °Ra °aa °� °aa MR ° -� 26 °� °aa °aR °aa °aR °� � NOTED OTHERWISE D E K K E R -----_--_--------- _ _-------21 -°-----_ - - - - -14.00 _ -------- ------ - - D. SITE PLAN SHALL COMPLY WITH LOCAL, FEDERAL ADA STANDARDS & GUIDELINES - ---' -. -x-x-.- -x TYP --- 17 E. STANDARD PARKING SPACES 9'-0"X 20'-0", HANDICAP PARKING 12.00 _ _ --\ SPACES 9'-0"X 20'-0"ACCESSIBLE PARKING DETAIL. ACCESSIBLE PARKING TO cl?p M � % 23 6!0 � SPA o ----- 20.00 COMPLY WITH IBC-2009 SECTION 1106.6. P E R I C H F. DESIGN WILL COMPLY WITH 2O15 INTERNATIONAL FIRE CODE APPENDIX B,C&D. 00 I I - _ - - - - G. ALL RADII ALONG FIRE LANE SHALL BE 28'-0" >- i ' , ■ H. FIRE ACCESS LANES SHALL BE MARKED FIRE LANE ON BOTH SIDES WHERE 3 I I 38 APPLICABLE. SABATINI S m 3 ' / 22 I I I El I. FDC TO BE LOCATED WITHIN 100 FEET OF A HYDRANT 0 J. SLOPES NOT TO EXCEED 10% IN GRADE FOR ANY FIRE ACCESS ROADS. 48.00 I I i I 38 ■ K. ALL BUILDINGS HAVE HIGHLY VISIBLE SIGNAGE WITH CONTRASTING COLORS LIT FROM DUSK TILL DAWN AS WELL AS DAYLIGHT HOURS L. ALL ELECTRICAL TRANSFORMERS AND METER BANKS ARE SCREENED PER CITY 2 3 p I REQUIREMENT, REF: LANDSCAPE FOR LOCATION / CLUBHOUSE p o ! SUITE 100 39 POOL M I _ i' JEFFERSON NE, 0 SHEET KEYED NOTES 76UI ALBUQUERQUE, NM 87109 i 30 / 6.00 I I NOT ALL NOTES ARE USED ON THIS SHEET. 505.761 .9700 / DPSDESIGN.ORG / 25.75 I i a r 6.00 10.0p I I 1. PROPERTY LINE o I I 2. PHASE LINE i o I I 3. 4"THICK CONCRETE SIDEWALK, REFER TO SITE PLAN FOR DIMENSION ARCHITECT r 1 I 4137 I 4. 10'-0"WIDE PUBLIC MULTI-USE TRAIL, ASPHALT PAVED Vof-. 22 ,' I I ' 5. ACCESSIBLE CONCRETE CURB RAMP, TYPICAL a� � . I 1 10 31 ❑❑ ❑❑ 6.00 6.00 3 I I 7. 6'0" HIGH DORNAMENTAL POOL ENCLOSURE FENCE. REFER TO D1/AS502 FOR DETAIL � � � 6.00 I I ,' 8. MONUMENT SIGN PER CITY REQUIREMENTS. ADDRESS NUMBER 12" LETTER w dL 1 ---- 27 i I 19 ' MINIMUM PER IFC REQUIREMENTS, REF: Al AND A2/AS502 FOR DETAILS + I 1 [IFL - --- - - - 9. NOT USED y 4 o o �' 10. T-4"' HIGH, 8" INTEGRALLY COLORED CMU REFUSE ENCLOSURE. REF: TO B4, B5, C3, or- r. 34 1 10.00 I o % 0 O AND C4/AS502 FOR DETAILS }+ --i, i+� � I 1 16 10 .00 '9.00 6.00 99.00 7.00 47.00 11. CARPORT COVERED PARKING, 240 SPACES TOTAL. PROVIDE POWER FOR � , 33 1 I 8 o \ . OVERHEAD LIGHTING. ��#r�11y4titik o �.. 12. VERTICAL BICYCLE RACK, 1 PER 2 BUILDINGS FOR 20 TOTAL BIKE PARKING SPACES. 3 { 37 rl �L N \ �\ REF: C2/AS502 07.06.2018 5 O+-O 11 + 10 \\ 9)4 1 13. OUTDOOR GRILL AREA ON COMPACTED GRAVEL WITH PARK STYLE CHARCOAL ENGINEER GRILL AND OPTIONAL SHADE STRUCTURE OR COVER _ - -� - - - - _ 14. GARAGE BUILDING OR CARPORT PARKING, 9 SPACES (SPACES CALCULATED TO BE i I ---- ' ' 2.50 RAD 2.50-kAD �\ 10'X 20' MIN.) _ 80. 0 RADA RAD It- 2.50 15. PHASE 2 OPTIONAL FITNESS BUILDING AND/OR SPORTS COURT/PLAY EQUIPMENT SITE AMENITY _/___ ® N 5 5 5 \\ � -'--, 11 � 11 ' N �� 16. CLUSTER MAIL BOXES WITH PARCEL BOXES (PACKAGE MAILROOM LOCATED INSIDE OF CLUBHOUSE), LIT FROM DUSK UNTIL DAWN. REF: B1/AS502 FOR DETAILS I 0 W ENTRY - - - \------------ ----- _ _ _ _ _ _ - - - - - - 2.50 RAD - - - - - - -� �- 17. IRRIGATION LINE, REF: CIVIL --�--� -t - - - - - - - - - - - - - - - - - - C - - - - - - - 18. FIRE APPARATUS ACCESS ROAD \ / 12 12 2 50 R D� 19. GRID BLOCK WITH TURF FIRE ACCESS ROAD, APPARATUS BUMPER IMPACTS f COLLAPSIBLE BOLLARD TO PREVENT VEHICULAR TRAFFIC 0 \ o p-Q ' 20. POOL AND SPA, TO BE PERMITTED SEPARATELY o 0 0 0 00 0 LJ + / . 21. T-4" MIN, 8" CMU INTEGRALLY COLORED POOL EQUIPMENT ENCLOSURE WITH 6'-0" `� ORNAMENTAL GATE, OPEN TO AIR. REF: B5 AND C4/AS502 FOR DETAILS 10 22. POOL ENCLOSURE GATE TO MEET POOL BARRIER REQUIREMENTS PER CODE. REF: PROJECT 0 \\ \\ 28.00 RAD D3/AS502 FOR DETAIL 23. 6'-0"OPEN VISION FENCE ALONG JACKSON DRAIN, REF: D5/AS502 \ 35 o ■ 24. ACCESSIBLE PARKING SIGN. REF: B2/AS501 ( I + 25. ACCESSIBLE PARKING. REFER TO B3 AND B4/AS501 FOR DETAIL 26. T-6" HIGH, PRIVACY SCREEN FOR 80 SF PATIO/BALCONY, REF: B3/AS502 OPTIONAL ` \ 27. CONVENIENCE BICYCLE RACK, REF: C5/AS502 J 34 \` \\ \ 10 .00 117.00 o / 28. DIRECTORY MAP, LOCATED AT ALL DRIVE ENTRIES \ 29. POOL DECK DRAIN f R \ \ o i ' 30. 6'-0" HIGH PRIVACY SCREEN AT MAINTENANCE. REF: B3/AS502 °'RR o o LL o N % / 31. CLUBHOUSE WITH PROPERTY MANAGEMENT OFFICES, MAINTENANCE SHOP AND STORAGE,AND FITNESS FACILITY 12 + / 12 + / /// 32. BELOW GRADE DRAINAGE STRUCTURE, REF: CIVIL = ---__ � -- _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - -- �� - - - - - � 33. EXISTING CURB WITH30' RETURN, REF: CIVIL m I 28.00 RAD 34. EXISTING RAMP, REF: CIVIL J - - - - - - - - - - - - - - - - - 2.50RAD -- -- \ 2.50 RAD i 35. CURB OPENING, REF: CIVIL (� o i / 36. "NO PARKING" SIGN ALONG BOTH SIDES OF NORTH WEBB WAY, REF: C2/AS501 N 5 25 11 C / ' 37. ELECTRICAL TRANSFORMER WITH SCREEN, REF: LANDSCAPE 5 6.00 10.00 20.00 38. ELECTRICAL METER BANK WITH SCREEN. REF: LANDSCAPE FOR SCREEN LOCATION G 0 SETBACK ' g Op 39. PLAZA WITH COMMUNITY GRILL (� -/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40. EXISTING MAINTENANCE ROAD WITH GRAVEL IMPROVEMENTS, REF: LANDSCAPE 0 -0 TYP - - - - - - - - - - - - - - - - - - - -ice 2.50RAD - - - I 80.00 R/AD i 41. LANDSCAPE AREA z in p_.p i 8 �.J 11 f 12 + 4 42. 20'-0" LANDSCAPE BUFFER. REF: LANDSCAPE SHEETS ' t ' '> � I o i p 43. FIRE RISER ROOM W .- 0 (� o i po 44. ELECTRICAL ROOM 5 '- N i N ' 45. CONCRETE HEADER CURB ` 3 ,c 3 99.00 6.00 117.0/0 8T0 46. CONCRETE CURB AND GUTTER -� 13 47. CONCRETE SIDEWALK CONTROL JOINT, REF: B1/AS501 CC 0 48. PAINTED CURB NOTING FIRE LANE, REF: C2/AS501 O 10.00 RAD C° 49. DIRECTIONAL PAVEMENT ARROW, REF:A4/AS501 J \� 6.00 26 6.00 T 6.00 6.00 50. STOP SIGN, REF: B2/AS501 W B 114.60 TYP 197.62 24 i o 51. PAINTED PEDESTRIAN CROSSWALK, REF: C1/AS501 � r 52. NOT USED 1 37 r � ,�' 53. PAINTED LANE STRIP w I ,� 54. PAINTED PARKING STRIPE ui _ __ --- ----- ------30.00 ■ LEGEND z -------------------- ---- --------------------- - -------------__ - - PROPERTY LINE SETBACK LINE PERMIT SET I I PHASE LINE 1 i 1 o r FENCE LINE I I� ■ REVISIONS ` ---------------- �5_251r - - - - - - - - - - FIRE LANE I CONVENIENCE BICYCLE RACK Y� 1 I I I i OPTIONAL VERTICAL BICYCLE RACK 1 8 cl) ' ACCESSIBLE PARKING �20' PARKING LOT LIGHT 1 I � FIRE HYDRANT OCARPORT SPOTLIGHT OO 10' PEDESTRIAN LIGHT - - _ --- FIRE DEPARTMENT CONNECTION AS405 DRAWN BY BL, MJH a --------------------''' o Q 17 32 ------ REVIEWED BY MJH, RW RR --'- r Ia PIRR KEY PLAN 3 °aa °RR °aa N W _-- - ----- ------ °Ra °RR ---reR °RR -----°------- Ra= DATE 07/06/2018 o ---- I r----- PROJECT NO. 17-0140 A `___ / / liad' ------ ---- ----- ----- ---- ---- ---- ' DRAWING NAME ENLARGED - _��- - ----- - -------- --- - SITE PLAN --__ - --_------ ------ - - AS403 ---------------------- - AS404 EAST STATE AVENUE __________________________________________��_ ------------------ ENLARGED w--- NORTH NORTH / Al SITE PLAN AS401 IL AS402 , I SHEET NO. 1'-20'-0" 0 10, 20' AS401 OF 3 5 1 4 GENERAL SHEET NOTES ARCHITECTURE I DESIGN / INSPIRATION --- L----- '��I I '' I j/ - --------------- _ f------ �IACKSON DRy4�------ ------- ------------------ ---------------------------------------------- --'J1QA'f H LINE AS 4 A. DIMENSIONS ARE TO FACE OF CURB, OR WALL, OR EDGE OF PAVEMENT UNLESS -------- ------------------ ------ --------_------ ---- - ---------- --------------- ------------------ OTHERWISE NOTED _� _��- -Ll��-�f -fi��-�� -��tJ•�� - T , �fi- AM- 45 - E ---------------�\\----------------- - - - - -- -- i■ 0 B. TO BE DESIGNED AND BUILT ACCORDING TO ----- ---- ---- ----- - - - - _ ---- ----- ---- -------------- - - - _ r __ ALL CURBS AND ACCESSIBLE RAMPS _ ------------- - - - _ _ _ P---------_ - -_-_ _- as \`- ----------------------------- RR PRR Paa P� Paa aRa C. SPACES, AND ASSOCIATED DRIVES TO B ASPHALT UNLESS RR �\ i THE CITY OF MERIDIAN STANDARDS _ P�aa PARR RR P�� PARR P�� 23 RR PARR P�RR a�Ra _____��______�R_��---- aRa P�RR P�RR � RR - -� I �\ �I i STREETS, PARKING A ASS D DRI E A HALT U D E K K E R I _ _,� _ _ _ /II NOTED OTHERWISE I��I 26 \ D. SITE PLAN SHALL COMPLY WITH LOCAL, FEDERAL ADA STANDARDS &GUIDELINES TYP 17 732 i i \ II II I E. STANDARD PARKING SPACES 9'-0"X 20'-0", HANDICAP PARKING SPACES 9'-0"X 20'-0"ACCESSIBLE PARKING DETAIL. ACCESSIBLE PARKING TO L-------------- �� I II COMPLY WITH IBC-2009 SECTION 1106.6. P E R I C H ' �� I i Ii i F. DESIGN WILL COMPLY WITH 2O15 INTERNATIONAL FIRE CODE APPENDIX B,C&D. ° 35 - I G. ALL RADII ALONG FIRE LANE SHALL BE 28'-0" ■ i 12 - \I I II i H. FIRE ACCESS LANES SHALL BE MARKED FIRE LANE ON BOTH SIDES WHERE __ APPLICABLE. SABATINI El 3 _-0-- ---- 0 0 0 74.00 RA I i I I. FDC TO BE LOCATED WITHIN 100 FEET OF A HYDRANT .25 13 -- r I I I II J. SLOPES NOT TO EXCEED 10% IN GRADE FOR ANY FIRE ACCESS ROADS. ■ j 8 ° 6 7 K. ALL BUILDINGS HAVE HIGHLY VISIBLE SIGNAGE WITH CONTRASTING COLORS LIT ° FROM DUSK TILL DAWN AS WELL AS DAYLIGHT HOURS o ' � _ - - - - - - - - - - - - - - - - - - - - - - - - - -1--- - - - - - - ,�' a I I I I L. ALL ELECTRICAL TRANSFORMERS AND METER BANKS ARE SCREENED PER CITY 2.50 RAD / \ I i I i REQUIREMENT, REF: LANDSCAPE FOR LOCATION 80.00 RAD i 14 i __ p ' ' ----- \\� 7601 JEFFERSON NE, SUITE 100 2.50 RAD O SHEET KEYED NOTES ALBUQUERQUE, NIA 87109 308.66 / L - - / - - - - - - / - - - - - - - - - \ , / NOT ALL NOTES ARE USED ON THIS SHEET. / r28OO - - - - _230�6 - - ' \ 505.761 .9700 / DMESIGN.ORG _ - 7° + \ ,' 1. PROPERTY LINE IR R „RR2. PHASE LINE/ 0 0 0 0PIRR � I� , 3. 4"THICK CONCRETE SIDEWALK, REFER TO SITE PLAN FOR DIMENSIONARCHITECT / 4. 10'-0"WIDE PUBLIC MULTI-USE TRAIL, ASPHALT PAVED u u u u2.50 R D 5. ACCESSIBLE CONCRETE CURB RAMP, TYPICAL p6. NOT USEDo 7. 6'-0" HIGH ORNAMENTAL POOL ENCLOSURE FENCE. REFER TO D1/AS502 FOR DETAIL2.50 RAD /00 28.0 RAD ' 8+ o �r 8. MONUMENT SIGN PER CITY REQUIREMENTS. ADDRESS NUMBER 12" LETTER3 + 0„� MINIMUM PER IFC REQUIREMENTS, REF: Al AND A2/AS502 FOR DETAILS _ + 5.78 RAD 9. NOT USED/L } ■ o o I ,' I 10. 7'-4"' HIGH, 8" INTEGRALLY COLORED CMU REFUSE ENCLOSURE. REF: TO B4, B5, C3, �- - --I Lt / / ,'� 1 / AND C4/AS502 FOR DETAILS ! 6.00 / / /,�' / I 11. CARPORT COVERED PARKING, 240 SPACES TOTAL. PROVIDE POWER FOR OVERHEAD LIGHTING. f ,1 M44ti1 \ ■ o 0 0 28.00 R D ' / / o o _ -- 0 0 0 / T 12. VERTICAL BICYCLE RACK, 1 PER 2 BUILDINGS FOR 20 TOTAL BIKE PARKING SPACES. ________ p I - 07.06.2018 � / / --- REF: C2/AS502 ■ 7 + ,' 9 // ,L +J g + 7 ,/ I i 13. OUTDOOR GRILL AREA ON COMPACTED GRAVEL WITH PARK STYLE CHARCOAL ENGINEER _ _____°_ it I GRILL AND OPTIONAL SHADE STRUCTURE OR COVER ' - / _ -- -- ----- I 14. GARAGE BUILDING OR CARPORT PARKING, 9 SPACES (SPACES CALCULATED TO BE - -� - - - - - - -2•56f�P` �� - - - - - - - - - - - - � 2.50RAD � 2.50RAD � II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 2.50 RAD / II i 10'X 20' MIN.) 2.50 RAD I p � / 4 I / I I I 15. PHASE 2 OPTIONAL FITNESS BUILDING AND/OR SPORTS COURT/PLAY EQUIPMENT ® 60.00 RAD / / I I I SITE AMENITY ■ ,/ �,'� 11 11 N \\ 3 16. CLUSTER MAIL BOXES WITH PARCEL BOXES (PACKAGE MAILROOM LOCATED INSIDE - j- -2�50 RAD- 2.50 RAD 2.50 RAD \ // I IRRIGATION CLUBHOUSE), LIT FROM DUSK UNTIL DAWN. REF. B1/AS502 FOR DETAILS 2.50 RAD _ - - - - - - - - - - - - - - - - - - - 17. IRRI ATION LINE, REF: CIVIL �- \ \\ 28.00 RAD 18. FIRE APPARATUS ACCESS ROAD 12 + + 9 ° + II I 19. GRID BLOCK WITH TURF FIRE ACCESS ROAD,APPARATUS BUMPER IMPACTS COLLAPSIBLE BOLLARD TO PREVENT VEHICULAR TRAFFIC 20. POOL AND SPA, TO BE PERMITTED SEPARATELY / ■ 10 / 0 0 0 00 0 0 ��P'RR�°'RR "RR RR "RR "RR "RR Paa 108 87 RR I i i 21. 7'-4" MIN, 8" CMU INTEGRALLY COLORED POOL EQUIPMENT ENCLOSURE WITH 6'-0" / 28.00 RAD N 32 R \ 10 \ �/ I ORNAMENTAL GATE, OPEN TO AIR. REF: B5 AND C4/AS502 FOR DETAILS PROJECT / 28.00 RAD \ I I 22. POOL ENCLOSURE GATE TO MEET POOL BARRIER REQUIREMENTS PER CODE. REF: II D3/AS502 FOR DETAIL ° III I 23. 6'-0" OPEN VISION FENCE ALONG JACKSON DRAIN, REF: D5/AS502 02.50 RA4 ° I I 32 6.00 p I ° 140 RAD I III 24. ACCESSIBLE PARKING SIGN. REF: B2/AS501 ° + ® i 35 35 coo 35 ® ° I 2.50 RAD 8 + I I 1 I 25. ACCESSIBLE PARKING. REFER TO B3 AND B4/AS501 FOR DETAIL o I I i 26. 3'-6" HIGH, PRIVACY SCREEN FOR 80 SF PATIO/BALCONY, REF: B3/AS502 OPTIONAL 2.50 RAD a \ I I I 27. CONVENIENCE BICYCLE RACK, REF: C5/AS502 J ■ I \ /I /I \ II 1 i 28. DIRECTORY MAP, LOCATED AT ALL DRIVE ENTRIES 29. POOL DECK DRAIN ■ \ 2.5Q'RA + � 0 10 .00 0 0 q o 0 50IRAD //I II ' � i 30. 6'-0" HIGH PRIVACY SCREEN AT MAINTENANCE. REF: B3/AS502 / �\ /� 31. CLUBHOUSE WITH PROPERTY MANAGEMENT OFFICES, MAINTENANCE SHOP AND ■ ° \ 12 g / / I I STORAGE, AND FITNESS FACILITY LL _ I ) II I I 32. BELOW GRADE DRAINAGE STRUCTURE, REF: CIVIL - - �� -1328 GRAD �_ - - - + + + / - / - - - / I - I i I 33. EXISTING CURB WITH 30' RETURN, REF: CIVIL m - - - - - - - - - - - - - - �.5@R�, - - - BOA$ - - - - - - - - _ \ I 11 / I 0 o I II I _ - - _ -2.50 RA - - - - I J _ � � - i i 34. EXISTING RAMP, REF: CIVIL N I - - I �� 35. CURB OPENING, REF: CIVIL ------ �� 36. "NO PARKING" SIGN ALONG BOTH SIDES OF NORTH WEBB WAY, REF: C2/AS501 37. ELECTRICAL TRANSFORMER WITH SCREEN, REF: LANDSCAPE 0 38. ELECTRICAL METER BANK WITH SCREEN. REF: LANDSCAPE FOR SCREEN LOCATION ■ 2.50 RAD \ 1 39. PLAZA WITH COMMUNITY GRILL (� -2•5Z RAD_ ' 9.00 - - - - - 2.50 RAD// - - - - - -2_50 RAD- I \ I I I 40. EXISTING MAINTENANCE ROAD WITH GRAVEL IMPROVEMENTS, REF: LANDSCAPE ,0 0 I \ I 41. LANDSCAPE AREA ' 4 + TYP 11 + + / 9 + \ I \ I I 42. 20'-0" LANDSCAPE BUFFER. REF: LANDSCAPE SHEETS 1 1 > � ■ �'' o a o \ I \ I I 1 43. FIRE RISER ROOM LJJ - .m o / \ \ \ 0 1 44. ELECTRICAL ROOM C ' } b I I I G 6.00 10 .00 N ~ 8.50 6.00 7.50 / 81 00 � \ _ - - - - - - ------_ p �i� 45. CONCRETE HEADER CURB � � ■ 28.00 RAD \i 2.50 RAD II / 46. CONCRETE CURB AND GUTTER U 0 47. CONCRETE SIDEWALK CONTROL JOINT, REF: B1/AS501 C 48. PAINTED CURB NOTING FIRE LANE, REF: C2/AS501 O M c ' + 6 /I i 49. DIRECTIONAL PAVEMENT ARROW, REF: A4/AS501 26 / 6.00 5 2.50 RAD I I I 50. STOP SIGN, REF: B2/AS501 W 0 B �� TYP // po I I I I I 51. PAINTED PEDESTRIAN CROSSWALK, REF: C1/AS501 I 52. NOT USED W 00 13 I I 0 53. PAINTED LANE STRIP 30.00 54. PAINTED PARKING STRIPE - - - - I 11 I I --- - - - III I 0 g , I , / I v I I I I I I I w 12 , ' III LEGEND ■ , I I I I I I ,I I G Z - - - PROPERTY LINE ■ _ - - / - 37.64 6.0 20.00 I 26.00 I 0 L6OO I I I II i SETBACK LINE PERMIT SET / I I I 9.02 11 II I PHASE LINE ■ oo , I I a ��' III i FENCE LINE REVISIONS - - - - - - - - - - FIRE LANE i ---------- -F---------�- -- - -------------------- 25, o i � I I ---------'' I I II «-» CONVENIENCE BICYCLE RACK I ■ i / <' '''// I I 37 0GIN 38 I I II III r OPTIONAL VERTICAL BICYCLE RACK °00 ,''/ I I 12 I II I i ACCESSIBLE PARKING �20' PARKING LOT LIGHT 108.69 FIRE HYDRANT 0CARPORT SPOTLIGHT OO 10' PEDESTRIAN LIGHT , II i I I 3 I I I FIRE DEPARTMENT CONNECTION ■ - - I z I 28 �I AS405 DRAWN BY BL REVIEWED BY MJH 17 Y KEY PLAN �RR p o Q 6.00 i / i po Q I DATE 07/06/2018 m 17 6.00 o m I co _ I I w II ,' �, PROJECT NO. 17-0140 ■ I / P", „RR p „aa ,� „� _ i I DRAWING NAME AI "R aaa o- PaR Paa PRR as RR � PRR R RR PRR PIaa PRR i i ENLARGED CD c:) p I / - ----------------------- p o -d- ------------------------ -------------- SITE PLAN �_ _ _ _ _ ' ----------------- ----------------------------------------------- -- - ------- 33 __ 33 - - ---- '-- -- ________ _ _ _ _ _ a �___________________ ------------- AS403 AS404 --��------ --_ - --------------------------------------------------- -- --------- ----- -------------- -- -------------------------- 34 �'� i I - - - - - - - - - - - ------------------ Q EAST STATE AVENUE W_____W___--W ---W--T-- -- ��----W-� "-----W-----Wes.----W-----W-----W-----W-- ----W-----W-====W== ____�=====w�___�w-----w-----W- W-----W-----W- W--- -----W p----.W----- -----W-----W--- -W-----W-----W-----W-----W-----W� - WF�C- � 1C - ENLARGED SITE PLAN NORTH NORTH AS402 SHEET NO. Al _ 0 20. AS401 200„ AS402 OF 2 3 4 5 2 3 GENERAL SHEET NOTES ARCHITECTURE / DESIGN / INSPIRATION A. DIMENSIONS ARE TO FACE OF CURB, OR WALL, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED B. ALL CURBS AND ACCESSIBLE RAMPS TO BE DESIGNED AND BUILT ACCORDING TO THE CITY OF MERIDIAN STANDARDS C. STREETS, PARKING SPACES,AND ASSOCIATED DRIVES TO BE ASPHALT UNLESS D E K K E R NOTED OTHERWISE D. SITE PLAN SHALL COMPLY WITH LOCAL, FEDERAL ADA STANDARDS &GUIDELINES E. STANDARD PARKING SPACES 9'-0"X 20'-0", HANDICAP PARKING SPACES 9'-0"X 20'-0"ACCESSIBLE PARKING DETAIL. ACCESSIBLE PARKING TO P E R I C H COMPLY WITH IBC-2009 SECTION 1106.6. F. DESIGN WILL COMPLY WITH 2O15 INTERNATIONAL FIRE CODE APPENDIX B,C&D. G. ALL RADII ALONG FIRE LANE SHALL BE 28'-0" H. FIRE ACCESS LANES SHALL BE MARKED FIRE LANE ON BOTH SIDES WHERE SABATINI D APPLICABLE. I. FDC TO BE LOCATED WITHIN 100 FEET OF A HYDRANT J. SLOPES NOT TO EXCEED 10% IN GRADE FOR ANY FIRE ACCESS ROADS. K. ALL BUILDINGS HAVE HIGHLY VISIBLE SIGNAGE WITH CONTRASTING COLORS LIT FROM DUSK TILL DAWN AS WELL AS DAYLIGHT HOURS L. ALL ELECTRICAL TRANSFORMERS AND METER BANKS ARE SCREENED PER CITY REQUIREMENT, REF: LANDSCAPE FOR LOCATION JEFFERSON NE, O SHEET KEYED NOTES 7601 ALBUQUERQUE, NMITE 871109 NOT ALL NOTES ARE USED ON THIS SHEET. 505.761 .9700 / DMESIGN.ORG 1. PROPERTY LINE 11 2. PHASE LINE ARCHITECT 3. 4"THICK CONCRETE SIDEWALK, REFER TO SITE PLAN FOR DIMENSION I I I 4. 10'-0"WIDE PUBLIC MULTI-USE TRAIL, ASPHALT PAVED fl/fj## 5. ACCESSIBLE CONCRETE CURB RAMP, TYPICAL • 6. NOT USED #` 7. 6-0" HIGH ORNAMENTAL POOL ENCLOSURE FENCE. REFER TO D1/AS502 FOR DETAIL • 1 I I I 8. MONUMENT SIGN PER CITY REQUIREMENTS. ADDRESS NUMBER 12" LETTER ; MINIMUM PER IFC REQUIREMENTS, REF:Al AND A2/AS502 FOR DETAILS 9. NOT USED S / 1 10. T-4"' HIGH, 8" INTEGRALLY COLORED CMU REFUSE ENCLOSURE. REF: TO B4, B5, C3, j AND C4/AS502 FOR DETAILS ] +Ae K 4* 11. CARPORT COVERED PARKING, 240 SPACES TOTAL. PROVIDE POWER FOR MATCH LINE AS405 i i i i OVERHEAD LIGHTING. ♦ / fill Wyk �� ■ ■ ■ ■ ■ ■ ■ ■ ■ 07 ■ 3 ■ mi6m 12. VERTICAL BICYCLE RACK, 1 PER 2 BUILDINGS FOR 20 TOTAL BIKE PARKING SPACES. REF: C2/AS502 07.06.2018 2.50 RAID i 2.50 RAD i I ® 13. OUTDOOR GRILL AREA ON COMPACTED GRAVEL WITH PARK STYLE CHARCOAL ENGINEER \ 1 2.50 RAID1 Q GRILL AND OPTIONAL SHADE STRUCTURE OR COVER 5.0p/R \ \ + + i + o + i z 14. GARAGE BUILDING OR CARPORT PARKING, 9 SPACES (SPACES CALCULATED TO BE + oo \ I I c5 I :3 10'X 20' MIN.) 15. PHASE 2 OPTIONAL FITNESS BUILDING AND/OR SPORTS COURT/PLAY EQUIPMENT / \ SITE AMENITY 16. CLUSTER MAIL BOXES WITH PARCEL BOXES (PACKAGE MAILROOM LOCATED INSIDE 33 + 28.00 RAID OF CLUBHOUSE), LIT FROM DUSK UNTIL DAWN. REF: B1/AS502 FOR DETAILS c / / M• � \ � �0 28.00 RAID / / 17. IRRIGATION LINE, REF: CIVIL \\ 34 / \ \\ / / / I 18. FIRE APPARATUS ACCESS ROAD 19. GRID BLOCK WITH TURF FIRE ACCESS ROAD,APPARATUS BUMPER IMPACTS 36 5.00 RAID \ / COLLAPSIBLE BOLLARD TO PREVENT VEHICULAR TRAFFIC \�\ f 2.50 AD � \\ 28.00RAD - - - - - - - - - - - - - - - - - _ /-��- - - - - 7 20. POOL AND SPA, TO BE PERMITTED SEPARATELY 21. T-4" MIN, 8"CMU INTEGRALLY COLORED POOL EQUIPMENT ENCLOSURE WITH 6'-0" ORNAMENTAL GATE, OPEN TO AIR. REF: B5 AND C4/AS502 FOR DETAILS PROJECT \\ 5 / 18 18 22. POOL ENCLOSURE GATE TO MEET POOL BARRIER REQUIREMENTS PER CODE. REF: 28 oo \ �'� D3/AS502 FOR DETAIL \ 2.50 RAID i/ \ 23. 6'-0"OPEN VISION FENCE ALONG JACKSON DRAIN, REF: D5/AS502 2.50 RAID \ / N _ 24 ACCESSIBLE PARKING SIGN REF B2/AS501 - - - - - - - - - - - - - - - - - - - - - - - 5400 ) -_ - - -0 \ 25. ACCESSIBLE PARKING. REFER TO B3 AND B4/AS501 FOR DETAIL 0 8 9 -� J o 9 00 f 26. 3' 6" HIGH, PRIVACY SCREEN FOR 80 SF PATIO/BALCONY, REF: B3/AS502 OPTIONAL J ----- / _ - -------- / / o' \ . 27. CONVENIENCE BICYCLE RACK, REF: C5/AS502 `o`. 28. DIRECTORY MAP, LOCATED AT ALL DRIVE ENTRIES o \ o Q o o N ` h 29. POOL DECK DRAIN 7200 6 00 81.00 30. 6'-0" HIGH PRIVACY SCREEN AT MAINTENANCE. REF: B3/AS502 31. CLUBHOUSE WITH PROPERTY MANAGEMENT OFFICES, MAINTENANCE SHOP AND \ S ♦ -- -" STORAGE,AND FITNESS FACILITY LL to 32. BELOW GRADE DRAINAGE STRUCTURE, REF: CIVIL ; \\\ ♦ --- - 33. EXISTING CURB WITH 30' RETURN, REF: CIVIL it- _ \\\\ 3 / 6.00 26 6.00 _- i 34. EXISTING RAMP, REF: CIVIL J 311.92 3 TYP. o • 35. CURB OPENING, REF: CIVIL ` ♦ co i 36. "NO PARKING" SIGN ALONG BOTH SIDES OF NORTH WEBB WAY, REF: C2/AS501 L O O ♦ - i • 37. ELECTRICAL TRANSFORMER WITH SCREEN, REF: LANDSCAPE 0 38. ELECTRICAL METER BANK WITH SCREEN. REF: LANDSCAPE FOR SCREEN LOCATION Q 39. PLAZA WITH COMMUNITY GRILL c: (� ♦ ♦ / _ _ _ _ i '� 40. EXISTING MAINTENANCE ROAD WITH GRAVEL IMPROVEMENTS, REF: LANDSCAPE 0 -0 ` ♦ i ;� 41. LANDSCAPE AREA z ( ) i • 42. 20'-0" LANDSCAPE BUFFER. REF: LANDSCAPE SHEETS u 1 � c:♦ I 43. FIRE RISER ROOM '- (� 13 \- - - - - 44. ELECTRICAL ROOM '- `\� § ♦800 - i (� 45. CONCRETE HEADER CURB ^^ 46. CONCRETE CURB AND GUTTER L.L U) (3) 15 47. CONCRETE SIDEWALK CONTROL JOINT, REF: B1/AS501 O C \ \\ 35 00 / 48. PAINTED CURB NOTING FIRE LANE, REF: C2/AS501 c') c CDi � 49. DIRECTIONAL PAVEMENT ARROW, REF: A4/AS501 `�_---------- 50. STOP SIGN, REF: B2/AS501 w \\ �, ♦ p0 ----- 51. PAINTED PEDESTRIAN CROSSWALK, REF: C1/AS501 \ ---------------------\\\ .00 38 i M 52. NOT USED `\ Q 36 ♦ \ / i 53. PAINTED LANE STRIP W �' \ 3 i 54. PAINTED PARKING STRIPE 3 AR 18 I LEGEND z � i O - - \ , 17 PROPERTY LINE SETBACK LINE--- PERMIT SET \\ ♦ / RR /// PHASE LINE O \\\ ♦ / RR -----------��` PRa Paa PRa \\R_ - P� r/ oaa P� Paa R as RR aa_Ra P o- 0 o FENCE LINE REVISIONS S \ \ ♦ --- D \ ♦ / � - - - - - - - - - - FIRE LANE O «-» CONVENIENCE BICYCLE RACK \ ___ 23 % ran OPTIONAL VERTICAL BICYCLE RACK hR ♦ \ /-- -% Esc===--\\ % -____ - --___ & 'L ® % % ACCESSIBLE PARKING �20' PARKING LOT LIGHT / _____ ---- ----- ---- ---- -__ _ - - -- ---- -- ----- - - - - --------------------------- --- ------- \ - - X % - - - - - - - - ---------- _ --- - - - --_-__-_ _ I----- - - - - FIRE HYDRANT QCARPORT SPOTLIGHT 0 PEDESTRIAN LIGHT �'- - --- ___-_- -------------------------------------------------------------------------- --- ----------- \i \\I i /i/i \� \�� O 1 ' -_--_----- --------------------------------------------------------------------- ---------- - - I\r- _ -- --_---------- _ __ --------------- _ ----_-__- =-� �-----=----_----_ _ - - �l /� \:Ui�� \\ FIRE DEPARTMENT CONNECTION DRAWN BY\ _' / / \\ / \ \ \ / i ---------------------' \ \ _ JACKSON DRAIN _ REVIEWED BY �\\\ ♦�` �I�I ��-----� ----_\ �' \\ `\\```\--- F MJH, RW 3 ----------------------------- - ---- ------------ - - =-------_-_--------------_-_-----------_-_-_---------_- ---------- - _-_-_-_-_-------------- KEY PLANDATE 07/06/2018 `----------------- ----y- / - �� - ---- --- ------ ------= _-_--------------_----------- _------------ ------------------ ---- - ---__ ----------------------------------------- _ ---- -___-- --_ -_ �\\ - - ----- -- _ --- --- -___--__--__ •_ ____ __ T-=------------- PROJECT NO 17 0140 _ ----- _ -------------------- ---- _ -- --- - _ _-- _ - -- --- �� _______- -__--_-_--- -_- --- ---_-_ __ __- --------------- ` _-��-- -- - ------------------------------------------=C------------ --_-----__-__-- /� _ _-- -� --_-_-----_--_------------------------------------>�----- __--_- -!_-__--_-------------- _____---------- ___-___-_-_ ---- -- - A -- - ---=---------------- _ y - --- -- ------- ----------------- --- DRAWING NAME ------------------------------- ---- - --------------------- -------- ------------------------------- ---------------------------------- --- --------- -------- - - - ---------- ------------------ --------------------------- - / - ------- ----------- - - - - - - - - - - - - - - - - - - - - - - - -------- -------------- - �, - - - ,__V V__- ------ ----------- --- ------- - --------- �f __� ENLARGED ---------------- --------------------- ---_------------------------ _��----- ----------------------------------- - SITE PLAN =-- ---'__-____=- - ______________---_--_-___________________----------------__----____--__--------------------____--__------ ----- ---- ---------11AE�TCH 9�-- ---- ----------- --- � -- -- ---- ---- ---- ---- --- --- ---------- ------------ -- --- ---- -------- --- ------ ---------- ---------- --------------- -- ------- -------------------- ------ ------------------ ---- - - - -- ------------ ,_ _ -_ - ------------- .------- --------- -- --------------- �------------------- - ---------------- ENLARGED SITE PLAN NORTH NORTH AS402 SHEET NO. Al _ 0 20' AS401 1 -2 - AS403 OF 2 3 4 5 GENERAL SHEET NOTES ARCHITECTURE / DESIGN / INSPIRATION A. DIMENSIONS ARE TO FACE OF CURB, OR WALL, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED B. ALL CURBS AND ACCESSIBLE RAMPS TO BE DESIGNED AND BUILT ACCORDING TO THE CITY OF MERIDIAN STANDARDS C. STREETS, PARKING SPACES, AND ASSOCIATED DRIVES TO BE ASPHALT UNLESS D E K K E R NOTED OTHERWISE D. SITE PLAN SHALL COMPLY WITH LOCAL, FEDERAL ADA STANDARDS & GUIDELINES E. STANDARD PARKING SPACES 9'-0"X 20'-0", HANDICAP PARKING SPACES 9'-0"X 20'-0"ACCESSIBLE PARKING DETAIL. ACCESSIBLE PARKING TO P E R I C H COMPLY WITH IBC-2009 SECTION 1106.6. F. DESIGN WILL COMPLY WITH 2O15 INTERNATIONAL FIRE CODE APPENDIX B,C&D. G. ALL RADII ALONG FIRE LANE SHALL BE 28'-0" H. FIRE ACCESS LANES SHALL BE MARKED FIRE LANE ON BOTH SIDES WHERE SABATINI APPLICABLE. I. FDC TO BE LOCATED WITHIN 100 FEET OF A HYDRANT J. SLOPES NOT TO EXCEED 10% IN GRADE FOR ANY FIRE ACCESS ROADS. K. ALL BUILDINGS HAVE HIGHLY VISIBLE SIGNAGE WITH CONTRASTING COLORS LIT FROM DUSK TILL DAWN AS WELL AS DAYLIGHT HOURS L. ALL ELECTRICAL TRANSFORMERS AND METER BANKS ARE SCREENED PER CITY REQUIREMENT, REF: LANDSCAPE FOR LOCATION JEFFERSON NE, O SHEET KEYED NOTES 7601 ALBUQUERQUE, NM1TE 871109 NOT ALL NOTES ARE USED ON THIS SHEET. 505.761 .9700 / OPSOESIGN.ORG 1. PROPERTY LINE 2. PHASE LINE 3. 4"THICK CONCRETE SIDEWALK, REFER TO SITE PLAN FOR DIMENSION ARCHITECT 4. 10'-0"WIDE PUBLIC MULTI-USE TRAIL, ASPHALT PAVED �� I 5. ACCESSIBLE CONCRETE CURB RAMP, TYPICAL •• I I 6. NOT USED 4, I o 7. 6'-0" HIGH ORNAMENTAL POOL ENCLOSURE FENCE. REFER TO D1/AS502 FOR DETAIL •7. I I I I 8. MONUMENT SIGN PER CITY REQUIREMENTS. ADDRESS NUMBER 12" LETTERS '~_ MINIMUM PER IFC REQUIREMENTS, REF: Al AND A2/AS502 FOR DETAILS 9. NOT USED - = 10. T-4- HIGH, 8" INTEGRALLY COLORED CMU REFUSE ENCLOSURE. REF: TO B4, B5, C3, * _ AND C4/AS502 FOR DETAILS II i I 11. CARPORT COVERED PARKING, 240 SPACES TOTAL. PROVIDE POWER FOR MATCH LINE AS405 OVERHEAD LIGHTING. F#t Pi'kti1 12. VERTICAL BICYCLE RACK, 1 PER 2 BUILDINGS FOR 20 TOTAL BIKE PARKING SPACES. 07.06.2018 o o I - _I REF: C2/AS502 1 2.50 RAD I I 13. OUTDOOR GRILL AREA ON COMPACTED GRAVEL WITH PARK STYLE CHARCOAL ENGINEER 2.5®AD ------ - - - I I ' GRILL AND OPTIONAL SHADE STRUCTURE OR COVER + - - - - 7 + 14. GARAGE BUILDING OR CARPORT PARKING, 9 SPACES (SPACES CALCULATED TO BE co I I 10'X 20' MIN.) i I I 15. PHASE 2 OPTIONAL FITNESS BUILDING AND/OR SPORTS COURT/PLAY EQUIPMENT SITE AMENITY 16. CLUSTER MAIL BOXES WITH PARCEL BOXES (PACKAGE MAILROOM LOCATED INSIDE OF CLUBHOUSE), LIT FROM DUSK UNTIL DAWN. REF: B1/AS502 FOR DETAILS 17. IRRIGATION LINE, REF: CIVIL 18. FIRE APPARATUS ACCESS ROAD i / 19. GRID BLOCK WITH TURF FIRE ACCESS ROAD, APPARATUS BUMPER IMPACTS / 28.00 RAD / COLLAPSIBLE BOLLARD TO PREVENT VEHICULAR TRAFFIC �_- - - - - - - - - - - - - - - - - --- - - - - - - - -76 20. POOL AND SPA, TO BE PERMITTED SEPARATELY 21. T-4" MIN, 8" CMU INTEGRALLY COLORED POOL EQUIPMENT ENCLOSURE WITH 6'-01, ORNAMENTAL GATE, OPEN TO AIR. REF: B5 AND C4/AS502 FOR DETAILS PROJECT \ / 22. POOL ENCLOSURE GATE TO MEET POOL BARRIER REQUIREMENTS PER CODE. REF: ® 25 D3/AS502 FOR DETAIL 19 LL 5 2.50 RAD 2.50 RAD 23. 6'-0" OPEN VISION FENCE ALONG JACKSON DRAIN, REF: D5/AS502 _ _ _ _ _ _ _ _ _ 24. ACCESSIBLE PARKING SIGN. REF: B2/AS501 \\- - - - - - - - - - - - - - - - - �_ - -� � T - - � I I I 25. ACCESSIBLE PARKING. REFER TO B3 AND B4/AS501 FOR DETAIL Fj J - 11 f TYPp 26. 3'-6" HIGH, PRIVACY SCREEN FOR 80 SF PATIO/ BALCONY, REF: B3/AS502 OPTIONAL J �• \ ; <J 27. CONVENIENCE BICYCLE RACK, REF: C5/AS502 28. DIRECTORY MAP, LOCATED AT ALL DRIVE ENTRIES b h C) O 29. POOL DECK DRAIN ' 3 30. 6'-0" HIGH PRIVACY SCREEN AT MAINTENANCE. REF: B3/AS502 o _ _ 108.00 81.00 7.00 31. CLUBHOUSE WITH PROPERTY MANAGEMENT OFFICES, MAINTENANCE SHOP AND y STORAGE, AND FITNESS FACILITY LL 32. BELOW GRADE DRAINAGE STRUCTURE, REF: CIVIL ; 33. EXISTING CURB WITH 30' RETURN, REF: CIVIL r 34. EXISTING RAMP, REF: CIVIL J I ! 24 0 35. CURB OPENING, REF: CIVIL Co -9 ------- __ 36. "NO PARKING" SIGN ALONG BOTH SIDES OF NORTH WEBB WAY, REF: C2/AS501 I . 41.02 --- ----_= 37. ELECTRICAL TRANSFORMER WITH SCREEN, REF: LANDSCAPE 0 237.21 38. ELECTRICAL METER BANK WITH SCREEN. REF: LANDSCAPE FOR SCREEN LOCATION 39. PLAZA WITH COMMUNITY GRILL 40. EXISTING MAINTENANCE ROAD WITH GRAVEL IMPROVEMENTS, REF: LANDSCAPE 0 -0 I 41. LANDSCAPE AREA z in j I _ 42. 20'-0" LANDSCAPE BUFFER. REF: LANDSCAPE SHEETS 1J > 43. FIRE RISER ROOM LJ L6 .m 44. ELECTRICAL ROOM - 45. CONCRETE HEADER CURB w 46. CONCRETE CURB AND GUTTER ^^ ) .� Q 47. CONCRETE SIDEWALK CONTROL JOINT, REF: B1/AS501 CC0 48. PAINTED CURB NOTING FIRE LANE, REF: C2/AS501Lu O M G - 49. DIRECTIONAL PAVEMENT ARROW, REF: A4/AS501 I� 0 50. STOP SIGN, REF: B2/AS501 W CV N I I 3 00. � 51. PAINTED PEDESTRIAN CROSSWALK, REF: C1/AS501 co 52. NOT USED > w 53. PAINTED LANE STRIP W 38 I I 38 I zz 54. PAINTED PARKING STRIPE L I ° 200° w ° LEGEND z 0- 17 Q Q PROPERTY LINE 26 0- a I - SETBACK LINE PERMIT SET -- �� TYP. I I � I I � I I � � I � I � PHASE LINE - --Paa RR Paa RR as 11R, 11RI P1°a IIRR PIRR 111R PlIR PIRR Ra RR aRa RR Paa FENCE LINE x I REVISIONS . 4 x X ■ - - - - - _--- ------ x - - - - � -- ------- ---- -------- -------�------- _- --- - - - - - - - - - - FIRE LANE x - --- X_x ---------------------- --- - - - - - - - - - - - - - - - - - - ----- ---- ------ ----- -- ----------- ---- --_ - - _ --------- CONVENIENCE BICYCLE RACK ----------- xi ------ ---------------------------------- -------------------------------------------- ---- --- ------ ----- -- --------------- - - - - - - - - - - - ------------ _ _ OPTIONAL VERTICAL BICYCLERACK ------------\ \ ---- ----------------- ---------- --- ------- --- \ -------------- _ ---------------------- - - ----- - --- - - - -------- ACCESSIBLE PARKING �20' PARKING LOT LIGHT --------- -------- ------- __ _ - - _ �/ �> 1111\\� I I I \� \\ ,� __--- --- `�_,\\`\ ��\ I �\ I�\ �D FIRE HYDRANT 0CARPORT SPOTLIGHT OO 10' PEDESTRIAN LIGHT JACKSON DRAIN �' /� 11 �-ji I i I / \ \\ i '� _ _ _ _ _ _ _ _ _ \ I� _ _`------ 11 � 111\ I � FIRE DEPARTMENT CONNECTION DRAWN BY BL I ------- ----------------------- --__--_ --- __ -_-- - _-- -----__-- _ ------ ---- - - ---- - ` ----- Ir��---\\�` - _ \ \ _ _ ---- -------------------------- -------- --- ---- ----- ----- -------- -_ ------- _---- ------ _--------------------------------------- ---------------- -- ,- \`1 REVIEWED BY ---- - --_ ------ ------- - -------- -------- --------- --------------------------------------- _-_- _-_--_ --_ --- - - - -------- -- ----------------------------- -- _ _v, \ -_ - - -_------- ---- --- ------ ------ ------------------- ----------- --- --- --- -----__- 1 _ r \ rMJH ---------------- --------------------------------- ---- --------------------- _- --__----_____________------ ----------- ---------_______-- `------------- - - - -----_____ = KEY PLAN ----------------- ----------------------- ---__--______-- ---- - � I �� \�\\�\ � DATE 07/06/2018 ------------------- ----- ------------- -- _ _ -----_s-a-- - - - ------------- - - __ - - _ --------------------- --- - ------------------ -- 0140 ----------------------- --------------------------------------------- - - - - - - - - - - - - - - - trtPROJECT NO. ------------------------------------------------------------------------------------- _==------------ ----- - ----------------- -- y _-_ - - - - - - -- ------ -- ---- - _ -------- ----------------------- ------ ------ -- - - - ---------------------------- --- ------------ ----------- g ----_ - ------- - _--_---==-- - - - - DRAWING NAME ----- ------------ -------------------- __-.- - // //J i Ili i // \\i _ - - - - - - - - - - - - _ - ---------- ----------- -----------------J - - - - - - - - - - - - - -- / C� --------------------------- - - - - - - - ---------------------- --------------------------- _ ---------------------------------- -------------------------------------- --------------- _-__------------___------------------_------J/ / --------------- ---------------------------------------------------- _ ENLARGED ___ `/ ------------------- ----------------------------------------------L----- / - ------------- ------------------------------ ---------- _ ----------------------------- --- ------------------------ ----------------- ----------- _ --------------- ----- - ----------- - -��-� �� LJ� a -� �_ , __ �f- - - ----- - - - --- -- -� ��Ir -------- --- -- -IDIAT HIINEAS�02 ----- - ---- - - - r �,, �__ - _ - _ _ _ ITE PLAN ---- ----------------- - - ------------------------------------- - - - ------------------------------------------- - - - - - - - - - AS403 AS404 ENLARGED SITE PLAN NORTH NORTH Al AS402_ AS401 SHEET NO. 1"-20'-0" 0 10, 20' AS404 OF 4 1 GENERAL SHEET NOTES ARCHITECTURE / DESIGN / INSPIRATION A. DIMENSIONS ARE TO FACE OF CURB, OR WALL, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED B. ALL CURBS AND ACCESSIBLE RAMPS TO BE DESIGNED AND BUILT ACCORDING TO THE CITY OF MERIDIAN STANDARDS C. STREETS, PARKING SPACES,AND ASSOCIATED DRIVES TO BE ASPHALT UNLESS D E K K E R NOTED OTHERWISE D. SITE PLAN SHALL COMPLY WITH LOCAL, FEDERAL ADA STANDARDS &GUIDELINES E. STANDARD PARKING SPACES 9'-0"X 20'-0", HANDICAP PARKING SPACES 9'-0"X 20'-0"ACCESSIBLE PARKING DETAIL. ACCESSIBLE PARKING TO P E R I C H ------- -----I COMPLY WITH IBC-2009 SECTION 1106.6. - F. DESIGN WILL COMPLY WITH 2O15 INTERNATIONAL FIRE CODE APPENDIX B,C&D. G. ALL RADII ALONG FIRE LANE SHALL BE 28'-0" ----- _ H. FIRE ACCESS LANES SHALL BE MARKED FIRE LANE ON BOTH SIDES WHERE SABATINI _X X X I APPLICABLE. I. FDC TO BE LOCATED WITHIN 100 FEET OF A HYDRANT 1 1 _ J. SLOPES NOT TO EXCEED 10% IN GRADE FOR ANY FIRE ACCESS ROADS. PHASE 2 K. ALL BUILDINGS HAVE HIGHLY VISIBLE SIGNAGE WITH CONTRASTING COLORS LIT II I I ' � 'I I I_I I - FROM DUSK TILL DAWN AS WELL AS DAYLIGHT HOURS _ _ _ - - - - - - - L. ALL ELECTRICAL TRANSFORMERS AND METER BANKS ARE SCREENED PER CITY II F_OWI - - - - - - - - - - p�CA5F1- - 7 TT-I�� - - - - - - - - - - - - - - - - - - / - - - - - �'' - � � REQUIREMENT, REF: LANDSCAPE FOR LOCATION p 7601 JEFFERSON NE SUITE 100 __----- O SHEET E ET KEYED NOTES ALBUQUERQUE, NIA 87109 II 2_ �fb4D- - - - - - � - - - - - - - - - - - - - - '� NOT ALL NOTES ARE USED ON THIS SHEET. 2.50 RAID - - _ - - - _ - ,_ - - - - - - - - - - - - - - - - - 2.50RAD - - \\ _ _ _ \ - - --_�\\ \\ ' 505.761 .9700 / DPSDESIGN.ORG 33 I- - - - - - - - - - - - - - - - - - - �� 11 + � 28.00RAD \ - 1. PROPERTY LINE +� 7 �, - f \ \ O 28.00 RAD �� \ \ _ 2. PHASE LINE 3 \ \ 3. 4"THICK CONCRETE SIDEWALK, REFER TO SITE PLAN FOR DIMENSION ARCHITECT 34 1 No \\ 4. 10'-0"WIDE PUBLIC MULTI-USE TRAIL, ASPHALT PAVED x 11�F1jj ! 28 tl -- 7-20-0- 2 00 / 9.00 90 00 3 \\ / - - �O \ I 5. ACCESSIBLE CONCRETE CURB RAMP, TYPICAL Ff IV � 36 tl ---- I 6. NOT USED , 2 9.52 I ___}- --- 7. 6'-0" HIGH ORNAMENTAL POOL ENCLOSURE FENCE. REFER TO D1/AS502 FOR DETAIL ------ - _ __ --- - �.50 RAID I I 8. MONUMENT SIGN PER CITY REQUIREMENTS. ADDRESS NUMBER 12" LETTER :7w, s� 2.50 RAD 2.50 RAD MINIMUM PER IFC REQUIREMENTS, REF:Al AND A2/AS502 FOR DETAILS - f � + 10 I I �11 11� I 1 26 0 0 0 9. NOT USED L Ra RR Ra oaa P.. . TYP RR R_ -_______ ---- a P.. 7 PIaa PfR RR I 1 10. T-4"' HIGH, 8" INTEGRALLY COLORED CMU REFUSE ENCLOSURE. REF: TO B4, B5, C3, __ 3 AND C4/AS502 FOR DETAILS a j o ----- I I I 1 11. CARPORT COVERED PARKING, 240 SPACES TOTAL. PROVIDE POWER FOR o _-__ 6. 0 20.00 26.00 20.00 16.00 20.00 1 26.00 I _'�0.0 OVERHEAD LIGHTING. doEi l�Mti1k 46.68 I _ ------ - 1 r , I 1 12. VERTICAL BICYCLE RACK, 1 PER 2 BUILDINGS FOR 20 TOTAL BIKE PARKING SPACES. ---- a 07.06.2018 3 I -- - -- ------ �A - ----------- 1-- I REF: C2/AS502 r I i i I I I 13. OUTDOOR GRILL AREA ON COMPACTED GRAVEL WITH PARK STYLE CHARCOAL ENGINEER GRILL AND OPTIONAL SHADE STRUCTURE OR COVER 3 I _------ 1 i i 1 I I 14. GARAGE BUILDING OR CARPORT PARKING, 9 SPACES (SPACES CALCULATED TO BE 0 I I I I 0 0 10'X 20' MIN.) 1 I 5 25 w _ _----- 38 I i i I I I 15. PHASE 2 OPTIONAL FITNESS BUILDING AND/OR SPORTS COURT/PLAY EQUIPMENT _ SITE AMENITY 1 ----- oho I 1 i i I 1 11 1 16. CLUSTER MAIL BOXES WITH PARCEL BOXES (PACKAGE MAILROOM LOCATED INSIDE 1 0 __ --- - I I I I 1 _____ --------- I I I I o OF CLUBHOUSE), LIT FROM DUSK UNTIL DAWN. REF: B1/AS502 FOR DETAILS _ 17. IRRIGATION LINE, REF: CIVIL _ --------- _ 0) 18. FIRE APPARATUS ACCESS ROAD 19. GRID BLOCK WITH TURF FIRE ACCESS ROAD,APPARATUS BUMPER IMPACTS COLLAPSIBLE BOLLARD TO PREVENT VEHICULAR TRAFFIC _ 1 I - - 1 _ - - - - i i I I I 20. POOL AND SPA, TO BE PERMITTED SEPARATELY 1 _ - 0 1 1 0 ° I 1 21. T-4" MIN, 8" CMU INTEGRALLY COLORED POOL EQUIPMENT ENCLOSURE WITH 6'-0" 1 24 I I I 1 ORNAMENTAL GATE, OPEN TO AIR. REF: B5 AND C4/AS502 FOR DETAILS I i i I I 1 22. POOL ENCLOSURE GATE TO MEET POOL BARRIER REQUIREMENTS PER CODE. REF: PROJECT 1 i 25 i 1 I I D3/AS502 FOR DETAIL 1 I - - - - -_ _ - - - - - - 13.03 ♦ I I i I I I 23. 6'-0"OPEN VISION FENCE ALONG JACKSON DRAIN, REF: D5/AS502 1 i i 1 I I 1 24. ACCESSIBLE PARKING SIGN. REF: B2/AS501 25. ACCESSIBLE PARKING. REFER TO B3 AND B4/AS501 FOR DETAIL 1 _ i ,6.00, I I - i I 26. 3'-6" HIGH, PRIVACY SCREEN FOR 80 SF PATIO/BALCONY, REF: B3/AS502 OPTIONAL J __ _______ ----- 27. CONVENIENCE BICYCLE RACK, REF: C5/AS502 1 I f ___ I I J_L ---------- - I I I i i I 0 0 28. DIRECTORY MAP, LOCATED AT ALL DRIVE ENTRIES 1 -0I 2.50 RAID 2.50 RAD 1 11 29. POOL DECK DRAIN -16.00 10.00 20.00 =06, ' ' 1 L------J 36 1 7�8° �' + 30. 6'-0" HIGH PRIVACY SCREEN AT MAINTENANCE. REF: B3/AS502 SETBACK 2° M + I I + I 1 O-o 0 31. CLUBHOUSE WITH PROPERTY MANAGEMENT OFFICES, MAINTENANCE SHOP AND 1 1 I 2.50 RAID I 10 I 1 + °' STORAGE, AND FITNESS FACILITY O / ° ° / 32. BELOW GRADE DRAINAGE STRUCTURE, REF: CIVIL ; 37 1 2.50 RAID 33. EXISTING CURB WITH 30' RETURN, REF: CIVIL r 34. EXISTING RAMP, REF: CIVIL J 35. CURB OPENING, REF: CIVIL 36. "NO PARKING"SIGN ALONG BOTH SIDES OF NORTH WEBB WAY, REF: C2/AS501 2. 0 RAID 1 37. ELECTRICAL TRANSFORMER WITH SCREEN, REF: LANDSCAPE 0 129.93 ca j / 28.00 RAID / b 38. ELECTRICAL METER BANK WITH SCREEN. REF: LANDSCAPE FOR SCREEN LOCATION � 28.00 RAID 1 1 39. PLAZA WITH COMMUNITY GRILL (� 1 I 38 \ 2.50 R_AD - _ / _ - - - _ 2.50 RADI 1 40. EXISTING MAINTENANCE ROAD WITH GRAVEL IMPROVEMENTS, REF: LANDSCAPE 0 1 26 / 17 I 1 41. LANDSCAPE AREA z in 3 00 RAID /i o / , I - -- 0 42. 20'-0" LANDSCAPE BUFFER. REF: LANDSCAPE SHEETS 1 � 1 � � TYP. / / / I 43. FIRE RISER ROOM04 LJJ 44. ELECTRICAL ROOM � � � 45. CONCRETE HEADER CURB i --2.5 RAID I I 46. CONCRETE CURB AND GUTTER 47. CONCRETE SIDEWALK CONTROL JOINT, REF: B1/AS501 c CC0 48. PAINTED CURB NOTING FIRE LANE, REF: C2/AS501 O C`7 G t �'� / 2.50 RAID / - \ _ I =-__ - 49. DIRECTIONAL PAVEMENT ARROW, REF: A4/AS501 50. STOP SIGN, REF: B2/AS501 w 0 51. PAINTED PEDESTRIAN CROSSWALK, REF: C1/AS501 > � / %�� - _ -_ -- _- a-- ffb RAD_- - - - - - \\I I I I 52. NOT USED x�______-- _ - - 1 ° 1 I1 53. PAINTED LANE STRIP w LLI I x x - __- _- -2b D - _28.00 RA rt- - - - - j 10 I s x _ _ I - ¢ - - - I 54. PAINTED PARKING STRIPE �56-Rf� I I + 1 J 0 17 I -- X--_ ------ -_ - - __ 24 1 1 25 I 5 i° 1 2.50 RAID 1 15 � 5 2.50 RAID 1 LEGEND LJzJ PROPERTY LINE - - - o I I I I o 1 � Q SETBACK LINE PERMIT SET - --___ f � I I 1 1 1 0 r0- PHASE LINE O I I I I ----- 1 1 - ` 10.96 6.00 20.00 1 26.00 I 20.00 16.00 20.00 1 26.00 1 20.0011-16.00 20.00 26.00 FENCE LINE REVISIONS 1 1 1 1 1 I - - - - - - - - - - FIRE LANE I S CONVENIENCE BICYCLE RACK 35 4 1 2.50 RAID 1 4 I 2.50 RAD 2.50 RAID 1 1 I I I I I r , OPTIONAL VERTICAL BICYCLE RACK J I I + i i + I I + i l i , + I IF Q I - 1 1 ACCESSIBLE PARKING �210' PARKING LOT LIGHT ----- 7 1 2.50 RAID 7 7 _II ---2�IIT2AD--1- ------ - I 7 A I I __ - ------ ------� ----o--- r I I 0 0 I I MIMI 1 1 1 I I 1 1 0 CARPORT SPOTLIGHT OO 10' PEDESTRIAN LIGHT 1 FIRE HYDRANT 1 36 FIRE DEPARTMENT CONNECTION I AS405 DRAWN BY BL / REVIEWED BY MJH I - - - - _ KEY PLAN \a - \w DATE 07/06/2018 JECT DRAOWING NOAME 17-0140 A \" r 12 ENLARGED 1 1 1 1 I i i t SITE PLAN ' 1 I I 1 _ _ ' 1 - AS403 AS404 o MATCH�INE A 40�i M®CH LIN� S404 0 ------ 0 1 I I _ NORTH ENLARGED SITE PLAN NORTH AS402 Al _ AS401 SHEET NO. 1"-20'-0" 0 10' 20' AS405 OF 5 NOTES: EJ SLOPE STEEL PLATE 1. FINISH GRADE OF LANDSCAPE MATERIALS TO BE 1/2" BELOW TOP OF CURB. SEE SEE ARCH TRENCH COVER NOTE: ARCHITECTURE / DESIGN / INSPIRATION 2. CAST-IN-PLACE CONCRETE. LIGHT BROOM FINISH, WITH 1/2" RADIUS ON PLAN • • • EDGE OF BUILDING WHERE INSTALLED AT ACCESSIBLE PARKING EXPOSED EDGES. � — �__ ° _ SPACES, PAINT BUMPER ADA BLUE 3. MOW CURB AROUND PARK AND GAZEBO AREAS ONLY. 11 - ° #4 @ 18" OC x 18" LONG. /� `\ w Z a- III III III II 111 111H III CONCRETE 1 CONDITION VARIES, w < } CENTER ON JOINT, STEEL PLATE ° cf) a 1'-0" 1'- 2 TYP GREASE &SLEEVE ONE SEE PLAN. LANDSCAPE TRENCH COVER SIDEWALK SHOWN, ASPHALT END OF BAR D E K K E R MULCH SHOWN. DEPTH CENTER REINFORCING / CONDITION VARIES, I I PRECAST CONCRETE BUMPER, PAVING AS AS INDICATED ON IN SLAB W/SUPPORT @TOP OF RAMP � / I I I I I TURF AREA, TYP REINF NOT CONTINUOUS FLUSH SEE SITE PLAN ° 1 STOP REINFORCED NOTED ON LANDSCAPE PLANS CHAIRS, TYP ACROSS JOINT — - - - 1I 1 (2)#3 REBAR SITE PLAN ° 6" 6" 8" 1ORANC P E R I C H #4 @ 18" OC x 18" LONG. CENTER REINFORCING FOR ANCHOR III CENTER ON JOINT, GREASE IN SLAB W/SUPPORT I 2'-0" -co PIN ' TTT & SLEEVE ONE ENDLSEE R CHAIRS, TYP o _ ° �— a _ _ STEEL GRATE PLAN TYPE A Ii II II I� II I— _ #4 CONTINUOUS OPE EJ w z III a a l l l _ SABATINI _ ° ° �� w _ - COVER III III T— WEED BARRIER III II II�'I RCH a =1 III III-1 _2''o' 1=1 1=1 _ _ —1 —I 1-1 1-1 EDGE OF SIDEWALK (- FABRIC, SEE SPECS -g'�- a ° --' LL IIIIII _ • ° a • . . _ = = =2'-3" 1 1 1 1 1 _ COMPACTED 'I 1 �_ �_= a 4 ° ° 00 SUBGRADE 1 — _ - - - - 1 - - PER BUMPER, IIIIIIIIIIIIII TYP 2 II— = STEEL PLATE - II -III 6'-0" CONCRETE MOW — REINF NOT CONTINUOUS - -III - -II 20" DEPTH �/ �/ 1'-0" 1'-0" ACROSS JOINT TRENCH COVER III CENTERED IN PARKING STALL MIN 7601 JEFFERSON NE, SUITE 100 SECTIONTYPEA& B - - - II - -I-II CURB , 6i� III IIIII ALBUQUERQUE, NM 87109 @ BOTTOM OF RAMP FRONT ELEVATION SIDE ELEVATION w CONCRETE1/2" = 1'-0" 0 1/2' 1' 11/2' TYP CONSTRUCTION 505.761 .9700 / DPSDESIGN.ORG STEEL PLATE TRENCH COVER PLAN PARKING BUMPER NOTES: ARCHITECT CONDITION OCCURS IN RIGHT JOINT @ RAMP D3 D5 ° ° ° ° ° 000000 3/4" = 1'-0" 0 1' 2' 3' 1/2" = 1'-0" 0 1' 2' 4' ARCHITECT 0 0 0 0 0,000000000000000 ° ° O 0 0 ° 0 ° ° ° ° ° °000000° ° ° OF WAY USE REFLECTIVE PAINT. � �� 00 00 00 0 0 0 ° ° ° ° ° ° ° ° ° LANDING EDGES 00000000000000000 ° ° ° 2 APPLY TWO COATS OF PAINT. D2 � � 000000000000000000 0000 CONDITION VARIES, SEE SITE 3/4" = 1'-0" 0 1' 2' 3' PLAN, ACCESSIBLE RAMP NEENEEMI _ SHOWN, SEE A6/AE501 -�_ CONDITION VARIES, SEE SITE CONCRETE ,• 1'-0" 1'-0" PLAN. WHERE LANDSCAPE, CURB AND CURB AND GUTTER, ' '�'� MULCH TO BE 1/2" BELOW GUTTER } +'•. •'� � RAMP TRANSITION, CONCRETE SIDEWALK, SEE CIVIL Na METAL SIGNS PER N� ADJACENT PAVEMENT GRADE CAST-IN-PLACE CONCRETE, SEE A2/AS501 HEADER CURB SEE A4/AS501 i�� F OFF%�% 6'-0" PARKING STATE/LOCAL _ PARKING 6„ LIGHT BROOM FINISH, WITH till IIti1k1 FIRE CODES ANY "FIRE LANE"AND "NO 1/2" RADIUS ON EXPOSED 07.06.2018 Z ASPHALT LANE TIME PARKING", ALTERNATE 1% MIN EDGES Q PAVING LABELS EVERY 50', J ENGINEER � MOUNT AS PER (2)#4 CONT RAMP DOWN �w w 62/AS501 REFLECTIVE PAINT ° ° ° z 1:12 SLOPE w w COLOR: WHITE _ #4 @ 48" OC VERTICAL Q MAX Q C.O. EXPANSION > w C 0 2'-0"WIDE FIRE LANE SIGN NO PARKING SIGN VERTICAL FACE RAMP DOWN RAMP DOWN w IIIIIIIIIIII IIIIII —III _ w TRAFFIC PAINT, OF CURB ONLY ° 1:12 SLOPE 1:12 SLOPE � � JOINT, SEE � N COLOR: WHITE REFLECTIVE III Iz. = ° MAX MAX j A1/AS501 PAINT COLOR: RED g 4 EXP JOINT, EXP JOINT, uj o __ SEE AVAS501 SEE AVAS501 a ° M 11 11 s" _ . z III CLR ° I 1 PAVING AS NOTED ON 6-0" MIN. 6-0" Ir 6-0" MIN. PLANS. CONDITION VARIES, BASED ON 1:12 SLOPE BASED ON 1:12 SLOPE • IIIIIIIIIIIIII - = a a CONCRETE SIDEWALK CONDITION VARIES, SEE SITE NOTES: -M U ° ° _IIIIIIIIIIIIII SHOWN, SEE XX/XXX PLAN, ACCESSIBLE RAMP 1. SEE PLANS FOR EXTENTS OF CURB PAINT. - _ — — EXPANSION JOINT, ° ° ° ° ° ° ° ° SHOWN, SEE PROJECT ° o ° 2. APPLY TWO COATS OF PAINT. 1 III— - SEE B1/AS501 ° -III III III III III= III=III—III=I I I COMPACTED SUBGRADE PAINTED CROSSWALK FIRELANE STRIPING CONCRETE HEADER CONCRETE C1 1/4" = 1'-0" 0 2' 4' 8' MENI AND SIGNAGE CURB ACCESSIBLE RAMP CURB RAMP J 2 1/2" = 1'-0" 0 112' 4' 3 1 1/2" = V-0" 0 1/2' 111 1/2' 4 1/4" = 1'-0" 0 2' 4' 8' 5 1/4" = 1'-0" 0 2' 4' 8' ° a 1/4"WIDE DRY JOINT Q X EXP JOINT, LL KEY JOINT METAL SIGNS PER STATE/ SEE B1/AS501 ; LOCAL CODES, COLOR: WHITE 3'_0" RAMP, r WITH GREEN FRAME SEE C4/AS501 LANDSCAPE AREA, REF: LANDSCAPE PLAN J SAWCUT 3/16"WIDE x 1/3rd DEPTH SLOW � TEXT COLOR: GREEN 2 2 RESERVED 2'_8" HEADER CURB DETECTABLE WARNING X OF SLAB, SEE SITE PLAN FOR PARKIN F64' SIDEWALK SYMBOL COLOR: WHITE ON 6'-0" 5'-0" i LOCATIONS PeoesrRlAN `-° ADA BLUE _ A5/AS50E, REF: ACCESSIBILITY SIGNAGE, � Q � SAWCUT CONTROL JOINT CROSSING TEXT: PLATE OR PLACARD N � SEE B2/AS501 REQUIRED COLOR: GREEN 0 -0 _ VAN TEXT: RESERVED PARKING o z � 1/4"WIDE x 1" DEEP TOOLED 00 accEssleLE o X CONCRETE JOINT WITH 1/4" _ VIOLATORS ARE SUBJECT TO A PAINT FIELD ADA BLUE q �0 0 0 •� � FINE AND/OR TOWING 66-7-352.5 ' t ' RADIUS ON EDGES, SEE SITE 2.6' W •— CONCRETE JOINT PLAN FOR LOCATIONS NMSA 1979. COLOR: RED 6`�' 0 Coco0000 2 •- 6' 0" CAST-IN-PLACE m�o o z z VAN ACCESSIBLE SIGN AS PAINT WHITE CONCRETE, HEAVY coo 0 0 (n 1/2" INDICATED ON PLAN O C 0 00 I ASPHALT PAVING FLUSH W/ BROOM FINISH o o 0 o HEADER CURB, c POURABLE FILLER (COLOR TO 9 T 1 3/4"x 1 3/4" SQ 14 GA � N N I I CONCRETE SIDEWALK. I I� `o N PERPENDICULAR TO 030 SEE CIVIL J x MATCH CONCRETE) ON BACKER • PERFORATED SIGN POST, ROD, 1/4" RADIUS ON EXPOSED "' o TYP ALL SIGNS o SEE DI5 AS OMPER, SLOPE OF RAMP � \ 00 EXPANSION JOINT EDGES - CONDITION VARIES — N \ CONTROL AND EXPANSION JOINT SPACING -UNLESS NOTED OTHERWISE ON PLANS _ _ � PAINTED PARKING W APPROX WIDTH CURB & GUTTER, 5'WALK 8'WALK& 6'-12' 11 11 111=1III iIII III=1 OF CONCRETE ROLL, HEADER, BLDG APRON WALK o — AISLE, 4"WIDE, TYP. COLOR: ADA BLUE FLUSH CURBS N I I 1PARKING• CONTROL JOINTS 4' OC 5' OC 8' OC 6' OC NOTE: ALL SIGNS WILL HAVE I I = 2" SQUARE GROUND POST TYP, N ACCESSIBLE o w EXPANSION JOINTS 16' OC 15' OC 24' OC 18' OC THE SAME POLE AND FOOTING �,� LI —I ALL SIGNS 2'-3" PAVEMENT MARKING EXP JOINT, uj AS THE ACCESSIBLE PARKING - $ - 8" O CONCRETE FOOTING, TYP 9'-01 9'-0" REF: B3/AS501 SEE B1/AS501 CONCRETE JOINTS SIGN SHOWN HERE. - ACCESSIBLE 0- COMPACTED SUBGRADE 1' HT PAINTED TEXT, 9'-0" FOR VAN ACCESSIBLE COLOR: WHITE IDEWALK & JOINT SPACING POLE MOUNTED SIGNS PAVEMENT MARKING ACCESSIBLE PARKING PERMIT SET B 1 1 1/2" = V-0" 0 1/2' 1 1/2' B 2 1/2" = 1'-0" 0 2' 4' B 3 1" = 1'-0" 0 1/2' 2' B 4 1/8" = 1'-0" 0 4' 8' 16' ACCESSIBLE RAMP 65 1/4" = 1'-0" 0 2' 4' 8' REVISIONS 0 NOTES: 5-0" A 1. SEE AS101 FOR JOINTING. 2'-4" 2'-8" NOTE: NOTE: 2. CAST-IN-PLACE CONCRETE PAVING, LIGHT BROOM FINISH PERPENDICULAR TO 1. PAINT ARROWS WHERE 1. INSTALL PER MANUFACTURER'S DETAILS AND SPECIFICATIONS A TRAFFIC FLOW WITH 1/2" RADIUS ON EXPOSED EDGES o SHOWN ON PLANS. TWO 3. FINISH GRADE FOR LANDSCAPE AREAS SHALL BE 1/2" BELOW TOP OF PAVING. COATS OF PAINT, COLOR. A WHITE. 2. WHERE CONDITION OCCURS IN RIGHT OF WIDTH VARIES. SEE SITE PLAN (4)#4 VERTICAL @12"0 xa o WAY, USE REFLECTIVE (5)#5 VERTICAL @18"0 - PAINT. 1" DOMES @ 1.670" O/C 1" DRAWN BY (8)#5 VERTICAL @24"0 N VARIES, SEE SITE PLAN 6-0" REVIEWED BY 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 0 0 #3 STIRRUPS @10"O.C. 0� @@@@@@@@@@@@@@@@@@@@@@@@@@@@ DATE 07/06/2018 U @@@@@@@@@@@@@@@@@@@@@@@@@@@@ @@@@@@@@@@@@@@@@@@@@@@@@@@@@ 17-0140 STEEL POST. SEE DETAIL O PROJECT NO. 4 4 4 ° ° ° Q M ° a 4 ° a ° CO 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 0 ° a 0000000000000000000000000000 DRAWING NAME ° ° ° _ Q @@@@@@@@@@@@@@@@@@@@@@@@@@@ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111111 w o00000000000000000000000000o SITE DETAILS 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 0 t�CLR. TYP. Oo@@@@@@@@@@@@@@@@@@@@@@@@@@ COMPACTED SUBGRADE FOOTING O ifl oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO oO O° Ir SEE DETAIL Ir CONDITION VARIES, SEE SITE PLAN. 2'-9" N. 0000000000000000000000000000 LANDSCAPE AREA SHOWN. FOOTING SECTION . DIRECTIONAL DETECTABLE TYP . CONCRETE SIDEWALK PAVEMENT ARROW WARNING SURFACE SHEET NO. A23/4" = 1'-0" 0 112' 3' A3 1 1/2" = V-0" 0 1/2' 111 1/2' A4 3/8" = 1'-0" 0 2' 4' A5 1" = 0 1/2' 112' A 501 OF 4'-0" 4'-0" 8'-0" MAX ARCHITECTURE / DESIGN / INSPIRATION Vol fell -1M N. - 2" SQ 16 GA TUBE M e GATE DESIGN TO M 4'-0" 2" SQ 16 GA TUBE MATCH ORNAMENTAL 4"X4"X1/4"TUBE STEEL e BRACKET (6 - STEEL SUPPORT, `o e GATE, DETAIL C2 STEEL SUPPORT, 5/8" SQ. 18 GA. TUBE POST, CAP TOP END, PAIN M 3 4 PAINTED, COLOR 3 4 PAINTED, COLOR STEEL PICKETS 4" PER PANEL) - - @ NUETRAL COLOR, TYP o TBD BY o SELF-LATCHING DEVICE TBD BY O.C. CAP ENDS, PAINT r ARCHITECT ON EXTERIOR OF GATE o 3 /4 ARCHITECT 1" SQ. 16 GA. TUBE STEEL D E K K E R 2Y2" SQ x 12 PANIC HARDWARE AT POOL ENCLOSURE iv SUPPORT, PAINT GA POST o _ _ _ _ ON EXITING SIDE, o \ PANIC HARDWARE I I I I F I I I I I I I I I I I I 1 11 1 1 1 1 1,0111'r I I I Ti I I I F N _ _ _ _ TYP ALL PEDESTRIAN N _ _ _ _ _ _ _ j _ ON EXITING SIDE, o - GATES - / o TYP ALL PEDESTRIAN Y4" SQ x 16 C C z GATES GA PICKET 0 P E R T C H *2" SQ x 18 x 4" SQ X 4"THICK -1 q GA RAIL z SOLID STEEL PANEL SOLID STEEL PANELrLLi TUBE STEEL POST, `9 FINISH (o AT PANIC CAP TOP END, SABATINI co 4" SQ X 4"THICK � - Q PAINTED, COLOR GRADE TUBE STEEL POST, HARDWARE. COVER TBD BYi i i i i j CAP TOP END, AT MINIMUM AN 18" ARCHITECT x - PAINTED COLOR - RADIUS AROUND THE a CONCRETE WALK Q Q , � Q LATCHING DEVICE , - ° TBD BY o CONCRETE SEE A4/AS-501 ARCHITECT - ° III III III III= co CONCRETE WALK r� III III III III CONCRETE FOOTING. FOOTING . _ — a CONCRETE WALK, SEE A4/AS-501 III III—III = SEE A2/AS501 SEE A2/AS501 21L J � -1 1 -0 TYP. JEFFERSON NE, SUITE 100 SEE A4/AS-501 I 8 � _ IIII I II I I-III I I _ III-III III-III I I I NOTE: GATES ARE o 0 1'-0 _ 8' o° s' o° 7601 ALBUQUEROUE, NM 87109 ° I I _ I I _ I I I I �, , � � a COMPACTED SUBGRADE I CONCRETE FOOTING. CONCRETE FOOTING..� III� �III—III- CO C 00 G �,.� � IIIIIIIII—III CO C 00 G SELF-CLOSING; CARD 4" MIN. a I° e III= SEE A2/AS501 III IIIIII SEE A2/AS501 READER MOUNTED CONDITION VARIES, ADJACENT TO GATE SEE AS-101 FOR �,� 1'-0" NOTE: GATES ARE 1 _p" STEEL PICKET FENCE 505.761 .9700 / OPSOESIGN.ORG FENCING LOCATIONS. SELF-CLOSING; CARD CLUBHOUSE PATIO GATE READER MOUNTED _ J AC KS O N D RA I N M CONCRETE FOOTING ADJACENT TO GATE NOTE: GATES ARE SELF-CLOSING; CARD READER MOUNTED ADJACENT TO GATE . D4 ARCHITECT GATE TO MEET NMAC 7.18.3.33 PUBLIC POOL BARRIER REQUIREMENTS 1/2" - V-0" 0 1' 2' 4' ORNAMENTAL FENCING ORNAMENTAL GATE POOL ENCLOSURE GATE D5 1/4" = V-0" 0 2' 4' 8' .,,' ; IV��* D1 1/2" = 1'-0" 0 1' 2' 4' D 1/2" = 1'-0" 0 2' 4' D 1/2" = 1'-0" 0 2' 4- ( 1)#5 CONT IN 1" CROWN @ TOP ` _7ie s t KNOCK OUT OF WALL _ 4'-6" BOND BEAMS tr -z 9" V-6" 2'-0" @TOP AND 8" INTEGRALLY CMU WALL f EMBED PL 1/2 x 6 x 0'-6" BOTTOM OWALL COLORED BEYOND 2" DIAM. STANDARD STEEL PIPE, SET } -.i• .# � W/(4) 1/2 "O x 4" MIN. HAS. - MASONRY, SMOOTH INTO STEEL SLEEVES. PAINTED, '*'� • Vi,?1, QEQ EQ REFUSE ENCLOSURE GATE BOLLARD E EQ FINISH ENCLOSURE COLOR: DARK GREY �Ililti I I — i GATE &6" Q) 10'-0" (10 BICYCLE SPACES) 07.06.2018 — — — — — — POST, SEE 18" Q1 x4'-0" DEEP CONCRETE IoI I.I 2-PIECE BALL BEARING HINGES ° B4/AS502, 1'-0" 1'-0" 1'-0" 1'-0" ENGINEER FOOTING. SEE A2/AS501 FOR - o _ — — — — — — — — WELDED TO GATE AND A4/AS502 & REINFORCING9 GAUGE BOLLARD r LADDER TYPE #5 @ 16" OC, VERT, E6/AS501 WELD "A" HEAVY DUTY - - � JOINT REINF @ GROUT ALL CMU LLI a HSS POST. SEE DETAIL oI ELEVATION 16" OC SOLID, FULL HEIGHT ASPHALT, SEE 1"TYP. v PL 1/4"x 3"x 4" EXTENSION WELDED TO PIPE BOLLARD CIVIL FOR GATE FRAME FOOTING SIM o _ _ _ EXP. JOINT, — — — — — — 6" DIA. REFUSE ENCLOSURE GATE EXP JOINT TYP, U REINFORCED SEE B1/AS501 BOLLARD � CONC. 2" � - - - - - - - - - SEEa. EXP JOINT TYP, MA %a"/ FOOT a SEE B1/AS5Q� SLOPE MIN POST SIZE WELD "A" `� Q a " HSS 2x2x3/16 3/16 - z —III1IT J L 4PROVIDE BLOCKING -- - PROJECT -gas c HSS3x3x1/4 1/4 � b _ a • BAR } = _ N Lit REFUSE ENCLOSURE, SEE ° DOWELS SI D 6" I I SETGAL I PIPE SLEEVE ° — — — — — — — — — — — — — — — — — — — — — — — � I` SET IN CONC. ° U ° a SPACING OF TO MATCH C4/AS502 ¢_ VERT REINFORCING WITH CONIC TURNDOWN FOOTING POST CONCRETE VERTICAL BIKE RACK NOTE: PAINT ALL EXPOSED STEEL, - 1'-0110 STD HOOK (ALTERNATE W/(2)-#4 CONT J C^ PLAN COLOR: TBD BY ARCHITECT44 — LJ 4'-0" DIRECTIONS) FOOTING 1/2" = 1'-0" 0 1' 2' 4' TUDINAL AND C 1 1 1411 - 1/2' 1/2' 2-7 #5)@ 12" OCITRANSVERSEE REFUSE ENCLOSURE GATE Q C3 1" = 1 _p 0 1/2' 1' 2' REFUSE ENCLOSURE SECTION BIKE RACK DETAIL LL ® O ® O NOTES: C4 1/2" = 1'-0" 0 1' 2' 4' C5 1/2" = 1'-0" 0 1' 2 4 ®o®o $0 6 o HSS 3x3x1/4 HSS 2x2x3/16Milill J 1. THIS UNIT IS APPROVED NEllill ® O ® O FOR USPS AND PRIVATE SOLID CEDAR SS ELEVATOR SCREW O O WOOD SLAT WITH NUT AND WASHER 1/4" X 3"X 2" STL. ANGLES, WELDED APPLICATIONS. AP LL 2"X6" 1/2" SOLID 13'-4" 8 YID CONTAINER 6'x6'x7' CONNECTIONS, PAINT, TYP ® O ® O 2. CBU PEDESTAL SHOULD BE 4 INSTALLED WITH RUBBER o o CEDAR WOOD SLAT 4'-6" 4'-4" 4'-6" 8" INTEGRALLY COLORED, %4"X 2" STL. ANGLE BRACING, PAINTED GATE POSTS � ® O ® O PAD. CONTINUOUS PLATE - c (10 0 3. BASIS OF DESIGN: RUNNING LENGTH OF SMOOTH FACED CMU WALL PAINT, TYP 13'-4" 0 -0 FLORENCE "VITAL 1570-16" o° °s° C� C� HSS WITH PREDRILLED _ o o PIPE BOLLARD, TYP 4" Z '� o ° w w o0 8" EQ. EQ. ® O e° 1 5/16" HOLES RE: C4/AS502 °e° °e° PLAN WELD BOTH SIDES � w 1" ' t ' .� o ®° ° ®° ° _ 0 w 6" 4000 PSI CONCRETE SLAB 1"X6" METAL W .(a `r' ® O ® O `r' POST COo O WITH 3/4"AGGREGATE AND PANEL C14LU W/6X6 W2.9 X W2.9 WWM 'i ® O ® O w - - _ FOR OPENING SIDE REF. SITE N 0 0 - 5/8"X4" SOLID CEDAR PLAN AS101 O � � ® O ® O `' WOOD CAP `' 1/2" E J C3 FO C� C1 CBU PEDESTAL w w w z S50 W N STEEL GATE .� SS ELEVATOR SCREW 2 ° - BUTYL RUBBER PAD 0 MATCH GRADE IN PAVED AREAS WITH NUT AND WASHER 9 wU' W 6" CONCRETE APRON W/6X6 3" MIN W2.9 X W2.9 WWM OR EQUAL, SLOPE SURFACE .25" PER FOOT Ji wC�l 5/8"X5 1/2" SOLID 1/2" EXPANSION JOINTS o 0 ON ALL SIDES FOR DRAINAGE CEDAR WOOD SLAT �� #4 @12" O.C. EACH WAY U.S. POSTAL SERVICE STD-4C _ GATE PIN HOLES FOR GATE 00 PEDESTAL MOUNTED FRONT STOPS, TYP SEE D1/AS502 uj o- o- o- o- o- o- o- ° LOADING CLUSTER BOX UNIT 120° OPENING GATE HINGE SET FOR FOOTING C4 E35 DIMENSIONS _ 8" DEPTH OF 3/4" CRUSHED, "AUTH-FLORENCE" 1590-T2 ELEVATION ELEVATION SEE C1/AS502 FOR (2) GATE LOCK DEVICES W/ INTEGRAL PAD LOCK HASP 00 - ANGULAR BASE COURSE FOUNDATION DETAILS ELEVATION S50 S50 FLUSH BOLT & PAD LOCK. CAST STL. NOTE: ENCLOSURE WALLS TO BE 8" 0— MAX. FROST DEPTH PLANK & POST WALL SLEEVE IN CONC. FOR FLUSH BOLT INTEGRALLY COLORED SPLIT FACE CMU III III III III III III III III III COMPACTED SUBGRADE REFUSE ENCLOSURE REFUSE ENCLOSURE GATE PERMIT SET TYP CLUSTER BOX AND PARCEL BOX ELEVATION FOR PRIVACY SCREEN B4 1/8„ = 1,-p„ p 4' 8' 16' B5 1/4" = 1'-0" 0 2' 4' 8' 131 3/4" = V-0" 0 1' 2' 3' B 3 1" = 1'-0" 0 1/2' 1' REVISIONS 3" = 1'-0" 0 9" FLUSH MOUNTED 4" FLUSH MOUNTED SIGN AREA, 24 SF LETTERS, GEORGIA ALUMINUM LETTERS, MAXIMUM LFONT GEORGIA FONT CARDBOARD BOND BEAM 8�_3" COLOR: BLACK COLOR: BLACK SLEEVE, TAPE END REINFORCING F1 1/ " 8'-0 1/2" 1 1/4" PRECAST CONCRETE SIGN OF SLEEVE AND 1'-0" LAP q PANEL- HONED FINISH GREASE DOWEL FLASHINGPine INTEGRALLY COLORED, w } — — DRAWN BY E3L BURNISHED FACE w — — (BOTH SIDES AND CORNERS) Q U REVIEWED BY MJH Development 8" CMU CONDITION VARIES, m 0- DATE 07/06/2018 LANDSCAPE AREA SHOWN, Q PROJECT NO. 17-0140 SEE PLANS � J HORIZONTAL PREFORMED ELEVATION VIEW SEE A5/AS502 FOR Street Ad ress REINFORCING IN CONTINUOUS JOINT REINFORCING, z GROUT ALL CELLS SOLID BOND BEAM NEOPRENE 3/8" DISCONTINUE JOINT DRAWING NAME —III—III— = I I=III EXPANSION JOINT REINFORCING AT MCJ (1)#5 VERT. DOWEL C24" O.C. III— i MAX. WITH STD LADDER SITE DETAILS HORIZONTAL NOTE: REINFORCEMENT @16" O.C. ALL HORIZONTAL REINFORCING IN BOND BEAMS SHALL BE (1)VERT IN EACH OF • a MAX. CONTINUOUS AROUND CORNER OR HAVE CORNER BARS OF THE 2 GROUTED CELLS SAME SIZE AND LAP OF 48 BAR DIAMETERS OR 24" MINIMUM. �II III-III-� �-III-III � (4)#5 CONTINUOUS AS SHOWN TO PRECAST CONCRETE INTEGRALLY COLORED, 4" FLUSH MOUNTED Q 3'-6"- - #5 @ 12" OC TRANSVERSE MATCH VERT WALL SEE SPECS FOR JOINT A SIGN PANEL- HONED BURNISHED FACE ALUMINUM LETTERS, U II II COMPACTED SUBGRADE REINFORCING PLAN VIEW SEALANT(BOTH SIDES) FINISH (BOTH SIDES AND COLOR:GEORGIA FONT MONUMENT SIGN TYP CMU WALL TYP MASONRY CORNERS) COLOR: BLACK MONUMENT SIGN SECTION CORNER CONTROL JOINT SHEET NO. A 1 1/2" = 1'-0" 0 1' 2' 4' A2 1/2" = 1'-0" 0 1' 2' 4' A3 3/4" = 1'-0" 0 2' 3' A4 3/4" = 1'-0" 0 2' 3' AS 502 OF 2 GENERAL SHEET NOTES ARCHITECTURE / DESIGN / INSPIRATION A. DIMENSIONS ARE TO FACE OF CURB, OR WALL, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED B. ALL CURBS AND ACCESSIBLE RAMPS TO BE DESIGNED AND BUILT ACCORDING TO THE CITY OF MERIDIAN STANDARDS C. STREETS, PARKING SPACES, AND ASSOCIATED DRIVES TO BE ASPHALT UNLESS D E K K E R NOTED OTHERWISE D. SITE PLAN SHALL COMPLY WITH LOCAL, FEDERAL ADA STANDARDS & GUIDELINES E. STANDARD PARKING SPACES 9'-0"X 20'-0", HANDICAP PARKING SPACES 9'-0" X 20'-0"ACCESSIBLE PARKING DETAIL. ACCESSIBLE PARKING TO P E R I C H ---- COMPLY WITH IBC-2009 SECTION 1106.6. F. DESIGN WILL COMPLY WITH 2O15 INTERNATIONAL FIRE CODE APPENDIX B,C&D. G. ALL RADII ALONG FIRE LANE SHALL BE 28'-0" H. FIRE ACCESS LANES SHALL BE MARKED FIRE LANE ON BOTH SIDES WHERE SABATINI APPLICABLE. I. FDC TO BE LOCATED WITHIN 100 FEET OF A HYDRANT J. SLOPES NOT TO EXCEED 10% IN GRADE FOR ANY FIRE ACCESS ROADS. K. ALL BUILDINGS HAVE HIGHLY VISIBLE SIGNAGE WITH CONTRASTING COLORS LIT FROM DUSK TILL DAWN AS WELL AS DAYLIGHT HOURS L. ALL ELECTRICAL TRANSFORMERS AND METER BANKS ARE SCREENED PER CITY REQUIREMENT, REF: LANDSCAPE FOR LOCATION 76011 JEFFERSON NE, TE 00 3 ALBUQUERQUE, NMI8711O SHEET KEYED NOTES09 NOT ALL NOTES ARE USED ON THIS SHEET. 505.761 .9700 OPSOESIGN.ORG 1. PROPERTY LINE 2. PHASE LINE 3. 4"THICK CONCRETE SIDEWALK, REFER TO SITE PLAN FOR DIMENSION ARCHITECT 4. 10'-0"WIDE PUBLIC MULTI-USE TRAIL, ASPHALT PAVED it)1��/f1 5. ACCESSIBLE CONCRETE CURB RAMP, TYPICAL 20.00 DIA 6. NOT USED 7. 6-0" HIGH ORNAMENTAL POOL ENCLOSURE FENCE. REFER TO D1/AS502 FOR DETAIL{ 8. MONUMENT SIGN PER CITY REQUIREMENTS. ADDRESS NUMBER 12" LETTER Y. MINIMUM PER IFC REQUIREMENTS, REF: Al AND A2/AS502 FOR DETAILS 13 9. NOT USED 10. T-4"' HIGH, 8" INTEGRALLY COLORED CMU REFUSE ENCLOSURE. REF: TO B4, B5, C3, } • � AND C4/AS502 FOR DETAILS '•., .# 11. CARPORT COVERED PARKING, 240 SPACES TOTAL. PROVIDE POWER FOR OVERHEAD LIGHTING. ��xt�ll�441k SHADE TRELLIS 12. VERTICAL BICYCLE RACK, 1 PER 2 BUILDINGS FOR 20 TOTAL BIKE PARKING SPACES. 07.06.2018 D 1 REF: C2/AS502 1" = 10'-0" 0 10, 20' 13. OUTDOOR GRILL AREA ON COMPACTED GRAVEL WITH PARK STYLE CHARCOAL ENGINEER GRILL AND OPTIONAL SHADE STRUCTURE OR COVER 14. GARAGE BUILDING OR CARPORT PARKING, 9 SPACES (SPACES CALCULATED TO BE 7 21 10'X 20' MIN.) 15. PHASE 2 OPTIONAL FITNESS BUILDING AND/OR SPORTS COURT/PLAY EQUIPMENT SITE AMENITY CLUSTER L BOXES TH PARCEL BOXES OM LOCATED ----------------------'� _-------------------------__------------------------------------ ----- --------- ----- - -- -----------------`---- 16. OF CLUBHOUSE),I IT FROM DUSK UNTIL DAWN. REF: BE/AS502OOR DETAILS INSIDE -- ----------------- -------------------------- -- -- ---- ------- - - - - - - - 17. IRRIGATION LINE, REF: CIVIL ----_aa Paa PRR ------_ ---- a PamP� _RR------=��PRR------ Paa P�a --_RR P�aa --- a �RR --� .�. - RR P�aR C `� �� __ _ ---------------- __--------------- --------------------------------_- ___-- - - - - - - 14.00 18. FIRE APPARATUS ACCESS ROAD _ _ _ _ _ _ _ _ _ 19. GRID BLOCK WITH TURF FIRE ACCESS ROAD, APPARATUS BUMPER IMPACTS _-_ - - _ COLLAPSIBLE BOLLARD TO PREVENT VEHICULAR TRAFFIC 20. POOL AND SPA, TO BE PERMITTED SEPARATELY 21. T-4" MIN, 8" CMU INTEGRALLY COLORED POOL EQUIPMENT ENCLOSURE WITH 6'-01, / �i� oo ORNAMENTAL GATE, OPEN TO AIR. REF: B5 AND C4/AS502 FOR DETAILS PROJECT o o 22. POOL ENCLOSURE GATE TO MEET POOL BARRIER REQUIREMENTS PER CODE. REF: 23 / � "? D3/AS502 FOR DETAIL r 23. 6'-0" OPEN VISION FENCE ALONG JACKSON DRAIN, REF: D5/AS502 024. ACCESSIBLE PARKING SIGN. REF: B2/AS501 , 0.00 ' SPA 00 25. ACCESSIBLE PARKING. REFER TO B3 AND B4/AS501 FOR DETAIL 26. T-6" HIGH, PRIVACY SCREEN FOR 80 SF PATIO/BALCONY, REF: B3/AS502 OPTIONAL J 27. CONVENIENCE BICYCLE RACK, REF: C5/AS502 3 � , 29 12.00 28. DIRECTORY MAP, LOCATED AT ALL DRIVE ENTRIES 3 29. POOL DECK DRAIN oo I 30. 6'-0" HIGH PRIVACY SCREEN AT MAINTENANCE. REF: B3/AS502 / 22 �i 31. CLUBHOUSE WITH PROPERTY MANAGEMENT OFFICES, MAINTENANCE SHOP AND STORAGE, AND FITNESS FACILITY LL \ 7 32. BELOW GRADE DRAINAGE STRUCTURE, REF: CIVIL 33. EXISTING CURB WITH 30' RETURN, REF: CIVIL _ /^ 34. EXISTING RAMP, REF: CIVIL J - / 35. CURB OPENING, REF: CIVIL 48.00 36. "NO PARKING" SIGN ALONG BOTH SIDES OF NORTH WEBB WAY, REF: C2/AS501 / - 37. ELECTRICAL TRANSFORMER WITH SCREEN, REF: LANDSCAPE 0 J 1:10 38. ELECTRICAL METER BANK WITH SCREEN. REF: LANDSCAPE FOR SCREEN LOCATION / - 39. PLAZA WITH COMMUNITY GRILL (� 31 40. EXISTING MAINTENANCE ROAD WITH GRAVEL IMPROVEMENTS, REF: LANDSCAPE 0 -0 / i I 41. LANDSCAPE AREA z -(n 39 I 42. 20'-0" LANDSCAPE BUFFER. REF: LANDSCAPE SHEETS 1 1 J -> � / --- 0 43. FIRE RISER ROOM LJ '- � I M I 44. ELECTRICAL ROOM :3-0 (� 45. CONCRETE HEADER CURB -" / 00 I 46. CONCRETE CURB AND GUTTER U) 0 POOL 8.00 47. CONCRETE SIDEWALK CONTROL JOINT, REF: B1/AS501 O M C 48. PAINTED CURB NOTING FIRE LANE, REF: C2/AS501 G 49. DIRECTIONAL PAVEMENT ARROW, REF: A4/AS501 29 50. STOP SIGN, REF: B2/AS501 W 0 30 CLUBHOUSE I 51. PAINTED PEDESTRIAN CROSSWALK, REF: C1/AS501 52. NOT D u 26.00 I 53. PAINTED LANE STRIP 54. PAINTED PARKING STRIPE N 20 LEGEND z co i G _ i - - - - PROPERTY LINE 0- SETBACK LINE PERMIT SET / Op .75 5.00 5.00 4.00 10.07 PHASE LINE 310 FENCE LINE ' cyt 0 ❑❑ ❑❑ - - - - - - - FIRE LANE REVISIONS 27 I6.00 CONVENIENCE BICYCLE RACK I ran OPTIONAL VERTICAL BICYCLE RACK - - � a �� ACCESSIBLE PARKING �20- PARKING LOT LIGHT I ~ 16 FIRE HYDRANT 0CARPORT SPOTLIGHT O10' PEDESTRIAN LIGHT I FIRE DEPARTMENT CONNECTION AS405 I B4 DRAWN BY E3L I3 AS501 REVIEWED BY MJH 3 KEY PLAN DATE 07/06/2018 I37 PROJECT NO. 17-0140 6' � � DRAWING NAME ENLARGED - - - - - - - - - - - - - - - - - - - - - SITE PLAN AS403 AS404 CLUBHOUSE AlNORTH 1" = 10'-0" 0 10, 20' AS402 AS/� 0 1 SHEET N0. AS 503 OF 2