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Home My WebLink AboutPLANETSCALE LIVING - PDP200015 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPECPEC 1401 Wewatta St. Unit 804 Denver. Colorado 80202 Email: apowell@pec-inc.co Phone: 720.409.2454 Proect anaement Civil Enineerin Conltin VICINITY MAP CONSTRUCTION PLANS - CIVIL PROJECT TEAM SITE INFORMATION SITE ACCESS: DRAWING LIST PARCEL: north PEC COORDINATES: SITE PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO 906 E. STUART ST., FORT COLLINS COLORADO PECPEC 1401 Wewatta St. Unit 804 Denver. Colorado 80202 Email: apowell@pec-inc.co Phone: 720.409.2454 Proect anaement Civil Enineerin Conltin ’ “ ” – – – ’ – ’ – ’ — ’ “ ” – GENERAL AND CIVIL SYMBOLS GENERAL NOTES (FORT COLLINS & LARIMER COUNTY) 5430 0000 OP VTC IP ECB 403+00 ABBREVIATIONS SB # 5430 48IN DIA 18IN DIA 18IN DIA 24IN DIA 24IN DIA 36IN DIA 18IN DIA 48IN DIA 24IN DIA 18IN DIA 12IN DIA 12IN DIA 12IN DIA 48IN DIA 18IN DIA 18IN DIA 24IN DIA 24IN DIA 36IN DIA 18IN DIA 48IN DIA 24IN DIA 18IN DIA 12IN DIA 12IN DIA 12IN DIA 5'-0" 9'-6" 12'-0" 5'-0" 5'-0" PECPEC 1401 Wewatta St. Unit 804 Denver. Colorado 80202 Email: apowell@pec-inc.co Phone: 720.409.2454 Proect anaement Civil Enineerin Conltin north PEC PLAN VIEW - EXISTING SITE & DEMO PLAN Feet 0 10 20 TURF PROPERTY LINE, TYP. PROPOSED DRIVEWAY WITH BELGARD DRAINSTONE PROPOSED PATIO PROPOSED 5' CONC. WALKWAY 1' CONCRETE BORDER BAND RESIDENT PARKING (BELGARD DRAIN STONE FIELD) OPTIONAL CONCRETE BAND TO DELINEATE RESIDENT PARKING (MAY SUBSTITUTE WITH BELGARD BAND) PARKING STRIPE (TYP.) 1' BELGARD DRAIN STONE BAND TURF 5'-0" 9'-6" 12'-0" 5'-0" PROPOSED PERV. PAVER FIELD 5'-0" PROPOSED BIKE RACK N89° 08' 19.95"E 1029.569 PECPEC 1401 Wewatta St. Unit 804 Denver. Colorado 80202 Email: apowell@pec-inc.co Phone: 720.409.2454 Proect anaement Civil Enineerin Conltin PLAN VIEW - SITE LAYOUT PLAN north PEC L1 LINE TABLE NODE LENGTH BEARING L2 L3 L4 L5 L6 L7 6.0' C1 TURF PROPERTY LINE, TYP. PROPOSED DRIVEWAY WITH BELGARD DRAINSTONE PROPOSED PATIO PROPOSED 5' CONC. WALKWAY 1' CONCRETE BORDER BAND RESIDENT PARKING (BELGARD DRAIN STONE FIELD) OPTIONAL CONCRETE BAND TO DELINEATE RESIDENT PARKING (MAY SUBSTITUTE WITH BELGARD BAND) PARKING STRIPE (TYP.) 1' BELGARD DRAIN STONE BAND TURF 5'-0" 9'-6" 12'-0" 5'-0" PROPOSED PERV. PAVER FIELD 5'-0" PROPOSED BIKE RACK N89° 08' 19.95"E 1029.569 PECPEC 1401 Wewatta St. Unit 804 Denver. Colorado 80202 Email: apowell@pec-inc.co Phone: 720.409.2454 Proect anaement Civil Enineerin Conltin PLAN VIEW - UTILITY PLAN north PEC 48IN DIA 18IN DIA 18IN DIA 24IN DIA 48IN DIA 24IN DIA 18IN DIA 12IN DIA 12IN DIA 12IN DIA TURF PROPERTY LINE, TYP. PROPOSED DRIVEWAY WITH BELGARD DRAINSTONE PROPOSED PATIO PROPOSED 5' CONC. WALKWAY 1' CONCRETE BORDER BAND RESIDENT PARKING (BELGARD DRAIN STONE FIELD) OPTIONAL CONCRETE BAND TO DELINEATE RESIDENT PARKING (MAY SUBSTITUTE WITH BELGARD BAND) PARKING STRIPE (TYP.) 1' BELGARD DRAIN STONE BAND TURF 5'-0" 9'-6" 12'-0" 5'-0" PROPOSED PERV. PAVER FIELD 5'-0" PROPOSED BIKE RACK N89° 08' 19.95"E 1029.569 PECPEC 1401 Wewatta St. Unit 804 Denver. Colorado 80202 Email: apowell@pec-inc.co Phone: 720.409.2454 Proect anaement Civil Enineerin Conltin PLAN VIEW - GRADING & DRAINAGE north PEC A PECPEC 1401 Wewatta St. Unit 804 Denver. Colorado 80202 Email: apowell@pec-inc.co Phone: 720.409.2454 Proect anaement Civil Enineerin Conltin TRAFFIC RATED CLEANOUT WW-15 (1)EX. 38" LOCUST, TO REMAIN (2)EX. 20" LOCUST, TO REMAIN (3)EX. 22" LOCUST, TO REMAIN (4)EX. 14" CRABAPPLE, TO BE REMOVED (5)EX. 25" LOCUST, TO BE REMOVED (6) 20" S. ELM, TO BE REMOVED (7) 20" S. ELM, TO BE REMOVED (8) 3",4",5" S. ELM, TO BE REMOVED (9) 29" GREEN ASH, TO REMAIN PROPOSED 4-PLEX PROPERTY LINE, TYP. EAST STUART STREET BIKE LANE PROPOSED EOP, 1' CONCRETE BAND (10)EX. 23" GREEN ASH, TO REMAIN 5'-0" 12'-0" 9'-6" 5'-0" PROPOSED PERV. PAVER BAND PROPOSED PERV. PAVER FIELD TREE PROTECT. FENCE, TYP. (SEE DETAIL) 5'-0" TREE MITIGATION NORTH 0 16 feet 1/8" = 1'-0" 8 24 32 PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO. EAST STUART STREET TURF PROPERTY LINE, TYP. PROPOSED DRIVEWAY WITH BELGARD DRAINSTONE PROPOSED PATIO PROPOSED 5' CONC. WALKWAY EX. CONC. WALKWAY EX. CURB BIKE LANE 1' CONCRETE BORDER BAND RESIDENT PARKING (BELGARD DRAIN STONE FIELD) OPTIONAL CONCRETE BAND TO DELINEATE RESIDENT PARKING (MAY SUBSTITUTE WITH BELGARD BAND) PARKING STRIPE (TYP.) LANDSCAPE EDGING, TYP. 6 - PA 11 - CK 8 - RG 9 - NL 9 - RR 3 - AS 1' BELGARD DRAIN STONE BAND PROPOSED 4-PLEX TURF 5'-0" 12'-0" 9'-6" 5'-0" 2 - PN 5 - JW TURF 3" MIN. WASH. CEDAR MULCH IN ALL LANDSCAPE BEDS 5'-0" PROPOSED BIKE RACK LANDSCAPE NORTH 0 16 feet 1/8" = 1'-0" 8 24 32 TREES CODE QTY COMMON / BOTANICAL NAME CONTAINER SIZE SCALE FIRST FLOOR PLAN A2.1 1 SCALE 1/4" = 1'-0" SECOND FLOOR PLAN A2.2 1 1/4" = 1'-0" WAYNE D. ANDERSON C-2974 S T A T E O F C O L O R A D O L I C E N S E D A R C H I T E C T WDA WDA SCALE SOUTH ELEVATION A4.1 1 1/4" = 1'-0" SCALE EAST ELEVATION A4.1 2 1/4" = 1'-0" SCALE WEST ELEVATION A4.1 3 1/4" = 1'-0" SCALE WEST ELEVATION A4.1 4 1/4" = 1'-0" GENERAL SHEET NOTES: WAYNE D. ANDERSON C-2974 S T A T E O F C O L O R A D O L I C E N S E D A R C H I T E C T WDA WDA WAYNE D. ANDERSON C-2974 S T A T E O F C O L O R A D O L I C E N S E D A R C H I T E C T WDA WDA AS 3 Miyabei Maple / Acer miyabei `State Street` B & B 2"Cal JW 5 Woodward Juniper / Juniperus scopulorum `Woodward` 15 gal 6` Ht. PN 2 Austrian Pine / Pinus nigra B & B 6` Ht. SHRUBS CODE QTY COMMON / BOTANICAL NAME CONTAINER SIZE PA 6 Russian Sage / Perovskia atriplicifolia 5 gal 24" RR 9 Knock Out Shrub Rose / Rosa x `Radrazz` TM 5 gal 18" GRASSES CODE QTY COMMON / BOTANICAL NAME CONTAINER SIZE CK 11 Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster` 1 gal 18" PERENNIALS CODE QTY COMMON / BOTANICAL NAME CONTAINER SIZE NL 9 Little Trudy Catmint / Nepeta x `Psfike` TM 1 gal 6" RG 8 Goldsturm Coneflower / Rudbeckia fulgida `Goldsturm` 1 gal 12" GROUND COVERS CODE QTY COMMON / BOTANICAL NAME CONTAINER SIZE PP 6,010 sf Kentucky Bluegrass / Poa pratensis sod full PLANT SCHEDULE GENERAL LANDSCAPE NOTES: 1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE-FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT. 2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. 3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. 4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT (8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX (6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORT IN SECTION 12-132. 5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. 6. MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION. 7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS. 8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES 6 FEET BETWEEN TREES AND ELECTRIC LINES 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4 FEET BETWEEN TREES AND GAS LINES 9. ALL STREET TREES SHALL BE PLACED A MINIMUM OF EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1 (D)(2)(A) 10. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN. 11. THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. 12. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION--AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTED APPROVAL BY THE CITY PRIOR TO INSTALLATION. 13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE (3) INCHES. PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO. DECIDUOUS TREE PLANTING 3/8" = 1'-0" FULLY REMOVE ALL TWINE/WIRE BASKET FROM ROOTBALL. (2) METAL 'T' POST STAKES WITH PROTECTIVE CAP, DRIVE (MIN 24") FIRMLY INTO SUBGRADE PRIOR TO BACKFILLING. (2) 12 GAUGE GALV. GUY WIRES AT 3'-0" ABOVE GRADE W/ 1/2" DIA. X 18" P.V.C. PIPE ON EACH WIRE. MULCH AS SPECIFIED, FORM SAUCER W/ 3" CONT. RIM. CUT AND REMOVE ALL TWINE WRAPPING AND BURLAP FROM TOP HALF OF BALL. WATER AND TAMP POCKETS TO REMOVE AIR. NOTE: 1. DO NOT CUT LEADER. 2. PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING, STAKING AND MULCHING. 3. KEEP CROWN SHAPE TYPICAL OF SPECIES. REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT. 3" 2X BALL DIAMETER FEATHER MULCH TO TREE TRUNK. PLANT SO THAT TOP OF ROOT BALL IS 3" ABOVE FINISHED GRADE. 1 P-RE-16 EVERGREEN TREE PLANTING 3/8" = 1'-0" CUT AND REMOVE ALL TWINE WRAPPING AND BURLAP FROM TOP HALF OF BALL. N PLAN NOTE: 1. DO NOT CUT LEADER. PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING, STAKING AND MULCHING. 2. KEEP CROWN SHAPE TYPICAL OF SPECIES. 3. REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT. 3-12 GAUGE GALV. (DOUBLE STRAND TWISTED) GUY WIRES AT 3'-0" ABOVE GRADE. WITH 1/2" DIA. WHITE PVC PIPE 36" LENGTH ON EACH WIRE. APPLY MULCH WITH A 3' DIA. MULCH RING (TYP.) KEEP MULCH FROM CONTACTING TRUNK OF TREE. FILL PLANT PIT WITH 2/3 OF NATURAL SOIL (EXCAVATED MATERIAL) WITH 1/3 OF ORGANIC MATTER. ATTACH GUY WIRE TO 2" CANVAS STRAP OR APPROVED EQUIV. THROUGH GROMMETS. UNDISTURBED SOIL. FULLY REMOVE ALL TWINE/WIRE BASKET FROM ROOTBALL. 3" 2X BALL DIAMETER INSTALL A 2"-3" HT. WATER RING AT TIME OF PLANTING. METAL STAKES, 2 MIN. PER TREE ALIGNED AROUND TREE. BURY ANCHOR 1" BELOW GROUND. USE 'DUCK BILL' OR EQUAL. PLANT TREE 3" ABOVE FINAL GRADE. SET TRUNK PLUMB. 2 P-RE-17 SHRUB PLANTING 3/8" = 1'-0" DO NOT CUT LEADER. PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING, STAKING AND MULCHING. KEEP CROWN SHAPE TYPICAL OF SPECIES. REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT. PLANT SO THAT TOP OF ROOTBALL IS LEVEL W/ FINISH GRADE FEATHER MULCH TO BASE OF SHRUB BRANCHES. FORM W/ 3" CONT. RIM. FILL PLANT PIT WITH 2/3 OF NATURAL SOIL (EXCAVATED MATERIAL) WITH 1/3 OF ORGANIC MATTER. REMOVE ALL CONTAINER MATERIAL. PLACE OVER UNDISTURBED SOIL. WATER AND TAMP POCKETS TO REMOVE AIR. UNDISTURBED SOIL. VAR. ROOTBALL +12" 3 P-RE-18 PLAN 9 13 www.gmr-la.com (P) 720.209.7244 denver, colorado 80218 383 corona st., #407 PLAN TREE PROTECTION NOTES: TREE NUMBER TREE SPECIES 1 HONEYLOCUST FAIR 3.5 EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. 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. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF(1 2) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND 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. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE 'RIBBONED OFF', RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8.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: 37 1. ALL REPLACEMENT INCHES/TREES ARE IDENTIFIED ON LANDSCAPE PLAN. 2. MITIGATION TOTAL OF 6.5 TREES AT 2" CALIPER ARE REQUIRED. TREE MITIGATION TABLE NOTES: LEGEND TREE MITIGATION TABLE TREE PROTECTION FENCING 1/4" = 1'-0" CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE TREE MITIGATION PLAN FOR FENCE ALIGNMENT. 4'-0" MAINTAIN EX. GRADE UNLESS OTHERWISE NOTED 2" x 6' STEEL POSTS OR APPROVED EQUAL SECTION VIEW KEEP OUT TREE PROTECTION AREA 8.5" x 11" LAMINATED SIGN PLACED ON VISIBLE SIDES OF FENCING TREE PROTECTION FENCING: HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1.5" OPENINGS; COLOR- ORANGE, STEEL POSTS INSTALLED AT 8' O.C. 3" MIN. DEPTH MULCH LAYER 1 P-CO-69 9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1- JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. 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 D.B.H. CONDITION MITIGATION NOTES TO REMAIN 2 HONEYLOCUST 20 FAIR PLUS 3 TO REMAIN 3 HONEYLOCUST 22 FAIR 3 TO REMAIN 4 CRABAPPLE 14 2 REMOVED FOR PARKING 5 HONEYLOCUST 25 3 6 SIBERIAN ELM 16 POOR 1.5 TO BE REMOVED 7 20 DEAD 8 5,4,3 FAIR 9 GREEN ASH 29 FAIR OFFSITE 10 23 FAIR 2.5 REMOVED FOR PARKING FAIR PLUS FAIR MINUS SIBERIAN ELM TO BE REMOVED SIBERIAN ELM TO BE REMOVED 0 0 GREEN ASH OFFSITE 3 TOTAL 6.5 8 13 www.gmr-la.com (P) 720.209.7244 denver, colorado 80218 383 corona st., #407 B I A = BASIN DESIGNATION B = AREA IN ACRES I = % IMPERVIOUSNESS D D = DESIGN POINT DESGNATION 1 .25 - 1r .05 100 1c .06 2 1b .11 40 1a .02 2 Belgard Concrete Pavers Compacted Subgrade, prepare according to recommendations in geotechnical report. Compacted Aggregate Base - minimum 6” thick. Asphalt or cement treatment base can be used over weak or saturated subgrade soils 1” Bedding Layer, conforms to ASTM C33 with <1% passing 0.080 mm Mirafi 160N Nonwoven Filtration Fabric on entire bottom of aggregate base (extends under curb). Jointing Sand, Conforms to ASTM C144 Design Notes: 1. Cross section as shown is suitable for pedestrian and vehicular applications. Paver dimensions subject to aspect and plan ratio requirements. Contact Belgard Commercial for product selection guidance based on the intended traffic loading. 2. Depth of aggregate base subject to site specific conditions (traffic loading, soil conditions, groundwater levels, climatic conditions). Contact Belgard Commercial for design assistance. 3. When traffic flow is perpendicular to the direction of the header, the width of the header curb should be sufficient to ensure that a bouncing tire caused by differential settlement will land on the header and not skip over it. 4. When using geotextile separation fabric, consult with the manufacturer to ensure the material has good drainage characteristics and is not prone to clogging. 5. Drain pipes may be required within the aggregate base depending on the permeability of the subgrade soils. Verify drainage needs with the geotechnical engineer. Ensure drain pipes are able to daylight via gravity flow to surface, or connect to catch basin. 6. Techniseal HP Nextgel jointing sand conforming to ASTM C144 may be used in pedestrian and light vehicular applications. Please contact Belgard Commercial for design assistance. Top of installed pavers shall be 1/8” to 1/4” above adjacent rigid surfaces Concrete header curb, 12" to 24" wide (see note 3), minimum 12" deep. Add rebar as required (designed by others). Elevation to be 1/4 in. below adjacent pavers and asphalt. Existing grade Mirafi 160N Nonwoven Filtration Fabric - 12” wide at all perimeters, turn up against curb and cut even with the top of pavers TYPICAL PAVER DETAIL LOC LOC LOC LOC CURVE TABLE CURVE RADIUS LENGTH DELTA C2 C3 2.0' S00°41'48.42"E 105.57' 85.80' 20.0' 1.0' 17.0' 56.0' 3.2' 88.31 L8 L9 L10 15.0' 17.00' 80.0' L11 L12 6.1' 12.0' C4 2.0' 3.1' 90.00 N00°52'48.6"W N89°08'19.95"E S00°52'0294"E S89°07'57.06"W S00°51'25.88"E S89°11'00.78"W S00°41'48.42"E S89°55'53.52"W S89°07'57.06"W N00°52'02.94"W 2.0' 3.1' 89.90 2.0' 3.1' 90.00 S00°52'02.94"E Belgard Concrete Pavers Compacted Subgrade, prepare according to recommendations in geotechnical report. Compacted Aggregate Base - minimum 6” thick. Asphalt or cement treatment base can be used over weak or saturated subgrade soils 1” Bedding Layer, conforms to ASTM C33 with <1% passing 0.080 mm Mirafi 160N Nonwoven Filtration Fabric on entire bottom of aggregate base (extends under curb). Jointing Sand, Conforms to ASTM C144 Design Notes: 1. Cross section as shown is suitable for pedestrian and vehicular applications. Paver dimensions subject to aspect and plan ratio requirements. Contact Belgard Commercial for product selection guidance based on the intended traffic loading. 2. Depth of aggregate base subject to site specific conditions (traffic loading, soil conditions, groundwater levels, climatic conditions). Contact Belgard Commercial for design assistance. 3. When traffic flow is perpendicular to the direction of the header, the width of the header curb should be sufficient to ensure that a bouncing tire caused by differential settlement will land on the header and not skip over it. 4. When using geotextile separation fabric, consult with the manufacturer to ensure the material has good drainage characteristics and is not prone to clogging. 5. Drain pipes may be required within the aggregate base depending on the permeability of the subgrade soils. Verify drainage needs with the geotechnical engineer. Ensure drain pipes are able to daylight via gravity flow to surface, or connect to catch basin. 6. Techniseal HP Nextgel jointing sand conforming to ASTM C144 may be used in pedestrian and light vehicular applications. Please contact Belgard Commercial for design assistance. Top of installed pavers shall be 1/8” to 1/4” above adjacent rigid surfaces Concrete header curb, 12" to 24" wide (see note 3), minimum 12" deep. Add rebar as required (designed by others). Elevation to be 1/4 in. below adjacent pavers and asphalt. Existing grade Mirafi 160N Nonwoven Filtration Fabric - 12” wide at all perimeters, turn up against curb and cut even with the top of pavers TYPICAL PAVER DETAIL NEW 4 PLEX F.F. = 4980.75 NEW LANDSCAPED/FRONT AREA