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HomeMy WebLinkAboutSCHOOLSIDE PARK - BDR240009 - SUBMITTAL DOCUMENTS - ROUND 1 - Site, Landscape & Elevations PlansSite Location Map Scale NTS Urban Air Trampohnc „ Q T3•:;�' c �� Sy GOLDEN a�d Adventure Park � � MEADOWS HARMONY Q e1 weeer� .. t w�a1a�� °o . UCHealth � � �+�-�,,,>.,y campus EHarm[nrRC - _ 4 __ _ : "t=". �_ , Q Q � � � � �_'� . > �� �� a � o� . Cinemark Fort Collins Q = � �n Y e 0 °° t °� (; � O` / d. � ••.tie�rroc:: L' o� a' � gef � , .., WILDWOOD � � F` CROS9 NG TIMBER CREEK OAKRIDGE VILLAGE V T �. �, € KeM`�°°� STETSON CREEK MIRAMONT N HARVEST PARK WILLOW . °o„ SPRINGS SAGE CREEK Twin SilO Pdrk � � ^-r±±,R^ KtCMerRc �058:}tl SOUTHRIDGE KecnterRtl r�-� GREENS FOS51� _ . .. �. F�,i' . . . �= � � iUNTINGTON HILLS �0j`��CretkPk: � Praine Dog Meadow Natural Area PARAGON POINT � �, �. . _ - _ _ _'' t. F", Sheet Index �Ha•>>er Farm -, : � ;�fo� _ - =',�ar� Scnooi SITE '�iES"'�H�SE , cv Rd E` � a� F...-1 �-,'�Ili'1.- /� �,1� �� G001 - Site Plan Cover Sheet M100 - Tree Inventory Notes M101 - Tree Mitigation Plan LS101 - Overall Site Plan LS102 - Site Plan Enlargement LS103 - Site Plan Enlargement LS104 - Site Plan Enlargement LS501 - Site Details LS502 - Site Details LS503 - Site Details LS504 - Site Details LS505 - Site Details A01 - Plans + Elevations A02 - Building Sections + Details A03 - Perspective Views LP001 - Planting Notes & Legend LP101 - Overall Planting Plan LP501 - Planting Details LP502 - Planting Details LH 101 - Hydrozone Plan Legal Description r.�� u F Roc�� �.�_-• '�. � uBSERV4� VILLAG ¢ o w � U � fJ FOSSIL LAK� ti ' � IR1.0 - Irrigation Cover Sheet IR1.1 - Overall Irrigation Plan IR2.0 - Irrigation Plan IR2.1 - Irrigation Plan IR2.2 - Irrigation Plan IR3.0 - Irrigation Details IR3.1 - Irrigation Details IR3.2 - Irrigation Details IR3.3 - Irrigation Details IR3.4 - Irrigation Details E1 - Site Electrical Plan E2 - Electrical Details E3 - Site Lighting Photometric Plan A Portion of the South Half of the Northwest Quarter of Section 8, Township 6 North, Range 68 West, of the 6th P.M., County of Larimer, State of Colorado � 5830 South Ti m berl i ne Road Fort Collins, Colorado 80528 Basic Develo ment Review Su bm ittal p SITE PLAN NOTES 1. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 2. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 3. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 7. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 8. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. Parking Requirements: ADDRESS 9. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 10. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 11. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNERS ASSOCIATION. THE PROPERTY OWNERS ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 12. 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. 13. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 14. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. 15. PROPOSED BENCHES ALLOWED TO BE REDUCED BY 50% IN QUANTITY OR LOCATION MODIFIED WITHOUT REQUIRING A MINOR AMENDMENT. 16. PROPOSED EDGING TYPES AND LOW BARRIER FENCING ALLOWED TO BE REDUCED IN QUANTITY WITHOUT REQUIRING A MINOR AMENDMENT. Land Use Table Existing Zoning Proposed Uses Maximum Building Height Permitted Maximum Building Height Proposed G ross S ite Area Estimated Floor Area Floor Area Ratio Public ROW Net Site Area Overall Land Use Data: Building Coverage (Appx) Parking & Drives (Appx) Public ROW Open Space/Landscape Area Active Recreational Use Tota I Low Density Mixed-Use Neighborhood District Park, Recreation, Open Space Playground, Sidewalks 2.5 Stories 1 Story 5.3 AC 0.006 AC 0.00 0 AC 5.3 AC 0.006 AC .22 AC 0 AC 4.3 AC 0.77 AC 5.3 AC 230, 748 S F 268 SF 0 SF 230,748 SF 268 SF 9, 762 S F 0 SF 187, 237 S F 33,481 SF 230, 748 S F 0% 4% 0% 81% 15% 100% Off-Street (Recreational) Total - 11 parking spaces OWNER'S CERTIFICATION THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNER'S OF THE REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. OWNER (SIGNED) OWNER (SIGNED) DATE DATE (STATE OF ) � /SS (COUNTY OF ) SUBSCRIBED AND SWORN TO BE BEFORE THIS HAND AND OFFICIAL SEAL. NOTARY PUBLIC DAY OF 20 , BY WITNESS MY MY COMMISSION EXPIRES PLANNING APPROVAL CERTIFICATION APPROVED BY THE CURRENT COMMUNITY DEVELOPMENT & NEIGHBORHOOD SERVICES DIRECTOR OF THE CITY OF FORT COLLINS, COLORADO, THIS OF , 20 . COMMUNITY DEVELOPMENT & NEIGHBORHOOD SERVICES DIRECTOR Provided 9 spaces 2 ADA Bicycle Parking: Ratios: 1/ 2,000 SF (Min. 4) Active Recreational Use: 33,481 SF = 17 Required Provided Recreational 17 Fixed 20 Fixed 0 Enclosed 0 Enclosed Total 17 20 Fort Collins Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov. com/parkpla n ni ng/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 IN METRO OR 534-6700 DENVER CALL 2 BUSINESS DAYS �N ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J 1 � � ��M W � � ��> > Ww � QW � - � � Z J W O� � OO J � W > W U� �U C/) Q 00 O �/ / � Z Q � � � O � J O U� U � ^ � � � z � J � J � O U � �� _ � U � � PROJ.NO. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: JUNE 12, 2024 REvisioNs : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: COVER SHEET I SCALE: �� ��i� TREE PROTECTION SPECIFICATIONS - CITY OF FORT COLLINS FORESTRY Tree Protection Specifications 1. All tree protection and replacement requirements in LUC 3.2.1.F.G. shall be followed. Existing trees shall be inventoried. All existing trees in the potential construction impact zone shall be numbered and identified by species, size, condition, intent to save or remove and mitigation. 2. All tree pruning, removal and protection shall adhere to the requirements found in the City of Fort Collins Tree Management Standards and Best Management Practices manual which was approved by the City Manager March 31, 2010. 3. Existing trees marked for protection and preservation shall not be removed. 4. The critical root zone of each existing tree designated to be preserved shall be protected so that soil compaction does not occur. This will include restricting equipment use and material storage in the critical root zone of each tree. 5. Avoid cutting surface roots whenever possible. All grading, sidewalk and paving levels should be contoured sufficiently to avoid root or trunk damage. At any location where roots need to be disturbed or cut, contact the City Forestry Division for review prior to any disturbance or cutting. 6. When root cutting is necessary, the cuts should be made using a sharp saw or appropriate tool so that extra root tissue is not damaged. Cuts should be smooth, flush and completed very quickly after root exposure occurs. Once the root cutting is complete, immediately cover the exposed root tissue with good soil and then water the area to avoid root dehydration. Root pruning shall be reviewed by the City Forestry Division and perFormed by a certified arborist for any roots over 2" in diameter. 7. Tree protection shall be set up and implemented prior to construction. Tree protection shall incorporate the following criteria: a. All existing trees to be retained in close proximity to any construction activity shall be protected using a fencing material that meet or exceed the following criteria: b. Fencing material would have a minimum height of 5 feet. c. Fencing may consist of orange snow fencing or other suitable material. d. Protection barrier fencing shall be supported by 1" X 1" metal posts or similar sturdy stock. e. Concrete blankets or other suitable material shall be wrapped around the trunk of trees that are in close proximity to actual construction activities. At a minimum, the bottom 6 feet of the trunk shall be wrapped. f.The actual location of tree protection fencing should be determined by an onsite meeting between the Forestry Division representative and the appropriate contractor representative. g. Partial fencing within the protection zone may be required as necessary. h. There shall be no movement of equipment or storage of equipment, materials, debris, or fills or cuts within the critical root zone area unless approved by the City Forestry Division. i. Modification or removal of tree protection fencing or blanket wrap must be approved by the Forestry Division prior to the removal of such protection. 8. Within the drip line of any tree marked for retention and preservation, there shall be no cut, excavation or fill unless a qualified arborist or forester has evaluated and approved the disturbance. Approved cut, excavation or fill within the drip line of existing trees must be accomplished using methods approved by a qualified arborist and City Forestry Division. This may include the required use of hand tools or an air spade when necessary. 9. In order to protect the critical root zone of each tree, or group of trees, to be retained, the following criteria must be followed: a. Equipment or material shall not be washed, cleaned or rinsed within the drip-line of any trees. b. Equipment or materials shall not be stored within the drip-line of any trees. c. Potentially harmful materials such as paints, oils, solvents, asphalt, concrete, motor oil or any other material harmful to the life of a tree shall be kept out of the drip-line of any tree. 10. Attachments such as wires, cables, winches, ropes, signs, notices or permits shall not be fastened to any protected tree. 11. All protected existing trees shall be pruned to the City of Fort Collins Forestry Standards. All required or optional tree removal or pruning shall be performed by a private tree service holding a current City of Fort Collins Arborist license. 12. Applying thick layers of wood mulch over a portion of the root system of existing trees may be directed at individual locations to adequately prevent soil compaction during construction activity. 13. Loss or potential injury to any tree(s) shown to be retained due to contractor neglect or improper construction activities will result in a penalty of up to full damages for the assessed value of the tree(s) as determine by the City Forestry Division or qualified arborist using the Council of Tree an Landscape Appraiser Guide for Plant Appraisal (most recent edition). Full loss or partial injury value will be assessed to the contractor. 14. A fine of one-thousand dollars may be levied against the contractor for each incident of unnecessary damage to existing trees by not following the tree protection notes. If a financial penalty is not imposed for a violation, the City project manager shall document the incident with an explanation of why a fine was not imposed. 15. The contractor is responsible for scheduling tree inspections with the City Forester or consulting arborist at critical phases of the project. There shall be daily coordination of field crews by the contractor during the critical phases of the project to ensure the tree protection specifications are followed as well as the direction received from the City Forester or a consulting arborist. Critical phases are defined as work being conducted in proximity of trees to be protected or transplanted where any form of damage could occur. Examples could be demolition of existing concrete, root pruning, construction of retaining walls and construction of new curb. 16. The City Forestry Division shall be notified prior to any trenching, excavation or construction activity known, or suspected, to involve cutting roots or damaging any of the above ground portions of a preserved or transplanted tree. 17. When raising the grade around a tree, a dry well is required, when lowering the grade around a tree, a retaining wall is required. In such instances approval is required by the City Forester. 18. Irrigation lines or any underground fixture requiring excavation deeper than six inches shall be accomplished by boring under the root system of protected existing trees at a minimum depth of twenty-four inches. The auger distance is established from the face of the tree (outer bark) and is scaled from tree diameter at breast height (see table). 19. Soil cultivation should not exceed 2 inches in depth within the drip line of any existing protected tree. The grade should also not be raised more than 2 inches within the drip-line of any existing protected tree. Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/pa rkplan n i ng/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES � �� �� � W � — � � � 0 Z U � J Q � � � 00 � (� � W > W � � Z W � � O W > W 0 U � Q m � z � J � U � � � LL L.L � � � — U O � Q � � J 0 U � � z J J � U � � O LL PROJ. N0. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: J U N E 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: TREE INVENTORY NOTES SCALE: - i ,� i � � � � I ,, I n �. � i� � I' � �� � i� � � �� ��I �� � I CI, � Q 0 � w- Z J � w m �. �_ �I I � �� \ �\ '�� � � o � � � � � �>, . , . \ �� �— —� ��_ —` � \ �� � � � � �_ � ��'� I �. � 18- 19-� 20- 21- 22- ; � � � / , � �;� �. T� A � \ � `. \ - \. � � 17 �_ � � � �� � \\ \ � �� � 7 , ,� - - L- — �� C -- - - �-� / � / \ \/ � �/ � �� � �,i � � � � \ � — J TREE MITIGATION PLAN � SW � / � .' SCALE:1 "=30'-0° LEGEND � ► , � , C� �-� �� \ �� � o.� � � ti �� � \ �''�. O EXISTING TREE TO BE PROTECTED IN PLACE �°�'I'''�"i. � a\�`�u'�'=—'= EXISTING TREES � j�i��\\ � ,�1�, ����. TOTAL MITIGATION QUANTITY: - 0 MITIGATION TREES ARE REQUIRED AND MUST BE SIZED AT THE FOLLOWING CALIPER: 2" CALIPER BALL AND BURLAPPED. CITY FORESTER SIGNATURE BLOCK APPROVED BY THE CITY FORESTER OF THE CITY OF FORT COLLINS, CO ON THIS DAY OF ,20 CITY FORESTER Schoolside Tree Inventory and Mitigation Information # Species Stems DBH (inches) Condition Forestry Mitigation Notes 1 Pear 10 Fair minus (f-) 2 2 Pear 4 Dead 0 3 Apple 3 8- 15 f- 2.5 4 Pea r 17 1- 10 f- 2 S Plum 4 1- 10 f- 3 6 Juniper 18 f- 3 7 Crabapple 16 f- 2 8 Aspen 6 Fair (f) 1 9 Black walnut 11 Dead 0 10 Boxelder 9 5- 12 f 3 11 Pinon pine 11 f- 1.5 12 Aspen 11 Dead 0 13 Aspen 10 f- 2 14 Boxelder 15 f- 2.5 15 Boxelder 15 f- 2 16 Ponderosa 23 f- 2.5 17 Apple 25 f- 2.5 18 Aspen 14 f 2 � I l�� 19 Pinon pine 2 7, 8 f- 1.5 \I \ � ; . . � ����� � �� \\ 20 Bristlecone pine 9 f 2 \ � 21 Pinon ine 9 f 1.5 �� ����� P \ � � 22 Blue spruce 26 f- 2.5 � � ��� �� � \ 23 Bristlecone pine 8 f 2 \ � \�,\ � � �� �� � � � � � �\_ � � ,, ; , � � \ \ � � �� � \ �� _ �\ � � \ � ��� �,�` � � � �� � \, � � � � �� � � � � � � � \ � � � \ � � � � � � �\ � � \ �\\� � .�. , � � � � � � � � � \ ��� ��` � ���, \ � �� � � � � \� � � \ \ \ �� � \� � � � _ � \ � � � � � \ _ � � ��� � � � _ �_ \ �� � � � � � _ � ����;� �\ � � � � � \ � \ � � � � � � \� � \ \ �� � � \ � \ � ,�� \\ �--� � � �: \ � \ � � � � \ ,� � \ � � x` \ \ � � � � � � �� \ / \ �\\� \ \ j � � \ � \ __ \ � � � / � - �� � % \ � � ,�,, � � �,, � � 0 15 30 60 90 N O RT H ��'"� ��11"� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/pa rkplan n i ng/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J Q � ~ � �� m � � � �> > Ww i � w � � � ~ z J w O� � OO J zw > w U� �U � Q m O v! � Z Q _ � � O J J � UD U � � � � OZ �� � J 00 U � �� —� U 0 � PROJ. N0. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: J U N E 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: TREE MITIGATION P LAN SCALE: 1 "=30'-0" � �- �������. fY � I ��� � iiiii � � � � � -�,' _ ;; �I � � -�� �� � � � � I I �' � ,�� � � II � I I WATER METER PIT FOR FUTURE � FORT COLLINS LOVELAND WATER DISTRICT TAP ELECTRIC PEDESTAL ���,, �I� ',�, ELECTRIC METER CAB I N ET/ TRANSFORMER� TEMP' ELECTRIC PEDESTAL WATER METER FORT COLLINS LOVELAND WATER DISTRICT 107'-5" z � � � � , � �� _ � � � � � I � � � � � „� � � '� � � � �� ° � " II u �I II I � � � r' I I� I � ji � —� �'� � I I� S ;� ; . i I I � I I � �� � �; ' � 0�0 � � � � � ;� � ;. — —16 FCLWD WATER LINE _ \ , . -..� : -... . .�.�.�.-.�. . .�. EDESTRIAN ��--�����������.�.�. � .. �.�.-.�.�_�.�.�.�.������ . .- -:-:-:� UNDERPASS EAST �.�.�.�.�.�.�. .�.�-�- - � i . . . . . . . . .. ... ........... ENTRANCE �.�.�. . . . . . . . . . . � i -:. .� .. ... ... ........... . ..�. 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' ' • . • ' . . . . . . . . . . . .. . � . . . . . o LEGEND EXISTING TREE BENCH TRASH/RECYCLING BIKE RACKS EXISTING CHAIN-LINK FENCE ORNAMENTAL4'FENCE PARK PROPERTY BOUNDARY PROPOSED GRADING CONTOUR EXISTING GRADING CONTOUR � 0 � � uo� x x �� �� ��, �� �� \ 5" CONCRETE PAVING Q 8" CONCRETE PAVING � STABILIZED � CRUSHER FINES PLANTING BED w lu . � . . � . . . . . . . � � . . . . � . . ,. . � � . \ - ' . . . . . . . . . . I �i — -- _._:�. -.•.-.-.-,-.�. �_�o o �o v o � �� \\ - - � - - • � - - - � � �i � � c� �� o \ \ \ \ �I . . o � � I ,---.-.. . �. � % � . . ._._. > P � P ��� �� �``�� �.�.�.�.�.�.�.�.�. .�.�.�. .�. . - �, � . A �� l� ; � � � �� � �_:._.�.�. � � � � a � ��Q� � � � � ��� ��-��.-.�.-_�.�_�_�.-_����.�. . . � � � ��� � � . .�.�.� �� � � � � ��`, � �� . . . . . . . .:.. ..:�. . � � , A� � �' � � � � � � � � � ='�� i� ��� o�� � �� �`~� ..... . . . . . . . . .�-�-�-�- 5° CONCRETE � � o _ _ C ' �- � , ? � � � � -� % I ° SEE SHEET — \ \ ��� �� �.�.�.�.�.�.-.�.�.�.� �.�.�. .�. . PAVEMENT, TYP. — SEE s ��� � � ''� � , --� �� \���-���-�������-��� �.-.�. .�. DETAILA/LS501 \-I� c i I , . .., , LS103 I acTivE \�� �� .�����:-.�.�:�_� - . / . .. . w w � l �j� � � � � � -. �.�/.�-:.:.�. . �-� - / I/ \ RECREATIONAL � � . . . . . �, / � po , � ........ � � �� � _ __ o �, �� �L� � �� USE � � � . . . . . . . ....... :.: .. . \\ \ , , � � ....... � --175-3 � o , ��? MULTI—PURPOSE �\, .\ . . ._--�- - - - � - � �. . . . \ � _—i �` �, \ I � � ............. � —� " ° , � TURF FIELD \��� �, ���.� - - � - . . . .�.�.�. . � \ � � �,, �� � , o � � f — ` �'`,�� �� � ��° ° p �`\ �" o��' � 18,000 SF 7 � \ � \\ ..........:......:...:. , � `1 � ` � 1 I . . �� - � � � ���° v o� L � �� � . � � � -�. � � I � � � � _ _�� �� � > o A � � � �Q` �� � . . . . . . . � � V' - ' - � � - . - ' . - . . � . � �\ o � � . \ ...... . . - 1 � � � . - . . . . . . . . . 1 � � � o . . . \ ' - � d � � o \ � �I . A ° � � i(�� . � � o . �� A . . . . . . . _ . . � . �, I � . i ' ' \' - - 1�. �'. 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I I / � \ �, IRRIGATED � � . -�- . . . . . - - . . . . . . . . . . . . . . � . � \\ , � .., - _� . .. ............. ............ .... .. . ..-�--�-- ....... . _ , _ � .. . . . ,- _ � 8 0 _ � f / / � � SOD � � . . . . . . .�. . . .�.� . . . . . . . . . . . . . .... . . . . . . . . - - - - � - -�-�. . . ..�. . . . . � . . .�OPE�1 , ; ; ' .� o� _ � � i .�.�.�. . .. . . . . . . . . . - - - - � - � -. . .�.�.�.�.�.�.�.�.�.� . ........ . . . . . . .�. . .- - - -.�.�.�.�.�.�.�.�. . . . � , � '�_ � � � _--% � � I ' . . . � � . . .�.� � .�.�.�.� . . . . .... . . . . . . . . . . . . . . . . . . . . . . . - -.�.�.�.�.�.�. . .. . . . . . . . . . . . . . .��/PACE- �,,.�.\, I I ll �o�r�� / .. ..�.�.�.�.� .... ��..�.-.. 0 0 , , _, /.�.�.- � �. . .� �.�,,��.; � . _ _�= o� . . . . . . . . . . . �I � � � ���i 1 \ J I VI\IVIVV/'11 L11 CURB INLET sW �W — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�ATIVE �. , . . . .� ; , �— . .... .. . .... o , °%� -�i' = — = — — — ,,' ! --- �--�-�_.---_- ._--- -�- - - � -- �.- �- � - - - - -��=�� . . . . . . . . . . . . . . . . . . . _.�._-:- - - - TURF �.�. .,. . . . . � � �; r� �:, � � -� --� � --- � � —�f , �� 7 � ! C . , , � ,�. _,y'���^ �_7� i - - - ' .� i - - ' ' - - ' - ' '�- - - - � i i—.T. _ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' �BENCH - SEE DETAIL - — EXISTING STORM X/LXX01 LINE �OPTIONAL BENCH SWING - SEE DETAIL - X/LXX01 �-EXISTING CHAIN LINK FENCE (8FT) BACON ELEMENTARY SCHOOL (PARCEL - LOW DENSITY MIXED-USE NGHD DISTRICT) Fort Collins Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel : 970.221.6360 www.fcgov. com/parkpla n ni ng/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 IN METRO OR 534-6700 DENVER CALL 2 BUSINESS DAYS �N ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J � � ~ �� m � � ��> > Ww > �w � —� c� z � w OG � O� J � w > L1J U� �U � � W O VJ � Z Q — � � O � J O O U U � ^ �� � z � J � J 00 U � �� � r1/ U L.L O � PROJ.NO. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: JUNE 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: OVERALL SITE PLAN I SCALE: 1' = 30' OVERALL SITE PLAN � �► ALE:1 "=30'-0" 0' 15' 30' 60' NORTH Fort Collins Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel : 970.221.6360 www.fcgov. com/parkpla n ni ng/ , , IRRIGATED SOD PARK REGULATORY SIGN -BIKE RACKS, QTY. 5) � p � D D p 0 � � � v � D � D� o �� O O 0 0 0 �� 0 0 � a � � p D > �/ � / � � D �� /1 D D � �—:. D ,� � 4' HT. ' ORNAMENTAL GATE � D 0 . LEGEND � , �� � � \. EXISTING TREE �� ' � ^`� _ , � �� � � � `� , � � ,�� � � � � BENCH � . \ ., � \ � � \ TRASH/RECYCLING � , , �� � D � � �� � \� BIKE RACKS � � o �� ,� �� � -r - -- EXISTING � p �`�� ��� \ CHAIN-LINK FENCE � �� � \� D � o � � � � �� � ORNAMENTAL 4' FENCE �� � , PARK PROPERTY - - — - - o � BOUNDARY D . \ BENCH - \ � ��, PROPOSED GRADING TYP - SEE � o � � ; � �� � � � � � � CONTOUR DETAIL - � _ _ � �� ��� � _ _ � _ ����, A X/L50X. � \� � , � EXISTING GRADING � � � � �'� CONTOUR � p ! � � � - - � � - � � — CONCRETE PAVING � STABILIZED CRUSHER FINES PLANTING BED � \ � . . � �� � � _� , � � � � �� � � � � � � �� _ I PLANTING BED _ _ \ � � �, � � � \ � o� o _ � � � � � � � � \ � � � ` � ��. "\ � , � � � � � � — , �� � � � - � .� � � \ � \ � � C> � _ � � � � � � oD o o _ i -- �G . _ . s LL \ 4� \ �, �,\ � '� � � � \ � � ' � / � � i 1 � � � � �'z _ . � . . . � - � ��; \ �� �_� \ � �I , , � � �� � , � , � ��P - � . _ _ _ _ _ _ � � � �, �� / -� � , \ � o - - � � � �, � ....�.... , � ,, , ,, 5� � CONCRETE � ., �, --l_ � ; N � � � � � � PLAYGROUND �- � I . . . . � . . , �,, �� ,, � -o \ � , � o CURBWALL - _ �9 � _ . � � _ . � , o p . I �y \ �\ ` SEE DETAIL - � , _ � `� �_ � � � � Y ��_ _ � i ; li � , � X/L50X � I\_ , . , � NATIVE TURF ` � � � � � � � . � � � �� \ ° 4' HT. � � , � .., ., � � ORNAMENTAL ' PLAYGROUND + ` \ ` ` \� , ` \�� \ \ � \� � . \ o ��.� FENCE, TYP. - EWF _ _ . _ - \ ` � � I - _ . _ o C� � SEE DETAIL - I � ' � F ,��� � I SURFACING . ; , I � --�._ _ � � D � i _ X/L50X _ . . Y � - � � 1 _ . - - _ � � - I _ � � � � Q�,P �, . o / 1/ 1 o D , I - A� �� i -� _ i - OPTIONAL: \ o : 9 CONCRETE � � _ 'Lj, \ i CONCRETE - � STAIRS- '-T \ �LC �� � SEAT WALL - , �'��� SEE DETAIL - X/L� / � ��� _i � � SEE DETAIL - \ � � _I �O i X/L50X - _ ���, \ \; ����,,\ \ _ � � , , � �V � � � / _ . v � , - - - - \ � I �. � y + L\ � / I s � � �� , � __ . i I �, J NATIVE TURF / /� / . y j, u . ,. . W . ,. . W . n y _ \ PLAYGROUND POURED-IN-PLACE OR EWF SURFACING LHN USC:HF't � o ° ;S 0 � OPTIONAL: BOULDER, TYP. � / � LANDSCAPE - SEE DETAIL - o p� 0 BOULDER, TYP. X/L50X � � SEE DETAIL - � SENSORY X/L50X o - � WALK o �. � �THICKENED _ - � \ EDGE, TYP. - �� � ° ' (( � � SEE DETAIL - � / i � X/L50X � _ O O�� \ � ' � - � � _� , - ---� C — � �_ _ PLANTING BED , � - _ - - - -- - Cj � -� PLANTING BED j II � � - I �� -- - � � _�, _ _ _ ;:�., �� '`� � � � � � � '�� ` � - . � � � `� � SITE PLAN ENLARGEMENT SCALE:1 "=10'-0" . y . . . i y . . . y \ \ . . . _ . . \ � OPTIONAL SWING BENCH-SEE NATIVE TURF DETAIL - X/L50X �� � `� \ y 1 _-- CHAIN LINK _ . Q FENCING, - _ y _ _ _ y _ _ _ y _ _ _ y _ _ _ y ' SEE DETAIL - X \ O� X/L50X _ � � � _ � � � _ � � � � _ _ � _ _ � . . � _ � _ y _ _ � _ _ . y - _ . y - _ _ y - _ X. . � _ . . . � . . . . . . . y _ � _ _ _ _ a _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ � - - - � �.� _..._. ..._.....L...L.---.- � /;� _,._y.j..�._.� _..�...�._.�._.�.�._ ___� � � . . � . ; .. . . ; .. . . ; .. . . ; . . . ; .. . . . . . � . . . � . . . ---- _ , I i� �<- --� -� �<- =- �<- --<- -�- =<- -<� -< -:- -C- -<- 1 -� =<- =<-` -< -<- +-<-+ -< -� + -<+ _ _ . _� -� . � -� -_---- - - - - -- -- , �� - �� � _ _ _� �� � � _ � �� , �-�,� � ; � � _� �� �► 0' 5' 10' 20' NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 � DENVER CALL 2 BUSINESS DAYS �N ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J O � � � � � I..L � L � m � � a � � � � O � � J w � w- v0 � U Q W � � � � I— L.L � � Z � w O z 0 � � J � � J OJ O w o _> U W � U� �� �U —� �, U Q O m � PROJ.NO. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: JUNE 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: SITE PLAN ENLARGEMENT SCALE: � 1 " = 10' Fort Collins Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel : 970.221.6360 www.fcgov. com/parkpla n ni ng/ � � �� �� � i o �� �� o 0 �`• / � � 0 / �D D I�\ �� ADA �; � �� � ` PARKING � � / � g��516�� � SPACE �' �� � ��o� � � 17'-6' / � \ � \ / � `� _ J%t , �� y� \ `\' '" � ,, \ � ,� \\ _ TRASH/RECYCLING 1 SEE DETAIL - B/LS101 , PICNIC TABLE- ' �'� - TYP \`�,. � '1 , . , ` PICNIC SHELTER, SEE ARCH. / 1 '� � 11 _ - � PARKING LOT - 11 SPACES � I,I, ��' ADA PICNI � TABLE ��' � � I I ,� o � ` o� ��� D _1 � . ._ I - - . .. D PLANTING BED �� � __ �o � �I � I� I �o D ' . 0 I \ � �//��\ C i D � Q I � 19' _ o , _ i v� o o D � o o P � , D o 0 o P P V P D a�. ADA o � oo � o � �� v� � 9'-3� �" PARKI NG I p p � o, o p �� ,` j � � �� ^; SPACE o 0 , o � � � ' � ��� � � ��° � ° � � '� � �P o , o 0 0 ; o oP � o. 0 0 > o 0 0 0 � � _ o0 0 0 0 vD v v D o 4�v ,4 � w o� v � 4 0 4 9 � I i' � 4 4 v � . � . v . o 0 l: �� o v D , P a o � � p �v ° ' � ' v o ` � I i � � � �p , v � �ov � o o.o � . � � � P ` e o p o � i � o o. � o. . � . o� o o- . - . 0 0 .. . _._"�. . 1, o . . �o . i ' � o P o � � _ p � � P 0 0 � / o � � � ° o �o o� o ° �D � D � o � v D v � �� � i C� / o � � � � � � � � o� � � i � I „ � o � p ; P o � o o P � ��- � � � ° PLANTING BED o � � __ __ o 0 0 . . � � � � �o 00 �o � � � � o 0 �t)1� � � > " . p . . . , o o � n OJ J '._'_ . � ' � o \ �� . ._.. p o o . � -� . .. _ -... o . > . . 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Vault restroom is intended to be a pre-fabricated restroom with (2) separate ADA accessible gender neutral restrooms. The vault restroom will have water and electricity but no sanitary sewer connection. Park Planning and Development currently has a Request for Proposal (RFP) open for the vault restroom and anticipates proposals CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 � DENVER CALL 2 BUSINESS DAYS �N ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J O � � ~ � � I..L � L � m _� a � � � J O � � J L1J O w- v0 � U �wA' � 1..� � -�- �,C� � z � � O � � � � � 0 � J OJ O W � _> U w � U� �� � U — � �, U � O m � PROJ.NO. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: JUNE 12, 2024 REvisioNs : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: SITE PLAN ENLARGEMENT SCALE: � 1 " = 10' Fort Collins � ��r��w���_w_.�W���Ww�����__�ti�_�����-���_ � \ ��y���_���� � , � ��w�w�.W�w_� W���_.���_ � ._���� � � � � . � � _ _ � _ � _ . � � � _ � � .�\ � _ � � ���W��� ��.�����w��wW _�.����__�.��w_� �, ��\������ v � . . _ W � . � \ . _ � . � `� ` _ _ . _ _ W � � _ . _ � � � ,� \ \ . _ . . \ . . . . . . . . . . . . �. . . . � ,. �. ,� . .. .� ,� ,� .. .� .� ,. . r � ,. � .� � ,� � .� � .. � y y � � � � � � y � � . ,� ,� \ ,� ,. .� ,� �. ,� �, \ _ _ _ W � _ _ � . � . � . � _ . � . � � � . . . . 1 _ y y \ � � � _ . � � i � _ � _ � � _ . _ . 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W _ � C�� _ . _ _ � � � _ I � . _ _ . _ y _ . � \ n _ ,G � � � W _ _ � 6'�` � u . � . y GN � � s ;�,� � _ � � w _ ��� ��� � � �•�� . � .� . _ � � . � � y � - `�`t'-o \_ . � � _ y � � �� � � � � z � � �� � . y y ;o � _ � W / �'sP� . � . ,. i � � � � `� �� _ � /� � .J SITE PLAN ENLARGEMENT � � EW p,�K S\D 0 o� 0 � D � � �o 0 0 D � / � �j � P� .�� \� \ OPTIONAL: LANDSCAPE BOULDER, TYP. - SEE DETAIL - X/L50X SCALE:1"=10'-0" � � 0 ��o ,� �D � „ \ � \ � � \ \ ' �► 0' S' 10' 20' NORTH LEGEND EXISTING TREE BENCH TRASH/RECYCLING BIKE RACKS EXISTING CHAIN-LINK FENCE ORNAMENTAL 4' FENCE PARK PROPERTY BOUNDARY PROPOSED GRADING CONTOUR EXISTING GRADING CONTOUR ����,-� �� � �� 0 � 000 CONCRETE PAVING STABILIZED CRUSHER FINES PLANTING BED � � I Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel : 970.221.6360 www.fcgov. com/parkpla n ni ng/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 � DENVER CALL 2 BUSINESS DAYS �N ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J � � ~ �� m Q� �� � Ww > �w _ � � ~ Z J W 0 � � OO J =w > w U� �U � Q m O VJ � Z Q — � �O � J � U� U � ^ � � � z LL J � J 00 U � �� _� U O � PROJ.NO. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: JUNE 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: SITE PLAN ENLARGEMENT SCALE: � 1 " = 10' � � � ADJACENT SURFACING VARIES - SEE PLANS 1/4" RAD. ALL 1.5% SLOPE OUTSIDE EDGES a CONCRETE PAVEMENT a"' a a � W/ FIBER MESH a a � i �- 95% COMPACTED SUBGRADE II I -���—��� � 5" CONCRETE PAVEMENT SCALE: 1 1/2" =1'-0" / � � � 1/2" � / �� / � ° � I" l � � \ a °� i \ i / � � J \ �� 1/2" CHAMFER Q Z ENLARGEMENT � o _ � N.T.S. � Q nn inr�ni�- ei io�nr+inir+ e�� �i nnie _ a ._... . . _ . . ..._. ._ . _ . , �. _. . . I I I: ��d a� COMPACT GRADES - ° ADJACENT TO EDGING TO AVOID SETTLING --i I 1=i I 1—i I 1-1 I i—i I I—� i' '-I I 1- i I 1=i I 1—i I I—i I 1- � I 1—i I 1=i I I—i I 1=i I I—i i -I � �=I i i= �' '-' ' ''�-� I I=� I 1= �'' ''-i I 1=1 I l=1 I 1=1 � 1= REMOVE & RECOMPACT SUBGRADE, 95% SPD NOTE: PROVIDE CRUSHER FINE PAVING MOCK-UP AT BEGINNING OF PROJECT TO TEST WEAR CRUSHER FINES SCALE: 1 "-1'-0" �� �� 1/2" CHAMFER RAISED PLANTER CONCRETE WALL - RUBBED FINISH W/ ANTI-GRAFFITI COATING CONC WALL #4 REINF @ 12" O.C. EACH WAY CONC FOOTING #5 REINF @ 12" O.C. EACH WAY SECTION , CIP CONCRETE SEAT WALL (OPTIONAL CONCRETE LANDSCAPE EDGER � - � -- � - � _ � �- � �I�-���-'� SECTION +� � � .� 1% MIN � 1%�� � � I � � �-� I —111 III 8" CONCRETE PAVEMENT CRUSHER FINES TO BE PRE-STABILIZED CRUSHER FINES, NON-WAX COATED; COLOR: GOLD/TAN SEE PLANS FOR EDGE CONDITION ADJACENT SURFACING - SEE PLANS Q �� � � � �=I _ - � - I I- � -� - 6" - �� -_ ,� -- �- � �--- — — — _� I I=I I I=1 I I=I I -���-���-���- NOTE: ALL BOULDER PLACEMENT SHALL BE DONE UNDER SUPERVISION OF PROJECT OR CAMPUS LANDSCAPE ARCHITECT BOULDER AMPHITHEATER (OPTIONAL G w ADJACENT SURFACING VARIES - SEE PLANS 1/4" RAD. ALL OUTSIDE EDGES CONCRETE PAVEMENT W/ FIBER MESH 95% COMPACTED SUBGRADE SCALE: 1 "-1'-0" d � CRUSHER FINES PAVING EXPANSION JOINTW/SEALANT (SIKAFLEX N22) TO MATCH CONCRETE COLOR FILTER FABRIC ROUGH STONE BLOCK TO MATCH BOULDER SEATWALLS 4" MINUS CRUSHED COMPACTED GRAVEL, TYP. 95% COMPACTED SUBGRADE SCALE: 1 "=1'-0" SCALE: 1 1/2" =1'-0" � 1.5% SLOPE a a a a�° 0o a � a .4 .d � d , . � d� . ' a �„ R. 4 SEALANT. SPEED DOWEL AS NEEDED EXP. JT. MATERIAL 0 CONCRETE PAVEMENT JOINTS SCALE: 1 1/2" =1'-0" SCALE: 1 112" =1'-0" / � � � 1/2" � / �� 1 � a � $�� I� l � � a °� i \ i / � � J � Q �� 1" CHAMFER � � z ENLARGEMENT � � a °' N.T.S. N a 1" CHAMFER CONCRETE WALL - BOARDFORM FINISH W/ ANTI-GRAFFITI COATING CONC WALL CONC FOOTING #5 REINF @ 12" O.C. EACH WAY SECTION , 8" CIP CONCRETE WALL (OPTIONAL SCALE: 1 "-1'-0" LANDSCAPE BOULDER. ARRANGE INTO INTERLOCKING GROUPS OF VARYING SIZES W/ LEVEL TOPS AND VERTICAL SIDES. FINISH GRADE OF EACH BOULDER TO VARY WITHIN EACH GROUP. VARIES-SEE PLANS ADJACENT SURFACING VARIES - SEE PLANS STANDARD GRAY CONCRETE, BROOM FINISH PARALLEL W/LENGTH OF EDGER ADJACENT SURFACING VARIES - SEE PLANS N0. 4# REBAR, CONTINUOUS COMPACTED SUBGRADE NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS ADJACENT TO CURB DURING CONSTRUCTION-THIS INCLUDES EXISTING CONCRETE WALK, IRRIGATION, TREES AND LANDSCAPE. 2. CONTRACTOR TO TAKE SPECIAL PRECAUTION TO NOT OVER EXCAVATE AROUND EXISTING TREES � CONCRETE LANDSCAPE EDGER (OPTIONAL VARIES FIELD ADJUST WITH LANDSCAPE ARCHITECT AND OWNER'S APPROVAL SET BOULDERS IN AN EXCAVATED DEPRESSION MINIMUM 3 DEPTH OF TOTAL BOULDER HEIGHT. BACK FILL WITH EXCAVATED SOIL TO FINISH GRADE OF ADJACENT AREA. FINISH GRADE � / J 1 � l I =-- � �� _� � ---- � �. � , �—I I I � � - �. .� - - ��- -,��- � - _- - - _ �� -1 I I=1 I I-� I I I I I I I I I�-1 I 1—I I i—i I I—I I 1-1 I I-� I I I-� I I I-1 I I� I I I- � �Illillll�i�llli��lll=lli—�ll,=„111=111=��I=���=���=�'i :�ii ii� ,, , iii—��� �ii- ii � � � �-� � �-t � �-� � �-� � COMPACTED SUBGRADE NOTES: 1. CONTRACTOR TO STAKE LOCATIONS W/ WOODEN STAKE (W/ SIZE NOTED). STAKED LOCATIONS SHALL BE APPROVED PRIOR TO INSTALLATION BY LANDSCAPE ARCHITECT OR OWNER. 2. ALL BOULDERS TO BE GRANITE AND SELECTED W/ THE LANDSCAPE ARCHITECT. LANDSCAPE BOULDER (OPTIONAL SCALE: 3/4"=1'-0" �� ���� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/pa rkplan n i ng/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J Q � ~ � �� m � � � �> > Ww > �w � � V J � Z J W OG � OO J � W > w U� �U (!) Q m O VJ � Z Q —� J O J J O UD U � ^ � � Q z � � � J 00 � U �� — � U O � PROJ. N0. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: J U N E 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: LANDSCAPE SITE DETAILS SCALE: � / \� ��!\��\\�\\�\� ��� ! j //\//\//\// \��\��A ��A��� \// , EXPANSION JOINT SAWCUT SCORE JOINT �� ��i� � � � , � STAIR RAILING WHERE SHOWN � �:! 0 M 0 d- , a d Q Q zl d �Q \ . � . �. I . � u' ' d . ° I ° a �� a a � 4 °� ° a . I � . dl 4 d � Q. a a � Q . ' Q ' I �" a I ' ' Q ♦ � a�l. ��a a � a a a Qa � °I � ° a I .���. a `� � � a . � 4 d � . ��d �d . a a I �, a a a — � a a d — a. Q aI a � I °. a � a -�--�� � °< a. . a _�_ �_ ��I— ,— CHEEK WALL (OPTIONAL a �a. d �� �� a � a a I a 4 � a ° I ° a d � a �� . aa a a a aa a � a a a a I °° a a � aa. +. _ � _a � — Q � 4 4" . Q _� �_-1 CONCRETE STAIRS #4 REINF @18" OC EA WAY COMPACTED SUBGRADE � 4 ° . �♦ _ a.♦ aa a ° � I �_ °° a = . — 2'-g„ FRONT SECTION 112"" CHAMFER CONCRETE WALL - RUBBED FINISH WI ANTI-GRAFFITI COATING CONCRETE STAIRS CONC WALL CONC FOOTING #5 REINF @ 12" O.C. EACH WAY SCALE: 1 "-1'-0" 1" x 2" GALVANIZED TUBE STEEL HANDRAIL, SEE PLANS FOR LOCATIONS CHEEK WALL 8" DEPTH X 2" DIA. CORE DRILLED FOR HADRAIL. GROUT FULL AND CAP #4 REINF @16" OC EA WAY NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL HAND RAILS AND CONNECTIONS FOR APPROVAL PRIOR TO FABRICATION. 2. REFER TO SPECIFICATIONS FOR FINISH. 3. WELD AND GRIND SMOOTH AT ALL CONNECTIONS. 4. HANDRAILS SHALL BE CONSTRUCTED PER ALL APPLICABLE CODES AND STANDARDS. 5. ALL RISER HT TO BE EQ CONCRETE SEATING (OPTIONAL TOOLED NOSING - "V" NOTCH / / — � / 112" � \\ I \ ° \ I� l \ � \ a _°° / \ / � �--- 112" CHAMFER _ ° � ENLARGEMENT � N.T.S. � � � � / � / ��� \ /�� /�� � �� � \ \ �„R ` o p ° p. 4 I.�� ° 0 1 Z" CLR I I o ° %" TYP. I p o `� � . . � . � � � D �. �" / D D \ p � \ .� " � � � � � ' D . p�/n �n � / �Y? D \D � � D � . � � / � o ° D \ � / \ , � � � STEP ENLARGEMENT SCALE: 3"=1' � N 1" x 2" GALVANIZED TUBE STEEL HANDRAIL CRUSHER FINES PAVING CONCRETE FOOTING HANDRAIL IN CRUSHER FINES PAVING SCALE: 1" =1' SCALE: 1 "-1'-0" � ti O � N o� � . i _ � -. _ — � � ' �, - I FRONT ELEVATION � FRONT ELEVATION SIDE ELEVATION � 0 � 6"x6" REDWOOD POST, �� TYPE 1 FINISH (BEYOND) �;�� ' �� 1"x8" REDWOOD CORNER TRIM, TYPE 1 FINISH, MITER CORNERS (8 PER SIDE) 2"x6" TWO-SIDED V-GROOVE REDWOOD SIDING WITH TYPE 1 FINISH (8 PER SIDE) 2"x4" TWO-SIDED V-GROOVE REDWOOD - SIDING, TYPE 1 FINISH POST CONCRETE CONNECTION, SEE FRONT VIEW ENLARGEMENT I II I � � — -�0 — — — _ ` �°° II °� n � a I g� I I �_ _���I��—i � �— I I-1 I I I6„ ADJACENT CONCRETE PAVEMENT '�� � I I—i i � — WITH THICKENED EDGE AND $�_4�, DOWELED EXPANSION JOINT SIDE ELEVATION 5 Z" x 18 Z" x Z" THK. STEEL, GALV. KNIFE PLATE (2) 6" BOLTS W/ WASHERS AND NUT, COUNTER SINK BOTH ENDS, TYP. CONCRETE SLAB, WITH THICKENED EDGES AT POSTS a a a a � - I_ I NOTE: OTHER SIDE IS MIRROR OF THIS SIDE TOILET ENCLOSURE SCALE: 1/2" =1'-0" 2"x6" REDWOOD BOARD, TYPE 1 FINISH (TOP) 6"x6" REDWOOD POST, TYPE 1 FINISH (BEYOND) 1"x8" REDWOOD CORNER TRIM, TYPE 1 FINISH, MITER CORNERS (8 PER SIDE) 2"x6" TWO-SIDED V-GROOVE REDWOOD SIDING WITH TYPE 1 FINISH (8 PER SIDE) 2"x4" TWO-SIDED V-GROOVE REDWOOD SIDING, TYPE 1 FINISH (3) 2"x6" REDWOOD BOARD, TYPE 1 FINISH, ALL INSIDE WALLS POST CONCRETE CONNECTION, SEE FRONT VIEW ENLARGEMENT FINISHED GRADE, SLOPE AWAY FROM CHANGING ROOM, TYP. RE: CIVIL �OST, HOLD POST OFF FINISH �RADE AS SHOWN, TYP. ' DIA X 6" BOLT WITH NUT AND JASHERS, COUNTERSUNK BOTH SIDES, �RIND BOLT FLUSH WITH NUT MBEDDED KNIFE PLATE INISH GRADE EMBEDDED FIN INTO CONCRETE 6" MIN. 2" THK. X 2" X 5 2" PLATE, GALV., WELDED TO KNIFE PLATE Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/pa rkplan n i ng/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J Q � ~ � �� m � � � � � Ww i �w � - V J � Z J W O� � OO J � W i w U� �U (!) Q m O VJ � Z Q _ � � O J J O UD U � ^ � � Q z LL � � J O O U � �� — � U O �..L PROJ. N0. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: J U N E 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: LANDSCAPE SITE DETAILS SCALE: � j, 1'-0" j, n Q�� �� ��i� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/pa rkplan n i ng/ � cs 8'-4" OPENING i � ;' AMERISTAR FENCING OR APPROVED EQUAL ECHELON PLUS MAJESTIC OR APPROVED EQUAL = � ELEVATION ELEVATION MANUFACTURER MODEL: � � N � FENCE RAIL FENCE POST FENCE PICKETS SECTION COLOR/FINISH: POWDER COAT BLACK INSTALL PER MANUFACTURERS RECOMMENDATIONS ORNAMENTAL PLAYGROUND FENCE =NCE POST lY� RE: PLANS FOR CONCRETE EDGER LOCATIONS (2) #4 CONTINUOUS SCALE: 112" =1'-0" WEATHER TIGHT CLOSURE CAPS END, CORNER, & PULL POSTS 2.875" O.D. (2 7/8") SCHEDULE 40 ; TENSION CLAMP 14 —GAUGE 1", 15" O.C. MAX. — TENSION BAR FULL HEIGHT 1/4" x 3/4" FENCE FABRIC KNUCKLED TOP �12 GAUGE RAIL TIE, 24" O.C. MAXIMUM 0.375" O.D. (3/8")TRUSS ROD WITH TURNBUCKLE AND ANCHOR POSTS �LINE POST 2.375" O.D. (2 3/8") SCHEDULE 40 9 GAUGE CORE �C 6' HT = 2" MESH 4' HT = 1 3/4" MESH AMERISTAR ECHELON PLUS MAJESTIC GATE SELF CLOSING HINGES, TYP COLOR/FINISH: POWDER COAT BLACK INSTALL PER MANUFACTURERS RECOMMENDATIONS ORNAMENTAL PLAYGROUND GATE - DOUBLE SCALE: 112"=1'-0" WEATHER TIGHT CLOSURE CAPS WITH OPENING FOR TOP RAILS UNSPLICED 9 GAUGE TENSION WIRE @ BOTTOM (4' & 6' FENC ) `" &@ 2' FROM BOTTOM (6' FENCI ONLY) HOG TIE TO FABRIC 12 GAUGE RAIL TIE 12" O.C. MAXIMUM �i i°� � I i i°°I �� I i i°°I � a FENCE FABRIC a a a I I� KNUCKLED BOTTOM a I i� � COMPACTED � a I I� I I I I I I I I I I I I , , BACKFILL , I I ` I I ` I I ` ��� ��� UNDISTURBED ��� 10' MAX. SUBGRADE NOTES; 1. TACK WELD ALL HINGES, LATCHES AND CAPS 10 2. FOOTING WIDTH TO BE (4) X POST WIDTH. 3. ALL POST TO BE GALVANIZED. 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR NEW FENCING. 5. FENCE TO MATCH EXISTING SCHOOL FENCING, LOCATED ALONG PROPERTY LINE BETWEEN SCHOOL AND PARK PLAYGROUNDS CHAIN LINK PLAYGROUND FENCE SCALE: NOT TO SCALE � � � P�i � i �� �� �`J � �►! f � �� (�'r' �f �� �„[ai�.: � I�{ `'� � j', + � � , 1 �y ' � � . �,� � �- :�,'. 1 ��"' � � �� � 1 , i�, _� �: � `��i: �� � �!�,� ;� j �d' �. ' � ��'Y�d� � ��' � �;�., "t� �i' -� i , , � '" ' `� �,�� , 4 ��` � , �' �, � •�7 � . 1Y I � , �'_r ' �i �S''�' t 6 i� � � 1, .�.. City of Fort Collins _., � �����_ . _ _. Park open 5 a.m. - 11 p.r :.�q-:�, :.-_ , .�a..._ ��(�.r>�.-�,iF�;� NOTE: METAL SIGN FACE PANEL CMYK 4 COLOR VINYL W/GRAFFITI FILM MOUNTED ON 3: 6"X6" CEDAR POSTS � STANDARD PARK IDENTIFICATION SIGNAGE ., �". ;�`-� ` -.���r�"L� -.`='�":•�.:il-.�l�%A�;'�/7'/.�r 7a.��..s �� .. _. � _ _� �./�t� 6►�;�� ��w�y.�.'"r�a,'.'� ,J:'C 3�:: � Ll�,�r-��,"�'t'=7���`��/�>�r(�►_,jt1,�, t` t���i. - _`�!�F�.-'�.•%r'i/"� i%�lT�i..' �'�i�;ili � a..._ +'_ }I 1 ��- , j'• , i' �'�' r�y, � '' �P-,s.si�'p*�': �� �(lyl �'fi.i „ `,� . � fd��� .�. ' � 6� �� �� . �� } � �Y� � f�" �1"' ,f�� ✓..?,��!� ..�' , ` '!�'� y� ��'C �. , �, +i) i� � , t - � ���1".�` '�. � I ! ' �ro_ g.. �� �.� �r ` � 4. �. ��,. S \ '� � _ ,�1}-3�' - �'�' ��''-�''��� '1�� f�*..�_��„�`�•''� ,� � .R. I�` �iZ' � r.. ��� ,� �� ��v' • i : � ,'a ��f. t i�� �� t.�i � , �',�,�j� _'L.�; `.: r-_ , • � j.'fr . '•.�,�'7�'�J�:s� / �. �I .� �•1j!!` y������'y ��� � � �r�-�'r-�� ii�1 - f -�/� ���� r.- ._ �Mt�''�v� ���,�•�� �'°i/�J�.^t',i" � •" i�a,t' --� ,� � �c'�• . '�.. . � �.. r-,,... c= :�,;'_ <, : a.:� f �y � . r �- � '� � � � � i -_ i ��� ,, �I� ;. , � ' , ,' � _ _ i ��I 1�� _� J I •� i � AR � , � � �I '1 � ` � { '@}�-�'��� � . ;� ��`, _ ,.,, : � 3; l { �y���i . �. ' � ( .. . � a \ . . . . : � 1)'�7 r��+' A''1� ' �vl.. ` .. - -' � ?��-"� .i� "�� �� �,G . � � �' � � �. �ni �sp,�(�^� I'�, F .. .�'� ����� . ��. . y � ..�.. �� '. � ' _ h � �'1� �Q r. • v, C � t�Y �� . ` ,Y,� � , � 0 7"T' e � � � ' � � �. a;'� � �. �_� j .,.Ti6 - \� a.� i � � '� � - �-i' �. ; . 9 F'n r". �. \ .4� l � _ {'�' �' F.�' /\ � � _ '�.� �.r. s �- y��,� r �-. �.. F � i �� F... 'r�``` � �. - te.� . I r.. ��` .. � `�a� �. - � ,. �F' t �� � Iat \'^,� � �+ -' >� ti � 7 \ � -� •-�i y " � - �. ' i � �. ��r .hkn` � s. :-�+l'T i: e. �.,`,.,,"3 i� �i9�^� � ��': t n ,�v. . t ��,: �i � .K - '� � 7 1 r±�V '-` 1►J`', �1�° � .-; s s- "�-`6r ,� r.�,.r: . .t.i`�.. D. � °�;?�. . t :_.� f�iB ��' � 3?.', � .., , , .. __ NOTE: METAL SIGN FACE PANEL CMYK 4 COLOR VINYL W/GRAFFITI FILM MOUNTED ON 2: 6"X6" CEDAR POSTS � STANDARD PARK REGULATORY SIGN SCALE: NTS � �n�� ' � � .'�" j ;y•,i i:� �,��i�' �� � � �j r`� � M � �'•e' . �� rT / '�t' �`�+ . ,, ,�� a��� �!� ' � 1 � ! , �l' '"�"'!d iy s r_?. ►�- .� .���,�. H� `�;�.�,��� ��, , r� �, �,��v�; ��, -�� � �-� -r�' ., , t� +� �.�'* , � � %� �. , �1 E_ . 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N0. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: J U N E 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SCALE: MANUFACTURER: AMERISTAR FENCING OR APPROVED EQUAL MODEL: ECHELON PLUS MAJESTIC OR APPROVED EQUAL SHEET TITLE: LANDSCAPE SITE DETAILS �� ��i� 0 � CONCRETE PLAYGROUND EDGER ENGINEERED WOOD FIBER - 12" DEPTH MIN N0. 4# REBAR, CONTINUOUS - TYP FABRIC WEED BARRIER COMPACTED SUBGRADE, 95% SPD REMOVE & RECOMPACT TO 95% STD PROCTOR DENSITY SCALE: 1 112" =1'-0" 15" d' e—� — a a a a a 4 I 4 N . �. FLUSH TRANSITION FROM CONC TO PLAY SURFACE -1 I 1= -I � �- ���:��.��.�����.��������.��:��:� i � �i � �i % �i � �i � �i � �i � � � � a i �%i �%i �%i �%i �%i �%i �%i �%i �%i �% a i��i��i��i��i��i��i��i_�i��i� a i ��i ��i ��i%�i ��i%�i%�i%�i ��i �� �\;� i;� i;� i;� i;� i;� i;� i� � i,� i� i_�i��i��i��i��i��i��i��i��i �,, �. i%�i ��i%��%�i%�i ��i ��i%�i ��i� � �,;� ,;� ,;-,�- �- �- �- �- �- a i�v��i� _�i��i��i��i� ��i_ a I� /I� � /I� /I� /I� /I� /I� /I � / -` ,, � ;; `,;; `� ;; `� ;; `� ;; `� ;; `� ;, � a i��i��i_�i��i��i��i��i��i_ I �il%il%il �il �il%il �il �il � ; �;; ��; �;; ��; �;; �;; �,, �,; d I% il % il %il % il % il % il % il % il �,� a -� -iL�i/�-1L�i/�-� 6° SCALE: 1 1/2" =1'-0" ,� ,� - ,� - ,� - ,� - ,� - ,� - ,� - ,� - ,� - ,� - ,� - ,� - ,� - ,� - ,� - ,� - ,� - ,� - , ��-��-��-��-��-��-��-��-��-��-��-��-��-��-��-��-��-��-�� -;,, �,, �,, �,, �,, �,, �,, �,, �,, �,, �,, �,, �,, �,, �,, �,, �,, �,, �, �/`\/`\/`\/`\/`\/`�/��/��/`\/`\/`\/`\/`\/`�/��/��/`\/�� % �i � �i � �i � �i � �i � �i � �i � �i % �i � �i � �i � �i � �i � �i � �i � �i % �i � � ��\�� i�� i�� i�� i�� i�� i�� i�� i�� i�� i�� i�� i�� i�� i�� i�� i _�i��i��i��i��i��i��i��i��i��i��i��i��i��i��i��i I �il �il �il �il �il �il �il �il �il �il �il �il �il �il �il� I�/ �%/ I%/ �%/ I%/ I%/ I%/ �%/ I%/ �%/ I%/ �%/ I%/ I%/ I%/ � �/_�/��/_�/��/��/��/_�/��/_�/��/_�/��/��/��/ i� � �� � �I_� �I_� �� � �I% �I_� �I_� �� � ��% �I_� �I_� �� � �I \ I�� I�� ��� I�� ��� I�� ��� ��� I�� I�� ��� I�� �� d. .d � �\/�\/-\/�\/-\/�\/-\�-\/�\/�\/-\/� -\ , , , , , , , a —, ', ', —, —, =, —, —, —, ', — I I I —_—_—_ I I ` �-�i-�i-�i-�i-�i-�i-�i-�i-�i�� I� il � il � il � il �/I � il � il � il � il —`� =; `� =; `� =; `� =; `� =; `� =; `� =; `� =; `� =; �. ���������������������.��� - �� � �i � �i � �i � �i � �i _ -�, ;-�, ;-�, ;-�, ;-�, ;-�, ;-�, � - — � __ , � _—_—� __— I � _4'_ '__� -� � �-� I -_ — _ � �-- -- — — _ �_ _� I — — — — _� �_� _ �_ �— �—� �- � � __ . , POURED-IN-PLACE/ENGINEERED WOOD FIBERTRANSITION RESILIENT SURFACING - 2" THICK EDPM WEAR COURSE & SHREDDED SBR CUSHION PER FALL HEIGHT WITH A 4" THICK CDOT 57 COMPACTED AGGREGATE SUB-BASE #4 REBAR @ 18 OC ENGINEERED WOOD FIBAR- 12" DEPTH MIN COMPACTED SUBGRADE, 95% SPD SCALE: 1 112" =1'-0" TO DA` 1% CONCRETE PIT WALL ENTIRE LEI ROUND SL� DRAIN PIPE PER PLAN. _ _ _. .. _ . . _ ___ _ _ . .. . IN BOTTOM OF TRENCH. PROVIDE CLEAN-OUT AT TERMINUS IrLCHIV I"'CH URHVCL AROUND PIPE PLAY PIT DRAINAGE ENGINEERED WOOD FIBER PER SPECS. MINIMUM 12" DEPTH IN ALL PLAY AREAS 3" LAYER OF CLEAN PEA GRAVEL REFER TO DRAWINGS FOR PROPOSED GRADING AND SLOPE INFORMATION WALK EDGE/PLAYGROUND EDGE CONCRETE WALK W/ THICKENED EDGE ENGINEERED WOOD FIBER - 12" DEPTH MIN N0. 4# REBAR, CONTINUOUS - TYP :�� � �.�■. . . .... . COMPACTED SUBGRADE, 95% SPD NOTE: ALL RAMP LOCATIONS TO BE ADJUSTED ACCORDINGLY IN THE FIELD DUE TO PLAYGROUND EQUIPMENT LAYOUT. LANDSCAPE ARCHITECT TO HAVE FINAL APPROVAL. CONCRETE RAMP SECTION PLAY PIT EDGE NOTES: DOWEL (3) TOTAL EACH RAMP ENGINEERED WOOD FIBER #4@18"OCMAX #4@18"OCMAX COMPACTED SUBGRADE, 95% SPD SCALE: 3/4"=1'-0" r.�a�r�.�r.�����mr� ��i— GEOTEXTILE MIRAFI FABRIC TO COMPLETELY SURROUND DRAIN SUMP AND PEA GRAVEL WITH FABRIC. OVERLAP ALL EDGES 12" MIN. AND PIN NOTES: 1. POURED-IN PLACE RUBBER SURFACING TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATION 2. COLOR - 50% COLOR, 50% BLACK 3. SEE PLAN FOR POURED-IN PLACE DRAINAGE LOCATION POURED IN PLACE DRAINAGE 12" NYLOPLAST INLET POURED-IN PLACE RUBBER SURFACING 4" CONCRETE BASE 0.5% MAX SLOPE TO DRAIN 4" COMPACTED AGGREGATE SUB-BASE 6" SOLID DRAIN PIPE RE: CIVIL FOR INVERTS GRAVEL PIPE BEDDING MATERIAL 1. PLAY SURFACING TYPE SUBJECT TO CHANGE BASED ON PRICING AND PROJECT BUDGET. 2. CHANGE IN TYPE OF PLAY SURFACING SHALL NOT REQUIRE A MINOR AMENDMENT. SCALE: 314"=1'-0" ADJACENT SURFACING STANDARD GRAY CONCRETE, 1/2"R EDGES, BROOM FINISH PARALLEL W/LENGTH OF EDGER SCALE: 1 "-1'-0" —� � �_� � �— — — — — I— — — — -I — — — — -� _ _ _ CONCRETE THICKENED EDGE 1/2" THICK EDPM WEAR COURSE SHREDDED SBR CUSHION LAYER. DEPTH VARIES PER FALL HEIGHT. 4" CONCRETE BASE #4@18"OC VERT, #4@8"OC HORIZ, CENTERED IN WALL 4" THICK CDOT 57 COMPACTED AGGREGATE SUB-BASE COMPACTED SUBGRADE, 95% SPD NOTE: CONTRACTOR TO COORDINATE POURED-IN-PLACE SURFACING THICKNESS WITH RECREATION PLUS WALK EDGE/POURED-IN-PLACE SCALE: 1 112" =1'-0" Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/pa rkplan n i ng/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J Q � ~ � �� m Q� �� � Ww > QW � � V J � z J W �G � O� J � W i W U� �U (I) Q m O VJ � Z Q - � JO J J � UD U � � � � O � � � � J O O U � �� _� U 0 � PROJ. N0. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: J U N E 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: LANDSCAPE SITE DETAILS SCALE: 0 � � +� ,� � f � - � - �- ,i� _t � � � ,; -->�..., _ BENCH � _ # � �� ��- _ . • - � �- ` �� .�, - �, FORMS+SURFACES - KNIGHT BENCH (OR APPROVED EQUAL) 6' LENGTH; BACKED; 2 ARMS ALUMINUM FRAME; POWDERCOAT ARGENTO TEXTURE ALUMINUM SLATS; POWDERCOAT DARK CORTEN TEXTURE SURFACE MOUNT PER MANUFACTURERS SPECIFICATIONS (QUANTITY - 5 TOTAL) SCALE: NTS NOTE: QUANTITIES AND/OR MANUFACTURER MAY CHANGE WITHOUT TRIGGERING THE NEED FOR A MINOR AMENDMENT. ���� ` ` ��,,�, . V { � ► r � �k� � �� �i���; i STANDARD CITY OF FORT COLLINS PARK DEPARTMENT RECEPTACLES OR SIMILAR (QUANTITY - 2 SETS) TRASH & RECYCLING SCALE: NTS ni i i ini�e rn Q� n�� innn� 0 N N 0 N N 40'-0" NOTES: 1. BASKETBALL COURT TO BE POST TENSION CONCRETE. 2. COURT BOUNDARY LINES TO BE 4" WIDE PAINTED WHITE LINES. � BASKETBALL COURT LAYOUT SCALE: 118" =1'-0" i..,,:, � '�y"-- � � - - L r�y� � ^� 'r., � � ,_ .r�, �v�r .{ y� �" � �1, ,r. .iy. � ,v�/ l'' �• ji � - - T�':'� � �w?����- �� '��'f� � � � �' �; � t ta^�"� �3� ,` � ? �� n,• � �' y �- �� � _ w � ,� a t' ti �.r i�� ,�> � � �A M ..: , �, �!!r4 , ... - -- �� - ' ~ -�--�—""� `�`- - ` —'`_ ' - _��✓ . i�..�;�� _ � -� � r-- .,,�.... � YJ �1. �� , �� �� ♦. j�� . � � . 1 - 1 I :•i -.�^. •'�J�y � . _ - _ � - - . _f •� � I 1 Y I -�' � ��f- - h♦ __� �� � �, ,��--�`� r- ��'�` '` �•� _ ' - � . �_:._: ` _ , , � _ �-; _ . �-$ --�:;:. - _ . `----1 FORMS+SURFACES — KNIGHT TABLE ENSEMBLE (OR APPROVED EQUAL) BACKLESS BENCH / BACKLESS BENCH WITH ADA OPTION ALUMINUM FRAME; POWDERCOAT ARGENTO TEXTURE ALUMINUM SLATS; POWDERCOAT DARK CORTEN TEXTURE NO UMBRELLA HOLE SURFACE MOUNT PER MANUFACTURERS SPECIFICATIONS (2) STANDARD (2) ADA PICNIC TABLE i �r r�� �' + ' t.r . - t►s _� r'�'� � . 1 � - � - _• ' �,_ r. ' - - - :�•+ ^' X �•= ,.r, . _ ��. - � � �= � -- - %: r, _--. - - � " - .. , .' � � � . J. J �"'�Y.r�.s� _a� f'--` , � �r� ��: _. , : � _ - __� -� � - _" - _ ' _ _ _ = . - .;- - � - - _ ` . ' ,' ..: } �_ - - " ' � .' � - .2 l. ' - �' �' y �'-- _ � _ �T _ _.. . r V . �V ' ..� . ,. .. '�''_ . _._ -. � � : - . . . . � . �. ..r-= =Z..:�`�--�`�,r ' , J�� �� ` �`'_�� �i` . � � �T - y` _. . __ �-� - � �--�� --.��,� ' � " -.�'..� -4' �' . _ +.2"r 4 •'� !, ' .' " _ ��r " _ �` . ` + + „ .1.: � � � . y �`= �► _ •� � C . 7'�- .�'� - � s , -' . . �r.r �t' . . - ' �� ., ^ ` �`- : -_.1. �-.--. C= ���.t+ ���r: -r+....--s� --� `_�.,:�. . � _` - _ - �1'� �, . ti>. ..�N',.r' - � . . ._,�✓-. r^�. .,�,'t:-. . •• , � _ ..r —. - _ °�'�'' ,� FORMS+SURFACES — BAY CITY BIKE RACK (OR APPROVED EQUAL) CAST ALUMINUM; POWDERCOAT ARGENTO TEXTURE SURFACE MOUNT PER MANUFACTURERS SPECIFICATIONS (QUANTITY -10 TOTAL) � BIKE RACK SCALE: NTS NOTE: QUANTITIES AND/OR MANUFACTURER MAY CHANGE WITHOUT TRIGGERING THE NEED FOR A MINOR AMENDMENT. NOTE: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION MANUFACTURER:LANDSCAPEFORMS MODEL: AUSTIN SWING BENCH 48" - 72" BACKED, END ARMS, WOOD SEATING 102' -126" SUSPENSION HANGERS WITH TBD CLAMP STYLE (QUANTITY - 3 TOTAL) CONTACT: VIVIAN KOVACS 303.799.0028 VIVIANK@LANDSCAPEFORMS.COM 79 2" BENCH SWING (OPTIONAL SCALE: NTS NOTE: QUANTITIES AND/OR MANUFACTURER MAY CHANGE WITHOUT TRIGGERING THE NEED FOR A MINOR AMENDMENT. ii ,., �� �� � �� �� �� ii i �� �� ii � � �� ,, ,, �, ,, ��i ���� , � ii� ii �` ��� ii � i� ii �� �� ii ii �� �� �i �i �� �� �� �� �� �� �A� ���� � � �� �� �� �� �� �� ,� �� �� �� �� �� ��,� �� �� �� �� �� �� ,, ,, ,, ,, ,�, ,�,, ,, ,; `,� �� � �� �� � �� �� ��� � ��i��r ,;�'���� � ll >r ir �� I.� C�����ti���,� �_�N��ii `'��� • � �-�`f� SCALE: 112" =1 '- 0" 4'-0�� MAX --� SHOOTER'S SQUA�E, RE: SPECS � ° � COMPACTED SUBGRADE 0 M � CONCRETE FOOTING PER � MANUFACTURERS SPECIFICATION 1'-3�� BASKETBALL BACKBOARD, NET & POLE SCALE: N.T.S. +� � �_ �. — - .- r,�• ' � - `�-r � _ � • O� '��, '• ��� ti- „��„ � �� � �. , ' Upper 'ATB' .a � i ..ASP"�--- _ — Mid � "ATB" 1'� - � - �ow� �A�� � �, � "AFA"��J NATIONAL SPORTS PRODUCTS / RALLY MASTER BACKBOARD; VERTICAL (OR APPROVED EQUAL) 10' X 16' (4" FENCE POSTS) VERTICAL; SOLID-CORE, DENSE PLASTIC PANELS; 3/4" UV STABILIZED PANELS TENNIS BACKBOARD (OPTIONAL) �� SCALE: NTS �� ��i� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/pa rkplan n i ng/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J Q � ~ � �� m � � � � � Ww i Q W � � VJ ~ z J W �� � OO J zw > W U� �U (I) Q m O VJ � Z Q _ � � O J J O UD U � � � � O � LL � � J 00 U � �� — � U 0 � PROJ. N0. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: J U N E 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: LANDSCAPE SITE DETAILS SCALE: � � B o� �� Q"� / 1'-4" 1'-0" �o - � , �� � 2'-8�� � � - N - -I. , O .t 00 [� 2 B3 / A02�` -�� o � � 00 0 N A2/A02 4 5 o�' \� �� i O � -� --�-- � 0 �__ �� Zo�-o° . .. � tn / I / O � I � - �- N� - - 0 Q � 16'-4" 3 8 m 2'-4" - -- -' ��'-4" � � _ - - _ �� 2'-0' 2'-8" ; 10.A f/ A2/A02 N �QL�P1��ll� SH_E�T�F��LAI�I C5 -,,8�� - ��_o�� � � � 0' 4' 8' 16' C4 . 0' 4' I 8' I 16' B 07 62 OO.C2 I � 061516.A1 � I ��, , __ _ �-- _ � _ �o - � �� �- M o�0 �rJ %� Q�.CZ � r � M � 05 50 OO.A3 ` � � � � � �1' � � � r r M� 04 20 00. Bl ' ` L"-= � II�; o 03 33 OO.A1 = � ,��, �-, ,„, � o0 � �I_iii� ;1�__�?'�di: -�- - ,� - �--rR„- rnT -1- � � � 09 30 00.B4 09 30 OO.C3 03 33 OO.AI B(♦ �D�I�LQ�T_kLE1_EV_A�IQN i/8° _ ��-o�� I � i I I O' 4' 8' 16' A B T/WA�,� 109'-4" LEVEL 1� 100'-0" C3 � �,8 I Ili 0' 4' 8' 16' 5 4 3 2 1 0 B I I 20'-0" -= I - - � - -� - - - -� A2/A02 � 2 B3 / A02 I - 4 5 _�- . � - � o� ��- �i 26 00 OO.AI - 05 70 OO.C2 061516.A1 A2/A02 KEYNOTES # NOTE 03 33 OO.A1 CONCRETE COUNTERTOP, CHARCOAL COLOR, THICKNESS TBD 04 20 OO.BI CMU-1: CONCRETE BREEZE BLOCK (FINAL PATTERN TBD), GROUTED SOLID, TERRACOTTA COLOR BLOCK WITH CONTRASTING GROUT AND MORTAR 04 20 OO.B2 CMU-2: CONCRETE BREEZE BLOCK (FINAL PATTERN TBD) OPEN, TERRACOTTA COLOR BLOCK WITH CONTRASTING MORTAR 05 50 OO.A2 PAINTED STEEL COLUMNS, CHARCOAL COLOR 05 50 OO.A3 PAINTED STEEL CAP, CHARCOAL COLOR; SLOPE TOP OF CAP 45 DEGREES TO PREVENT BIRD NESTING OR PROVIDE CABLE BIRD DETERRENT 05 70 OO.C2 METAL FIN ACCENT, CHARCOAL COLOR 061516.A1 lx6 STAINED WOOD TONGUE AND GROOVE DECKING 07 41 13.16.A0 STANDING SEAM METAL ROOF PANEL, CHARCOAL COLOR 07 62 OO.C2 METAL FASCIA, CHARCOAL COLOR 09 30 00.B4 4"x8" QUARRY TILE 09 30 OO.C3 WIDE REVEAL REGLET/TRIM AT INTERSECTION BETWEEN TILE AND BLOCK, CHARCOAL COLOR 10.A SEE LANDSCAPE DRAWINGS FOR PAVING AND LAN DSCAPE, TYP. 26 00 OO.A1 RECESSED LIGHT FIXTURES, SEE ELECTRICAL, TYP. PLEASE REFER TO SHEET LS101 FOR INFORMATION ABOUTTHE PARK'S PROPOSED VAULT RESTROOM o`� \� �� i � � � � � 07 41 13.16.A0 - 07 62 OO.C2 I I I � � /� 05 50 OO.A3 __ . E -,_ �__ _�� ___-�� _ _ , ___ � - -_- -- __ _ _ ___ _ � _ _ _ -_ ___ i - � �- � � � � T�A� - � ' r;- 109'-4" �- � � ��-��� � ;: '� °° � -,'� � ;,. : ;: �. I , ri [� 0� r � -I. I- i�. � I � I i I M 0 r �J r-' � _ 0 03 33 OO.A1 _� � � -�� �� � ��_ �� "' r' .� _I. .. � I ` I I i.I. I �' �_' I I � ,1_i+ � i -�` i i � i � ;�I�� I" I(�{�.�ii I .�.�I.II.I�.iI..I.� � ;'. _ _ � LEVEL 1,� 09 30 OO.C3 ' � 100 -0 09 30 00.B4 03 33 OO.A1 �� � �- 04 20 00.B1 05 50 OO.A2 09 30 OO.B4 04 20 OO.B2 �DF�_E�4�T ELEVATJQN B3 -�,8�� -,�_o„ I I I I I O' 4' 8' 16' 1 2 3 4 5 I I I I I i� � � � � � � � � �o � O � �I 07 41 13.16.A0 I I T �__- `_ _I�-- - - = -- -- ----� --- _ 07 62 OO.C2 � T/WALL -- ��- ---- � � �, i-�_� ,� 109-4 05 50 OO.A3 L� i ��- - -- - ' �t ��' � �� � � � �� � 04 20 00. Bl � { �� �_ _�� , ; ';T;;-� ��� �;- 04 20 OO.B2 LEVEL 1 100'-0"� ' 09 30 OO.C3 09 30 OO.C3 � 05 50 OO.A2 \ 09 30 OO.B4 03 33 OO.AI A(♦ BDR �QUTH ELEVATI�I�I i/8° _ ��-o�� I O' 4' 8' 16' ,_ - _�� - - _� (�I �ll�- A3 ��R �l�/�ST ELEVATION �/a�� = i�-o„ I I O' 4' 8' 16' � \ i - _ � I - 07 41 13.16.A0 I - 07 62 OO.C2 �_---- -----1�_ _ -- --� --- T�A- LL� --_ I --• � - 109'-4�� \ � � � O � N 05 50 OO.A2 r� r ���I �� � �;'� LEVEL 1 i 100'-0"� MECHANICAL LOCK STANDING SEAM METAL ROOF PAINTED METAL ACCENTS AND COLUMNS TO MATCH ROOF COLOR SQUAREEDGE WOOD TONGUE AND GROOVE � � ��� ��. = , 4 � ., � _.,. e+ _ � . i. . . _ _ _.- - - ^--"- I j �� n �� �� - GROUTED OPEN BREEZE BREEZE BLOCK, BLOCK, PATTERN TBD PATTERN TBD QUARRY TI LE B DR MATERIAL l MA�ES C' of :�,r,��,ort Collins � '�'�-.. - r Planning & Developmen t Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/park laP nning/ orksho � ARCHI I ECTS+URBANISTS ' 401 LINDEN STREET, SUITE 2-221 FORT COLLINS, CO, 80524 T - 970.430.5220 www.auworkshop.co CALL UTILITY NOTIFICATION CENTER OFCOLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J O Q � � � � � � � � m _ � a � � � � O � � � W O w_ o � U w v � � � � _ � � � � Z � W O z � � � O O � � O � O w O _> U L1J � Vo �� �U -� �, U Q O m � PROJ. NO. 2406 DRAWN: AN CHECKED: AN APPROVED: AN DATE: JUNE 11, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: PLANS + ELEVATIONS SCALE: AS NOTED � '� - 061516.A1 � � _ � 05 50 OO.A3 r � � L� � M lf) M r M 04 20 00. Bl POLISHED CONCRETE COUNTERTOP 07 41 13.16.A�` 07 41 13.16.A; 0 0610 OO.A3 061516.A1 07 92 OO.A4 05 50 OO.A4 05 50 OO.A2 A T/WAL�L } 109'-4" 05 50 OO.A3 26 00 OO.AI 0610 OO.A5 07 62 OO.AI 07 62 OO.C2 0610 OO.A� 0610 OO.A: 0610 OO.A: 07 62 00.D ` 04 20 00. B2 061516.� � D5 _BDR C�LI�MN-GE_ILiNG INTEI�SECTION D(F BDRoT�1NALL�OPEN BLOCK D7J BDRoR00F ED�E QETAIL / / / 0' 1" 3" 6" 1' 0' 1" 3" 6" 1' �7 05 50 OO.A2 r/wa. ����. 109'-4" 05 50 OO.A3 04 20 00.B1 C5BDR TOP OF WALL 1 1/2" =1'-0" I I I 0' 1" 3" 6" 1' 0 I I 4 20 00. Bl =VEL$ 100'-0" ����z�T�7�.� ,.� • • _ LEVE�� 100'-0" D2 BQR ROOF �CI�PPER. I 1 1/2" =1'-0" 0� ��� 3�� 6�� �� D4 A02 _ T/WALL� 109'-4" LEVEL 1 -� 100'-0°� A `_�_� T/WA_LL�� 109'-4" LEVEL 1�� 100'-0" ^7 41 13.16.A5 7 41 13.16.A6 5 50 OO.AS T/WALL 109'-4" 0' 1" 3" 6" 1' � =�: � 1J\�� � =� � =�: �\C�1= r ' � � =�: �\C�1�' \ =: = � . � =�; �\C�1 � ►J\ � . � • � • � • . . . . � D2 A02 �� � , ��ALL � 109'-4" _��LEVEL 1 100'-0" i � � M - � � � M r M � � -� � �. � � o o � �o D3 A02 � � � � � � N' M r, I� r/w� 109'-4" LEVEL 1� 100'-0" A5 ���SECTION THROUGH ROOF VALLEY A2 BCZR EAST-WEST SECTION 1/4" =1'-0" 1/4" =1'-0" I 0' 2' 4' 8' O' 2' 4' 8' C' of :�,r,��,ort Collins � �� - r Planning & Developmen t Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/park laP nning/ orksho iJ ARCHI I ECTS+URBANISTS ' 401 LINDEN STREET, SUITE 2-221 FORT COLLINS, CO, 80524 T - 970.430.5220 www.auworkshop.co CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J Q � � � �� m � � � � � Ww > Q w � � � ~ �z W O� � O O W Z � Uw 0 (� U � Q m O VJ � Z Q � � � O � J O O U U � � I..L � � z � J � J O O U � �� _� U O � PROJ. NO. 2406 DRAWN: AN CHECKED: AN APPROVED: AN DATE: JUNE 11, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: BUILDING SECTIONS + DETAI LS SCALE: AS NOTED 5 � KEYNOTES # NOTE 03 30 00.B6 CAST-IN-PLACE CONCRETE, SEE STRUCTURAL 03 33 OO.A1 CONCRETE COUNTERTOP, CHARCOAL COLOR, THICKNESS TBD 03 33 OO.A2 CAST REVEAL AT BACK OF COUNTERTOP 04 20 00.B1 CMU-1: CONCRETE BREEZE BLOCK (FINAL PAITERN TBD), GROUTED SOLID, TERRACOTTA COLOR BLOCK WITH CONTRASTING GROUT AND MORTAR 04 20 OO.B2 CMU-2: CONCRETE BREEZE BLOCK (FINAL PATTERN TBD) OPEN, TERRACOTTA COLOR BLOCK WITH CONTRASTING MORTAR 0512 OO.A1 STRUCTURAL STEEL FRAMING, SEE STRUCTURAL 05 50 OO.A2 PAINTED STEEL COLUMNS, CHARCOAL COLOR 05 50 OO.A3 PAINTED STEEL CAP, CHARCOAL COLOR; SLOPE TOP OF CAP 45 DEGREES TO PREVENT BIRD NESTING OR PROVIDE CABLE BIRD DETERRENT 05 50 OO.A4 PAINTED STEEL FINS, CHARCOAL COLOR, WELDED TO STRUCTURAL COLUMN SADDLE TO FORM BOX AROUND COLUMN, PROVIDING CLEAN EDGETO INSTALLT&G CEILING AGAI NST 05 50 OO.A5 CUSTOM STEEL SCUPPER, CHARCOAL COLOR, ATTACHED TO ROOF FRAMING 0610 OO.A3 CONCEALED DIMENSIONAL LUMBER 0610 OO.A4 EXPOSED DIMENSIONAL LUMBER 0610 OO.AS PLYWOOD SHEATHING 061516.A1 lx6 STAINED WOOD TONGUE AND GROOVE DECKING 07 41 13.16.A0 STANDING SEAM METAL ROOF PANEL, CHARCOAL COLOR 074113.16.A2 SELFADHERING HIGH TEMP UNDERLAYMENT 07 41 13.16.A5 METAL VALLEY FLASHING 07 41 13.16.A6 FLASH ROOF PANELS INTO VALLEY FLASHING AND SCUPPER 07 62 OO.A1 SHEET FLASHING 07 62 OO.C2 METAL FASCIA, CHARCOAL COLOR 07 62 OO.D2 BRAKE METAL REVEAL, CHARCOAL COLOR 07 92 OO.A4 SEALANT AND BACKING MATERIAL 26 00 OO.A1 RECESSED LIGHT FIXTURES, SEE ELECTRICAL, TYP. 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Y "N„�� � `" m ff.a "J 4� �t - -- � — - -- -� - - _— _ — — -- -- — — _- - - - - - - - —_ �- PERSPECTIVE VI EW FROM NORTHWEST orksho iJ ARCHI I ECTS+URBANISTS ' 401 LINDEN STREET, SUITE 2-221 FORT COLLINS, CO, 80524 T - 970.430.5220 www.auworkshop.co CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES � Q � � � �� m Q � �� � w � i 0 w � � � � Z � W O� � 0 � w � � Uw � (� U � � W O � I � Z Q - � �O �J O O U U � � � � � z � J �L = � � U � � � � � U O � PROJ. NO. 2406 DRAWN: AN CHECKED: AN APPROVED: AN DATE: JUNE 11, 2024 REVISIONS : SHEET TITLE: PERSPECTIVE VIEWS SCALE: AS NOTED �G-'' � h: .. � �i!�R ;s ��. , � , � � a� � �� � r'9�c..":��. . ��� \� ,,s r �� a a � f - �'�' �'��'�� � c �� a�` s. �� e '�.� • ^'� ,��� ��R., . '>^4�I�0 '.,i :n ; c+ � f_ � -_ _ � _ - � -- - '' �F�- _ �-- � ���-='� - =� -_ " - —� £=T �� _�=�= �-� _ - _�-"_ � ,�- _'� c- �.,�-��-�-� _----� SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL PLANT LIST EY BOTANICAL NAME COMMON NAME HT. SPR. CONDITION SIZE SPACING H20 % QTY. ECIDUOUS SHADE TREES C BA Acer saccharum 'Bailsta' Fall Fiesta Maple 50-65' 30-45' sun 2" Cal. 30' o.c. M 10% C CA cer saccharum 'Caddo' Caddo Sugar Maple 40-50' 30-40' sun 2" Cal. 35' o.c. M 8% O CO Corylus colurna Turkish Filbert 30-45' 25-30' sun 2" Cal. 30' o.c. L 11 % Y DI Gymnocladus dioicus 'Expresso' Espresso Kentucky Coffee Tree 40-50' 30-35' sun 2" Cal. 30' o.c. L 3% O AC Populus x acuminata Lanceleaf Cottonwood 40-60' 35-50' sun 2" Cal. see plan L 3% U SH Quercus shummardi Shummard Oak 40-50' 30-40' sun 2" Cal. 30' o.c. L 9% U BU Quercus buckle i Texas Red Oak 50-60' 40-50' sun 2" Cal. 35' o.c. M 13% 1 ECIDUOUS UNDERSTORY TREES O MA Cornus mas Cornelian Cherry 15-25' 10-15' sun/full shade 4' clump see plan M 3% A CO Malus x'Coralcole' Coralburst Crabapple 12-15' 12-15' sun 1.5" Cal. see plan M 8% A PR Malus 'Prairie Rose' Prairie Rose Crabapple 15-20' 15-20' sun 1.5" Cal. see plan M 10% A SS Malus 'Spring Snow' Spring Snow Crabapple 20-25' 15-20' sun 1.5" Cal. see plan M 3% R AR Prunus armeniaca 'Moon old' A ricot Moon old Plum 15-25' 15-25' sun 1.5" Cal. see lan M 6% VERGREEN TREES I DE Picea glauca 'Densata' Black Hills Spruce 20-40' 15-25' full sun 6', 8' see plan M 4% I HE Pinus helreichii Bosnian Pine 15-25' 10-12' sun 6', 8' see plan L 4% I PU Picea un ens Colorado Blue S ruce 40-60' 20-30' sun/ art shade 6', 8' see lan M 9% WARRANTY AN D I NSPECTION NOTES 1. THE LANDSCAPE CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING WITH THE CITY PROJECT MANAGER, LANDSCAPE ARCHITECT AND CITY OF FORT COLLINS FORESTRY REPRESENTATIVES TO REVIEW PROJECT REQUIREMENTS. ADDITIONAL ONSITE INSPECTION MEETINGS SHALL BE SCHEDULED DURING THE INSTALLATION PHASE OF THE PROJECT TO INSPECT THE QUALITY OF MATERIALS AND INSTALLATION METHODS. 2. THE LANDSCAPE CONTRACTOR SHALL SCHEDULE AN INSPECTION OF THE COMPLETED LANDSCAPE WORK WITH THE CITY PROJECT MANAGER, LANDSCAPE ARCHITECT AND CITY OF FORT COLLINS FORESTRY REPRESENTATIVES WITHIN TWO WEEKS OF FINAL COMPLETION OF ALL LANDSCAPE WORK. PUNCH LIST ITEMS WILL BE IDENTIFIED. IDENTIFIED ITEMS SHALL BE CORRECTED WITHIN TWO WEEKS OF THIS MEETING. UPON CORRECTION OF ALL PUNCH LIST ITEMS A TWO YEAR WARRANTY PERIOD WILL BEGIN. ALL PLANT MATERIAL WILL HAVE A TWO YEAR WARRANTY. 3. THE LANDSCAPE CONTRACTOR SHALL PROVIDE FULL WARRANTY ON TREES AND OTHER LANDSCAPE PLANTS AND MATERIALS. DURING THE TWO YEAR WARRANTY PERIOD THE LANDSCAPE CONTRACTOR SHALL SCHEDULE A MINIMUM OF TWO INSPECTIONS PER YEAR WITH THE CITY PROJECT MANAGER, LANDSCAPE ARCHITECT AND CITY OF FORT COLLINS FORESTRY REPRESENTATIVES. THE PURPOSE OF THESE MEETING IS TO EVALUATE GROWTH AND ESTABLISHMENT OF ALL TREES AND LANDSCAPE PLANTS. ONE INSPECTION SHALL OCCUR EACH YEAR IN JUNE AND ONE IN SEPTEMBER DURING THE TWO YEAR WARRANTY PERIOD. 4. AFTER THE WARRANTY HAS BEEN PROVIDED FOR TWO YEARS THE LANDSCAPE CONTRACTOR SHALL SCHEDULE A FINAL INSPECTION WITH THE CITY PROJECT MANAGER, LANDSCAPE ARCHITECT AND CITY OF FORT COLLINS FORESTRY REPRESENTATIVES. LANDSCAPE CONTRACTOR SHALL PROMPTLY REPLACE TREES AND LANDSCAPE PLANTS FOUND TO HAVE DIED OR IN POOR CONDITION AND PROVIDE REPAIRS TO ANY LANDSCAPING AS IDENTIFIED AT ANY OF THE SITE INSPECTIONS AND AS DIRECTED BY THE CITY PROJECT MANAGER OR A CITY OF FORT COLLINS FORESTERS. THE LANDSCAPE CONTRACTOR SHALL ADVISE THE OWNER ON MAINTENANCE PRACTICES DURING THE WARRANTY PERIOD TO IMPROVE PLANT GROWTH AND ESTABLISHMENT. AFTER THE FINAL INSTALLATION INSPECTION AND ONCE ALL PUNCH LIST ITEMS HAVE BEEN SATISFACTORILY COMPLETED, THE CITY PROJECT MANAGER WILL NOTIFY THE LANDSCAPE CONTRACTOR THAT THE WARRANTY PERIOD HAS BEEN COMPLETED. 5. REPLACED PLANT MATERIAL SHALL HAVE A WARRANTY TO THE END OF THE TWO YEAR WARRANTY PERIOD OR FOR ONE YEAR WHICHEVER PROVIDES FOR THE LONGEST PERIOD OF TIME AFTER PLANT REPLACEMENT. LANDSCAPE BOULDER SCHEDULE - 2 TON GRANITE BOULDER QTY 9 TOTAL - 1 TON GRANITE BOULDER QTY 74 TOTAL - 3/4 TON GRANITE BOULDER QTY 11 TOTAL LANDSCAPE NOTES 1. BEFORE CONSTRUCTION, LOCATE ALL PUBLIC AND PRIVATE UNDERGROUND UTILITIES WITH RESPECTIVE UTILITY COMPANIES, AND LOCATE IRRIGATION LINES AND WIRES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS OR LICENSES REQUIRED FOR THE PERFORMANCE OF THE WORK AS APPLICABLE TO THIS PROJECT. 3. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. TREES, SHRUBS, AND DECORATIVE GRASSES WILL BE IRRIGATED BY A SEPARATE ZONE FROM SOD/GRASS. 4. ALL LANDSCAPE BEDS AND TURF AREAS ARE TO RECEIVE ORGANIC SOIL AMENDMENTS AT A RATE OF 3 CY/1000 S.F. OF LANDSCAPE AREA. AMENDMENTS ARE TO BE TILLED TO A DEPTH OF 9" AND FINE GRADED TO A SMOOTH SURFACE WITH POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. WHERE PLANTING OCCURS WITHIN THE DRIP LINE OF EXISTING TREES, PLANTING AREAS SHALL RECEIVE 3" OF AMENDED PLANTERS MIX TO BE INCORPORATED IN TO PLANTING PITS IN LIEU OF TILLING. 5. ALL LANDSCAPE BEDS ARE TO BE MULCHED WITH A 4" MINIMUM LAYER OF WOOD MULCH . A 4" MINIMUM LAYER OF WOOD MULCH SHALL BE USED IN 48" DIAMETER TREE RINGS FOR ALL TREES PLANTED IN SODDED OR SEEDED AREAS PER PLANS AND DETAILS. WOOD MULCH AVALIABLE FROM CITY FORESTRY. 6. ALL PLANT MATERIAL SHALL MEET OR EXCEED CURRENT AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1 AND THE COLORADO NURSERY ACT AND ACCOMPANYING RULES AND REGULATIONS. 7. STAKE ALL TREES AND SHRUBS BASED ON THESE DRAWINGS. EXACT LOCATIONS OF PLANT MATERIALS TO BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST TO EXACT LOCATIONS IN THE FIELD. 8. LANDSCAPE MATERIAL PLACEMENT SHALL NOT BE PLACED OR KEPT NEAR FIRE HYDRANTS, FIRE INLET CONNECTIONS OR FIRE PROTECTION CONTROL VALVES OR KNOX BOXES IN A MANNER THAT WOULD PREVENT SUCH EQUIPMENT OR FIRE HYDRANTS FROM BEING IMMEDIATELY DISCERNABLE. THE FIRE DEPARTMENT SHALL NOT BE DETERRED OR HINDERED FROM GAINING IMMEDIATE ACCESS TO FIRE PROTECTION EQUIPMENT OR HYDRANTS. 9. 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. 10. 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 WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 11. PLACE PLANT MATERIAL IN SHRUB BED SO THAT ONCE PLANTS GROW TO FULL SIZE THEY ARE FULLY CONTAINED WITHIN THE SHRUB BED AREA AND DO NOT HANG OVER THE EDGER LINE. 12. PLANT SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT APPROVAL FROM LANDSCAPE ARCHITECT 13. DISTURBED AREAS OTHER THAN SHRUB BED TO BE SEEDED. NATIVE SEEDI NG NOTES 1. FINE GRADING SHALL MAINTAIN POSITIVE DRAINAGE IN ORDER TO PREVENT PONDING; PROVIDE SMOOTH, WELL-CONTOURED SURFACE PRIOR TO SEEDING. 2. PRIOR TO SEEDING, REMOVE WEEDS, DEBRIS AND ROCKS LARGER THAN 1" WHICH MAY HINDER SEEDING OPERATIONS. TREAT NATIVE SEED MIX AREA PRIOR TO INSTALLATION OF SEED WITH APPROPRIATE HERBICIDE TO PROACTIVELY MITIGATE HERBACEOUS WEED SPECIES GROWTH DURING ESTABLISHMENT PERIOD. THEN AFTER APPROPRIATE TIME PERIOD APPLY NATIVE SEED AS CALLED FOR ON APPROVED PLANS. 3. PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH LOOSENING AND ADDITION OF AMENDMENTS THAT PROMOTE WATER ABSORPTION AND RELEASE 4. PLANT SEED ON DRY, BARE GROUND FROM LATE OCTOBER THROUGH EARLY MAY. 5. SEEDS MAY BE PLANTED USING A RANGELAND SEED DRILL OR BY HAND BROADCASTING. IF USING A SEED DRILL, IT IS BEST TO PLANT PERPENDICULAR ON SLOPES. WHERE POSSIBLE, SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. DRILL SEED ALL INDICATED AREAS AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING OPERATIONS. 6. APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT SHALL NOT BE USED). EQUIPMENT SHALL BE CLEAN AND FREE OF SEEDS FROM PRIOR USE. 7. SEED PER SPECIFIED APPLICATION RATE BETWEEN '/4 -/2 INCH DEEP. FOR AREAS NOT ACCESSIBLE TO DRILL, HAND BROADCAST SEED INSTEAD OF DRILL SEEDING. FOR BROADCAST METHOD DOUBLE SPECIFIED APPLICATION RATE AND LIGHLTY RAKE THE AREA, EVENLY SPREAD THE SEED, AND LIGHT RAKE THE SEED IN. ENSURE GOOD SEED-TO-SOIL CONTACT. BE CAREFULE NOT TO BURY THE SEED OR CLUSTER IT INTO ENEVEN PATTERNS. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES. 8. IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY THE PROJECT LANDSCAPE ARCHITECT AND THE CITY ENVIRONMENTAL PLANNER. 9. AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW, JUTE MESH, OR OTHER APPROPRIATE METHODS. 1.5 TONS OF CERTIFIED WEED FREE HAY PER ACRE TO BE MECHANICALLY CRIMPED INTO THE TOPSOIL IN COMBINATION WITH AN ORGANIC MULCH TACKIFIER AT 200 LBS PER ACRE WITHIN 24 HOURS OF SEEDING. 10. PROVIDE TEMPORARY IRRIGATION UNTIL SEED IS ESTABLISHED. THEN WEEN THE SEED FROM IRRIGATION. THE IRRIGATION SYSTEM FOR SEEDED AREAS SHALL BE FULLY OPERATIONAL AT THE TIME OF SEEDING AND SHALL PROVIDE HEAD_ TO_ HEAD COVERAGE OVER SEEDED AREAS. ALL METHODS AND REQUIREMENTS IN THE APPROVED IRRIGATION PLAN SHALL BE FOLLOWED. 11. PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED BEFORE, DURING AND AFTER SEEDING ACTIVITIES. 12. CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER. 13. THE APPROVED NATIVE SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. DO NOT MOW DURING HOT, DRY PERIODS. DO NOT MOW LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT GROWTH. 14. NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT VEGETATIVE COVER IS REACHED WITH LESS THAN TEN PERCENT OF COVER CONSISTING OF NOXIOUS WEEDS, NO BARE SPOTS LARGER THAN ONE FOOT SQUARE, AND/OR UNTIL DEEMED ESTABLISHED BY CITY PLANNING SERVICES AND EROSION CONTROL. SOD - TYPE 1 80% Drought Tolerant Kentucky Bluegrass; 20% Drought Tolerant Type Perennial Ryegrass or approved equal NATIVE TU RF - TYPE 1 (Western Native Seed - Short Grass Prairie Grasses Mix) seeding rate: 2 lbs per 1,000 sq.ft. or 25 lbs per acre APPLICATION RATE BOTANICAL NAME COMMON NAME 40 % Buchloe dactyloides (Buffalograss) 30 % Pascopyrum smithii 10 % Bouteloua gracilis 10 % Pleuraphis jamesii 10% Bouteloua curtipendula (Western Wheatgrass) (Blue Grama) (Galleta) (Side Oats Grama) NATIVE TU RF - TYPE 1 (Western Native Seed - Short Grass Prairie Wildflower Mix) seeding rate: 8oz per 1,000 sq.ft APPLICATION RATE BOTANICAL NAME COMMON NAME 10 % Cleome serrulata (Rocky Mt Beeplant) 10 % Engelmannia peristenia (Engelmann Daisy) 10 % Ratibida columnifera (Prairie Coneflower) 10 % Dalea purpurea (Purple Prairie Clover) 10 % Liatris punctata (Dotted Gayfeather) 10 % Linum perenne lewisii (Blue Flax) 10 % Dalea candida (White Prairie Clover) 10 % Thelesperma filifolium (Greenthread) 5 % Coreopsis tinctoria (Plains Coreopsis) 5% Mirabilis multiflora (Wild Four 0 Clock) 3 % Machaeramthera tanacetifolia (Tansy Aster) 3 % Argemone polyanthemos (Prickly Poppy) 2 % Penstemon angustifolius (Pagoda Penstemon) 1 % Sphaeralcea coccinea (Scarlet Globemallow) 1 % Stanleya pinnata (Princes Plume) Note: To be applied after grasses are established NATIVE TU RF - TYPE 2 (Western Native Seed - High Plains/Foothills Wet Meadow Mix) seeding rate: 8oz per 1,000 sq.ft APPLICATION RATE BOTANICAL NAME COMMON NAME 15 % Bolboschoenus maritimus (Alkali Bulrush) 15% Elymus canadensis (Canada Wildrye) 15 % Panicum virgatum (Switchgrass) 10 % Eleocharis palustris (Spikerush) 5% Carex praegracilis (Black Creeper Sedge) 5 % Carex nebrascencis (Nebraska Sedge) 5 % Deschampsia cespitosa (Tufted Hairgrass) 5% Schoenoplectus acutus (Hard Stem Bulrush) 5% Schoenoplectus tabernaemontani (Soft Stem Bulrush) 5% Schoenoplectus americanus (Olney's Three-Square Bulrush) 5 % Juncus balticus (Baltic Rush) 5 % Sorghastrum nutans (Indian Grass) 4 % Spartina pectinata (Prairie Cordgrass) 1 % Carex microptera (Popcorn Sedge) �� ��i� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/pa rkplan n i ng/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J Q � � � � � m � � � �> > Ww i Qw � � VJ ~ z J w O� � OO J � W > W U� �U (I) Q m O VJ � Z Q - � � O J J O UD U � � � � O � � � � J 00 U � � � � � U 0 �..L PROJ. N0. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: J U N E 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: PLANTING NOTES & LEGEND SCALE: c �� � � / �\ �� , ��, I c� � -� . �� ���� PLANT LEGEND � IRRIGATED SOD PROPOSED DECIDUOUS UNDERSTORY TREE � NATIVE TURF � LANDSCAPE BOULDERS . . ._--,--^--r=�. . - • - . . . . . . . . . �. . . . .'��. � PROPOSED SHRUBS/PERENNIALS & ' '.'.'.'---•.'.'.'.'. .'.'. .'.' .'.'. .'.'. .'.' ' ' ' ' ' - • - - - • - • - •'.'• ORNAMENTAL GRASSES ��� EXISTING TREES �- I.---.-.�.-.�.--�.--�.--�.--�--.�.-.-.-.-.-.�.-.-.-.-.�.-.�.-.�.-.�.-:�:-:�:-:�:-�---�-���-�-�-���-��-- � � .. � ... ............ .........................:.:.:...:.:.:.:.:.:.:.�.'. . ,' , � � .............. ....................................�.�... ' • C� ................'.'.'.'.""""-•-•-•-•--------•�•-•�•-•-•-• PROPOSEDDECIDUOUSTREE � ' ' '.'.' .:.:.:.:.:.:.:.:.:.:.: :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.'.-:-:-:-:•:-:•:-:•:-:.:.:.:.:.:.:.:.:.:.:.:.:. �p . . � . . . . . . . . . . . . . . . . . . . . . . . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.- - - II d ii _..�:_.•.�.'. . . \ •�- •.-.•.-_•.-.•.�.•_�_•�-'•�-'•�-'-'•'-'.'.- • - - - - - - . . . - • . . . . . . . ....... PROPOSED EVERGREEN TREE I .:::.,. . . . .�� . . . _ - .�... ._.....:.�.'-�-�-�- . . -�'.��. . . . .'.�.'. . � . . . . .�.'.�.'.�.'. �-����.-.�:.:-_� ......:...:.........:.�._- .:::� :-.-.-:-::-:-:�� .-:�:-:..-.. . ���-�::::.:_:::::::�:-.. ' PLANT SCHEDULE . ................�.. i'� -_-.- ........... ......-.-... ................. -,- .. _ ............. ..... . ... . ..,........,,. ............. .... � � � ' � ' ' ' ' ' " ' ' ' ' ' ' ' -'� - - • • • • •'• � •�•�•�•�•�•�-� � � � � � � � � � ' ' ' ' ' ' ' ' ' EY BOTANICAL NAME COMMON NAME HT. SPR. CONDITION SIZE SPACING H20 % QTY. -- �. .'.'.'.'.'.'• •'• •'• •'• • •'•'•' '.'.'.'.'.'�/' ' '.".'.'.'.'.'.'.'.'.'.''''''''''•'•'•'•'• • '--.'.'.'.'.'.'.'. — . . . . - - - • - . . . . . . . . . . . . ; . . . '.'. . . . . . - - • - - - • • • • . . . . . . . . . ECIDUOUS SHADE TREES . ................. ....., . ,•_ - • • • • • • • • • • • • •j.'.�.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.".'.'.".'.'.'.'.' - • - • - • • • • C BA Acer saccharum 'Bailsta' Fall Fiesta Maple 50-65' 30-45' sun 2" Cal. 30' o.c. M 10% • -.-.•.•.-_•_•_•_•. ••-•••- ••• ; .•'•'.'.'.' '''.'.' '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.- • - - �•---.�.'.'.'.'. I . . . . . . .� . . . . . -/._ , _ _ . . . _ . . . . � . . . . , . . _ C CA Acer saccharum 'Caddo' Caddo Sugar Maple 40-50' 30-40' sun 2" Cal. 35' o.c. M 8% _••••-•••••••-••• �'......',r....' .....-.•.•.•••-••••••••••••••••• � -......\ OCO Co luscolurna TurkishFilbert 30-45' 25-30' sun 2"Cal. 30'o.c. L 11% — •• ...... � rY ...............i ..... ................� - � .......................... ::::::�•�_.......� :-:.:.:.:.:.:.:.:.:.:.:.:._._..._......._..._.-...:._.-...:.:.'..�\ .._-.._-,. :,..:, Y DI Gymnocladus dioicus 'Expresso' Espresso Kentucky Coffee Tree 40-50' 30-35' sun 2" Cal. 30' o.c. L 3% - . . . . . . . . . . . . . . . . . �� . _ _ . -_- - • - � - • � • - • - • - • . . . . . . . . . . . . . . . . . �, � . . . . . . . , . I O AC Populus x acuminata Lanceleaf Cottonwood 40-60' 35-50' sun 2" Cal. see plan L 3% .�.' :.:...:.:.:.:.:.:.:.:. -:•:-:•:-:.• : : : : : , - : : _ _ : _ _ : : :.:.:.:.:.:.:.:.:.:.:_:.:.::::::-:-:- � \ � • • : : :.:.:.:.:. U SH Quercus shummardi Shummard Oak 40-50' 30-40' sun 2" Cal. 30' o.c. L 9% '�. . . . . . . . .:.�.�.-.�.-.• •.•.•.-.•.•.•. • • • • - • . . . . . . . . . . . . .:...'.'. . `� \•.•.-,•.-,•, •.-. U BU Quercus buckle i Texas Red Oak 50-60' 40-50' sun 2" Cal. 35' o.c. M 13% 1 . . . . . . . . . . . - • . . . . . . . . . . . . . . . . . . . . . . . . . . . • • - • - • - • - •.•.•. . � - . . . . . . . . ECIDUOUS UNDERSTORY TREES '.',-.•_•.•_•.•.•.•.•. •�•���•�•�-�•� � � � � � � � � ' � ' ' ' ' ' ' ' ' ' - • • • • • • • • • • • - - -�-�•�•�•�-�•�- •\ ' ' ' ' ' ' ' O MA Cornus mas Cornelian Cherry 15-25' 10-15' sun/full shade 4' clump see plan M 3% " '.'.'.'.'.'.'.'.'.'.'. ' ' - - • • ��� • • • • • •�• •�• -� •'•�•'•'•'•'•'•'.'.'.'.'.'.'.'.'.'.'.'.' ' ' ' ' ' ' • • • - • • �� � • •�•�•�•�•�• •�• A CO Malus x'Coralcole' Coralburst Crabapple 12-15' 12-15' sun 1.5" Cal. see plan M 8% ...... . ' ••........••• � \ � •�• •�• •�•�•�•�• '.'.'.'.'.' '�' ' ' ' �•�•�• •�•�•�• •�•�•�- •�-�•�•�•�-'•�-'.'.' " ' ' ' ' ' ' ' ' ' ' •.•.-,•_•.•.•�•�•�• A PR Malus'Prairie Rose' Prairie Rose Crabapple 15-20' 15-20' sun 1.5" Cal. see plan M 10% ,•.•.•_•,•_•.•.•.•_ • • - • • •:-�•'•'• -'• •'- •'-'• • .' .•.•.-.•,•.•.•.•.•.•_-.•_•.•.•.• • • • - •:-_•.•_•:•:•:•'•�-'•'-'• \ \ . . . . . .'.'.'.'. , , � . „ . . _ . . . . - • • . . . . . . . . . . . . . . . . . . . . . . . . . .'.'.'.'.'.'. . \ • • • • • - • • • • • � A SS Malus Spring Snow Spring Snow Crabapple 20-25 15-20 sun 1.5 Cal. see plan M 3% -'.'. .'.'.'.'.'.'.' '.'.-.-.- •�- •.•.•.• • • • •�• •�•�•�•� �•�-�•'•�•'-'.'.'.".'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' ' ' ' \` • • • • • • • •�• • R AR Prunus armeniaca 'Moon old' A ricot Moon old Plum 15-25' 15-25' sun 1.5" Cal. see lan M 6% _•.•.•_•.•_•_-_•.-.•_- :•:•:•:- :.:...:.:.:.:.:.:.:.:.:.:.:. -.-.-,•.•,•.•.-_-.•.•.•_•:•:•:•:•:•:•:•:•:•:•:•:•:.:.:.:.:.:.:.:.:.:.:.'. ' '.:.:._,•.•,•.-.•.•. \ VERGREEN TREES .' .:.:.:.:.:.:.:.:.:... _.:.:.- :.:,:_:.:.:.:.:.:_:_:_:_:_: ::: :-:•:•:•:•:•:•:•:•:•:•:•:•:•_•:•:•:•:•:•:.:.:.:.:.:.:.:.:.:.:.:.:.: :.:.:.:. �\ ..:.:.:.:.:.:.:.:. . � I DE Picea glauca 'Densata' Black Hills Spruce 20-40' 15-25' full sun 6', 8' see plan M 4% • - . . . . . . . . . . . . . . . . . . . . . . . - • • • • - • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�.-,•.•.•.•_•_•_• • I HE Pinus helreichii Bosnian Pine 15-25' 10-12' sun 6', 8' see plan L 4% . .......... ....... :.:•�/� '-:•:.:•:•:•:•:•:•:•:•:-:- •'.'.'.' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.-:•:•:-:-:•:•:•:•:.:-:•:-:• -'.'.'. \' '.'.'.'.'.'.'.'.'.'. . I PU Picea un ens Colorado Blue S ruce 40-60' 20-30' sun/ art shade 6', 8' see lan M 9% _ . . . . . . . . . . . 'L'.' . . . . . . . . . . . . .'.'.'.'.' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - . . . . . . . . . . : : : : : : : � : : . � � : : .:::: : : : : : : : : : : : : : : : : : :. :::_::.:._ : : _ : : : : : : : : : : : : : : : : : : : : : : : : : : : . . •.�. � . . : : : : : : : : : 1-CO MA - TOTAL NUMBER OF TREES = 80 100% NOTE: SEE SHEET LP001 FOR TYPE 1 SOD AND TYPE 1 AND 2 NATIVE TURF SEED MIXES . ..-,-_•:-_•.-'•' -•j�:.--•• .....................•.-.•.-..'.'.'. ' ' \\-.-.•.-,-_-.-_-:•_•:-.•.-_•.-_•.-_•--'•--••--.-..'.. ' • �.' ' � . . . . . . . . . . . . . . . 1-MA SS - TOTAL SHADE TREES = 44 55% '� •� � �' 2-MA PR -'-� . �•�-.•.-, 2-GY DI . " - - � . " ` . . . . . . . . . . . . . . . . . .�.-.-_-.����- • -��/� ' ' . . . . . . . . . . . . = TOTAL UNDERSTORY TREES _ 23 29% . � � . 2-MA PR TOTAL EVERGREEN TREES 13 14% . .'.'.'.'.'.'.•.-_• - - . . . . . . . . ._.'.' 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N0. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: J U N E 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: OVERALL PLANTING P LAN SCALE: 1 "=30'-0" �� ��i� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/pa rkplan n i ng/ 2.75-INCH AND LARGER DECIDUOUS TREE PLANTING 3 T-POSTS WITH PROTECTIVE END CAP WEBBING AT FIRST BRANCHING OR MIN. 1/3 TREE HEIGHT GUY WIRE (1 OF 3) W/ WARNING SLEEVE TREE WRAP TO FIRST BRANCH ROOT CROWN 2" ABOVE EXISTING GRADE MULCH FINISH GRADE REMOVE WIRE TIES AND BURLAP FROM TOP 1/2 OF ROOTBALL PLANTING BACKFILL MATERIAL SUBGRADE SCALE: N.T.S. 1'-6" OR 1/2 O.C. SPACING MIN. PLANTING SETBACK TO EDGE OF PLANTING AREA � � � o � c3' J � Q � � CONSTRUCT WATERING RING AROUND SHRUB. � ` � MULCH � �..� � '� s' � WEED BARRIER • � � AFTER PLANTING HAND �—i i � i i i i i � i i i- SPADE BETWEEN SHRUBS ' � _ _ _ _ �'�y� .�� I= I I I-I I I-I I I-I I �. :: ����� � . TO 6" DEPTH. � � I � I I I=I I I=I I I= � PLANTING SOIL MIX 18" DEPTH. 1-1 I 1-1 I I-1 I ��°�`����� �����y� � �` � � `` PLANTING BACKFILL MATERIAL. �I I I—I I I—I I I— ����•:. .. -. ••. ..:.. ••.�•.•�' `� ;, I I I �; I I I I I I i � SUBGRADE � 1% X ROOTBALL DIA. NOTE: FOR PLANTING BEDS THAT INCLUDE TREES & SHRUBS, USE PLANTING SOIL MIX FOR PLANTING BEDS SHRUB PLANTING SCALE:NTS WEBBING AT FIRST BRANCHING OR MIN. 1/3 TREE HEIGHT TREE WRAP TO FIRST BRANCH GUY WIRE (1 OF 3) W/ WARNING SLEEVE 3 T-POSTS WITH PROTECTIVE END CAP POSITION ROOT CROWN AT SLOPE ELEVATION CONSTRUCT WATERING RING AROUND TREE TOPSOIL 4" DEPTH MULCH PLANTING BACKFILL MATERIAL REMOVE WIRE TIES & BURLAP FROM TOP 1/2 OF ROOTBALL SUBGRADE FIRM BASE DECIDUOUS TREE PLANTING ON SLOPE SCALE: 1" =1'-0" � � � I I I I I i � ��I 1% X ROOTBALL DIA. SHRUB ON SLOPE SCALE: N.T.S. CONSTRUCT WATERING RING AROUND SHRUB POSITION ROOT CROWN AT SLOPE ELEVATION PLANTING SOIL MULCH GENERAL NOTES: APPLIES TO SHRUBS ON SLOPES 5:1 AND GREATER. FG � � li O � �Z C3� � WEBBING AT 1/3 HEIGHT OF TREE 3 T-POSTS WITH PROTECTIVE END CAP GUY WIRE (1 OF 3) W/ WARNING SLEEVE ROOT CROWN 2" ABOVE EXISTING GRADE MULCH. FINISH GRADE REMOVE WIRE TIES AND BURLAP FROM TOP 1/2 OF ROOTBALL PLANTING BACKFILL MATERIAL �_� i �_� � i—i � �=i i �—i II� �II ��I �II II�— SUBGRADE 2 1/2 X ROOTBALL DIA. EVERGREEN TREE PLANTING SCALE: NTS SEE SCHEDULE FOR SPACING . , .� SET PERENNIALS & GROUND COVER IN STAGGERED ROWS AT SPECIFIED SPACING, MULCH ENTIRE BED WITH 4" DEPTH MULCH MULCH EXCAVATE ENTIRE BED TO A DEPTH OF 12" & PLACE PLANTING SOIL MIX e � � �� r � — . ; � � . y. .�. . ...�. . .r . ..., . ' � . ' ' . ' � ' +' :'y : .' : : ti.` .' 1•.+� � •�•1 • • � .• • • •� • '•�• �• ' ' y ..�� .• { .. ' " ' �... • �;. • ; r; ; - . . . ' �'l �. , ` ti ' ,� .: w. . •; O .. . . . 7: .•. . ., f . • _ � 4 :�� . • . . � :ti � .. � . .. .. �� t. ..• •,ti .• �'•" �rS•� � ..�• . . �. ..... . .`. . . .,... . • . ,� ••; � ,' ' . ��. : -1 ' '' � ' s ' ;�• • . . y . 1• �..�. �' • • .�� ��� '• • LOOSEN PRIOR TO PLACEMENT OF PLANTING SOIL MIX PERENNIAL PLANTING SCALE: 1" =1'-0" CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES � �� �I � � � � � � � 0 Z U � J Q � � � m � (!) > W i W � � Z W � � O w > w 0 U � Q m VJ Z � J O U � � � � L.L O � � - U O � � L.L O J O U � vJ z � J O U � � O � PROJ. N0. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: J U N E 12, 2024 REVISIONS : SCHOOLSIDE PARK SHEET TITLE: PLANTING DETAILS SCALE: SET ROOT CROWN LEVEL WITH EXISTING GRADE ISSUED FOR: BDR SUBMITTAL �� ��i� TREE PROTECTION TREE PROTECTION AREA 1.5 X's THE DISTANCE BETWEEN TRUNK AND DRIPLINE, OR 1 FOOT FOR EVERY DIAMETER INCH OF TRUNK, WHICHEVER IS GREATER ZONE 1 Branch Protection PROTECT LOWER BRANCHES OF TREE CANOPY. CONTACT CITY FORESTER IF ANY PRUNING IS NEEDED ZONE 2 Trunk Protection REQUIRED IF WHEELED CONSTRUCTION EQUIPMENT INVOLVED WITHIN 10' OR LESS PROVIDE SNOW FENCING OR EQUAL AT DRIPLINE (MIN.) ATTACH SIGNS TO FENCING EVERY AT EACH TREE: KEEP OUT TREE PROTECTION AREA NO MATERIALS SHALL BE STORED WITHIN THE TREE PROTECTION AREA SCALE: NTS Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/pa rkplan n i ng/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES � �� .� � J Q � � � m � (!) > w > w LL � z w G � O w > w 0 U � Q m � Z J J � U � � O � L.L � � � - U 0 � Q � O J 0 U � V , � � J � U � � O � PROJ. N0. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: J U N E 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: PLANTING DETAILS SCALE: w � � � � O 0 Z U � EXTENDS FROM DRIPLINE TO DRIPLINE �� ��i� II � ,. � i il !� / �\ ,, �1 � 4 � �,. i � � ,,� � � a ;� ,,�� I w� -� L ;I C � =I_;_. � I �I,� II II � °� - _'_•_•.'�: �•�•�•�•�•�-�•�-�•�•�•�•�•�•�•�•�•�•�.'.'.'.'.'-'• •�.'.'.'.�.��.'.'. � . : : : : : : : :.:.:.:.:.:.:.:.:.:.:.:...�.-.�.-.�.-.�.-.�.-.�.-.�.-.-.-.-.-:-:�:-:-:�:-:-:.:-:.:-:.:-:. IRRIGATION LEGEND / WATER USE TABLE (TAP SIZE 1.5") ��.�. .�.�.�.�.�.�.�.�. .�. . . . • • •-•••-•-•-•.•••••........' ...........................•.........-.-... .�.. . , _ . . . . . . - - - • - • . . . . . . . . . . . . . . . . . . . . . . . . . . .�.'. . . HYDRAZONE AREA IRRIGATED AREA (SF) PLANT TYPE - EQUIPMENT WATER USE (GAL./SF/SEASON) TOTAL WATER USE (GAL.) - -.� . . .........:..::.:.:.:':-:.:-:.:-:.:-:.:.:.:.:.:-:.:-:-_-.-_-.-_-_-_..-_._-...-_._-.._-......--...-.-...-_-.- � 0 � HIGH 67,965 TURF - SPRAY/ROTOR 18 1,223,370 . .�. . . ..�. . . • - - -.-_-_- - - • - . . . . . . . . .' ' . ' . . -_•...•...•-----------------•.-_•.-.•.-.•-�� - �-���-�•��: : .'.".'.".�. . - - • - � � ' " ' ".'.".".".�.'.".'.".'.�.'.�. LOW 9,394 SHRUB - POINT SOURCE DRIP 8 75,152 ..--•--......... � .............. ... . .................................. . _. � . . .��_• . . . . . ..._......._..._ . � VERY LOW 88,491 NATIVE - ROTOR 3 265,473 , -_•.-.•.-.•.-_•_-_•.-_• - • � - - - � . . . . . . . . . . - - -�-�•�-�•�-- -- � . . . . . . . . . . . - �-� •-�.�-'.".".�.".�.'.�.'.�.'.�� ��-- -.-.-�����.- -✓� �-��.-.�.-.�.�•---�- - � •'��• - . .'.�.'.�.'.�.'. 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' . .. � �. _ �. . . .. .' `� �3 ��'�s-� •_•.•_•.•.•. •• -• • •. . .�.•••-• �••-•••••--••••• ....... ....... . . . .. ._ . . . . ....� .. `, ��r;;�`� S'"�` � - - -- ... .. ��q.. ...••-••-•--••-•-• •••••-•--•••------- .•••••..... . . . � ---•---•---..� ....••••• • .'�....••••--•--•• ...................•••••--••------ .. .. . . .. . . � . . • � -------•........- -••-•---... ..'�:���.....••--•----•-•.......•-••--••• ..................... ........ � r . � .. .. � ..�� . . , . . � . �.. � � .: .�� 3 � --'-'-'-'•-'--••-•'•'••'••,'-'•••'•'••'-'••'•'-•'•- ' -• •••'•'•�•-•••••••••--••-•--••• ..... ............................ •...... -• , . . ... . . . . .. . ---...------••••••........-••••••-- -- --•---••••• ..............••---- ......-•••••••-••------•••-••- \ ...�� 1 � . � .. � � � ----..... .... — •-• --� --. ..- •••- Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/pa rkplan n i ng/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J Q �~ � �� m Q� �� � Ww\/ / � ��/ LL � � � Z � � OL � OO J zw > w U� �U � � � O �0 Z Q — � JO J J 0 UD U � � � � Q z � � � J 00 U � �� —� U O � PROJ. N0. 270702026 DRAWN: AC CHECKED: JT APPROVED:JT DATE: J U N E 12, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL \ I ' � , , , HYDROZ�NE PLAN SCALE:1 "=30'-0° �� 0' 15' 30' 60' NORTH SHEET TITLE: HYDROZONE PLAN SCALE: 1 "=30'-0" GENERAL DESCRIPTION A FULLY AUTOMATED SPRINKLER AND DRIP IRRIGATION SYSTEM WILL IRRIGATE TURF, PLANTING BEDS, TREES, AND SEED MIX. POP-UP SPRINKLERS IRRIGATE TURF AND SEED MIX. POINT SOURCE DRIP IRRIGATES PLANTING BEDS. TREES ARE IRRIGATED WITH INLINE DRIP RINGS (SEPARATE ZONES FOR TREES IN SEED, TURF, AND PLANTING BEDS). MUNICIPAL (POTABLE) WATER IS USED FOR IRRIGATION. THE POINT-OF-CONNECTION (P.O.C.) IS SHOWN ON THE PLANS IMMEDIATELY DOWNSTREAM OF THE IRRIGATION WATER METER (THE METER IS TO BE INSTALLED BY OTHERS). REFER TO CIVIL PLANS FOR IRRIGATION WATER METER DETAIL AND DESIGN. A NEW TWO WIRE IRRIGATION CONTROLLER IS REQUIRED. A MASTER VALVE AND FLOW SENSOR WILL BE INSTALLED TO FACILITATE AUTOMATIC SHUT DOWN OF THE IRRIGATION SYSTEM IN THE EVENT OF A MAINLINE PIPE BREAK AND PROVIDE FLOW DATA, FOR REPORTING PURPOSES, TO THE IRRIGATION CONTROLLER. ISOLATION GATE VALVES PERMIT THE ISOLATION OF SECTIONS OF THE SYSTEM FOR REPAIRS OR MAINTENANCE. QUICK COUPLING VALVES HAVE BEEN PROVIDED THROUGHOUT THE SITE FOR INCIDENTAL WATERING. CITY OF FORT COLLINS STANDARD IRRIGATION DESIGN AND CONSTRUCTION CRITERIA ARE FOLLOWED. GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM STATIC PRESSURE AND MAXIMUM FLOW DEMAND AS SHOWN ON THE PLANS FOR THE POINT-OF-CONNECTION (P.O.C.). THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: 0 7 : A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHEREVER POSSIBLE. B. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT PERMITTED. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. SELECT NOZZLES FOR SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND UNIFORM COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH SPRINKLER TO PROVIDE THE BEST PERFORMANCE. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE TO BE INSTALLED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED REQUIRES HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. 9. CONNECT ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 10. WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: A. IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 11. INSTALL VAN NOZZLES WHERE SPRAY ANGLES ARE LESS OR GREATER THAN WHAT A FIXED SPRAY NOZZLE CAN IRRIGATE WITHOUT EXCESSIVE OVERSPRAY. IRRIGATION LEGEND SLEEVING *TYPE: CLASS 200 PVC *SIZE AND QUANTITY: REFER TO PLANS MAINLINE PIPE *TYPE: HDPE DR11 PE4710 *SIZE AS SHOWN LATERAL PIPE TO SPRINKLERS *TYPE: CLASS 200 PVC *1-INCH UNLESS OTHERWISE NOTED - - - - - MANIFOLD PIPE *TYPE: CLASS 200 PVC *1-INCH UNLESS OTHERWISE NOTED ---- LATERAL PIPE TO INLINE DRIP RWGS *TYPE: HDPE DR11 *1-INCH UNLESS OTHERWISE INDICATED DRIP LATERAL PIPE TO EMITTERS *TYPE: RAIN BIRD XT-700 *3/4-INCH SIZE UNLESS OTHERWISE NOTED *EMITTER TYPE: RAIN BIRD XERI-BUG *DO NOT EXCEED 450-FEET OF DRIP LATERAL AND 8 GPM PER ZONE. NUMBER OF PLANTS NOT KNOWN DURING DESIGN, FIELD ADJUST AND ADD DRIP ZONES IF NEEDED. UNCONNECTED PIPE CROSSING POINT-OF-CONNECTION (P.O.C.) •-----------------• MASTER VALVE WIRING AND FLOW SENSOR CABLE ROUTING *REFER TO FLAG NOTES FOR ADDITIONAL INFORMATION *ROUTE ADJACENT TO MAINLINE TO IRRIGATION CONTROLLER *MAKE ALL NECESSARY CONNECTIONS �j WINTERIZATION ASSEMBLY *REFER TO DETAIL N BACKFLOW PREVENTION ASSEMBLY *MODEL: FEBCO 825YA *SIZE: 1-1/2-INCH *ENCLOSURE: VIT STRONGBOX SBBC SERIES (SIZED AS NEEDED) C� MASTER VALVE ASSEMBLY *MODEL: RAIN BIRD PEB (1-1/2-INCH) *WIRE DIRECTLY TO CONTROLLER PER MANUFACTURER'S GUIDELINES � FLOW SENSOR ASSEMBLY *MODEL: HYDROPOINT FLOWHD PLASTIC (1-1/2-INCH) *WIRE DIRECTLY TO CONTROLLER PER MANUFACTURER'S GUIDELINES O BLOW OUT ASSEMBLY *REFER TO DETAIL � ISOLATION GATE VALVE ASSEMBLY *MODEL: LEEMCO LMV-BBHDSS SERIES *NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE � QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 5RC . � .: �-__: ���5 � oe• en♦ ��� Oa■ Oa• ss ES ��H�F � lSYH�F �(J�H�F � Q� Q 0 O 2 �1 � � ii REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD PEB *SIZE AS SHOWN ON PLANS *DECODER: WEATHERTRAK WT2W-SVD-11 DRIP REMOTE CONTROL VALVE ASSEMBLY *REMOTE CONTROL VALVE MODEL: RAIN BIRD PEB *FILTER MODEL: RAIN BIRD PRB-100 *DECODER: WEATHERTRAK WT2W-SVD-11 ZONE CONTROL VALVE *MODEL: SPEARS PVC COMPACT *SIZE: 1-INCH FLUSH CAP ASSEMBLY *MODEL: RAIN BIRD TREE RING ASSEMBLY *REFER TO DETAIL POP-UP SPRINKLER: RAIN BIRD MPR SERIES ON 1806-SAM-PRS @ 30 PSI RADIUS: 5' FLOW (GPM): Q- 0.10 H- 0.20 F- 0.41 RADIUS: 8' FLOW (GPM): Q- 0.26 H- 0.52 F- 1.05 RADIUS: 10' FLOW (GPM): Q- 0.39 H- 0.79 F- 1.58 RADIUS: 12' FLOW (GPM): Q- 0.65 H- 1.30 F- 2.60 RADIUS: 15' FLOW (GPM): Q- 0.92 H- 1.85 F- 3.70 RADIUS: 4'x'30 FLOW (GPM): SST - 1.21 RADIUS: 4'x'15 FLOW (GPM): EST - 0.61 POP-UP GEAR-DRIVEN ROTORS: RAIN BIRD 5004+-PC-SAM-R-SS-MPR @ 45 PSI RADIUS: 25' FLOW (GPM): Q-0.88 H-1.73 F-3.34 RADIUS: 30' FLOW (GPM): Q-1.23 H-2.59 F-5.08 RADIUS: 35' FLOW (GPM): Q-1.67 H-3.33 F-6.62 POP-UP GEAR-DRIVEN ROTORS: RAIN BIRD FALCON 6504-SS @ 50 PSI *NO HALO IS PART CIRCLE. HALO IS FULL CIRCLE *NUMBER WITHIN IS NOZZLE NOZZLE FLOW(GPM) RADIUS(FEET) 4 3.7 41' 6 5.5 49' 8 7.4 51' 10 9.1 53' 14 12.7 59' 18 15.4 59' IRRIGATION CONTROLLER ASSEMBLY CONTROLLER "A": WEATHERTRAK ET PR03 2-WIRE, 96 STATIONS AVAILABLE, XXX STATIONS USED *MODEL WTPR03-C-2W96-SPT *ADD-ON: WTOF-KEY (FOR OPTIFLOW XR COMPATIBILITY) *ADD-ON: ANT-OMNI AND ANT-CX-CBL (OMNI ANTENNAE AND CABLE - LENGTH AS REQUIRED) *CELLULAR COMMUNICATIONS *COLD-ROLLED STEEL WALL MOUNT ENCLOSURE *LINE SURGE PROTECTION FOR TWO-WIRE PATH: WT2W-LSP CONTROL NOTES: 1. INSTALL TWO WIRE CABLE, PAIGE ELECTRIC P7072D, FOR THE CONTROLLER PER MANUFACTURER'S GUIDELINES. 2. GROUND TWO WIRE CABLE PER MANUFACTURER'S GUIDELINES. INSTALL RAIN SENSOR PER DETAILS. 3. CONTRACTOR TO COORDINATE THIRD PARTY TWO WIRE REVIEW BY CPS DISTRIBUTORS (CONTACT DENNIS LYNCH, PHONE: 720-666-8025). TWO WIRE GROUNDING *INSTALL PER MANUFACTURER'S GUIDELINES IRRIGATION WIRE ROUTING *NOTE THAT THERE IS A SPARE TWO WIRE CABLE REQUIRED. REFER TO TRENCH DETAIL. INSTALL SPARE WIRE WITH ALL MAINLINE AND COILED (30-INCH COIL LENGTH) WITH ALL VALVE BOXES. SPARE WIRE TO HAVE DIFFERENT INSULATION COLOR THAN PRIMARY TWO WIRE CABLE. INDICATES CONTROLLER AND CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES T= TURF, P= PLANTINGS, TR = TREE, SD = SEED NOTE: 1. VALVE BOXES - RAIN BIRD VB SERIES (LID COLOR: GREEN IN TURF, BROWN IN SHRUB BEDS) OR EQUAL FLAG NOTES OEXCAVATE AND EXPOSE COPPER STUB-OUT AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO COPPER PIPE AND EXTEND TYPE K COPPER PIPE TO WINTERIZATION ASSEMBLY. COORDINATE EXACT PLACEMENT OF WINTERIZATION, BACKFLOW, MASTER VALVE, AND FLOW SENSOR ASSEMBLIES WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. OINSTALL WALL MOUNT IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION INDICATED WITHIN RESTROOM MECHANICAL ROOM. ELECTRICAL POWER WILL BE PROVIDED TO CONTROLLER LOCATION. COORDINATE EXACT LOCATION OF ELECTRICAL POWER WITH THE ELECTRICAL DRAWINGS AND NECESSARY TRADES ON SITE. PROVIDE ALL CONDUIT AND CONDUCTORS BETWEEN ELECTRICAL POWER SOURCE AND IRRIGATION CONTROLLER AND MAKE ALL CONNECTIONS. COORDINATE EXACT PLACEMENT OF CONTROLLER WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. O3 CONNECT MASTER VALVE AND FLOW SENSOR TO RESPECTIVE IRRIGATION CONTROLLER PER MANUFACTURER'S GUIDELINES. PROGRAM HIGH FLOW POINT TO 150% OF MAXIMUM FLOW SHOWN ON PLANS. THE MASTER VALVE AND FLOW SENSOR ARE TO BE WIRED DIRECTLY TO THE IRRIGATION CONTROLLER. INSTALL 14 AWG DIRECT BURY IRRIGATION WIRING FOR THE MASTER VALVE AND PAIGE SPEC P7162D-A CABLE FOR THE FLOW SENSOR. INSTALL MASTER VALVE WIRING AND FLOW SENSOR CABLE ADJACENT TO THE MAINLINE PIPE TO THE IRRIGATION CONTROLLER. OINSTALL TWO WIRE CABLES 24-INCHES BELOW GRADE BETWEEN CONTROLLER AND MAINLINE PIPE. INSTALL A PRIMARY AND SECONDARY TWO WIRE CABLE. INSTALL DETECTABLE WARNING TAPE 6-INCHES BELOW GRADE CENTERED OVER TWO WIRE CABLES. COORDINATE TWO WIRE CABLES' INSTALLATION WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. OINSTALL IRRIGATION DECODER GROUNDING EQUIPMENT THAT MEETS CONTROLLER MANUFACTURER'S GUIDELINES AT LOCATION ADJACENT TO INDICATED REMOTE CONTROL VALVE ASSEMBLY. COORDINATE EXACT LOCATION OF GROUNDING EQUIPMENT WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR GROUNDING THE ENTIRE TWO WIRE PATH PER MANUFACTURER'S GUIDELINES. OINSTALL SLEEVES (QUANTITY AND SIZE NOTED ON PLAN) FOR MAINLINE AND TWO WIRE CABLES. INSTALL MAINLINE AND TWO WIRE CABLES THROUGH SEPARATE SLEEVES. THE LARGER SLEEVE IS INTENDED FOR MAINLINE PIPE AND THE SMALLER SLEEVE IS INTENDED FOR TWO WIRE CABLE. INSTALL NYLON PULL CORD THROUGH EACH SLEEVE TO INTENDED TO EASE INSTALLATION OF MAINLINE AND TWO WIRE THROUGH THEIR RESPECTIVE SLEEVE. COORDINATE SLEEVING INSTALLATION WITH THE OWNER'S REPRESENTATIVE AND GENERAL CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. O7 INSTALL MASTER VALVE WIRING AND FLOW SENSOR CABLE ADJACENT TO MAINLINE PIPE. COORDINATE MASTER VALVE WIRING AND FLOW SENSOR CABLE INSTALLATION WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. I � Il l�;,jl I �I �I �I� °�'h.; KEYMAP N.T.S. ��t C�in� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ �� 1� -;,� ��I�r�� Innav�tive � Water Sol�tions CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J � � ~ I..L � m � � � �> > Ww � Q W � � � ~ Z J W O� � O0 J � W i W U� �U � Q m O VJ � Z Q _ � � O � J O UD U � � L.L (� 0 z � J � J O O U � �� � �1/ U L.L O � PROJ. N0. 270702026 DRAWN: JHK CHECKED: RWB APPROVED: RWB DATE: JUNE 11, 2023 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SCALE: IR1.0 SHEET TITLE: IRRIGATION COVER SHEET i� I N � M� ! � �} �� ���_�� �N� r, � \, � � II �� I � I pC � C I-. � I Q 0 � I z � � � s� w m �- � � ,� I � I� � I � / \ � � � � I/ � ,-, OA7 5 15 1 A-2 � I -32 1.5' I I � - I � �j � "-� 77 � I , �„ I ra-a I 9 I `F 1;' �J 1 . __ ,_ ��, � �� ��� _ �-' PROPOSED IRRIGATION ' POINT-OF-CONNECTION ( � SOURCE: 1.5-INCH METER a � (RE: CIVIL) TAPPED INTO 16-INCH ` � _ _ DUCTILE IRON WATERLINE � ����.. ' SIZE: 1.5-INCH �\ .,` • 3 MAXIMUM FLOW: 50 GPM , MINIMUM PRESSURE: 85 PSI - AVAILABLE PRESSURE: 85 PSI � • _ _. . t . . . � � ' ' ' 3 . 4 �. \_. � � -� . as 1.5" SERVICE LINE �' . . ..' . ' ` .. . 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N0. 270702026 DRAWN: JHK CHECKED: RWB APPROVED: RWB DATE: JUNE 11, 2023 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: IRRIGATION PLAN I SCALE: 0' 10' 20' 40' 60' i i i i i 1 ��-2�� I R2.2 3" MIN./ 5" MAX. A. JUMBO VALVE BOX WITH COVER B. FINISH GRADE/TOP OF MULCH C. 1/4" THREADED BRASS CAP D. 1/2" REDUCING MALE ADAPTER E. 1/2" COPPER TYPE K(LENGTH AS REQUIRED) F. 6" PVC CL 200 PIPE (LENGTH AS REQUIRED) G. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL H. BRICK (1 OF 4) I. COPPER PIPE TO BACKFLOW PREVENTION ASSEMBLY (LENGTH AS REQUIRED) J. COPPER TEE K. COPPER MALE ADAPTER (1 OF 2) L. CURB STOP VALVE WITH COPPER SERVICE, THREAD BOTH ENDS M. COPPER PIPE TO EXISTING COPPER PIPE OUTSIDE EXISTING WATER METER NOTE: 1. FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZE UNLESS OTHERWISE NOTED. 2. THIS ASSEMBLY IS INTENDED TO BE USED FOR WINTERIZATION OF BACKFLOW PREVENTION ASSEMBLY, FLOW SENSOR, HYDROMETER AND MASTER VALVE ONLY. ► � WINTERIZATION ASSEMBLY 0 N.T.S. MINIMUM 5 x PIPE � � � 6" MIN. �. BACKFLOW PREVENTER ENCLOSURE (SIZE AS NEEDED) 3. BACKFLOW PREVENTION DEVICE �. TYPE K COPPER PIPE (TYPICAL) (LENGTH AS REQUIRED) ). WRAP PIPE AT PENETRATION WITH 1/4-INCH FELT OR SLEEVE WITH CLASS 200 PVC _. 4-INCH CONCRETE BASE (USE 3000 PSI CONCRETE) =. FINISH GRADE/TOP OF MULCH �. TYPE K COPPER PIPE i. COMPACTED SUBGRADE . HDPE MAINLINE NOTE: 1. FURNISH FITTINGS AND PIPING SIZED IDENTICALLY WITH NOMINAL BACKFLOW PREVENTION DEVICE. BACKFLOW PREVENTION ASSEMBLY A. 12" VALVE BOX WITH COVER 3. FINISH GRADE/TOP OF MULCH C. FLOW SENSOR �. SHIELDED PE-39 COMMUNICATION CABLE TO CONTROLLER _. FILTER FABRIC _. HDPE MAINLINE PIPE �. BRICK (1 OF 4) �. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL . WIRE SPLICE (REFER TO SPECIFICATIONS) J. SCH. 80 PVC X HDPE DR 11 TRANSITION NOTES: 1. ALLOW 10 PIPE DIAMETERS UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM OF STRAIGHT RUN OF PIPE TO ACHIEVE PROPER FLOW REGIME. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 4. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF SENSOR ASSEMBLY. i FLOW SENSOR ASSEMBLY � N.T.S. � N.T.S. 6" MIN. A. 30" LENGTH OF COILED WIRE B. FINISH GRADE C. VALVE BOX EXTENSION (HEIGHT AS REQUIRED) D. WIRE SPLICE (REFER TO SPECIFICATIONS E. JUMBO VALVE BOX WITH COVER F. SOLENOID VALVE G. SCH. 80 PVC X HDPE DR11 TRANSITION H. BRICK (1 OF 4) I. FILTER FABRIC J. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL K. PVC SCH 40 MALE ADAPTER L. TRACING WIRE M. HDPE MAINLINE PIPE ��t C�in� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ �� 1� -;,� ��I�r�� InnaV�stive � Water Sol�tions CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES ��.�- NOTES: � � 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE (SIZED AS SHOWN). 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 5. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID. 6. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF VALVE ASSEMBLY. MASTER VALVE ASSEMBLY d N.T.S. A. FINISH GRADE/TOP OF MULCH B. 10" VALVE BOX WITH COVER C. 6" PVC CL 200 PIPE (LENGTH AS REQUIRED) D. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL E. BRICK (1 OF 2) F. RESILIENT WEDGE GATE VALVE (INTENDED FOR HDPE PIPE) INCLUDING C CLAMPS AND PIPE STIFFENERS G. 3 MIL. PLASTIC WRAP WITH TAPED ENDS H. TRACING WIRE I. HDPE MAINLINE PIPE J. CONCRETE SUPPORT BLOCK USE A MINIMUM OF 3 CUBIC FEET OF CONCRETE NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 2. CONCRETE SUPPORT BLOCK IS TO BE POURED UNDER ISOLATION GATE VALVE INTENDED TO SUPPORT THE WEIGHT OF THE GATE VALVE. THE ISOLATION GATE VALVE IS NOT TO BE SET IN THE CONCRETE. 3. CONTRACTOR'S OPTION TO INSTALL CINDER BLOCK SUPPORTS IN LIEU OF POURING CONCRETE BLOCK. ISOLATION GATE VALVE � AS S E M B LY N.T.S. � �� .� . � 0 - C� J � � _ U � J � � � m � � � w > w � � z w � � O w > w 0 U � Q m VJ Z � J O U �- � � LL L.L � � � - U O � � � � � O U � � Z J J 0 U � � O � PROJ. N0. 270702026 DRAWN: JHK CHECKED: RWB APPROVED: RWB DATE: JUNE 11, 2023 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: IRRIGATION DETAILS SCALE: IR3.0 ��t C�in� NOTES: 1. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 2. BRAND VALVE BOX LID PER SPECIFICATIONS. WDARD VALVE BOX WITH LID ISH GRADE _VANIZED THREADED CAP (SIZE 1CH) �TILE IRON NIPPLE (SIZE 2-INCH) VGTH AS REQUIRED) ZBON STEEL BALL VALVE (SIZE 1CH) _Y-CAM MALE THREAD HDPE �NSITION FITTING, 2-INCH SIZE, �E X CARBON STEEL EPDXY 4TED MALE THREAD �CING WIRE �ER FABRIC CKS (CONTINUOUS END TO END �UND BOTTOM OF VALVE BOX) �E MAINLINE PIPE �E DR11 PE4710 TEE BLOW OUT � AS S E M B LY N.T.S. � POP UP SPRAY SPRINKLER ASSEMBLY N.T.S. 3" MIN./ ;INKLER ;ICATED NLET x EL NOTE: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE TO ABSORB DOWNWARD IMPACT. A. HDPE MAINLINE PIPE B. HDPE DR 11 PE4710 TEE C. 1-INCH HDPE DR 11 PE4710 PIPE, LENGTH AS REQUIRED D. POLY-CAM MALE THREAD HDPE TRANSITION FITTING, 1-INCH SIZE, HDPE X CARBON STEEL EPDXY COATED MALE THREAD E. BRICK (1 OF 2) F. STANDARD VALVE BOX WITH COVER G. 3" MINIMUM DEPTH OF 3/4 " WASHED GRAVEL H. HARCO QUICK COUPLING VALVE ANCHOR I. QUICK COUPLING VALVE J. FINISH GRADE/TOP OF MULCH K. TRACING WIRE NOTES: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. INSTALLATION HEIGHT OF QUICK COUPLER VALVE IN VALVE BOX MUST ASSURE PROPER OPERATION OF QUICK COUPLER KEY. QUICK COUPLING VALVE ASSEMBLY POP UP ROTOR SPRINKLER ASSEMBLY � N.T.S. N.T.S. .� " �A I N / NU I t5: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE (SIZED AS SHOWN). 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTE CONTROL VALVE ASSEMBLY. 5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 6. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF BALL VALVE. 7. INSTALL SO THAT NO GRAVEL IS IN CONTACT WITH VALVE ASSEMBLY. 8. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 9. CLEARLY WRITE STATION NUMBER ON DECODER WITH PERMANENT PEN. REMOTE CONTROL VALVE ASSEMBLY .�" n� i N / ivu i t�: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE (SIZED AS SHOWN). 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTE CONTROL VALVE ASSEMBLY. 5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 6. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID, PROPER OPERATION OF BALL VALVE, AND REMOVAL OF FILTER ELEMENT. 7. INSTALL SO THAT NO GRAVEL IS IN CONTACT WITH VALVE ASSEMBLY. 8. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 9. CLEARLY WRITE STATION NUMBER ON DECODER WITH PERMANENT PEN. � DRI P REMOTE CONTROL VALVE ASSEMBLY A. TWO-WIRE CABLE B. HDPE MAINLINE PIPE C. HDPE DR 11 PE4710 TEE D. HDPE DR 11 PE 4710 PIPE, LENGTH AS REQUIRED E. HDPE DR 11 PE 4710 ELBOW F. LASCO HDPE X MPT HEAVY TURF HDPE TRANSITION UNION FITTING G. FINISH GRADE H. JUMBO VALVE BOX WITH LID I. BUTT FUSION BALL VALVE J. WIRES FROM DECODER K. REMOTE CONTROL VALVE L. DECODER M. WIRE SPLICE, TYPICAL (REFER TO SPECIFICATIONS) N. SCH. 40 PVC MALE ADAPTER (MPT X SOC) 0. PVC LATERAL PIPE P. 3-INCH DEPTH OF 3/4-INCH WASHED GRAVEL Q. FILTER FABRIC R. BRICK (1 OF 4) S. WIRES FROM SOLENOID �. N.T.S. A. TWO-WIRE CABLE B. HDPE MAINLINE PIPE C. HDPE DR 11 PE4710 TEE D. HDPE DR 11 PE 4710 PIPE, LENGTH AS REQUIRED E. HDPE DR 11 PE 4710 ELBOW F. LASCO HDPE X MPT HEAVY TURF HDPE TRANSITION UNION FITTING G. JUMBO VALVE BOX WITH LID H. FINISH GRADE I. BUTT FUSION BALL VALVE J. WIRES FROM DECODER K. REMOTE CONTROL VALVE L. DECODER M. WIRE SPLICE, TYPICAL (REFER TO SPECIFICATIONS) N. PRESSURE REGULATED FILTER 0. PVC LATERAL PIPE P. 3-INCH DEPTH OF 3/4-INCH WASHED GRAVEL Q. FILTER FABRIC R. BRICK (1 OF 4) S. WIRES FROM SOLENOID T. WIRES FROM DECODER .: N.T.S. Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ �� 1� -;,� ��I�r�� InnaV�stive � Water Sol�tions CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES � �� �' � W � � � � � � _ U � J � � � m � (I) � w > w � � z w � � O w > W 0 U � Q m VJ Z � J O U � 1..` O � L.L � � � — U O � � � O J O U � V J � J J 0 U � L.L O � PROJ. N0. 270702026 DRAWN: JHK CHECKED: RWB APPROVED: RWB DATE: JUNE 11, 2023 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: IRRIGATION DETAILS IR3.1 SCALE: ROUND VALVE BOX WITH COVER VISH GRADE/TOP OF MULCH /C SCH. 40 EL /C BALL VALVE /C SCH. 40 TRANSITION NIPPLE (MIPTxMHT) �MPRESSIONxFEMALE HOSE SWIVEL )APTER ZIP LATERAL PIPING MINIMUM DEPTH OF 3/4" WASHED GRAVEL ZICK (1 OF 2) /C SCH 80 NIPPLE (LENGTH AS REQUIRED, 1 - 2) /C SCH 40 EL /C SCH 40 STREET EL (1 OF 2) /C DRIP MANIFOLD PIPE /C SCH 40 TEE OR EL /C SCH 80 NIPPLE (LENGTH AS REQUIRED) ZON E CONTROL VALVE ��� AS S E M B LY N.T.S. A. FINISH GRADE/TOP OF MULCH B. 6" ROUND VALVE BOX WITH COVER C. FLUSH CAP WITH HOSE THREAD CAP D. DRIP IRRIGATION LATERAL E. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL F. BRICK (1 OF 2) G. 90° INSERT FITTING H PINCH CIAMP (1 nF ?l NOTE: 1. INSTALL FLUSH CAP ASSEMBLY AT THE END OF EACH DRIP LATERAL SEGMENT. FLUSH CAP ASSEMBLY � N.T.S. A. DRIP LATERAL PIPE B. EMITTER C. SHRUB (NUMBER AND SIZE OF EMITTERS PER EMITTER SCHEDULE) D. PERENNIAL (NUMBER AND SIZE OF EMITTERS PER EMITTER SCHEDULE) ��t C�in� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ �� 1� -;,� ��I�r�� InnaV�stive � Water Sol�tions EMITTER SCHEDULE PLANT TYPE 5 GAL. LOW SHRUBS EMITTERS PER PLANT 2 SINGLE 2 SINGLE 2 SINGLE 2 SINGLE 2 SINGLE 2 SINGLE GPH PER TOTAL GPH OUTLET PER PLANT 1 GPH 2 GPH 1/2 GPH 1 GPH 1/2 GPH 1 GPH 2 GPH 4 GPH 1 GPH 2 GPH 1 GPH 2 GPH 1 GAL. LOW SHRUBS 1 GAL. LOW GROUND COVER/PERENNIAL 5 GAL. MEDIUM SHRUBS 1 GAL. MEDIUM SHRUBS 1 GAL. MEDIUM GROUND COVER/PERENNIAL NOTE: 1. ALL EMISSION POINTS TO BE LOCATED ON THE UPHILL SIDE OF PLANT MATERIAL. 2. PLACE EMITTERS AT A LOCATION TO NOT SATURATE PLANT ROOTS, LOCATE EMITTERS JUST OFF THE EDGE OF THE ROOT BALL. 3. REVIEW PLANT MATERIAL HEALTH 1 MONTH AFTER INSTALLATION AND ADJUST EMITTER SIZE AND QUANTITY PER CITY FORESTRY DIRECTION. EMITTER PLACEMENT D E TA I L N.T.S. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES � �� .� � w 0 - C� J � � _ U � J � � � m � � � w > w � � z w � � O w > w 0 U � Q m VJ Z � � � U �- � � LL L.L � � � - U O � � � O J 0 U � � Z J J 0 U � � O � PROJ. N0. 270702026 DRAWN: JHK CHECKED: RWB APPROVED: RWB DATE: JUNE 11, 2023 REVISIONS : X X A. DRIP LATERAL PIPE B. 3/4" POLYETHYLENE TUBING: RAIN BIRD XBS BLACK STRIPE PIPE C. EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE (QTY AS REQUIRED) D. EASY FIT REMOVABLE FLUSH CAP: RAIN BIRD MDCFCAP (QTY AS REQUIRED) E. LANDSCAPE DRIPLINE TUBING: RAIN BIRD DRIPLINE MODEL XFCV-06-12 (0.6 GPH/EMITTER) F. TIE DOWN STAKE: RAIN BIRD TDS-050 WIBEND (QTY AS REQUIRED) G. TREE ROOTBALL H. EASY FIT COMPRESSION ELBOW RAIN BIRD MDCFEL (QTY AS REQUIRED) � DRIP TREE RING ASSEMBLY NOTE: 1. CONTRACTOR SHALL INSTALL ALL DRIP TUBING IN TURF AND NATIVE AREAS 2-3" BELOW GRADE. 2. DIAMETER OF DRIPLINE RINGS ARE DEPENDANT ON TREE CANOPY SIZE. 3. CONTRACTOR SHALL CUT DRIP TUBING AT POINT "X" AND INSTALL FLUSH CAP AS TRUNK DIAMETER INCREASES. 4. APPROXIMATE FLOW PER ASSEMBLY IS 0.23 GPM FOR THE 2-RING ASSEMBLY AND .43 GPM FOR THE 3-RING ASSEMBLY. N.T.S. � A. IRRIGATION CONTROLLER INDOOR WALL MOUNT B. 2" PVC SCH 40 CONDUIT AND FITTINGS C. JUNCTION BOX D. TWO WIRE CABLES TO REMOTE CONTROL VALVES E. 1" PVC SCH 40 CONDUIT AND FITTINGS TO POWER SUPPLY IRRIGATION CONTROLLER ASSEMBLY � N.T.S. SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: IRRIGATION DETAILS SCALE: IR3.2 WALL ' , ��t C�in� � C A. IRRIGATION CONTROLLER ASSEMBLY $' B. UL LISTED 5/8" X 10' COPPER-CLAD � GROUNDING ROD Park Planning & Development q C. UL LISTED 4" X 8' COPPER GROUNDING PLATE 215 North Mason Street D. 10" ROUND VALVE BOX WITH COVER Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ CONNECTION: PAIGE ELECTRIC H F. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL � �, G. BRICK (1 OF 4) 4a� H. #6 AWG INSULATED SOLID COPPER WIRE. NO SHARP BENDS. I ��I�I�II� I. SPHERE OF INFLUENCE 500' MAX OR 5 DECODERS �o, g J. EARTH CONTACT MATERIAL, POWERSETo OR BETWEEN GROUND POINTS GROUND ALL DEAD ENDS InnaV�stive POWERFILLo DEPENDING ON SOIL CONDITIONS WHICHEVER IS FIRST 25' AND LONGER Water Sol�tions K. FINISH GRADE NOTES: 1/2" 1. CONNECT ALL #6 AWG WIRES WSIDE THE 1. STRIP ENDS OF WIRE � CALL UTILITY NOTIFICATION CENTER OF COLORADO � CONTROLLER. CONNECT ONE WIRE TO � � �{jj 2. SECURE WIRES INTO WIRE NUT �.; 1-800-922-1987 THE CONTROLLER GROUND LUG AND �� 3. INSERT WIRE NUT INTO GEL-FILLED TUBE USE A#4 SPLIT BOLT TO CONNECT ALL - � 4. POSITION WIRES INTO CHANNELS °R 534-6700 IN METRO DENVER ,� CALL 2 BUSWESS DAYS IN ADVANCE WIRES TOGETHER. q � WIRE PATH 5. CLOSE SPLICE KIT FOR SECURED SEAL BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND 2. EARTH CONTACT MATERIAL MUST OUTSIDE SPHERE E F 2. MEMBER UTILITIES COMPLETELY COVER THE WELD JOINT OF INFLUENCE H -� PLAN VIEW GROUND TWO WIRE CABLE NEAR ' C G 4� ON THE GROUND PLATE. (8-10 ) � i' CONTROLLER PER MANUFACTURER'S K _ � GUIDELINES � i E B D i ii � � �� i ,, _�_ ° 3. 4. � � 5.`�` '� 12" � j � SPHERE OF INFLUENCE �j ;� NOTES: � � � A. TWO-WIRE CABLE ' ' G !'' ' � � � � 1. ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. B. VALVE BOX 10" ROUND OR AS NECESSARY ' I� � i 30 MINIMUM � � � ;� � 2. MAKE ALL WIRE SPLICES IN VALVE BOXES. � J O 3. LEAVE A MINIMUM OF 36" EXTRA WIRE AT ALL SPLICE POINTS. C. REMOTE CONTROL VALVE �;� a F 4. TEST EARTH TO GROUND RESISTANCE AT ALL GROUND POINTS. D. 5/8" X 8' U.L. LISTED GROUND ROD � �.� ;,( � H E. DECODER ;�;1;� ��i � � � � J C 5. EARTH TO GROUND RESISTANCE MUST MEET OR EXCEED MANUFACTURER REQUIREMENTS. F. LINE SURGE PROTECTOR A 6. INSTALL ALL GROUND ASSEMBLIES IN VALVE BOXES. G. BARE AWG #10 COPPER WIRE � � 7. INSTALL GROUNDING EQUIPMENT AS INDICATED ON THE IRRIGATION DOCUMENTS AND AS � m � �/ B ' RECOMMENDED BY THE MANUFACTURER. H. S-6 SPLIT BOLT 1 I IIIIII � L.L SECTION VIEW H I. BARE COPPER CONNECTION ( CADWELD ) Q� J J. REMOTE CONTROL VALVE ASSEMBLY NOTE: J O 1. VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS". ��j = W O w- v0 IRRIGATION CONTROLLER GROUNDING TWO WIRE GROUNDING WIRE SPLICE w U � � �- D E TA I L N.T.S. D E TA I L N.T.S. D E TA I L N.T.S. -��� C� z Jw Oz O � �� � � J OJ O w o _> U w �- U� �� C� � - � �, U Q O m � A MARK SLEEVE LOVATION IN FINISHED GRADE CONCRETE w�TH 3" "X", 1" OFFSET ��_---� -- ------ ----- --------------------------------- --------- -- - - � FROM CONCRETE EDGE A. 10" ROUND VALVE BOX (ONE OF 12" MINIMUM � TWO) A g B. INSTALL TRACING WIRE TO THE i � TOP OF VALVE BOX C. WATER PROOF CONNECTION (SEE _ L" D. P PECSLIEE EOSEE VALVE DETAIL - I I I I I I I-� PROJ. N0. 270702026 E. TAPE COPPER WIRE TO TOP OF B 14„ - A. FINISHED GRADE OF PAVED DRAWN: JHK F E PIPE EVERY 10 FT. i � � �- SURFACE � F. CONTINUOUS LOOP COPPER 24�� - B. SLEEVE FOR LATERAL PIPE CHECKED: RWB TRACING WIRE (SEE A A. WARNING TAPE - C. SLEEVE FOR MAINLINE PIPE APPROVED: RWB SPECIFICATIONS) B. FINISH GRADE 24.. D. SLEEVE FOR TWO WIRE CABLE `�; G. PVC PIPE C. BACKFILL DATE: JUNE 11, 2023 H. TYP. VALVE ,� D. LATERAL PIPE -- -- ELEVATION VIEW �c E. TRACING WIRE �� REVISIONS : H p F. TWO-WIRE CABLE -- - G. MAINLWE PIPE — �� H. SPARE TWO-WIRE CABLE ' ,� ,� E -- -- �� F -- � PLAN VIEW '��-:t` , � D ,�c NOTE: SCHOOLSIDE PARK H 1. INSTALL SLEEVE SO THAT ITS LOWEST ELEVATION OCCURS AT ONE OR BOTH ENDS - NOT ALONG ITS LENGTH. ISSUED FOR: NOTES: BDR SUBMITTAL 1. COPPER TRACING WIRE WILL START AT THE MASTER VALVE AND WILL BE ROUTED WITH ALL MAINLINE PIPE. NOTE: S L E EVE 2. SPLICE TRACING WIRE IN IRRIGATION MAINLINE COMPONENT VALVE BOXES WHEN 1. REFER TO IRRIGATION SPECIFICATIONS FOR COVERAGE SHEET TITLE: POSSIBLE, OTHERWISE, PLACE SPLICE IN SEPARATE VALVE BOX. DEPTH TO BURIED PIPE AND WIRE. IRRIGATION DETAILS D E TA I L N.T.S. TRACING WIRE TRENCH SCALE: D E TA I L N.T.S. D E TA I L N.T.S. IR3.3 a. Required pressure at paint-af-cannection 85 psi b. Pressure loss through the meter - 4 �si c. Pressure lass thraugh the bad�flow i� prevention devioe - psi d. Pressure loss in mainline pi�e from 1 badcflaw prevention devioe to remate cantrol valve - psi e. Pr-essure loss t�rough remote cantrol 3 valve - si f, Pressure lass in lateral pi�e from remate 5 cantral valve ta mQst remate sprinkler - psi g. Elevation change from �aint-of- � 3 connection to mast remote sprinkler (0.43 psi �er foot of eleWation, (+j if sprinkler is lawer, (-) if sprinkler is higher) - psi h. Miscellaneous losses through ather 3 valves, skrainers, etc. (in some cases, this vuill not be applicablej - Si i. Total pos�ible pressure loss (tatal of b 31 throu h h - si j. Remaining pressure (subtract i from a) �4 psi k. Minimum pressure requir�d at s�rinkler ��50 psi I. DifFer�nce subtract ' fram k* 4 si HYD RAU L I C E ST I MAT I 0 N N.T.S. AREA , acres PEAK SEASON DESIGN PLANTWATERREQUIREMENT, inches/day �PERATING LUSS, inches TOTAL DAILY APPLICATION REQUIREMENT, inches T�TAL DAILY APPLICATI�N REQUIREMENT, acre"ft TOTAL DAILY APPLICATION REQUIREMENT, gallons SEASONRL PLANT WATER REQUIREMENTS, inches SEASONAL EFFECTIVE PRECIPITATION, inches TOTAL SEASONAL IRRIGATI�N APPLICATION, inches TOTAL SEASONAL IRRIGATIUN APPLICATION, acre*ft T�TAL SEAS�NAL IRRIGATI�N APPLICATION, aallons TURF 1.86 0.25 o.as 0.33 0.05 16, 831 32.58 2.69 39.85 6.18 2.012.174 NOTES: 1. THE TAP AND METER SIZE WAS CHOSEN TO IRRIGATE THE TURF. ANY SEED IRRIGATION WOULD REQUIRE A LONGER IRRIGATION WINDOW. 2. THE TAP/METER SIZE ALLOWS TURF AREAS TO BE IRRIGATED WITHIN A 6 HOUR PER DAY X 6 DAY PER WEEK IRRIGATION WINDOW. 3. THE TAP/METER SIZE ALLOWS SEED AREAS TO BE IRRIGATED WITHIN A 14 HOUR PER DAY X 6 DAY PER WEEK IRRIGATION WINDOW. 4. IRRIGATION FOR SEED IS INTENDED AS ESTABLISHMENT ONLY. AFTER ESTABLISHMENT ALL SEED ZONES TO BE SHUT DOWN PERMANENTLY. � ANNUAL WATER USE C HART Native 1.42 0.15 0.05 0.20 O.d2 7, 730 19.55 2.69 22.47 2.67 868, 609 N.T.S. Totals 3. 28 Q. 40 0.13 0. 53 o. os 24, 561 52.13 5. 39 62. 32 8. 84 80.783 ��t C�in� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ �� J�����' -;,� ]�;�I���� InnaV�stive � Water Sol�tions CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES � �� �' � W 0 - C� J � � _ U � J � � � m � (I) � W > w � � z w � � O w > w 0 U � Q m VJ Z � J � U �- � � LL L.L � � � - U O � � � O J 0 U � � Z J J 0 U � � O � PROJ. N0. 270702026 DRAWN: JHK CHECKED: RWB APPROVED: RWB DATE: JUNE 11, 2023 REVISIONS : NOTES: 1. THE PEAK SEASON RUN TIME HAS BEEN CALCULATED ASSUMING AN IRRIGATION EFFICIENCY OF 70% AND A PEAK SEASON ETo OF 0.21 INCHES/DAY. THE CROP COEFFICIENT IS ASSUMED TO BE 0.8 FOR TURF AND 0.6 FOR SEED. 2. THE POC SIZE WAS CALCULATED FOR A 8 HR X 6 DAYS/WEEK IRRIGATION WINDOW TO IRRIGATE THE TURF GRASS AND SEED. 3. ADJUST INDIVIDUAL STATION RUN TIMES AS NECESSARY TO ACCOMMODATE TURF/PLANT ESTABLISHMENT, TURF TYPE, TURF/PLANT SOLAR EXPOSURE, SOIL TYPES, WIND, AND SLOPE. 4. ADJUST DRIP RUN TIMES AS NECESSARY FOR PLANT ESTABLISHMENT. RECORD RUN TIMES ON THE RECORD DRAWINGS. 5. BLANK ITEMS TO BE COMPLETED ON AS-BUILT DRAWINGS BY CONTRACTOR. SOIL TYPE - CLAY, SAND, LOAM, ETC. SLOPE - NONE, GENTLE, MILD, STEEP. MICROCLIMATE - SHADE, PARTIAL SUN/SHADE, FULL SUN. 6. PROVIDE LAMINATED COPY OF PEAK IRRIGATION SCHEDULE WITHIN IRRIGATION CONTROLLER ENCLOSURE. IRRIGATION CONTROLLER PEAK SCHEDULE N.T.S. SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SCALE: I R3 .4 SHEET TITLE: IRRIGATION DETAILS � � � 7:l:J �� �ys "; �'C�,y �,� ��� �o S/C '� ; �� �� ��� \ \ TO � � \ �� �� � \ � \ \ i - �\ ��� ��_ � T � � \ �� ��° \� \\ \\ 6__ � \\ \, � ��� � � M -- I � I �� o I I � 1 TORM A1�� INLET I _ N vc74 98 +/— _ SE "RCP-4956.98 _OOR BOX ELEV. = 4957.00 � � � w . � � �� � � / / V �, � I�, . EXISTING UTILITY V' TRANSFORMER, _ _ �� �� 25kVA � � — =�l. ., ` �M� ���REMOVE EXISTING METERED PEDESTAL , c � � �� m � I � C �I (n I m I o �� _ . � � �� � i m � i� � \�1 I�/. , ' �1 �li � � � � SITE PLAN GENERAL NOTES ALL WIRING SHALL BE IN COMPLIANCE WITH THE NEC LATEST EDITION: ALL MULTI-WIRE BRANCH CIRCUITS (120V OR 277V SINGLE PHASE CIRCUITS) IDENTIFIED IN THE PANEL SCHEDULES ORIGINATING FROM SINGLE POLE BREAKER SHAL� BE INSTALLED WITH A DEDICATED NEUTRAL CONDUCTOR FOR EACH PHASE CONDUCTOR. THE NEUTRAL CONDUCTOR SHALL HAVE A TRACER STRIPE (THE STRIPE COLOR SHALL MATCH THE COLOR OF THE PHASE CONDUCTOR). REFER TO THE ELECTRICAL SPECIFICATIONS FOR ADDITIONAL INSTALLATION, CONDUIT DEPTHS, AND SPECIFICATION REQUIREMENTS. ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE TO THE MOST CURRENT LOCAL CODES AND THE NEC LATEST EDITION. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC W1TH PVC COATED GRC ELBOWS AND RISERS TO 4 FEET ABOVE GRADE AND 1 INCH MINIMUM DIAMETER, UNLESS NOTED OTHERWISE. ALL UNDERGROUND COMMUNICATION, ELECTRICAL FEEDER, AND BRANCH CIRCUITS SHALL BE INSTALLED A MINIMUM OF 30 INCHES BELOW GRADE WITH BURIED ELECTRICAL WARNING TAPE INSTALLED DIRECTLY ABOVE BETWEEN 6 AND 12 INCHES BELOW GRADE. CONTRACTOR SHALL PROVIDE PULL BOXES AS REQUIRED TO MINIMIZE THE NUMBER OF BENDS TO MEET CODE. ALL ELECTRICAL DEVICE LOCATIONS SHALL BE COORDINATED WITH THE LANDSCAPE AND CIVIL DRAWINGS/ARCHITECT PRIOR TO ROUGH-IN TO DETERMINE TYPICAL INSTALLATION REQUIREMENTSILOCATIONS IN RELATION TO THE SITE LANDSCAPE AND CIVIL ELEMENTS. UNDERGROUND CONDUIT IS INDICATED BY DASHED LINES, UBE, USE, UPE, OR UC. ROUTE ALL CONDUIT/CIRCUITING ON FINISHED SPACES CONCEALED IN WALLS, ABOVE CEILINGS, OR BELOW FLOORS. ALL CONDUIT/CIRCUITING SHALL BE RUN PARALLEL TO BUILDING WALLS. ANY SURFACE MOUNTED CONDUIT IN FINISHED SPACES OR MOUNTED ON FINISHED SURFACES SHALL BE PAINTED TO MATCH THE SURFACE ON WHICH IT IS MOUNTED. ALL NEW CIRCUITS SHALL HAVE GROUNDING CONDUCTORS IN ALL FEEDERS AND BRANCH CIRCUITS. FOR ALL WEATHERPROOF RECEPTACLE COVERS PROVIDE CAST ALUMINUM, \\\\\\ WHILE-IN-USE WEATHERPROOF TYPE COVERS, HUBBELL-MG58XX SERIES OR \EQUAL. ����� ALL EXTERIOR RECEPTACLES SHALL BE GFI PROTECTED DEVICES AND HAVE \ \\ WEATHERPROOF COVERS. \ \\ \ � � �\ � \ \\ � �� � \� � \ � \\ \ \ \ ��� �\� \ � �\� � \` \ �� \ , � � �� � \� � � \ \ � � � V , ° � � g \\ � � �— ! � �: - � � ��� � � �__ \ . � ° � \\ � _ m o oa \ PROVIDE NEW 150A _ - ` a \ � METERED PEDESTAL Q / � a � \\ �' WITH DISCONNECT � � � / � \\ M ,$ � ' / J � s Qo \ \\ \ Q� , ^ / a \ U , � ' > ' � Q, . \ \ \ BE � g o � � , o � \\\ � ��� ` /' - � � $ n � � e o \ \ �� � 1 � � \ \ Ve .�,�� . .> - . _ \ \\ \ F ;e a , � ,g � $ a� �� � \ \ � � _ o° . � - .° � � �� � � � �� "�� /b � p � • �\ \ \ F �� � o � • � � ��� � � _ �� , \ �� ° ,� � \\ \ �\ \ ` . �3 '% . . ° \ \ \ \ \ � �o � � � \ G�� o� � $ Q o � �� \ � \ � NEW NON-METERED - 0> Q � � � p oe o . " o \ \ �\\\ �� � \ e ELECTRICAL PARK �\� > \ �\ \ \ � � 8 0 \ \ \ \\� \\ � � \ � PEDESTAL, P1 ` m � - • ' \ \ o/ o � \� \\ � . I / o �, , _ � ����,�y�,�� � � _ � � � � / r���� � a ° V � � ��� � �� � � ��� � ° , � � � ��� � � � �� m �`�'. '. ,:;F'�.. , \ \ \ �C REFER TO E-2 FOR SHELTER � ��� � \ � \ \ i � ELECTRICAL PLAN. �\�\� � � � \ � � - \ � o � � � /- m' a \��\ � � \ � — � � � �.� . o � ��; a � � o \ � � � � � i m � \ �� � ��,s �\ �\ �\ � � � � ,o.�� o �; � ,�- Q� o --, � ��� � , � , _ � , 8 � � � �� � \ � , � � e \� �� � � � � � � � , a C � � � , \� � � �� � � � _ t� \ � / m _ o \ $ a .. \ � \�\ \ \ � � � � Q o ; , �:r� $ \ \ � e ° � ��\ � � � , �� , � � \ � � , — 'o � , °� � \ � � �\ �\� � � � � \ ,. „ �� �� �� \ \ �1 c y, � � � � � � � � ll � o—� m Q � . o _ \ \ � \-�\\\ ��� g c , ° ,� � • , %- o / � � `� e 1 � .. � ��� ,. � Q q . . , a � , . \ �� o ,� O v , \ q Qe�v � . � . ve ... \ � \ � °� '$ �oe -g e _. . , _. ; , 0 � �� \o _ � _. \ �— II II \ II II II II — 1 _ RM�7ER MH M-4960.38 F� NW 24"RCP-4956.48 �'� E 24"RCP-4956.36 � ' I SS�RMWATER � LET FL W 24"RCP-4 54.14 FL E 3Q"ADS/PL— 54.09. . , FLOOR BOX ELEV.=4954.14 , �< PROVIDE BRANCH CIRCUIT FEEDER TO RESTROOM BUILDING PANELBOARD. PANELBOARD PROVIDED BY RESTROOM BLDG MANUFACTURER. - - __ _� — SITE ELECTRICAL PLAN SCALE: 1" = 30' 0 15 30 60 SCALE IN FEET ��\� J 1 1 � � \ \\ � � �� �� , 90 � � � \� ��\\\ � \ I � \ �\ \ � \:: � . \ \\\ \ ep \ e\\ \ .. \ \ \\ \ \ \::... \ \ � \ \ \\ e. \\ � �. \ � � — � ���\ � J — — _ / \� � � � � �. i • ELECTRICAL LEGEND • OO J-BOX OO MOTOR � DUPLEX RECEPTACLE � FOUR-PLEX RECEPTACLE � BLANK FACE GFCI PROTECTION DEVICE GFI� 4-PLEX WITH ONE GFI DUPLEX AND ONE GFI PROTECTED STANDARD DUPLEX � SPECIAL NEMA RECEPTACLE � HEAVY DUTY DISCONNECT SWITCH � MOTOR STARTER HEAVY DUTY STARTER- � DISCONNECT � TRANSFORMER � METER Sro THERMAL OVERLOAD SW 6 BRANCH CIRCUIT PANEL Q SURFACE WALL LUMINAIRE O SURFACE CEILING LUMINAIRE O KEYLESS LAMP HOLDER ❑ RECESSED DOWNLIGHT <� RECESSED WALL WASHER � SURFACE OR WALL LUMINAIRE �-Q PARKING LOT POLE LIGHT Q PEDESTRIAN POLE LUMINAIRE �Q FLOOD LUMINAIRE S SWITCH S3 3-WAY SWITCH Sbs OCCUPANCY SENSOR SWITCH ST TIMER SWITCH � PHOTOCELL � TIME CLOCK O EQUIPMENT TAG #O DRAWING NOTE #� FLAG NOTE � BREAKLINE --•---- MATCHLINE — w�,� — WIREMOLD —oPE— OVERHEAD PRIMARY ELECTRIC —osE— OVERHEAD SECONDARY ELECTRIC —uPE— UNDERGROUND PRIMARY ELECTRIC _��_ UNDERGROUND SECONDARY ELECTRIC —ueE— UNDERGROUND BRANCH ELECTRIC —�E— OVERHEAD BRANCH ELECTRIC — uc — UNDERGROUND COMMUNICATION � BOLD LINEWEIGHT AND/OR "N" � N INDICATES NEW DEVICE OR EQUIPMENT � BOLD LINEWEIGHT AND/OR "R" INDICATES DEVICE OR EQUIPMENT � R TO BE REPLACED LIGHT LINEWEIGHT AND/OR "E" INDICATES EXISTING DEVICE TO REMAIN � � DASHED LINETYPE AND/OR "D" 'm INDICATES DEVICE TO BE �+ � REMOVED / DEMOLISHED Know what's belODU. Call before you dig. �� �.��1� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 IN METRO OR 534-6700 DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J � � � � �� m Q� � � � Ww > 0 w � � � ~ Z � �c OG � O� � ..1.� w > w U� �U � Q m O V! � Z Q � � JO J J O U� U � � � � � z � J � J O O U � �� _ � U O � PROJ. N0. 270702026 DRAWN: HFR CHECKED: AEI APPROVED: AEI DATE: JUNE 11, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: SITE ELECTRICAL PLAN SCALE: 1" = 30'-0" � 12" WIDE —� �i,\�j/\�j/\�j/\ V��A��A��: � �. \//,\/\\\//\\ \, ', �,\/; i � i. i ., CONDUIT AS— INDICATED ON PLANS ; /�� �, ��� ELECTRICAL WARNING TAPE 12" ABOVE CONDUIT(S) ���� 30" BELOW GRADE MINIMUM CONDUITTRENCH DETAIL SCALE: N/A OVER EXCAVATE MINIMUM OF 18" BELOW BOX AND BACKFILL WITH GRAVEL DRAINAGE MATERIAL CONDUIT IN AND OUT NON-CONTINUOUSLY CONDUIT IN AND OUT NON-CONTINUOUSLY TYPICAL PULLBOX DETAIL 24" ANCHOR BOLTS PATTERN PER POLE MANUFACTURER — (1#10) 3/4"C BONDED TO POLE AND — GROUND ROD � a 10'X 5/8" GROUND ROD (TYP AT EACH POLE)—{ RE-BAR SHALL HAVE MINIMUM 3" � CONCRETE COVER ,� a .� . SCALE: N/A TYPICAL POWER FEEDER PULLBOX MIN (18"x24"x30"DEEP) QUAZITE PG STYLE SERVICE BOX WITH HEAVY DUTY BOLT ON COVER AS MANUFACTURED BY STRONGWELL d . .a . ° n .� • ,�. SCALE: N/A TO SHELTER LIGHTING'�`-�_ � ��. FLUSH MOUNTED DISCONNECT�� o SWITCHES WITH WEATHERPROOF, � SHALLOW DEPTH, LOCKABLE, METAL COVER, HUBBELL BELL 5028 SERIES OR EQUAL, FOR LIGHT AND RECEPTACLES. MOUNT AT 6'-0" AFG ON COLUMN. LABEL SWITCH "LIGHTS° �GROUT UNDER ENTIRE BASE, PROVIDE 2 WEEP HOLES. GROUT COLOR TO MATCH POLE 2„ �3" CLEAR 30" �ALL SHELTER WIRING SHALL BE MC CABLE ROUTED AND CONCEALED WITHIN STRUCTURAL MEMBERS, COORDINATE WITH SHELTER MANUFACTURER TO PROVIDE WIRING ACCESS AND HAND-HOLES. ANY SURFACE MOUNTED CONDUIT SHALL BE RIGID AND PAINTED AND'RECEPTS" AND PROVIDE /` TO MATCH THE SURFACE ON WHICH IT IS CIRCUIT NUMBER TO IDENTIFY WHAT MOUNTED. THEY CONTROL. n IIII IIII ELECTRICAL CONTRACTOR SHALL IIII PROVIDE CONDUIT OUT OF BASE, INTO COORDINATE WITH GENERAL COLUMN FOR DISCONNECT SWITCHES CONTRACTOR IN REVIEWING SHELTER IIII ABOVE. SUBMITTALS FOR HANDHOLE IIII LOCATIONS AND ACCESS HOLES WITHIN THE STRUCTURAL MEMBERS II�� FOR PULLING OF BRANCH CIRCUITING. ���I ���� ���� a ���� a ° ���� ���� ���� STRUCTURAL FOUNDATION, I�I� REFER TO STRUCTURAL. ���I ���I 30" � �� 1"C IN/OUT OF ��� BASE � �� (1#6) 3/4"C BONDED TO BRANCH ll CIRCUIT EQUIPMENT GROUND, � _ _ _ _ _ _ _ — POLE, AND POLE BASE REBAR. EXACT SHELTER DETAIL AND CONSTRUCTION MAY VARY. DETAIL ABOVE IS A TYPICAL INSTALLATION AND SHALL BE COORDINATED WITH THE SHELTER MANUFACTURER'S COLUMNS AND STRUCTURE. SHELTER LIGHT DISCONNECT MOUNTING DETAIL SCALE: N/A ELECTRICAL DESIGN INTENT FOR FUTURE SHELTER, BY OTHERS. PROVIDED FOR INFORMATIONAL PURPOSES ONLY. 4" GRAVEL� HEAVY TRAFFIC COVER WITH STAINLESS STEEL BOLTS AND NON-SKID SURFACE FINISH 30" � 1" C IN/OUT 72�� OF BASE 6#4 VERTICAL WITH 18" DIAMETER CIRCULAR TIES @ 12" OC, 3@TOP2"OC CONCRETEPOLE BASE REBAR - G60 CONCRETE 4,OOOPSI, W/C .45 PARKING LOT POLE BASE DETAIL V � SHELTER ELECTRICAL PLAN SCALE: 1/4" = 1'-0" / \ FLAG NOTES: 1� PROVIDE RECESSED MOUNT, WEATHERPROOF IN-USE 2-GANG BOX WITH TWO GFCI RECEPTACLES, COLE LIGHTING CATALOG # TL310-WCS-(2) GFCl/WR OR APPROVED EQUAL. ENCLOSURE SHALL HAVE A FLUSH FACEPLATE, FLUSH WITH FRONT FACE OF SURFACE. �� ��� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES � 1 � �� . 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DIFFERENCES BETWEEN MEASURED VALUES AND CALCULATED RESULTS MAY OCCUR DUE TO TOLERANCES IN CALCULATION METHODS, TESTING PROCEDURES, CALCULATION SOFTWARE LIMITATIONS, MEASUREMENT TECHNIQUES, AND FIELD CONDITIONS. CALCULATED VALUES DO NOT TAKE INTO CONSIDERATION AMBIENT LIGHT LEVELS OR SUPPLEMENTAL AREA LIGHTING FROM ADJACENT STREET LIGHTS OR LIGHTS LOCATED ON ADJACENT PROPERTIES. CALCULATED VALUES DO NOT TAKE INTO CONSIDERATION THE TOPOGRAPHY OF THE SITE. CALCULATED VALUES ASSUME A FLAT SITE AND ARE RELATIVE TO THEIR DISTANCE FROM THE LIGHT SOURCE. �'i��l�l�� �i�I�� � L����c�r L�C� �r�� L�Jl�il��l�'� �. � x� ��� " � `���.�!";' �' �_�. � �_ � 5����I$i�ati�r�� EPi4: [�,t��,, ��. �@II{�d�'A: ��• A :; ' wlti�dth; �='� : : ., M�a�l�t��. 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TYPE A - SHELTER LUMINAIRE RECESSED LED LUMINAIRE, FULL CUT-OFF, REFER TO LUMINAIRE SCHEDULE ABOVE FOR ADDITIONAL SPECIFICATION INFORMATION. ,��. ��goa R1MMA LENS - - 1.Omrn � 0.�,. 9mm 23mm 32rnm Q.35" 0.75" 1.4{i" ,;% fl ; T(7RSIt]N �A+iNt:S � I _ �- TYPE 6 - SHELTER LUMINAIRE RECESSED LED LUMINAIRE, FULL CUT-OFF, REMOTE DRIVER. REFER TO LUMINAIRE SCHEDULE ABOVE FOR ADDITIONAL SPECIFICATION INFORMATION. / \ � .a � �.-_�J � �� ��� Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 I DENVER CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES J Q � ~ 1 �� m Q � � � � Ww � Qw � - � ~ z � W OG � �O � ..1.� w � W U� �U V J QM W O �/ / � Z Q _ � J O J J O U� U � � � (� O ` � � � J O O U � �� � � U O � PROJ. N0. 270702026 DRAWN: HFR CHECKED: AEI APPROVED: AEI DATE: JUNE 11, 2024 REVISIONS : SCHOOLSIDE PARK ISSUED FOR: BDR SUBMITTAL SHEET TITLE: SITE LIGHTING PHOTOMETRIC PLAN SCALE: 1" = 30'-0"