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Home My WebLink AboutBROWNS ON HOWES - PDP/FDP - FDP140019 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSYCAMORE ST. MOUNTAIN AVE. SHERWOOD ST. MELDRUM ST. HOWES ST. CHERRY ST. MAPLE ST. LAPORTE AVE OLIVE ST. OAK ST. SITE WHITCOMB ST. LOOMIS ST. COLLEGE AVE. REMINGTON ST. MATHEWS ST. PETERSON ST. MASON ST. JEFFERSON ST. WALNUT ST. WILLOW ST. LINDEN ST. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\1033-001_COV.dwg LAYOUT NAME: C0.00 DATE: Nov 19, 2014 - 1:21pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C0.00 COVER SHEET C. Snowdon No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\1033-001_COV.dwg LAYOUT NAME: C0.01 DATE: Nov 19, 2014 - 1:21pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C0.01 CONSTRUCTION NOTES GENERAL & C. Snowdon A. Boese nts CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. C VAULT CABLE � � � � � � VAULT ELEC � VAULT ELEC VAULT CABLE VAULT ELEC VAULT CABLE � � E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV T T T T T T T T T T T T T T T VAULT ELEC VAULT ELEC VAULT ELEC VAULT CABLE � X X X X X X X X X X TRANS ELEC DN DN DN DN DN DN DN DN DN EXISTING EOP 30" VERTICAL CURB & GUTTER 24" RIBBON CURB 6" BARRIER CURB HOWES STREET (60' PUBLIC ROW) 6' EXISTING UTILITY EASEMENT 4' PUBLIC SIDEWALK PUBLIC ALLEY (20' PUBLIC ROW) PROPERTY LINE PROPERTY LINE ROW LINE ROW LINE EXISTING DRIVEWAY 5' PUBLIC SIDEWALK 10' PARKWAY EXISTING 5' SIDEWALK LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 TRASH ENCLOSURE 5' SIDEWALK 5' SIDEWALK PROPOSED FENCE (SEE DESIGN BY RUSSELL MILLS STUDIO) 11' PERMEABLE � � � � � � VAULT ELEC VAULT ELEC VAULT ELEC VAULT CABLE � E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G E E E E E E E E E CTV CTV CTV CTV FO FO FO FO FO FO FO G G G SS SS SS SS SS SS SS W W W W W W W ST ST ST ST ST ST HOWES STREET (60' PUBLIC ROW) PROPERTY LINE ROW LINE EXISTING DRIVEWAY 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL TRAFFIC RATED CLEANOUT (TYP.) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL TRAFFIC RATED CLEANOUT (TYP.) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL TRAFFIC RATED CLEANOUT (TYP.) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL TRAFFIC RATED CLEANOUT (TYP.) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL TRAFFIC RATED CLEANOUT (TYP.) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL TRAFFIC RATED CLEANOUT (TYP.) EXISTING 8" WATER LINE GAS SERVICE PROPOSED FENCE (BY OTHERS) LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 � � VAULT ELEC E E E E E E E E E E E E E E E E E E E CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV X OHE OHE OHE OHE FO FO FO FO FO FO FO FO G G G G SS SS SS SS SS SS SS SS W W W W W W W W ST ST ST ST ST ST ST ST HOWES STREET (60' PUBLIC ROW) PUBLIC ALLEY (20' PUBLIC ROW) PROPERTY LINE ROW LINE ROW LINE EXISTING DRIVEWAY 10' PARKWAY EXISTING 5' SIDEWALK LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 TRASH ENCLOSURE UD UD UD UD UD S S S S S S G VAULT CABLE G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD STMH STA 10+00.00 � � � � X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST DN DN DN DN DN DN DN DN DN UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD FFE=95.04 FFE=95.04 FFE=95.02 FFE=94.51 FFE=94.52 FFE=94.50 MAIN FLOOR FFE=95.64 4 RISERS BARRIER CURB 6" PERFORATED UNDERDRAIN (SEE BEDDING DETAILS) MONITORING WELL 8" DRAIN BASIN W/ 8" DOME GRATE MONITORING WELL COMBINATION INLET W/ ORIFICE PLATE HOWES STREET (60' PUBLIC ROW) EXISTING 6' UTILITY EASEMENT 4' PUBLIC SIDEWALK PUBLIC ALLEY (20' PUBLIC ROW) PROPERTY LINE PROPERTY LINE ROW LINE ROW LINE EXISTING DRIVEWAY 5' PUBLIC SIDEWALK LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 T RASH ENCLOSURE FENCE (BY OTHERS) DN DN DN DN VAULT CABLE X X X X X OHE OHE OHE OHE OHE OHE OHE W W W EXISTING EDGE OF ASPHALT PUBLIC ALLEY (20' ROW) 30" VERTICAL CURB & GUTTER TIE TO EXISTING 30" VERTICAL CURB & GUTTER TIE TO EXISTING EDGE OF ASPHALT 30" VERTICAL CURB & GUTTER EXISTING EDGE OF ASPHALT EXISTING GATE LOT 1 END CURB & GUTTER EXISTING TEMPORARY ASPHALT CURB EXISTING TEMPORARY FLOWLINE PROPOSED CONCRETE ACCESS DRIVE LOT 2 LOT 3 EXISTING 4' CROSS PAN 30" VERTICAL CURB & GUTTER SAW-CUT LINE 7' 1 EXISTING ASPHALT C5.00 (TO BE REMOVED) 20' EMERGENCY ACCESS EASMENT 4975 4980 4985 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Details\1033-001_DETAILS.DWG LAYOUT NAME: C6.00 DATE: Nov 19, 2014 - 1:23pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C6.00 CONSTRUCTION DETAILS C. Snowdon C. Snowdon N.A. 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Details\1033-001_DETAILS.DWG LAYOUT NAME: C6.01 DATE: Nov 19, 2014 - 1:23pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C6.01 CONSTRUCTION DETAILS C. Snowdon C. Snowdon N.A. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility 1/2" THK GALV. STEEL PLATE 24" 2 1/2" x 2" OPENING 1/2" %%C HOLES FOR 3/8" %%C EXPANSION BOLTS EMBEDDED 2" INTO CONCRETE WALL @ 12" O.C. MIN. 18" 1/2" THK GALV. STEEL PLATE 24" 2-1/4" DIAMETER OPENING 1/2" %%C HOLES FOR 3/8" %%C EXPANSION BOLTS EMBEDDED 2" INTO CONCRETE WALL @ 12" O.C. MIN. 18" CIRCULAR OPENING RECTANGULAR OPENING No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Details\1033-001_DETAILS.DWG LAYOUT NAME: C6.02 DATE: Nov 19, 2014 - 1:23pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C6.02 CONSTRUCTION DETAILS C. Snowdon No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Details\1033-001_DETAILS.DWG LAYOUT NAME: C6.03 DATE: Nov 19, 2014 - 1:23pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C6.03 CONSTRUCTION DETAILS C. Snowdon C. Snowdon N.A. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility 60" (1524 mm) DESIGN ENGINEER IS RESPONSIBLE 100" (2540 mm) 12" (305 mm) TYP FOR ENSURING THE REQUIRED BEARING CAPACITY OF SUBGRADE SOILS THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. MC-4500 END CAP 12" (305 mm) MIN 12" MIN 9" (229 mm) MIN DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 9" (229 mm) MIN 4" BASE (NO. 57) AQUA-BRIC (TYPE 1) W/ NO. 8 OR NO. 89 JOINT FILLER COMPACTED SUBGRADE INSTALL ROW WITH PERPENDICULAR OR PARALLEL SOLDIER COURSE INSTALL ROW WITH PERPENDICULAR OR PARALLEL SOLDIER COURSE 12" SUB-BASE (NO. 2) {1.CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING STORMWATER ITEMS: - COMPACTION OF SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC - INSTALLATION OF UNDERDRAIN - PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL - INSTALLATION OF EDGE RESTRAINT(S) - PLACEMENT AND COMPACTION OF BASE MATERIAL - PLACEMENT OF SETTING BED - PLACEMENT OF UNIT PAVERS - PLACEMENT AND SWEEPING OF JOINT FILLER 2.EDGE RESTRAINTS AND CURBS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR OR THE EARTHWORK CONTRACTOR PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND SUB-BASE. 3.INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM SHALL FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO. 18 AND FULL ICPI SPECIFICATIONS. WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTRACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A CURRENT PICP SPECIALIST DESIGNATION. }{4.GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE THAT ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE PICP SYSTEM IS INTENDED TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE OF CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY REQUIRE PROTECTION OF THE PERMEABLE PAVEMENT SYSTEM. 5.EXCAVATION OF SUBGRADE SHALL NOT COMMENCE UNTIL AFTER THE PRE-CONSTRUCTION MEETING. PRIOR TO PLACING THE SUB-BASE AGGREGATE, THE UPPER 12 INCHES OF THE SUBGRADE MATERIALS AT THE BASE OF THE SUB-EXCAVATION SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AT MOISTURE CONTENTS WITHIN 0 TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. THE GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE PREPARATION AND PROVIDE APPLICABLE TESTING AND REPORTING. 6.THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR. }{7.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. 8.ALL CUT PAVERS USED MUST BE AT LEAST 40% OF THEIR FULL, UNCUT SIZE. 9.THE CONTRACTOR SHOULD CONSIDER PLACING THE WEARING COURSE AFTER FINE GRADING AND LANDSCAPING IN ADJACENT AREAS IS COMPLETE. IF THE WEARING COURSE BECOMES CLOGGED DUE TO CONSTRUCTION ACTIVITIES, CLEAN THE SURFACE WITH A VACUUM MACHINE TO RESTORE THE INFILTRATION RATE AFTER CONSTRUCTION IS COMPLETE. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Details\1033-001_DETAILS.DWG LAYOUT NAME: C6.05 DATE: Nov 19, 2014 - 1:23pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C6.05 CONSTRUCTION DETAILS C. Snowdon C. Snowdon N.A. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility � � � � VAULT ELEC VAULT ELEC � X X G G G G G G G G TRANS ELEC ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD DN DN DN DN DN DN DN DN DN MONITORING WELL MONITORING WELL COMBINATION INLET W/ ORIFICE PLATE HOWES STREET (60' PUBLIC ROW) EXISTING 6' UTILITY EASEMENT 4' PUBLIC SIDEWALK PROPERTY LINE PROPERTY LINE ROW LINE EXISTING DRIVEWAY 5' PUBLIC SIDEWALK TRASH ENCLOSURE SEAT WALL LANDSCAPE WALL W/ FENCE RAISED PLANTER BED 10' PARKWAY EXISTING 5' SIDEWALK PERMEABLE PAVER SECTION W/ UNDERGROUND DETENTION STRUCTURE 6" PERFORATED UNDERDRAIN w/ C7.01 EROSION CONTROL DETAILS C. Snowdon B. Ruch N/A No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Drng\1033-001_EROS.dwg LAYOUT NAME: C7.01 DATE: Nov 19, 2014 - 1:23pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [1033-001_xAdj] [1033-001_xExst] [1033-001_xPgrad] [1033-001_xPutil] [1033-001_xSite] [1033-001_xTopo] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 VEHICLE CONTROL TRACKING PAD NOT TO SCALE COMPACTED BACKFILL FLOW SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO POST. D6461) ANCHORED IN 24" MIN 6' MAX FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 18" MIN 24" MIN 42" MIN POSTS {PREASSEMBLED SILT FENCE} JOIN FIRST NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED. � � � � � � VAULT CABLE X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD DN DN DN DN DN DN DN DN DN HOWES STREET (60' PUBLIC ROW) 6' EXISTING UTILITY EASEMENT 4' PUBLIC SIDEWALK PUBLIC ALLEY (20' PUBLIC ROW) PROPERTY LINE PROPERTY LINE ROW LINE ROW LINE EXISTING DRIVEWAY 5' PUBLIC SIDEWALK acres A1 0.78 0.342 0.97 acres A2 0.55 0.172 0.67 a1 a2 IMPERVIOUS PAVERS 6" PERFORATED UNDERDRAIN w/ BIO-SWALE SECTION MONITORING WELL 8" DOME GRATE W/ 8" DRAIN BASIN MONITORING WELL COMBINATION INLET w/ ORIFICE PLATE 6" PERFORATED UNDERDRAIN LANDSCAPE ISLAND W/ 8" DOME GRATE LANDSCAPE ISLAND W/ 8" DOME GRATE LANDSCAPE ISLAND W/ 8" DOME GRATE LANDSCAPE ISLAND W/ 8" DOME GRATE UNDERGROUND STORAGE STRUCTURE BIO-SWALE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 PERMEABLE PAVERS & UNDERGROUND STORAGE No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Drng\1033-001_DRNG.dwg LAYOUT NAME: C8.00 DATE: Nov 19, 2014 - 1:24pm CAD OPERATOR: ben LIST OF XREFS: [1033-001_xTopo] [1033-001_xExst] [1033-001_xPgrad] [1033-001_xPutil] [1033-001_xSite] [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C8.00 DRAINAGE PLAN C. Snowdon C. Snowdon 1" = 10' FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION LEGEND: NOTES: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner NORTH 5013 PROPOSED CONTOUR 93 PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROPOSED OVERLAND FLOW DIRECTION CURB & GUTTER EXISTING STORM SEWER LINE PROPERTY BOUNDARY EXISTING INLET GRATE PROPOSED UNDERDRAIN UD PROPOSED STORM DRAIN PROPOSED RIBBON CURB PROPOSED PERMEABLE PAVERS acres B 0.56 1.79 0.86 a BASIN ACREAGE DESIGN POINT BASIN DELINEATION MAJOR RUNOFF COEFFICIENT PROPOSED BASIN LINES ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 MINOR RUNOFF COEFFICIENT POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. {SILT FENCE JOINTS} DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. {INSTALLATION NOTES: }1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN. 4" MIN. {1 " x 1 " WOODEN FENCE POSTS} COMPACTED BACKFILL SILT FENCE WATTLE INSTALLATION NOT TO SCALE WATTLES - DETAIL A FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' WATTLES - DETAIL B W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE %CURB INLET WATTLE PROTECTION SETUP% SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: 10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. 11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x 1" WOOD STAKES 18"-24" W1 THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. WATTLE MAINTENANCE NOTES: 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS 4' MAX. {PERVIOUS INSTALLATION} {IMPERVIOUS INSTALLATION} SEDIMENT DEPOSITION ZONE W3 W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SIDEWALK CULVERT/CHASE/PAN W4 W3, W4 & W5 NOTES: 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP. END SHALL TIGHTLY ABUT TO BACK OF CURB SEDIMENT DEPOSITION ZONE W5 TUBULAR MARKER EXISTING OR PROPOSED INLET CONCRETE CHASE/TRICKLE CHANNEL SETUP END SHALL TIGHTLY ABUT TO BACK OF CURB CURBSIDE CHECKDAMS SETUP VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK %PLAN% CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. LOCATION OF CONCRETE WASHOUT AREA IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. {NOTES: }1. 2. 3. 4. 5. 6. 7. 3H:1V OR FLATTER SIDE SLOPES 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA NOT TO SCALE WIRE ENCLOSED 1 1/2" CRUSHED ROCK DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED DROP INLET BLOCK INLET DROP RUNOFF FILTERED OVERFLOW SECTION A-A PLAN VIEW STACKED 24" HIGH (2) CINDER BLOCKS AND GRAVEL FILTER A A DROP INLET WITH GRATE WITH NO GAPS (TYP.) TIGHTLY ABUTTING WATTLE FILTER DROP INLET INLET PLAN VIEW ENTRENCH 3" CORNERS. EXCESS AT FRAME. GATHER AND STAPLE TO WITH GEOTEXTILE WRAP WOOD FRAME WOOD FRAME WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET 3' 0'' 1' 6'' MAX. A DEPTH OF 6'' X 6'' BURY GEOTEXTILE AT %DROP INLET SILT FENCE BOX FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED. OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. { GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH. TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4. 5. WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) DROP INLET PROTECTION NOT TO SCALE 01 C7.01 02 C7.01 04 C7.01 05 C7.01 06 C7.01 SF MANHOLE ROCK BERM SHALL 2"x 4" WOOD STUD EXTENDED INTO CONCRETE BLOCKS WIRE ENCLOSED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD OVERFLOW FILTERED RUNOFF %SECTION A-A A A %PLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %SECTION B-B %PLAN VIEW B B ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. TUBULAR MARKER TUBULAR MARKER 2' 3' 4' CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE {CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP)} INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN 5" MAX BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER CURB INLET PROTECTION NOT TO SCALE 03 C7.01 SF W VTC RS CWA IP IP 0" ON BEDROCK OR HARD SURFACE, 2" IN SOIL ROCK SOCK SECTION ROCK SOCK PLAN 4" TO 6" MAX AT CURBS, OTHERWISE 6"-10" DEPENDING ON EXPECTED SEDIMENT LOADS ROCK SOCK JOINTING 12" 12" {ROCK SOCK INSTALLATION NOTES }1.SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS. 2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS). 3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}", RECOMMENDED MINIMUM ROLL WIDTH OF 48". 4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 {3/4}" 0-15 MATCHES SPECIFICATIONS FOR {NO. 3/4 8}COARSE " AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL 0-5 BE FRACTURED FACE, ALL SIDES ROCK SOCK NOT TO SCALE 07 C7.01 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner BIO-SWALE SECTION 8" DOME GRATE W/ 8" DRAIN BASIN 6" PERFORATED UNDERDRAIN LANDSCAPE ISLAND W/ 8" DOME GRATE LANDSCAPE ISLAND W/ 8" DOME GRATE LANDSCAPE ISLAND W/ 8" DOME GRATE LANDSCAPE ISLAND W/ 8" DOME GRATE UNDERGROUND STORAGE STRUCTURE RS CIP1 IP IP IP IP IP IP IP SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF IP CWA VTC IP SF SF SF SF SF SF SF SF SF SF PUBLIC ALLEY (20' PUBLIC ROW) LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 TREE TO BE PROTECTED TREE TO BE PROTECTED TREE TO BE PROTECTED NORTH ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 NOTES: {1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 3.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 4.TOTAL DISTURBED AREA = 0.44 ACRES 5.SWMP ADMINISTRATOR: Contact________________________________ Company________________________________ Address________________________________ Phone________________________________ 6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 7.SEE "GRADING & EROSION CONTROL NOTES" ON SHEET C0.01 OF THE UTILITY PLAN SET FOR BROWNS ON HOWES PREPARED BY NORTHERN ENGINEERING DATED 11.19.14 FOR ADDITIONAL INFORMATION. 8.THE LOCATION OF EROSION CONTROL MEASURES HAS BEEN SHOWN FOR REFERENCE ONLY. THE CONTRACTOR MAY ALTER THE NUMBER OR LOCATION OF THE EROSION CONTROL MEASURES AS REQUIRED. 9.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE STABILIZATION METHODS.} EXISTING LOT LINES LEGEND: PROPOSED ELECTRIC TRANSFORMER PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner TF C7.00 EROSION CONTROL PLAN C. Snowdon C. Snowdon 1"=10' PROPOSED BIKE RACK EXISTING TREE EXISTING FENCE X CIP1 W IP VTC CWA SF TEMPORARY BMP'S: VEHICLE TRACKING CONTROL CONCRETE WASHOUT CURB INLET PROTECTION DROP INLET PROTECTION WATTLE DIKE SILT FENCE NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. SF TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE (DESCRIPTION) PHASE I (GRADING) PHASE II (INFRASTRUCTURE) PHASE III (VERTICAL CONSTRUCITON) PHASE IV (PERMANENT BMP'S) G�� (I�� O��) Overlot P�� I�� Stormwater C�� I�� Site Walls Building Structure M�� Hardscape Amenities BEST MANAGEMENT PRACTICES T�� Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Wattles, Rock Socks, etc.) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) P�� Mulching/Sealant Permanent Seed Planting Sewer Service Water Service Curb and Gutter 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORMWATER FACILITIES UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. EROSION CONTROL NOTES: ROCK SOCK RS No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Drng\1033-001_EROS.dwg LAYOUT NAME: C7.00 DATE: Nov 19, 2014 - 1:23pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [1033-001_xAdj] [1033-001_xExst] [1033-001_xPgrad] [1033-001_xPutil] [1033-001_xSite] [1033-001_xTopo] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Planner DRAWN BY: SCALE: DATE: CHECKED: THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND ADVANCED DRAINAGE SYSTEMS, INC. PROJECT REQUIREMENTS. R 70 INWOOD ROAD, SUITE 3 � ROCKY HILL, CT 06067 PHONE: 888-892-2694 � FAX: 866-328-8401 D�� R�� R�� S�� S�� M��SM WWW.STORMTECH.COM 12-29-10 NTS JM KAM MC-4500 ISOLATOR ROW PROFILE CATCH BASIN OR MANHOLE 24" (600 mm) HDPE ACCESS PIPE REQUIRED. USE FACTORY PRE-CORED END CAPS. COVER PIPE CONNECTION TO END CAP WITH ADS 601 NON-WOVEN GEOTEXTILE (OR EQUAL) 2 LAYERS OF ADS 315WTM WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS. 10.3' (3.1 m) MIN. WIDE STRIPS MC-4500 END CAP SUMP DEPTH TBD BY DESIGN ENGINEER THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. ADVANCED DRAINAGE SYSTEMS, INC. R 70 INWOOD ROAD, SUITE 3 �ROCKY HILL, CT 06067 PHONE: 888-892-2694 �FAX: 866-328-8401 D�� R�� R�� S�� S�� M��SM WWW.STORMTECH.COM DRAWN BY: SCALE: DATE: CHECKED: 11-22-11 NTS KAM MC-4500 TECHNICAL SPECIFICATIONS NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN THE END CAP OPENING. 12" [305 mm] MIN. 12" [305 mm] MIN. PART NUMBERS ENDING WITH "B" ARE FOR STUBS AT BOTTOM OF END CAP. PART NUMBERS ENDING WITH "T" ARE FOR STUBS AT TOP OF END CAP. 52" (1321 mm) 48.3" (1227 mm) INSTALLED 59.4" (1509 mm) 90.2" (2291 mm) 35.1" (891 mm) 30.7" (781 mm) INSTALLED 32.8" (832 mm) 100" (2540 mm) 60" (1524 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W x H x INSTALLED LENGTH) 100.0" x 60.0" x 48.3" [2540 mm x 1524 mm x 1227 mm] CHAMBER STORAGE 106.5 ft³ [3.01 m³] MINIMUM INSTALLED STORAGE* 162.6 ft³ [4.60 m³] NOMINAL WEIGHT 120 lbs [54.4 kg] NOMINAL END CAP SPECIFICATIONS SIZE (W x H x INSTALLED LENGTH) 90.2" x 59.4" x 30.7" [2291 mm x 1509 mm x 781 mm] END CAP STORAGE 35.7 ft³ [1.01 m³] MINIMUM INSTALLED STORAGE* 108.7 ft³ [3.08 m³] NOMINAL WEIGHT 120 lbs [54.4 kg] NOTE: ALL DIMENSIONS ARE NOMINAL 1. CUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). 2. THE INVERT LOCATIONS IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. CREST WEB VALLEY STIFFENING RIB CREST STIFFENING RIB VENT HOLES LOWER JOINT CORRUGATION UPPER JOINT CORRUGATION VALLEY FOOT BUILD ROW THIS DIRECTION MC4500REPE24B 24" [600 mm] N/A 2.26" [57 mm] MC4500REPE24T 24" [600 mm] 23.05" [590 mm] N/A MC4500REPE18B 18" [450 mm] N/A 1.97" [50 mm] MC4500REPE18T 18" [450 mm] 29.36" [746 mm] N/A MC4500REPE15B 15" [375 mm] N/A 1.70" [43 mm] MC4500REPE15T 15" [375 mm] 32.72" [831] N/A MC4500REPE12B 12" [300 mm] N/A 1.55" [39 mm] MC4500REPE12T 12" [300 mm] 35.69" [907 mm] N/A MC4500REPE10B 10" [250 mm] N/A 1.13" [29 mm] MC4500REPE10T 10" [250 mm] 38.37" [975 mm] N/A MC4500REPE08B 8" [200 mm] N/A 1.01" [26 mm] MC4500REPE08T 8" [200 mm] 40.50" [1029 mm] N/A MC4500REPE06B 6" [150 mm] N/A 0.86" [22 mm] MC4500REPE06T 6" [150 mm] 42.54" [1081 mm] N/A PART # STUB B C C CB *ASSUMES 9" (229 mm) STONE FOUNDATION, 9" (229 mm) ROW SPACING, 12" (305 mm) STONE ABOVE, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. MC4500REPE42B 42" [1050 mm] N/A 3.55" [90 mm] MC4500REPE36B 36" [900 mm] N/A 3.25" [83 mm] MC4500REPE30B 30" [750 mm] N/A 2.95" [75 mm] DRAWN BY: SCALE: DATE: CHECKED: THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND ADVANCED DRAINAGE SYSTEMS, INC. PROJECT REQUIREMENTS. R 70 INWOOD ROAD, SUITE 3 � ROCKY HILL, CT 06067 PHONE: 888-892-2694 � FAX: 866-328-8401 D�� R�� R�� S�� S�� M��SM WWW.STORMTECH.COM 12-29-10 NTS JM KAM MC-4500 UNDERDRAIN DETAIL C C B B A A TO OUTLET CONTROL STRUCTURE BED PERIMETER NUMBER AND SIZE OF UNDERDRAINS PER ENGINEER'S DESIGN DUAL WALL PERFORATED HDPE UNDERDRAIN PIPE STONE BEDDING UNDER DRAINAGE PIPE ADS 601 NON-WOVEN GEOTEXTILE (OR EQUAL) MC-4500 CHAMBER DUAL WALL PERFORATED HDPE UNDERDRAIN PIPE STONE BEDDING UNDER DRAINAGE PIPE ADS 601 NON-WOVEN GEOTEXTILE (OR EQUAL) OUTLET PIPE STONE BEDDING UNDER DRAINAGE PIPE ADS 601 NON-WOVEN GEOTEXTILE (OR EQUAL) SECTION A-A SECTION B-B SECTION C-C MC-4500 END CAP MC-4500 END CAP FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS STORMTECH GENERAL NOTES 1. STORMTECH REQUIRES INSTALLING CONTRACTORS TO USE AND UNDERSTAND STORMTECH'S LATEST INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION. 2. OUR TECHNICAL SERVICES DEPARTMENT OFFERS INSTALLATION CONSULTATIONS TO INSTALLING CONTRACTORS. CONTACT OUR TECHNICAL SERVICES REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE A PRE-INSTALLATION CONSULTATION. OUR REPRESENTATIVES CAN THEN ANSWER QUESTIONS OR ADDRESS COMMENTS ON THE STORMTECH CHAMBER SYSTEM AND INFORM THE INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION REQUIREMENTS BEFORE BEGINNING THE SYSTEM'S CONSTRUCTION. CALL 1-888-892-2694TO SPEAK TO A TECHNICAL SERVICES REPRESENTATIVE OR VISITWWW. STORMTECH.COMTO RECEIVE A COPY OF OUR INSTALLATION INSTRUCTIONS. 3. STORMTECH'S REQUIREMENTS FOR SYSTEMS WITH PAVEMENT DESIGN (ASPHALT, CONCRETE PAVERS, ETC.):MINIMUM COVER IS 18" [457 mm] NOT INCLUDING PAVEMENT; MAXIMUM COVER IS 96" [2438 mm] INCLUDING PAVEMENT. FOR INSTALLATIONS THAT DO NOT INCLUDE PAVEMENT, WHERE RUTTING FROM VEHICLES MAY OCCUR, MINIMUM REQUIRED COVER IS 24" [610 mm], MAXIMUM COVER IS 96" [2.438 m]. 4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE DESIGN ENGINEER. 5. AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE (FILTER FABRIC) MUST BE USED AS INDICATED IN THE PROJECT PLANS. 6. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS. 7. BACKFILLING OVER THE CHAMBERS MUST FOLLOW REQUIREMENTS AS INDICATED IN THE MOST CURRENT VERSION OF STORMTECH'S INSTALLATION INSTRUCTIONS. 8. THE CONTRACTOR MUST REFER TO STORMTECH'S INSTALLATION INSTRUCTIONS FOR A TABLE OF ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF COVER. THIS INFORMATION IS ALSO AVAILABLE AT STORMTECH'S WEBSITE: WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING VEHICLES THAT EXCEED STORMTECH'S REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER THE STORMWATER SYSTEM. TEMPORARY FENCING, WARNING TAPE AND APPROPRIATELY LOCATED SIGNS ARE COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING SENSITIVE CONSTRUCTION AREAS. 9. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT THE STORMWATER SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATIONS. 10. STORMTECH PRODUCT WARRANTY IS LIMITED. SEE CURRENT PRODUCT WARRANTY FOR DETAILS. TO ACQUIRE A COPY CALL STORMTECH AT 1-888-892-2694OR VISIT WWW.STORMTECH.COM DRAWN BY: SCALE: DATE: CHECKED: THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND ADVANCED DRAINAGE SYSTEMS, INC. PROJECT REQUIREMENTS. R 70 INWOOD ROAD, SUITE 3 � ROCKY HILL, CT 06067 PHONE: 888-892-2694 � FAX: 866-328-8401 D�� R�� R�� S�� S�� M��SM WWW.STORMTECH.COM STORMTECH GENERAL NOTES N/A 3/30/10 KLJ 10.BASE BID PAVERS SHALL BE AQUA-BRIC (80MM) BY BORGERT PRODUCTS IN THE 'AUTUMN BLEND' THREE-COLOR BLEND. DEFAULT LAYING PATTERN SHALL BE 45 HERRINGBONE WITH AN UNCUT SAILOR OR SOLDIER COURSE ALONG THE ENTIRE PERIMETER. CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER PRIOR TO PURCHASING. 11.CONTRACTOR SHALL PROVIDE A 2% TO 3% OVERSTOCK OF UNCUT PAVERS TO THE OWNER FOR USE IN FUTURE REPAIRS AND REPLACEMENT. } RIBBON CURB PAVER SECTION WITH UNDERDRAIN PAVEMENT RIBBON CURB PAVEMENT SUBGRADE FLOOR ELEVATION 30-mil PVC GEOMEMBRANE WITH CDOT CLASS B GEOTEXTILE SEPARATOR ABOVE AND BELOW PVC LINER NOMINAL 3/4" - 2" (19 mm - 51 mm) CLEAN, CRUSHED, ANGULAR STONE (AASHTO M43 #3 & #4 STONE SIZES ALLOWED) CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBERS SHALL MEET ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS. 30-mil PVC GEOMEMBRANE WITH CDOT CLASS B GEOTEXTILE SEPARATOR ABOVE AND BELOW PVC LINER 30-mil PVC GEOMEMBRANE WITH CDOT CLASS B GEOTEXTILE SEPARATOR ABOVE AND BELOW PVC LINER 2" BEDDING (NO. 8 OR NO. 89) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Details\1033-001_DETAILS.DWG LAYOUT NAME: C6.04 DATE: Nov 19, 2014 - 1:23pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C6.04 CONSTRUCTION DETAILS C. Snowdon C. Snowdon N.A. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Planner 1 PAVER SECTION C6.04 NOT TO SCALE DRAWN BY: SCALE: DATE: CHECKED: THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND ADVANCED DRAINAGE SYSTEMS, INC. PROJECT REQUIREMENTS. R 70 INWOOD ROAD, SUITE 3 � ROCKY HILL, CT 06067 PHONE: 888-892-2694 � FAX: 866-328-8401 D�� R�� R�� S�� S�� M��SM WWW.STORMTECH.COM 12-29-10 NTS JM KAM MC-4500 ACCEPTABLE FILL MATERIALS 60" (1524 mm) 12" (305 mm) MIN 7.0' (2.13 m) MAX 100" (2540 mm) 12" (305 mm) TYP 100" (2540 mm) ADS 601 NON-WOVEN GEOTEXTILE (OR EQUAL) ALL AROUND CLEAN, CRUSHED, ANGULAR STONE C D IF REQUIRED B A ONCE LAYER C IS PLACEDANY SOIL/MATERIAL CAN BE PLACED IN LAYER D UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIALS REQUIREMENTS OF LAYER C OR D AT THE DESIGN ENGINEER'S DISCRETION. PAVEMENT AND SUBBASE DESIGN (BY ENGINEER) MOST PAVEMENT SUBGRADE MATERIALS CAN BE USED IN LIEU OF REQUIREMENTS FOR LAYERS C & D FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" [610 mm] ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THIS LAYER. EMBEDMENT STONE SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE TO THE 'C' LAYER ABOVE. FOUNDATION STONE BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, < 35% FINES. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. N/A 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 3, 4 3, 4 PREPARE PER ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. BEGIN COMPACTION AFTER 24" [610 mm] OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADD- ITIONAL LAYERS IN 12" [305 mm] MAX LIFTS TO A MIN. 95% STANDARD PROCTOR DENSITY. NO COMPACTION REQUIRED. PLATE COMPACT OR ROLL TO ACHIEVE A 95% STANDARD PROCTOR DENSITY ² MATERIAL LOCATION DESCRIPTION AASHTO M43 COMPACTION/DENSITY REQUIREMENT DESIGNATION¹ PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: “CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE”. 2. AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS ON OPEN GRADED STONE, STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9” [229 mm] (MAX) LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR. ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS A B C D CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4 - 2 INCH [19 - 51 mm] CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIBUTION BETWEEN 3/4 - 2 INCH [19 - 51 mm] 24" (610 mm) MIN* 9" (229 mm) TYP DEPTH OF STONE TO BE DETERMINED BY DESIGN ENGINEER 9" (229 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS, WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 30" (762 mm) THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. ADVANCED DRAINAGE SYSTEMS, INC. R 70 INWOOD ROAD, SUITE 3 �ROCKY HILL, CT 06067 PHONE: 888-892-2694 �FAX: 866-328-8401 D�� R�� R�� S�� S�� M��SM WWW.STORMTECH.COM DRAWN BY: SCALE: DATE: CHECKED: 12-29-10 NTS JM KAM MC-4500 CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH MC-4500 OR APPROVED EQUAL. 2. CHAMBERS SHALL BE MADE FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 5. CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F 2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 7. ONLY CHAMBERS THAT ARE APPROVED BY THE ENGINEER WILL BE ALLOWED. THE CONTRACTOR SHALL SUBMIT (3 SETS) OF THE FOLLOWING TO THE ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: a. A STRUCTURAL EVALUATION BY A REGISTERED STRUCTURAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET. b. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL CROSS SECTION IS BASED. 8. THE INSTALLATION OF CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST INSTALLATION INSTRUCTIONS. MC-4500 STORMWATER CHAMBER SPECIFICATIONS DRAWN BY: SCALE: DATE: CHECKED: THE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND ADVANCED DRAINAGE SYSTEMS, INC. PROJECT REQUIREMENTS. R 70 INWOOD ROAD, SUITE 3 � ROCKY HILL, CT 06067 PHONE: 888-892-2694 � FAX: 866-328-8401 D�� R�� R�� S�� S�� M��SM WWW.STORMTECH.COM 6/15/11 NTS KLJ KAM MC-4500 INSPECTION PORT DETAIL NOTES: 1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY OF (2) CHAMBER CORRUGATION VALLEYS CONTAINING A STIFFENING RIB. 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. CONNECTION DETAIL NTS 8" [203 mm] 4" [100 mm] SCHED 40 PVC COUPLING 4" [100 mm] SCHED 40 PVC 4" [100 mm] SCHED 40 PVC MC-4500 CHAMBER 4" [100 mm] SCHED 40 SCREW-IN CAP ADS 601 NON-WOVEN GEOTEXTILE (OR EQUAL) NOMINAL 3/4 - 2 INCH [19 mm - 51 mm] CLEAN CRUSHED ANGULAR STONE NYLOPLAST 12" [300 mm] INLINE DRAIN BODY W/ 12" [300 mm] SOLID HINGED COVER AND FRAME (SEE NYLOPLAST DWG# 7003-110-044 FOR PAVED APPLICATIONS / SEE DWG# 7003-110-045 FOR UNPAVED APPLICATIONS) CONCRETE COLLAR PAVEMENT GRANULAR WELL GRADED SOIL / AGGREGATE MIXTURES CORE 4.5" [114 mm] Ø HOLE IN CHAMBER (4.5" [114 mm] HOLE SAW REQ'D) ANY OF (2) VALLEY LOCATIONS CONTAINING STIFFENING RIBS Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Planner REV. DESCRIPTION BY MM/DD/YY CHK'D 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 NOTE:ALL DIMENSIONS ARE ± 1/2 FOOT. ADVANCED DRAINAGE SYSTEMS, INC. R ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DIA. DET/RET SYSTEM SHEET DRAWING NUMBER: DRAWN BY: DATE: CK'D BY: SCALE: NTS STRUCTURE CONNECTION INSTALLATION DETAIL CKS 10/10/06 1 OF 1 1 UPDATED DRAWING TJR 02/20/07 CKS NOTES: 1. MAXIMUM INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS AS SPECIFIED BY THE MANUFACTURER. 2. SEE STANDARD DETAILS STD-202 (A-B) THROUGH STD-204 (A-E) FOR STRUCTURE CONNECTIONS, PRODUCT INFORMATION AND DIMENSIONAL PIPE DATA. INSTALLATION RECOMMENDATIONS ARE ALSO SPECIFIED IN TECHNICAL NOTE 5.04: HDPE CONNECTIONS TO MANHOLES AND STRUCTURES. 3. PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER. EXTRA PRECAUTIONS MUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT BETWEEN THE PIPE AND MANHOLE. © 2007 ADS, INC. VARIES INSURE BACKFILL IS PLACED UNDER PIPE AND PROPERLY COMPACTED 1 1/2 I.D. MIN. 1 1/2 1.D. MIN. FINISH GRADE MANHOLE/STRUCTURE WALL FIRST COUPLER SHOULD BE 18" (045m) FROM WALL OR BE ENCASED IN FLOWABLE FILL BEDDING NATIVE SOIL SUITABLE FOUNDATION FINISH GRADE CLASS I OR II BACKFILL PER ASTM D2321. COMPACTED IN 8" (0.2m) MAX. LIFTS TO A MIN. OF 90% MAX. STANDARD PROCTOR DENSITY MANHOLE OPENING OUTSIDE DIAMETER OF HDPE PIPE 12" (0.3m) MIN. UNDISTURBED EARTH NOT TO SCALE 3 C6.03 DIMENSIONS FOR SLOTTED PVC PIPE {NOTE}: "SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. SCREEN SLOT TABLE A B C D E PIPE SIZE ROWS OF SLOTS MAXIMUM SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT SPACING O.C. MINIMUM OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN. 60 90 120 A C D B NOT TO SCALE 4 C6.03 MONITORING BASIN 4" MIN EXTEND MIN. 6" INTO SUBGRADE 6" VARS. INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90� SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN � .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS BOTTOM w/ CAP 12" NYLOPLAST STANDARD H-20 HINGED GRATE (ROTATE TO MATCH IF RISER IS REQUIRED THE PAVER PATTERN) BASE IS POURED WITH A "SHIP-LAP" JOINT. 2'-0" 3'-0" GRATING (SEE DETAIL, THIS DRAWING) GRATING DETAIL 3. 2. WEIGHT: 560 LBS 1. NOTES: %ISOMETRIC VIEW PLAN VIEW N.T.S. 4' 6" 6" 2' 6" N.T.S. 6" 5'-8" MAX 3'-0" MIN M.A. STEPS @12" O.C. 4 TON P52 SL (NUMBER REQ'D VARIES WITH HEIGHT) 5'-8" MAX 3'-0" MIN 6" N.T.S. SECTION B-B 3' 6" 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE DESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: LIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 N.T.S. N.T.S. DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. 3' GRATING (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A SECTION A-A B B A A SECTION DIRECTION LINE A-SECTION A (ARROWS IS VIEWED) POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES OPEN AREA: 260 SQ. IN. 3'-7" CURB ADJUSTS 4" 2'-7" 6" 3 1/4" TO 9" ANCHORS DATE DRAWN: 3/3/05 D43.dwg DRAWN BY: T. COX SINGLE CURB INLET CAD FILE NAME: DETAIL D-43 STORMWATER CONSTRUCTION DETAILS P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / {NOTES: }1.REFER TO THE BIORETENTION SAND MEDIA SPECIFICATION FOR MORE INFORMATION ON THE SOIL MIX. 2.BIORETENTION SAND MEDIA SHALL BE PROVIDED BY HAGEMAN EARTH CYCLE OR APPROVED EQUAL. 3.THE SOIL SECTION AS SHOWN ON THIS DETAIL SHALL BE PLACED IN ALL LOCATIONS OF THE POND BELOW THE TOP OF THE OUTLET STRUCTURE AT ELEVATION 4971.55. NOT TO SCALE SOUTHERN UNDERDRAIN SECTION 3' BIO-SWALE BEDDING SECTION 6" MIN./ 12" MAX. M�� 19, 2011 CITY OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION PART 1 - GENERAL A. Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance. B. BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C. Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1. P-Index of less than 30 2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3. Cation Exchange Capacity (CEC) greater than 10 4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense. D. BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. PART 2 - SOIL MATERIALS A. Sand 1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33. B. Shredded Paper 1. BSM shall consist of 5-10% shredded paper by volume. 2. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. 3. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. C. Topsoil 1. BSM shall consist of 5-10% topsoil by volume. 2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. 3. Onsite, native material shall not be used as topsoil. 4. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. 5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6. Contractor shall certify that topsoil meets these specifications. D. Leaf Compost 1. BSM shall consist of 10-20% leaf compost by volume. 2. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. 3. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. 4. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project site. 5. Compost material shall also meet the following criteria: a. 100 percent of the material shall pass through a 1/2 inch screen b. PH of the material shall be between 6.0 and 8.4 c. Moisture content shall be between 35 and 50 percent d. Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) e. Maturity indicator expressed as Carbon to Nitrogen ration < 12 f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 g. Minimum organic matter shall be 40 percent dry weight basis h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm i. Phosphorus content shall be no greater than 325 parts per million j. Heavy metals (trace) shall not exceed 0.5 parts per million k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels PART 3 - EXECUTION A. General 1. Refer to project specifications for excavation requirements. B. Placement Method 1. BSM material shall be spread evenly in horizontal layers. 2. Thickness of loose material in each layer shall not exceed 9-inches. 3. Compaction of BSM material is not required. NOT TO SCALE BIORETENTION SAND MEDIA SPECIFICATIONS 1 C6.03 2 C6.03 C. Snowdon N.A. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Planner CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL 12 IN. MIN. 12 IN. MIN. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL UNSTABLE SUBGRADE TRENCH WIDTH AS SPECIFIED ROCK 1 1/2 IN. COMPACTED GRANULAR OR TRENCH WALL SLOPE COMPACTED MATERIAL GRANULAR NOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. 12 IN. MIN. 1/8 PIPE O.D. OR 4 IN. MIN. SLOTTED PIPE PERFORATED OR GRAVEL FILTER BACKFILL COMPACTED DENSELY TRENCH WIDTH AS SPECIFIED CLASS C BEDDING TRENCH WIDTH AS SPECIFIED 1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL PIPE O.D. + 8 IN. 1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL PIPE O.D. 12 IN. MIN. OR 6 IN. MIN. 1/8 PIPE O.D. 3000 CONCRETE P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE GRADED COMPACTED ROCK OR MATERIAL GRANULAR COMPACTED PIPE O.D. 12 IN. MIN. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. PIPE O.D. 1/OR 8 4 PIPE IN. MIN. O.D. PIPE O.D. BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC. MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC 12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE NATIVE SOIL AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90% DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE APPD BY DATE 9-30-99 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 9-30-99 CJA NON TRAFFIC INSTALLATION BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE NATIVE SOIL AND BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED TO A MIN OF 90% N Y L O P L A S T DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-197 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 8 IN DOME GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 3-3-06 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3-13-10 EBC 0899CGD DUCTILE IRON 8" DOME GRATE DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001-110-228 APPROX. DRAIN AREA = 30.00 SQ IN APPROX. WEIGHT = 4.54 LBS 8" INLINE DRAIN OR 8" DRAIN BASIN BODY TOP � 8.00 4.00 � ©2010 NYLOPLAST DWG SIZE A SCALE 1:6 SHEET 1 OF 1 DWG NO. 7001-110-228 REV B 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� 8 IN DOME LOCKING GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 2-20-06 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3-14-10 EBC 1/4-20 X 4 1/2" LONG HEX BOLT (7/16" SOCKET) ZINC-PLATED STEEL 8" DOME GRATE 8" DUCTILE IRON GRATE LOCK BAR 1/4-20 X 1/2" LONG SOCKET HEAD CAP SREWS (ALLEN HEAD) BLACK STEEL 2 PLACES DRILL � .281 HOLE THRU DRILL � .281 HOLE THRU 2 PLACES 0899CGDL � B ©2010 NYLOPLAST A D MIN D MIN DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-104 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 ��.��-��.�� DRAIN BASIN WITH REDUCER OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 2-6-03 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3-11-10 EBC B A C MIN CONE STYLE REDUCER NOTE: DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY � ©2010 NYLOPLAST CAP STYLE REDUCER 6" MIN ON 8" - 24" 10" MIN ON 30" 6" MIN ON 8" - 24" 10" MIN ON 30" 1 100-YR ORIFICE PLATE DETAIL C6.02 NOT TO SCALE Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Planner All residential water service shall be installed in the center of the lot All water and sanitary sewer service shall have a minimum of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit. No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet Use type K copper for the service from the corporation stop to a minimum of 5 feet up to and including the curb stop. The owner is responsible for service from the The City is responsible for maintaining the water main, corporation stop, and service piping Locate curb box and meter pit according to the approved utility drawings. Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC, unless otherwise approved by the Utility. horizontal separation of ten feet. past the meter pit. No couplings allowed between curb stop and meter setting. curb stop, including the outlet coupling to the building. construction or use a tapping saddle. in which case, use a tapping saddle. GENERAL NOTES 9. 8. 4. 6. 7. 5. WATER MAIN 3. 2. 1. IN FACE OF CURB CUT 4 INCH CROSS CORPORATION STOP FOR PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK DISTANCE VARIES 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TYPICAL WATER SERVICE 11 4/12/11 1 1/2 INCH OR GREATER CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES SERVICES 1 INCH SERVICES BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INITIAL 12 IN. LIFT MIN. PIPE O.D. 4 IN. MIN. GRANULAR MATERIAL BEDDING ZONE NOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC) 1 4/8/11 DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX. ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE. GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 1. 2. 3. 4. 5. 6. 7. 14 IN. MIN. ALLOWED CAST IRON FROST PROOF METER BOX COVER COMPRESSION TYPE CONNECTION LOCK TYPE INLET VALVE TYPE "K" COPPER PIPING 48 IN. 10 IN. INSTALL LID 1/2 INCH ABOVE FINAL LANDSCAPED GRADE FLOW METER BOX METER GENERAL NOTES 2 FT. MAX. CURB BOX 64 IN. (NO OR EXTENSIONS) ALTERATIONS CAST IRON RECESSED LID WITH WORM LOCK RUBBER OR PLASTIC INNER LID NO TREES WITHIN 10 FEET OF METER BOX. NO FOR FITTINGS MIN. OF 5 FT. 18 IN. MAX. ALLOWED 15 IN. RECOMMENDED C.L. OF METER CONNECTION 6 INCH LAYER OF GRAVEL (3/4 IN.- 1 1/2 IN.) UNDER METER BOX CURB STOP REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 STANDARD EXTERIOR SETTING FOR 3/4 IN. AND 1 IN. WATER METERS 15 4/11/11 BASIN. COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 NBJ 4/11/11 PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN. o 45 MAX. o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL SERVICE WYE DETAIL WW-9 NBJ 4/11/11 NOT TO SCALE 1 TYPICAL CLEANOUT DETAIL C6.01 2. 1. 3. SANITARY SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO LOCATIONS IDENTIFIED ON PLANS. CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE. CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN COMPACTED GRANULAR ELBOW 45 WYE MAIN GRADE AS REQ'D VARIES FLOW SLOPE TO MATCH MATERIAL TOP OF ELBOW BEDDING ZONE TO FROM BOTTOM OF & FITTINGS (TYP.) PVC SDR 35 PIPE OVER CLEANOUT ACCESS COVER HEAVY-DUTY FINISHED GRADE LANDSCAPED AREAS NTS {SANITARY SEWER CLEANOUT REQUIREMENTS:} SLOPE TO MATCH SRV. GRADE AS REQ'D TRAFFIC/PAVED AREAS NTS CUT TO MATE w/ BELL FLOW CONTINUATION OF SEWER LINE COUPLING SRV. PIPE VARIES COMPACTED GRANULAR PVC SDR 35 PIPE & FITTINGS (TYP.) FROM BOTTOM OF BEDDING ZONE TO TOP OF ELBOW MATERIAL PVC SLIP VALVE BOX AND COVER W/ "SEWER" CAST INTO COVER SCREW-ON WATER TIGHT PLUG 2'x2'x6" DEEP CONCRETE COLLAR 6" MIN. ELBOW 45 WYE SANITARY SEWER PIPE SANITARY SEWER PIPE 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) DATE: 03/01/02 CURB AND GUTTER URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 701 DRAWING ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 6" Thick Concrete Sidwalk Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45� from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb REVISION NO: 1 DATE: 04/01/07 STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST URBAN AREA LARIMER COUNTY DRAWING 1401 See Figure 16-1 SW SAMPLE AVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" NOTE: 1. TO BE USED AT ALL PAVEMENT EXPANSIONS AND CONTINUATIONS MIN 1' MILL PAVEMENT MIN 2" SAW CUT LINE. CUT TO CLEAN EDGE. EX DEPTH PLUS 2" UP TO 8" THEN EX DEPTH. MAX 30° EXISTING PAVEMENT NEW PAVEMENT NOT TO SCALE 1 C6.00 SAWCUT DETAIL NOT TO SCALE 24" 10" 3" CLR 4000 PSI CONCRETE {NOTE: }1.EDGE RESTRAINT SHALL SIT UPON 4" OF CDOT CLASS 5 OR CLASS 6 AGGREGATE BASE COURSE 2 24" RIBBON CURB C6.00 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City UTILITY of Fort PLAN Collins, APPROVAL Colorado Date Date Date Date Date Date APPROVED: City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Environmental Planner 1:12 max. X=2' min. Driveway Width Varies 2'-0" 6" Attached Sidewalk Lip FL Back of curb Right of Way line Detached Attached Right of Way Line Detached Sidewalk 1:24 (max.) NOTE: 1. Concrete driveway must be provided to the property line. Refer to C�� 25for minimum removal dimensions. X Y W X Y W = Width 1:12 (max.) Property Line t 1/4" PER FT. N.T.S. SECTION A-A 2" t 1:12 (max.) t X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" Type I = With Detached Sidewalk Type II = With Attached Sidewalk TYPE I TYPE II 1:12 (max.) 1:48 A A PERSPECTIVE X=6'-0" 1:48 SLOPE 1:12 max. B B WALK Y t t WALK t 2" FLOWLINE JOINT EXPANSION BOW 1:12 (max.) 1:24 SECTION B-B N.T.S. LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 706 DRAWING STREET STANDARDS URBAN AREA DATE: 04/01/07 STANDARD DRIVEWAY APPROACH (TYPES I & II) Ramp if necessary 1:12 max. BOW Expansion joint if drive continues as concrete WALK 6" (max.) 1/2" 2"R. 2" RAD. 6' 6" CURB EXPANSION JOINT 3 6" - 0" CURB TRANSITION C6.00 NOT TO SCALE NOT TO SCALE 4 C6.00 6" BARRIER CURB CONCRETE 6" PAVEMENT 18" 4990 4995 5000 5005 4975 4980 4985 4990 4995 5000 5005 8+25 9+00 10+00 11+00 12+00 12+75 -0.50% 0.50% 0.90% PVI STA = 10+00.00 PVI ELEV = 4985.49 PVI STA = 10+68.93 PVI ELEV = 4985.15 PVI STA = 10+96.49 PVI STA = 10+99.19 PVI ELEV = 4985.28 PVI ELEV = 4985.31 0.50% -0.50% PVI STA = 8+50.00 PVI ELEV = 4985.25 PVI STA = 10+00.00 PVI ELEV = 4985.49 20.0' VC HP ELEV = 4985.72 HP STA = 9+49.29 PVI STA = 9+49.29 PVI ELEV = 4985.74 BVCS: 9+39.29 BVCE: 4985.69 EVCS: 9+59.29 EVCE: 4985.69 A.D. = 1.00 K = 20.00 0.50% -0.50% PVI STA = 8+50.00 PVI ELEV = 4985.25 PVI STA = 10+00.00 PVI ELEV = 4985.49 -0.50% -1.42% PVI STA = 11+54.17 PVI ELEV = 4985.88 PVI STA = 12+19.17 PVI ELEV = 4985.55 PVI STA = 12+56.75 PVI ELEV = 4984.94 PVI STA = 12+64.26 PVI ELEV = 4984.74 -0.50% -1.42% -2.00% -2.75% PVI STA = 12+19.17 PVI ELEV = 4985.55 PVI STA = 12+56.75 PVI ELEV = 4984.94 PVI STA = 12+64.26 PVI ELEV = 4984.74 13.0' VC PVI STA = 12+44.17 PVI ELEV = 4985.20 BVCS: 12+37.67 BVCE: 4985.29 EVCS: 12+50.67 EVCE: 4985.07 A.D. = 0.58 K = 22.41 0.90% 1.30% 1.70% -0.50% PVI STA = 11+06.41 PVI ELEV = 4985.37 PVI STA = 11+16.41 PVI ELEV = 4985.50 PVI STA = 11+54.48 PVI ELEV = 4985.88 22.0' VC HP ELEV = 4985.90 HP STA = 11+47.99 PVI STA = 11+41.99 PVI ELEV = 4985.94 BVCS: 11+30.99 BVCE: 4985.75 EVCS: 11+52.99 EVCE: 4985.88 A.D. = 2.20 K = 10.00 150' FUTURE DESIGN SOUTH 99.11' ALLEY IMPROVEMENTS TO BE CONSTRUCTED 55.37' FUTURE DESIGN NORTH 109.79' PER DESIGN OF CHERRY STREET LOFTS TIE TO EXISTING CURB & GUTTER TIE TO EXISTING GROUND PROPOSED GRADE AT FLOWLINE EXISTING GROUND X PUBLIC ALLEY (20' ROW) SAW-CUT LINE EXISTING ASPHALT (TO BE REMOVED) 6" BARRIER CURB 6"- 0" CURB TRANSITION (SEE DETAIL SHEETC6.00) BOLLARD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Strt\1033-001_STRT.dwg LAYOUT NAME: C5.00 DATE: Nov 19, 2014 - 1:23pm CAD OPERATOR: ben LIST OF XREFS: [1033-001_xAdj] [1033-001_xExst] [1033-001_xPutil] [1033-001_xSite] [1033-001 Streets] [NES-xborder] [1033-001 Proposed] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 NORTH ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 NOTES: 1.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.{ } 2.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. EXISTING LOT LINES LEGEND: PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner C5.00 PLAN AND PROFILE PUBLIC ALLEY FLOWLINE C. Snowdon C. Snowdon 1" = 20' EXISTING FENCE X PUBLIC ALLEY FLOWLINE - CURB & GUTTER SCALE : 1" = 20' HORIZONTAL 1" = 5' VERTICAL 1 C5.00 GRADING DETAIL SCALE: 1" = 10' PERMEABLE PAVER SECTION W/ UNDERGROUND DETENTION STRUCTURE BOLLARD 30" VERTICAL CURB & GUTTER DRIVEWAY CUT SEAT WALL (BY RUSSELL+MILLS STUDIOS) LANDSCAPE WALL W/ FENCE (BY RUSSELL+MILLS STUDIOS) LANDSCAPE WALL W/ FENCE RAISED PLANTER BED (BY RUSSELL+MILLS STUDIOS) MAIN FLOOR FFE=95.64 MAIN FLOOR FFE=95.64 MAIN FLOOR FFE=95.14 MAIN FLOOR FFE=95.14 MAIN FLOOR FFE=95.14 BUILDING 1 BUILDING 2 10' PARKWAY EXISTING 5' SIDEWALK TIE TO EXIST TIE TO EXIST 5 RISERS 11 RISERS 5 RISERS 11 RISERS 5 RISERS 11 RISERS 5 RISERS 11 RISERS 5 RISERS 11 RISERS 5 RISERS 11 RISERS 5 RISERS 11 RISERS 4 RISERS FFE=84.82 FFE=84.82 FFE=85.32 FFE=84.82 FFE=85.32 FFE=85.32 24" RIBBON CURB 6" BARRIER CURB (TYP.) DEPRESSED ISLAND (TYP.) 12.13' 9.83' 9.83' 12.17' 9.76' 9.76' TREE TO BE PROTECTED TREE TO BE PROTECTED TREE TO BE PROTECTED PAVER SECTION PERMEABLE PAVERS DETENTION VAULT RIBBON CURB BARRIER CURB PROPERTY LINE GARAGE FINISHED FLOOR MAIN FLOOR LOWER FLOOR 11 RISERS 5 RISERS 5' WALK 3' BIO-SWALE 30" MAXIMUM LANDSCAPE WALL PERFORATED EXISTING GROUND UNDERDRAIN (SEE BEDDING DETAIL) FENCE PROPERTY LINE No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Grad\1033-001_GRAD.dwg LAYOUT NAME: C4.00 DATE: Nov 19, 2014 - 1:22pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [1033-001_xTopo] [1033-001_xExst] [1033-001_xPgrad] [1033-001_xPutil] [1033-001_xSite] [1033-001 Proposed] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C4.00 GRADING PLAN C. Snowdon C. Snowdon 1" = 10' LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPOSED BARRIER CURB PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED VERTICAL CURB & GUTTER PROPOSED ELECTRIC TRANSFORMER TF EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 CROSS SECTION - NORTH TO SOUTH PROPOSED STORM SEWER EXISTING STORM SEWER ST PROPOSED UNDERDRAIN UD NOT TO SCALE N: 132685.61 E: 193734.43 53.35 LF 15" RCP @ 1.50% COMBINATION INLET STA 10+53.35 N: 132686.07 E: 193681.08 MC - 4500 4.84 LF 12" HDPE @ 3.00% DETENTION VAULT SEE DETAIL SHEET C6.04 EXISTING STORM DRAIN EXISTING 8" WATER POSSIBLE CONFLICT (SEE NOTE 14) INSPECTION MH STA 10+58.19 N: 132681.23 E: 193681.05 6.96 LF 30" HDPE @ 2.50% CONNECTION TO VAULT STA 10+65.15 N: 132681.23 E: 193674.10 6" PVC UNDERDRAIN SANITARY SERVICES 8.33' 139.50' 6" PERF. PVC UNDERDRAIN 12.70 LF 4" PVC @ 3.00% 12.23 LF 4" PVC @ 3.00% 12.10 LF 4" PVC @ 3.00% 11.99 LF 4" PVC @ 3.00% 11.90 LF 4" PVC @ 3.00% 11.79 LF 4" PVC @ 3.00% 11.66 LF 4" PVC @ 4.25% 15.86 LF 4" PVC @ 2.10% MONITORING WELL STA 12+15.55 N: 132681.38 E: 193523.69 10.91 LF 6" PVC @ 3.00% CONNECTION TO VAULT STA 12+04.64 N: 132681.32 E: 193534.60 8" DRAIN BASIN STA 11+93.90 N: 132665.40 E: 193545.32 11.66 LF 4" PVC @ 4.25% CONNECTION TO VAULT STA 11+93.85 N: 132677.06 E: 193545.39 8" DRAIN BASIN STA 11+70.07 N: 132665.28 E: 193569.15 8" DRAIN BASIN STA 11+48.39 N: 132665.16 E: 193590.84 8" DRAIN BASIN STA 11+32.56 N: 132665.08 E: 193606.67 8" DRAIN BASIN STA 11+10.93 N: 132664.96 E: 193628.30 8" DRAIN BASIN STA 10+87.01 N: 132664.84 E: 193652.22 8" DRAIN BASIN STA 10+64.69 N: 132664.73 E: 193674.55 CONNECTION TO VAULT STA 10+67.72 N: 132677.06 E: 193671.51 CONNECTION TO VAULT STA 10+86.96 N: 132677.06 E: 193652.28 CONNECTION TO VAULT STA 11+10.87 N: 132677.06 E: 193628.36 CONNECTION TO VAULT STA 11+70.03 N: 132677.06 E: 193569.21 CONNECTION TO VAULT STA 11+48.34 N: 132677.06 E: 193590.90 CONNECTION TO VAULT STA 11+32.51 N: 132677.06 E: 193606.73 8" DRAIN BASIN STA 12+31.41 N: 132665.52 E: 193523.61 INSPECTION WELL STA.=11+97.73 INSPECTION WELL STA.=11+25.00 4965 4970 4975 4980 4985 4990 4995 5000 5005 4965 4970 4975 4980 4985 4990 4995 5000 5005 12+40 12+00 11+00 10+00 9+90 4.84 LF 12" HDPE @ 3.00% STMH STA ??? INV. IN 4970.26 (S) INV. IN 4974.26 (W) INV. OUT 4970.26 (N) STMH STA 10+00.00 INV. IN 4970.26 (S) INV. IN 4974.26 (W) INV. OUT 4970.26 (N) 53.35 LF 15" RCP @ 1.50% COMBINATION INLET STA 10+53.35 INV. IN 4975.81 (S) INV. IN 4981.57 (S) INV. IN 4975.31 (W) INV. OUT 4975.07 (E) CONNECTION TO VAULT STA 10+65.15 INV. IN 4976.13 (SW) INV. OUT 4976.13 (E) PAVER SECTION MC - 4500 139.50' x 8.33' DETENTION VAULT (SEE DETAIL SHEET C6.04) ELECTRIC CROSSING STA.=10+21.45 FIBER OPTIC CROSSING STA.=10+27.27 8" WATER STA.=10+15.96 TOP=4978.74 18" MIN. CONTRACTOR TO VERIFY UTILITY LOCATION PRIOR TOCONSTRUCTION. 6.96 LF 30" HDPE @ 2.50% INSPECTION MH STA 10+58.19 INV. IN 4975.96 (W) INV. OUT 4975.96 (N) EXISTING GROUND PROPOSED GROUND 0.7% 0.7% 60" 60" CROSS-SECTION SEE DETAIL SHEET C6.04 MONITORING WELL STA 12+15.55 INV. IN 4982.44 (S) INV. OUT 4982.44 (E) 10.91 LF 6" PVC @ 3.00% CONNECTION TO VAULT STA 12+04.64 INV. OUT 4982.11 (E) 0.7% RIBBON CURB INSPECTION WELL STA.=11+25.00 INSPECTION WELL STA.=11+97.73 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Strm\1033-001_STRM.dwg LAYOUT NAME: C3.02 DATE: Nov 19, 2014 - 1:22pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [1033-001_xSite] [1033-001_xAdj] [1033-001_xExst] [1033-001_xPutil] [1033-001_xPgrad] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C3.02 PLAN & PROFILE STORM DRAIN C. Snowdon C. Snowdon 1" = 10' NORTH NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. } 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 9.ALL INDIVIDUAL WATER SERVICES LINES ARE TO BE INSTALLED WITH A CURB STOP OUTSIDE OF THE BUILDING AND A METER WITHIN THE INDIVIDUAL UNITS.{ 10.REFER TO MECHANICAL PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS BOTH THE MECHANICAL ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 11.WATER SERVICE LINE BEYOND CITY CURB STOP ADJACENT TO HOWES STREET AND SANITARY SEWER SERVICE LINE EXTENDING FROM PUBLIC MAIN IN HOWES STREET ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. } {12.ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.} 13.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.{ }14.ALL EXISTING UTILITIES SHOWN ON THIS PLAN WERE THE ONLY PRESENT UTILITY LOCATES AT THE TIME OF THE ADDITIONAL SURVEY. ADDITIONAL UTILITIES NOT SHOWN ON THIS PLAN MAY EXIST. THE CONTRACTOR SHALL LOCATE & POTHOLE ALL CROSSINGS PRIOR TO CONSTRUCTION, MOBILIZATION OR ORDERING OF MATERIALS. IF CROSSING CONFLICT OCCURS, CONTRACTOR SHALL CONTACT THE ENGINEER{ EXISTING LOT LINES EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: W G CTV E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED PROPOSED SEWER WATER SERVICE SERVICE W/ CURB STOP EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER EXISTING FIRE HYDRANT H Y D PROPOSED FENCE PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ST ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 PROPOSED UNDERDRAIN UD PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=10' STORM DRAIN EXISTING 8" SANITARY SEWER LINE GAS METERS POSSIBLE CONFLICT (SEE NOTE 14) UD UD UD UD UD S S S S S S G G U D UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD INSTALL 90° BEND W/ CLEANOUT (SS SERVICE W5) INV: 4980.28 FG=4985.08 INSTALL 6"x4" TEE (SS SERVICE W4) INV: 4979.80 FG=4985.02 INSTALL 6"x4" TEE (SS SERVICE W3) INV: 4979.32 FG=4984.96 INSTALL 11-1/4° VERTICAL BEND (SS SERVICE W2) INV: 4976.16 FG=4984.19 INSTALL SERVICE @ 11-1/4° VERTICALLY (SS SERVICE W1) INV: 4974.39 INSTALL 90° BEND W/ CLEANOUT (SS SERVICE E5) INV: 4978.64 FG=4984.62 INSTALL 6"x4" TEE w/ 4" REDUCER (SS SERVICE E4) INV: 4978.16 FG=4984.57 INSTALL 6"x4" TEE (SS SERVICE E3) INV: 4977.69 FG=4984.53 INSTALL 11-1/4° VERTICAL BEND (SS SERVICE E2) INV: 4976.16 FG=4984.19 INSTALL SERVICE @ 11-1/4° VERTICALLY (SS SERVICE E1) INV: 4974.40 7.00 LF 6" PVC @ 25.21% 23.94 LF 6" PVC @ 2.00% 24.00 LF 4" PVC @ 2.00% 157.83 LF 6" PVC @ 2.00% 7.00 LF 6" PVC @ 25.21% 23.72 LF 6" PVC @ 2.00% 23.94 LF 4" PVC @ 2.00% 76.05 LF 6" PVC @ 2.00% 4" PVC ROOFDRAIN 4" PVC ROOFDRAIN 4" PVC ROOFDRAIN 4" PVC ROOFDRAIN 4" PVC ROOFDRAIN 4" PVC ROOFDRAIN 4" PVC ROOFDRAIN 4" PVC UNDERDRAIN 6" PVC UNDERDRAIN EXISTING 48" RCP STORM 15" RCP STORM 6" PVC UNDERDRAIN 30" HDPE STORM 12" HDPE STORM STMH COMBINATION INLET INSPECTION MH WEST BUILDING SANITARY SERVICE LINE EAST BUILDING SANITARY SERVICE LINE 4965 4970 4975 4980 4985 4990 4995 5000 5005 4965 4970 4975 4980 4985 4990 4995 5000 5005 12+50 12+00 11+00 10+00 6" PVC @ 25.2% 6" PVC @ 2.0% 4" - 90° BEND (WEST BUILDING SERVICE) SS SERVICE W5 STA 12+22.78 RIM 4980.6± INV. IN 4980.28 (S) INV. OUT 4980.28 (E) 6"x4" TEE w/ 4" REDUCER (WEST BUILDING SERVICE) SS SERVICE W4 STA 11+98.78 RIM 4980.3± INV. IN 4979.80 (W) INV. OUT 4979.80 (E) 6"x4" TEE (WEST BUILDING SERVICE) SS SERVICE W3 STA 11+74.84 RIM 4979.9± INV. IN 4979.32 (W) INV. OUT 4979.32 (E) 11.25° VERTICAL BEND STA 10+17.01 RIM 4976.7± INV. IN 4976.16 (W) INV. OUT 4976.16 (E) INSTALL SERVICE CONNECTION STA 10+10.01 RIM 4974.9± INV. IN 4974.40 (W) 6"x4" TEE (EAST BUILDING SERVICE) SS SERVICE E3 STA 10+93.05 RIM 4978.2± INV. IN 4977.69 (W) INV. OUT 4977.69 (E) 6"x4" TEE w/ 4" REDUCER (EAST BUILDING SERVICE) SS SERVICE E4 STA 11+16.77 RIM 4978.7± INV. IN 4978.16 (W) INV. OUT 4978.16 (E) 4" - 90° BEND (EAST BUILDING SERVICE) SS SERVICE E5 STA 11+40.70 RIM 4979.0± INV. IN 4978.64 (S) INV. OUT 4978.64 (E) STA.=10+83.41 INV.= 4982.30 4" ROOFDRAIN STA.=11+03.89 INV.= 4982.38 4" ROOFDRAIN STA.=11+27.80 INV.= 4982.49 4" ROOFDRAIN STA.=11+49.43 INV.= 4982.57 4" ROOFDRAIN STA.=11+65.27 INV.= 4982.76 4" ROOFDRAIN STA.=11+86.95 INV.= 4982.93 4" ROOFDRAIN STA.=12+10.78 INV.= 4983.02 4" ROOFDRAIN STA.=10+21.93 INV.= 4970.36 48" RCP 18" MIN. STA.=10+75.14 INV.= 4981.67 8" UNDERDRAIN EXISTING GROUND PROPOSED GROUND 6" PVC @ 2.0% (WEST BUILDING SERVICE) 4" PVC @ 2.0% 6" PVC @ 2.0% 6" PVC @ 2.0% 4" PVC @ 2.0% (EAST BUILDING SERVICE) 6" PVC @ 2.0% No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Util\1033-001_SAN SERV.dwg LAYOUT NAME: C3.01 DATE: Nov 19, 2014 - 1:22pm CAD OPERATOR: ben LIST OF XREFS: [1033-001_xSite] [1033-001_xAdj] [1033-001_xExst] [1033-001_xPutil] [NES-xborder] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C3.01 PLAN & PROFILE SANITARY SERVICES C. Snowdon C. Snowdon 1" = 10' NORTH NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. } 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 9.ALL INDIVIDUAL WATER SERVICES LINES ARE TO BE INSTALLED WITH A CURB STOP OUTSIDE OF THE BUILDING AND A METER WITHIN THE INDIVIDUAL UNITS.{ 10.REFER TO MECHANICAL PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS BOTH THE MECHANICAL ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 11.WATER SERVICE LINE BEYOND CITY CURB STOP ADJACENT TO HOWES STREET AND SANITARY SEWER SERVICE LINE EXTENDING FROM PUBLIC MAIN IN HOWES STREET ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. } {12.ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.} 13.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.{ }14.ALL EXISTING UTILITIES SHOWN ON THIS PLAN WERE THE ONLY PRESENT UTILITY LOCATES AT THE TIME OF THE ADDITIONAL SURVEY. ADDITIONAL UTILITIES NOT SHOWN ON THIS PLAN MAY EXIST. THE CONTRACTOR SHALL LOCATE & POTHOLE ALL CROSSINGS PRIOR TO CONSTRUCTION, MOBILIZATION OR ORDERING OF MATERIALS. IF CROSSING CONFLICT OCCURS, CONTRACTOR SHALL CONTACT THE ENGINEER{ EXISTING LOT LINES EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: W G CTV E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED PROPOSED SEWER WATER SERVICE SERVICE W/ CURB STOP EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER EXISTING FIRE HYDRANT H Y D PROPOSED FENCE PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ST ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 PROPOSED UNDERDRAIN UD PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=10' SANITARY SERVICES SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E TRANS ELEC ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST DN DN DN DN DN DN DN DN DN UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD S S S S S S G E VAULT CABLE VAULT CABLE W W W W W W E E E G E E E E E E E E E E E E E UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD HOWES STREET (60' PUBLIC ROW) 6' EXISTING UTILITY EASEMENT 4' PUBLIC SIDEWALK PUBLIC ALLEY (20' PUBLIC ROW) PROPERTY LINE PROPERTY LINE ROW LINE ROW LINE EXISTING DRIVEWAY 5' PUBLIC SIDEWALK 7.00 LF 6" PVC @ 25.21% 23.72 LF 6" PVC @ 2.00% 23.94 LF 4" PVC @ 2.00% 53.35 LF 15" RCP @ 1.50% 4.84 LF 12" HDPE @ 3.00% 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL TRAFFIC RATED CLEANOUT (TYP.) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL TRAFFIC RATED CLEANOUT (TYP.) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL TRAFFIC RATED CLEANOUT (TYP.) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL TRAFFIC RATED CLEANOUT (TYP.) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL TRAFFIC RATED CLEANOUT (TYP.) 4" PVC @ 2.0% SANITARY SERVICE (TYP.) REFER TO MECHANICAL TRAFFIC RATED CLEANOUT (TYP.) INSTALL CITY CURB STOPS 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) CURB STOP W/ TRAFFIC RATED BOX 14± LF 3/4" HDPE W.S. 14± LF 3/4" HDPE W.S. 16± LF 3/4" HDPE W.S. 16± LF 3/4" HDPE W.S. 1"x3/4" TEE W/ 1"x3/4" TEE W/ STIFFENER (TYP.) STIFFENER (TYP.) 1"x3/4" TEE W/ 3/4"x1" REDUCER (W) & STIFFENER (TYP.) INSTALL 2-1" SERVICES EXISTING 8" WATER LINE APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) COMMON PRIVATE DOMESTIC WATER SERVICE ELECTRIC METERS ELECTRIC TRANSFORMER ELECTRIC SERVICE GAS SERVICE APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) RELOCATED CABLE VAULT RELOCATED CABLE VAULT 10' PARKWAY EXISTING 5' SIDEWALK APPROXIMATE LOCATION OF EXISTING ELECTRICAL SERVICE PROPOSED FENCE (BY OTHERS) PROPOSED FENCE (BY OTHERS) EXISTING ELECTRIC TRANSFORMER EXISTING SERVICE TO BE REUSED FOR IRRIGATION LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 TRACT A 12.23 LF 4" PVC @ 3.00% ROOFLEADER 12.10 LF 4" PVC @ 3.00% ROOFLEADER 11.99 LF 4" PVC @ 3.00% ROOFLEADER 11.90 LF 4" PVC @ 3.00% ROOFLEADER 11.79 LF 4" PVC @ 3.00% ROOFLEADER 11.66 LF 4" PVC @ 4.25% ROOFLEADER 15.86 LF 4" PVC @ 2.10% ROOFLEADER 10.91 LF 6" PVC @ 3.00% 12.70 LF 4" PVC @ 3.00% ROOFLEADER EXISTING 8" SANITARY SEWER LINE TRASH ENCLOSURE 54± LF 1" HDPE W.S. 24± LF 1" HDPE W.S. 137± LF 1" HDPE W.S. 24± LF 1" HDPE W.S. 39± LF 3 4" HDPE W.S. 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) 3/4" WATER SERVICE (TYP.) (SEE NOTES 9 & 10) CURB STOP W/ TRAFFIC RATED BOX CURB STOP W/ TRAFFIC RATED BOX CURB STOP W/ TRAFFIC RATED BOX CURB STOP W/ TRAFFIC RATED BOX CURB STOP W/ TRAFFIC RATED BOX 37± LF 3 4" HDPE W.S. 1"x3/4" TEE W/ 3/4"x1" REDUCER (W) & STIFFENER (TYP.) 95.47 LF 6" PVC @ 1.00% 158.76 LF 6" PERFORATED PVC @ 0.52% GAS METERS GAS METERS STORM DRAIN SEE SHEET C3.02 7.00 LF 6" PVC @ 25.21% 24.00 LF 4" PVC @ 2.00% 23.94 LF 6" PVC @ 2.00% SS SERVICE E1 INV. IN=4974.40 (S) INV. IN=4974.40 (W) INV. OUT=4974.40 (N) SS SERVICE E5 INV. IN=4978.64 (S) INV. OUT=4978.64 (E) FG=4984.62 SS SERVICE E4 INV. IN=4978.16 (W) INV. OUT=4978.16 (E) FG=4984.57 SS SERVICE E3 INV. IN=4977.69 (W) INV. OUT=4977.69 (E) FG=4984.53 MONITORING WELL INV. IN=4982.44 (S) INV. OUT=4982.44 (E) FG=4984.86 COMBINATION INLET W/ ORIFICE PLATE INV. IN=4975.81 (S) INV. IN=4981.57 (S) INV. IN=4975.31 (W) INV. OUT=4975.07 (E) FG=4983.69 STMH INV. IN=4970.26 (S) INV. IN=4974.26 (W) INV. OUT=4970.26 (N) FG=4984.02 CONNECT TO UNDERGROUND DETENTION STRUCTURE INV. IN=4976.24 (W) INV. IN=4982.24 (S) TANK INV.=4976.24 (E) FG=4984.25 CONNECT TO UNDERGROUND DETENTION STRUCTURE INV. IN=4976.37 (W) INV. IN=4982.35 (S) TANK INV.=4976.37 (E) FG=4984.35 CONNECT TO UNDERGROUND DETENTION STRUCTURE INV. IN=4976.50 (W) INV. IN=4982.43 (S) TANK INV.=4976.50 (E) FG=4984.47 CONNECT TO UNDERGROUND DETENTION STRUCTURE INV. IN=4976.67 (W) INV. IN=4982.62 (S) TANK INV.=4976.67 (E) FG=4984.69 CONNECT TO UNDERGROUND DETENTION STRUCTURE INV. IN=4976.81 (W) INV. IN=4982.79 (S) TANK INV.=4976.81 (E) FG=4984.81 CONNECT TO UNDERGROUND DETENTION STRUCTURE INV. IN=4981.76 (W) INV. IN=4982.77 (S) TANK INV.=4976.91 (E) FG=4984.90 INSTALL 6"x4" TEE INV. OUT=4982.11 (E) FG=4984.82 8" DRAIN BASIN W/ 8" DOME GRATE INV=4982.77 (N) FG=4985.29 8" DRAIN BASIN W/ 8" DOME GRATE INV=4983.26 (N) FG=4985.29 8" DRAIN BASIN W/ 8" DOME GRATE INV=4983.15 (N) FG=4985.28 8" DRAIN BASIN W/ 8" DOME GRATE INV=4982.98 (N) FG=4985.20 8" DRAIN BASIN W/ 8" DOME GRATE INV=4982.79 (N) FG=4984.86 8" DRAIN BASIN W/ 8" DOME GRATE INV=4982.71 (N) FG=4984.78 8" DRAIN BASIN W/ 8" DOME GRATE INV=4982.60 (N) FG=4984.78 8" DRAIN BASIN W/ 8" DOME GRATE INV=4982.53 (N) FG=4984.79 INLET/OUTLET FOR UNDERGROUND DETENTION STRUCTURE TANK INV.=4976.13 (SW) INV. OUT=4976.13 (E) FG=4983.98 8" DOME GRATE W/ 8" DRAIN BASIN INV. IN=4984.43 (W) INV. OUT=4982.52 (N) FG=4987.11 MONITORING WELL B3 INV. OUT=4985.25 (E) FG=4987.90 SS SERVICE W1 INV. IN=4974.40 (W) INV. IN=4974.39 (S) INV. OUT=4974.39 (N) SS SERVICE W3 INV. IN=4979.32 (W) INV. OUT=4979.32 (E) SS SERVICE W4 FG=4984.96 INV. IN=4979.80 (W) INV. OUT=4979.80 (E) FG=4985.02 SS SERVICE W5 INV. IN=4980.28 (S) INV. OUT=4980.28 (E) FG=4985.08 9' UTILITY EASEMENT EXISTING SIDEWALK (TO BE REMOVED) EXISTING SIDEWALK (TO BE REMOVED) MONITORING WELL INV. OUT=4976.45 (E) FG=4984.78 SANITARY SERVICES SEE SHEET C3.01 157.83 LF 6" PVC @ 2.00% 76.05 LF 6" PVC @ 2.00% 11.25° VERTICAL BEND SS SERVICE W2 INV. IN=4976.16 (W) INV. OUT=4976.16 (E) FG=4984.19 76.05 LF 6" PVC @ 2.00% 11.25° VERTICAL BEND SS SERVICE E2 INV. IN=4976.16 (W) INV. OUT=4976.16 (E) FG=4984.19 6.96 LF 30" HDPE @ 2.50% INSPECTION MH INV. IN=4975.96 (W) INV. OUT=4975.96 (N) FG=4983.99 162.40 LF 6" PERFORATED PVC @ 0.70% ELECTRIC METERS UNDERDRAIN (SEE BEDDING DETAIL) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Util\1033-001_UTIL.dwg LAYOUT NAME: C3.00 DATE: Nov 19, 2014 - 1:21pm CAD OPERATOR: ben LIST OF XREFS: [NES-xborder] [1033-001_xSite] [1033-001_xPutil] [1033-001_xAdj] [1033-001_xExst] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C3.00 UTILITY PLAN C. Snowdon C. Snowdon 1" = 10' NORTH NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. } 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 9.ALL INDIVIDUAL WATER SERVICES LINES ARE TO BE INSTALLED WITH A CURB STOP OUTSIDE OF THE BUILDING AND A METER WITHIN THE INDIVIDUAL UNITS.{ 10.REFER TO MECHANICAL PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS BOTH THE MECHANICAL ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 11.WATER SERVICE LINE BEYOND CITY CURB STOP ADJACENT TO HOWES STREET AND SANITARY SEWER SERVICE LINE EXTENDING FROM PUBLIC MAIN IN HOWES STREET ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. } {12.ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.} 13.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.{ EXISTING LOT LINES EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: W G CTV E EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED ELECTRIC TRANSFORMER S W PROPOSED WATER SERVICE W/ CURB STOP EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER EXISTING FIRE HYDRANT H Y D PROPOSED FENCE PROPERTY BOUNDARY PROPOSED ASPHALT PATCH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner TF ST ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 PROPOSED UNDERDRAIN UD PAVERS 2' VARIES TIE TO EXISTING SIDEWALK TIE TO EXISTING SIDEWALK 4 RISERS 5 RISERS 10' 11 RISERS 5 RISERS 6" BARRIER CURB BOLLARD SEAT WALL (SEE DESIGN BY RUSSELL MILLS STUDIO) LANDSCAPE WALL W/ FENCE (SEE DESIGN BY RUSSELL MILLS STUDIO) 20' EMERGENCY ACCESS EASEMENT BUILDING OVERHANG (TYP.) 9' UTILITY EASEMENT 11 RISERS 5 RISERS 11 RISERS 5 RISERS 11 RISERS 5 RISERS 11 RISERS 5 RISERS 11 RISERS 5 RISERS 11 RISERS CONCRETE PAN CONCRETE PAN 9.33' 4 RISERS VAULT CABLE VAULT CABLE DRIVEWAY CUT 20' EMERGENCY ACCESS EASEMENT TIE TO EXISTING SIDEWALK LANDSCAPE ISLAND (TYP.) LANDSCAPE 4.67' ISLAND (TYP.) EXISTING 30" CURB & GUTTER EXISTING 30" CURB & GUTTER CABLE VAULT CABLE VAULT 10.17' (TYP.) 10.17' (TYP.) 5' SIDEWALK EXISTING PARKING STALL (TYP.) ELECTRIC VAULT (TO BE RELOCATED) S00°18'34"W 100.12' S89°41'17"E 189.83' S00°16'09"W 100.12' N89°41'22"W 189.90' N:132663.71 E:193676.80 N:132664.09 N:132664.15 E:193603.74 E:193593.74 N:132664.53 E:193520.68 N:132609.47 E:193520.39 N:132609.03 E:193603.45 N:132688.64 E:193696.47 N:132588.52 E:193695.93 N:132589.55 E:193506.10 N:132689.67 E:193506.58 PROPOSED PARKING STALL (TYP.) 16' TIE TO EXISTING N:132656.80 E:193716.49 TIE TO EXISTING N:132688.37 E:193716.63 TIE TO EXISTING N:132589.61 E:193506.08 L1 C1 L2 C3 C4 L3 L4 L5 L6 C6 L7 C8 L8 C10 BUILDING OVERHANG (TYP.) 6" RIBBON CURB 6" - 0" CURB TRANSITION (SEE DETAIL SHEET C6.00) 6" BARRIER CURB 6" BARRIER CURB PROPOSED LIGHT (BY OTHERS) 10' 17.2' 7.1' 24.3' CURVE TABLE CURVE C1 C3 C4 C6 C8 C10 DELTA 92°25'16" 14°58'22" 14°53'43" 46°57'38" 30°08'27" 16°22'15" RADIUS 5.00' 24.50' 20.50' 20.00' 20.16' 35.14' LENGTH 8.07' 6.40' 5.33' 16.39' 10.61' 10.04' BEARING N43°33'55"W N82°17'22"W N82°15'02"W S67°41'33"W N74°41'25"W S81°06'25"W CHORD 7.22' 6.38' 5.31' 15.94' 10.48' 10.01' LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 LENGTH 31.57' 14.12' 9.00' 12.78' 56.09' 31.11' 4.74' 190.56' BEARING N00°15'05.34"E N89°46'32.85"W N89°43'56.70"W N01°49'34.35"W N00°15'40.26"E N00°15'40.26"E N54°27'53.06"W S89°59'59.41"W NORTH ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 EXISTING LOT LINES LEGEND: PROPOSED CURB & GUTTER PROPOSED EASEMENT LINE PROPERTY BOUNDARY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO K�� '� ��. C�� . R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner C2.00 PAVING PLAN HORIZONTAL CONTROL & C. Snowdon C. Bowen 1"=10' EXISTING FENCE X PERMEABLE PAVERS CONCRETE PAVING No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Site\1033-001_HORZ.dwg LAYOUT NAME: C2.00 DATE: Nov 19, 2014 - 1:21pm CAD OPERATOR: ben LIST OF XREFS: [1033-001_xAdj] [1033-001_xExst] [1033-001_xSite] [NES-xborder] [1033-001_xPutil] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 PROPOSED FENCE T X X X X X X X X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E TRANS ELEC ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST EXISTING FENCE (TO BE REMOVED) EXISTING GATE (TO BE REMOVED) EXISTING UNDERGROUND TELEPHONE SERVICE (TO BE REMOVED) EXISTING TELEPHONE POLE (TO BE REMOVED) EXISTING WOOD BUILDING (TO BE REMOVED) EXISTING SIDEWALK (TO BE REMOVED) EXISTING 30" VERTICAL CURB AND GUTTER EXISTING SIGN (TO BE RELOCATED) EXISTING WATER SERVICE (TO BE REUSED) EXISTING CURB STOP (TO BE REUSED) EXISTING 30" VERTICAL CURB AND GUTTER EXISTING TREE (TO BE PROTECTED) EXISTING TREE EXISTING ELECTRIC VAULT (TO BE PROTECTED) EXISTING SIGN (TO BE REMOVED) EXISTING STUMPS (TO BE REMOVED) EXISTING FENCE (TO BE REMOVED) EXISTING ELECTRIC SERVICE & METERS (TO BE REMOVED) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING 8" WATER MAIN EXISTING STORM SEWER MAIN EXISTING 8" SANITARY SEWER MAIN HOWES STREET (60' PUBLIC ROW) EXISTING 6' UTILITY EASEMENT 4' PUBLIC SIDEWALK EXISTING ASPHALT PARKING AREA PUBLIC ALLEY (20' PUBLIC ROW) PROPERTY LINE PROPERTY LINE ROW LINE ROW LINE EXISTING EDGE OF ASPHALT EXISTING DRIVEWAY 5' PUBLIC SIDEWALK EXISTING GARAGE EXISTING ONE-STORY WOOD BUILDING EXISTING ONE-STORY BRICK BUILDING EXISTING 18" VERTICAL CURB AND GUTTER EXISTING LIGHT POLE EXISTING TRASH ENCLOSURE EXISTING ELECTRIC TRANSFORMER w/ CONCRETE PAD EXISTING GAS SERVICE APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) APPROXIMATE LIMITS OF ASPHALT PATCHING (SEE NOTE 7) EXISTING LOT LINE (TO BE VACATED PER PLAT) EXISTING CABLE VAULT (TO BE RELOCATED) APPROXIMATE LOCATION OF ELECTRICAL SERVICE EXISTING CABLE BOX (TO BE RELOCATED) EXISTING CABLE PEDESTAL (TO BE REMOVED) SAW CUT LINE EXISTING ASPHALT (TO BE REMOVED) EXISTING DRIVE CUT (TO BE REMOVED) EXISTING PARKING STALL (TYP.) EXISTING SIDEWALK (TO BE REMOVED) EXISTING ELECTRIC VAULT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / STRIPING TO BE REMOVED EXISTING TREE (TO BE PROTECTED) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 11.19.14 PROJECT: 1033-001 Sheet Of 18 Sheets BROWNES ON HOWES DRAWING FILENAME: D:rojects\1033-001\Dwg\Exist\1033-001_ECON.dwg LAYOUT NAME: C1.00 DATE: Nov 19, 2014 - 1:21pm CAD OPERATOR: ben LIST OF XREFS: [1033-001_xTopo] [NES-xborder] [1033-001_xAdj] [1033-001_xExst] [1033-001_xPutil] T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION REVIEW SET 301 N�� H�� S��, S�� 010 F�� C��, C�� 80521 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 11.19.14 C1.00 DEMOLITION PLAN EXISTING CONDITIONS AND C. Snowdon C. Snowdon 1:10_XREF CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL FIELD SURVEY BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. {THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.} 6.REFER TO LANDSCAPE PLANS BY RIPLEY DESIGN FOR TREE PROTECTION NOTES, PROCEDURES, AND MITIGATION REQUIREMENTS 7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS.} EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 EXISTING MONITORING WELL MW VAULT ELEC H Y D CONTROL IRR G EXISTING LOT LINE APPROXIMATE LIMITS OF CONCRETE/ ASPHALT & GRAVEL REMOVAL EXISTING TREES (TO REMAIN) EXISTING TREES (TO BE REMOVED) ORIGINAL FIELD SURVEY: NORTHERN ENGINEERING SERVICES DATE: April 18, 2013 EXISTING ELEC/TV E/TV W {1.EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED. 2.HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES. 3.AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE. 4.ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 5.PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE A ORANGE PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ON HALF () OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER. 6.ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNED STANDARDS." 7.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. }{ 8.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 9.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 10.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POSTS STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING A RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 11.ALL TREE PRUNING AND REMOVAL WORK SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORIST WHERE REQUIRED BY CODE. 12.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW.} TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 NORTH APPROXIMATE SAWCUT LINE ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 20 30 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the FinalDrainage Report for Brownes on Howesdated November 19, 2014by Northern Engineering shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by thE construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins . 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: BENCHMARK #1: City of Fort Collins Benchmark 1-13 Located on the southwest corner of College Ave. and Maple St. on a concrete traffic signal. Elevation = 4976.58 BENCHMARK #2: City of Fort Collins Benchmark 1-12 Located on the southeast corner of Laporte Ave. and Whitcomb St. on a storm inlet on Whitcomb St. Elevation = 5000.97 Basis of Bearings Basis of Bearings is the south lot line of Lot 4, Block 43, City of Fort Collins as bearing South 89° 41'17" East (assumed bearing). NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.175' 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: NA CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16. For additional information see separate FinalDrainage Report for Brownes on Howes. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the FinalDrainage Report for Brownes on Howesdated November 19, 2014by Northern Engineering shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner C. Snowdon N.A. NOVEMBER2014 CONTACT INFORMATION PROJECT TEAM: Maxiiimo Development Group 706 S. College Ave., Suite 201 Fort Collins, CO 80524 UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 301 N. Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R I N G � � � � � � �� PLANNER/ LANDSCAPE ARCHITECT These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: VICINITY MAP NORTH 1" = 1000' DEVELOPER/APPLICANT SITE ENGINEER SURVEYOR PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) BENCHMARK #1: City of Fort Collins Benchmark 1-13 Located on the southwest corner of College Ave. and Maple St. on a concrete traffic signal. Elevation = 4976.58 BENCHMARK #2: City of Fort Collins Benchmark 1-12 Located on the southeast corner of Laporte Ave. and Whitcomb St. on a storm inlet on Whitcomb St. Elevation = 5000.97 Basis of Bearings Basis of Bearings is the south lot line of Lot 4, Block 43, City of Fort Collins as bearing South 89° 41'17" East (assumed bearing). NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.175' Original Field Survey by: Northern Engineering Services Project No. 207-009 Date: April, 18 2013 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Comcast----------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6854 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 224-6065 SHEET INDEX I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. CERTIFICATION STATEMENT: UTILITY PLANS FOR BEING A REPLAT OF LOTS 4 & 5 OF BLOCK 43, CITY OF FORT COLLINS, LOCATED IN THE SECTION 11, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO BROWNES ON HOWES Russell+Mills Studios 141 South College Ave., Suite 104 Fort Collins, CO 80524 (970) 484-8855 Northern Engineering Services, Inc. Gary Gilliland, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R I N G � � � � � � �� russell mills studios + C0.00 COVER SHEET C0.01 GENERAL & CONSTRUCTION NOTES C1.00 EXISTING CONDITIONS AND DEMOLITION PLAN C2.00 HORIZONTAL CONTROL & PAVING PLAN C3.00 UTILITY PLAN C3.01 SANITARY SERVICES PLAN & PROFILE C3.02 STORM DRAIN PLAN & PROFILE C4.00 GRADING PLAN C5.00 PUBLIC ALLEY FLOWLINE PLAN AND PROFILE C6.00-C6.05 CONSTRUCTION DETAILS C7.00 EROSION CONTROL PLAN C7.01 EROSION CONTROL DETAILS C8.00 DRAINAGE PLAN City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner