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HomeMy WebLinkAboutSCHOOLSIDE PARK - BDR240009 - SUBMITTAL DOCUMENTS - ROUND 3 - Site Plan I \\\ \\ City Of 16' FCLWD WATER LINE LEGEND Fort Collins I I I EDESTRIAN UNDERPASS EAST °°° ♦ EXISTING TREE 5" CONCRETE PAVING & Develot�men _ t ENTRANCE ° ♦ (TO REMAIN AND BE PROTECTED) I BENCH Park Planning & Development STORMWATER GRATE °° o 8" CONCRETE PAVING j 215 North Mason Street ELECTRIC CABINET ° Fort Collins, Colorado 80521 ° \ TRASH/RECYCLING tel: 970.221.6360 -CONCRETE MH FOR PUMP °♦ www.fcgov.cornparkplanning/ x: � STABILIZED 00 ,t STATION ° ♦ BIKE RACKS ®®®®® CRUSHER FINES WATER METER �� - ° EXISTING FENCE x x SOD � PIT FOR FUTURE �\ I _ � • ► � � '� � � °� FORT COLLINS ��., I � ~� ♦ � CHAIN LINK 4' FENCE j LOVELAND � �°��� � � � � - ��'°.. ���� ♦ � - - PLANTING BED WATER DISTRICT I ♦ ♦ MAIL CREEK PARK PROPERTY OPEN �\ \ TRAIL ALIGNMENT BOUNDARY - - TAP SPACE \ �� EXISTING NATIVE I-EXISTING ri7 PROPOSED GRADING SEED r::-- EXISTING - - I NATIVE ' CONTOUR ELECTRIC I TURF ��, -_ _ �� �� . A ♦ NATIVE SEED CALL UTILITY NOTIFICATION \ , CENTER OFCOLORADO PEDESTAL �2 �� \ ♦ EXISTING GRADING 1-800-922-1987 \ \ CONTOUR IN METRO i (� . . . . . 1�, f RAIN GARDEN OR 534-6700 DENVER CALL 2 BUSINESS DAYS IN ADVANCE EXISTING ELECTRIC / I / �� - _ `� PUBLIC ART NATURAL HABITAT BEFORE YOU DIG,GRADE,OR EXCAVATE METER / ♦ OPEN - LOCATION BUFFER ZONE - - FOR THE MARKING OF MEMBER UTILITIES,UNDERGROUND CABINET/ I I w( SPACE - :: : . ` ` ♦ �. II ' EXISTING �}. . ., E. \ 5 CONCRETE TRANSFORMER PAVEMENT, TYP. - SEE ALIGNMENT/EASEMENT — ,,�� NATIVE \ °° DETAIL A/LS501 I EXISTING TEMP � � � TURF �� k;.. \ ELECTRIC I PEDESTAL TO BE REMOVED I NOTES: EXISTING WATER'� METER FORT . . . . .—. . . . . .� - - - - - -.-- - - - �. .. . . . . . . . . . COLLINS / ° \°�ti� ♦ 1 . Any signage shown is for general location and all signage will SEE SHEET LS104 ° . . . . . . . . . . . . t. LOVELAND �. : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�. . . .. . . . . . . . . . . . . . \ ° WATER DISTRICT ,�_ _ : : _ . . . . . . . . �i . . ., \o °� e revlewe y a separa a sign perm) 0 107'-5 N I . . .. . . . . . . . . . . . . . -- -- ` 2. The Natural Habitat Buffer Zone is intended to be maintained in U 0 �I li : : : : : : : : : : : : : : : :. :-: - :•� G \ a native landscape. Please see Section 5.6 of the Land Use Z Q - ° m _ N PROPOSED - \ �® \� Code for allowable uses within the Natural Habitat Buffer Zone. Q PARK ID � E : : : : : : : : : : : : : : : : : : : : : : : \a SIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - �� I-� - . . - e . . . . . . . . . . . . LU o DETENTION- I 6'-0" - F ���� �� U { LIJ PONDUj ry > U 0 I ALIGNMENT + Pp a - - - - - - - - - - - - - - - - - o °\ .. - - - - - - - - - - - - - ° . . . . . . . . . . . . . . . . . . . go a moo sT� , LL — . 00- LU I:-: :': : :. :. :-:-:- �, SEE SHEE RFC PUBLIC ART J \ LOCATION ww . . - - • . . . . . . . . . . . . . . i i - --- - \ �T k L1J o m 1 ACTIVE . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . \ < > LS 3 Q (jo w � � � i RECREATIONAL \ USE \ \ . . . . . 175'-3 - - = MULTI-PURPOSE \ \ o cn TURF FIELD \o\ \ ♦ \� U EXISTING WOOD � I I �- rn � o �� 33,481 SF �� \ Q � �. ® 8. \ � `� c, FENCE (4FT) LL SE SHEET . . . . . . . .. . . . . . . . . . . . . . . . . . . S X : . 1`' � X 0 0 0 0 0 --- LS102 k OPEN SPACE � = = - - � I _ \.'. . . . . . . . � r eo a - - - —PUBLIC ART .. ov I F I I i �- . --------I------ - -NATIVE TURF- --.-.-.-1-.-.-.- X - 1 - I - �ye� - \� - LOCATION o � _ � oo, G I BL I - - - - - - =_-_ - - - - �X .. o l V - I % - I .K FINES - E \X�- °I � � CRUSHER F SE - 90 rn % ��° . . DETAIL E/LS501 1' 15 UTILITY . . . . . . .....�.--�-. . . . . .-----�- - - - - - - - - - �o o . . - - - - - - - - - - . . . . . . . �e , I ALIGNMENT . . . . . . . . . . . . . . . . . . . . / EX . . - - - - - - . ST ° M �- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:-�. . . . , . _ : : - , . . . . . . . . PROJ. NO. 270702026 - _ _ . .. / O R EXI TIN . . . . . . . . . . . . . . : . . . . . . . . . . . . . . ... ..: -----_ . . . ®. . .S G .., . . .. .. . ,,.: � e /,;:."::"- is m.. : , of - .- � o OPEN � M w - - - - - - - - - �'�/< AC . . . . . . . . . . . . . . . . . . . . . . . . . � � � . : q o o- ��, - DRAWN: SIDEWALK o .;; �' 1 I _ k - - -SPACE- CR " I . , " - R .: .. - - - - - - - - - - - . - s CHECKED: JT - � i. - - � � NATIVE �ko�T � C M a. - - - - - - - - - - - - - - - / - - - - - - /; - - - - - - - - - . . . . - - . . ° TURF e _ = �" o _ ° ` APPROVED: JT � EXISTING - - -I- - - - - . . . . . . . . . . . . . - - - - - - - - - - �� . . . - - - '�- � ;:;" ; ;', " / OPEN i ; STORMWATER .,: - - ,1 F; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ ___ DATE: OCTOBER 23 2024 � I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - — I. IY \ CURB • - - - - • • - • - - - - - /. oo \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SPACE - - - -- - - - - - • - - - - - • . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . / - - - . . . . . . . . . . . . . . . . . . . . . . .� . co = . . . . . . . . . . . . . . . NATIVE. . .' ' ' -- e. . . . . . - .� REVISIONS INLET ` I - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . - — . . . . . . . . ..... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ - 1OPEN -. . . . . . . . . . . . . . . . __ : . : . . . TURF . . . . . . . . . . . . - - - - . . . . . . . : . . -- -- � . . . . . . . . . . . . . . . . �_ I . . . -- - - _ - , - - . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . o i _ _ - ' - . . . . . - � . ! .. . . SPACE _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • . . . . . . . - . - - - - - - . . . . . . . . . . . . . . - - - - - - - - - . . . . . . . . . . . co . . . . . . . . . . . . . .-. . . . . . . �.__-. . . .� .J . . . . .-. . . _ . _ . . . - . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . ,� NATIVE . . c� � . . . . : . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - • - - - _ -- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L . . . . . . . - - - - - -� - - - - - - - - - _ - . _. ._ - - - - - - - - - - - - - - - - - - - - - - - - TURF - - - - - - . . . . . . . . . . . . . _ - - - _ - - -- - e ----------- EXISTING STORM PERMANENT- - - LINE DRAINAGE EXISTING BACON \ EASEMENT i ELEMENTARY SCHOOL I � �` � � ���= OPTIONAL BENCH e, EXISTING FIRE LANE SCHOOLSIDE PARK I ` ___1� __ -20' DRAINAGE E/LS5 5 SEE DETAIL - I STORMWATER / EASEMENT TO CITY ISSUED FOR: MANHOLE �_ EXISTING' OF FORT COLLINS, EXISTING CHAIN STORMWATER REC. NO LINK FENCE (8FT) BDR SUBMITTAL -- CURB 20030083318 INLET I oo I I I SHEET TITLE: - BACON ELEMEN TARY NTARY SCHOOL TEMPORARY O I I � I CONSTRUCTION (PARCEL - LOW DENSITY MIXED-USE OVERALL SITE PLAN r � y I EASEMENT NGHD DISTRICT) I II � li SCALE: 1' = 30' - OVERALL SITE PLAN � C ®► LS1 01 SCALE: 1"=30'-0" o' 15' 30' 60' NORTH City of Fort Collins 7 \ �♦ LEGEND Park Planning \ � ♦♦ ` e & Development ® ♦♦♦ EXISTING TREE CONCRETE PAVING Park Planning & Development ♦♦♦♦ 215 North Mason Street ♦♦ BENCH STABILIZED Fort Collins, Colorado 80521 ♦ tel: 970.221.6360 ♦ 40* CRUSHER FINES a www.fcgov.com/parkplanning/ Sol. 4%# TRASH/RECYCLING o MAIL CREEK— ' SOD TRAIL n ♦, BIKE RACKS ®� ALIGNMENT 4##� `� � CHIAINI�L NK FENCE X X PLANTING BED CHAIN LINK FENCE EXISTING NATIVE STjAv SEED �'��� ♦� PARK PROPERTY • • CR ♦, BOUNDARY NATIVE SEED CALL UTILITY NOTIFICATION ArTR,q� �' � `♦ PROPOSED GRADING CENTER OFCOLORADO ♦� RAIN GARDEN� ♦ CONTOUR i 1-800-922-1987 ` OR IN METRO 534-6700 DENVER ` EXISTING GRADING CALL 2 BUSINESS DAYS IN ADVANCE PUBLIC ART D o p BEFORE YOU DIG,GRADE,OR EXCAVATE LOCATION \ CONTOUR FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES NATURAL HABITAT D T/� BUFFER ZONE (NHBZ) R ♦41� ALIGNMENT/EASEMENT — — — — `` �� ;- NOTES: CHAIN LINK 0 DOUBLE GATE, - SEE DETAIL - 1 . Any slgnage shown is for general location and all slgnage will IRRIGATED B/LS503 0 be reviewed by a separate sign permit�" . SOD CONCRETE PLAYGROUND 0 o Q�.Q'' ��, i I Q / - - - 2. The Natural Habitat Buffer Zone is Intended to be maintained in CURBWALL - � SEE DETAIL _ o o - - - - - - - a native landscape. Please see Section 5.6 of the Land Use L: U F/Ls504 y `� - y Code for allowable uses within the Natural Habitat Buffer Zone. Z Q ♦ m _ P REGULATORY 3. Number of benches may be reduced by 20% without requiring a Q U) p J Gj a SIGN, SEE ' ' � �� minor amendment. ,��'� "\ _ _ PLAYGROUND _ _ ♦ � �j 0J DETAIL =\' - EWF N. 4. Number of landscape boulders may be reduced b 20% without w C/LS503 D �P p Y Y w — U 0 o � Q ' - ; ' , sURFACING �� requiring a minor amendment. G '� CHAIN LINK o o i, / , ,�, - - q g W U GATE, - SEE !; DETAIL - ' Z ♦• Z ® Z 1 1 1 - - - _ - - y -yam NATIVE TURF I ' j 141 BENCH - TYP. W SEE DETAIL '/ ,�� _ - U A/LS505 & B/LS502. /', ''/' ' /' ' ','''' ''' '' _ _ _ _ - _ - _ LU PLAYGROUND , '/ % _ _ _ _ �� E E y - _ _ - _ - - _ - y ���� O � p POURED-IN-PLACE '/ ' ' ' ' BENCH - TYP. O i \ // / ' _ _ _ _ L _ _ - a — SEE DETAIL - ' ' U U ry `�C� � � � � OR EWF � � � � ,/ r � NqT� `i♦ Rq U A/LS505. '' ',' '' ',' \" SURFACING / - _ _ _ _ a �, N - Q. , � ' , ,' � , � , ' ' � , a Lei �\ U - - - - - - - - - - - - - < 0 BIKERACK � ;,, ; ,' ,, , , , , , ,/ , , ' ' / / ' ' ' ' ' ' ' ' ' ' % ' ' ' ' ' � PUBLIC AR F � T STEM ���FR2o U. CAPACITY2 '','''',' '' ', '', ; '''/, '',','''',', '' ', '',','''','„ F_ SIGNAGE, LOCATION ��♦ _ PER RACK OPTIONAL ♦� / - SEE DETAIL E/LS502 � NATIVE TURF / / / / / / / / / . .. .. . .. _ D ® ® � y 17 D PR J N 702026 ,.� 0 0 0 27 / / \ DRAWN: AC riPUBLIC ART \ r CHECKED: JT ' 1 LOCATION - - - - - - - - - - - - - - - - - - - _ y NAT VE TURF LOCA 10 �\ EWF APPROVED: JT - - - _ DRAINAGE y _ _ }� y _ _ Y _ _ Y _ u _ _ - _ - _ y SEE DETAIL _ - _ - - - _ - - - - - _ _ _ - _ _ _ _ _ _ _ _ _ _ - _ _ DATE: OCTOBER 23, 2024 G/LS504 REVISIONS : 1 D y - _ _ - W _ _ _ _ _ _ L y y L y u - - - - - _ _ _ - - _ _ - - - _ - - _ _ - - _ - _ _ _ - CHAIN LINK -- - - - \ ---=-' _ - - - - - - - _ _ _ _ _ _ _ _ _ _ y . FENCING, - L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - SEE DETAIL - OPTIONAL _ u _ _ _ _ _ _ _ _ _ y LANDSCAPE _ y _ _ _ - _ - _ _ _ _ _ - Y _ u - _ NATIVE TURF. _ _ BOULDER, TYP. - SEE DETAIL - SCHOOLSIDE PARK -.. SEE CIVIL FOR ISSUED FOR: _ y y y -- -� BDR SUBMITTAL - GRADING AND `� DRAINAGE SHEET TITLE: - - SITE PLAN ENLARGEMENT SCALE: . 1 " = 10, - SITE PLAN ENLARGEMENT � C ®® LS1 02 SCALE: 1°=10'-0° 0' 5' 10, 20' NORTH City of Fort Collins & Development Park Planning & Development 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkpIanning/ CALL UTILITY NOTIFICATION CENTER OF COLORADO m LEGEND 1-800-922-1987 - � � OR 534-6700 IN METRO DENVER EXISTING TREE CONCRETE PAVING CALL 2 BUSINESS DAYS IN ADVANCE � Q BEFORE YOU DIG,GRADE,OR EXCAVATE / STABILIZED MEMBER UTILITIES FOR THE MARKING OF UNDERGROUND BENCH PARKING CRUSHER FINES TRASH/RECYCLING LOT - 11 I, ; SPACES BIKE RACKS ®..®. SOD J � EXISTING x x PLANTING BED / CHAIN-LINK FENCE CHAIN LINK FENCE ° = EXISTING NATIVE SEED PARK PROPERTY J BOUNDARY NATIVE SEED Q O F 0 - - - _ - SEE CIVIL FOR PROPOSED GRADING — U) RAIN GARDEN . - GRADING AND CONTOUR Z DRAINAGE rn � � I � `� � EXISTING GRADING � D GN CONTOURj 0 - TYP., SEE �' PICNIC TABLE _ - � OPTIONAL BOULDER � DETAIL w _ , �y��� AMPHITHEATER-SEE O� NATURAL HABITAT - - - - - - - - W B/LS505 � —�_ �o DETAIL - H/LS501 BUFFER ZONE LLU > PICNIC SHELTER, ALIGNMENT/EASEMENT - — — — - 0 ry \\ SEE ARCH. -�.' i n OPTIONAL CIP IJ- U) z i a CONCRETE SEAT W 10 z ADA PICNIC-_ x - - - - WALL, SEE DETAIL NOTES: j W TABLE, �` -- � m� n -, SEE DETAIL B/LS505 ----- ------ G/LS501 O U. ® U. 1 . Vault restroom is intended to be a pre-fabricated restroom with O J - w o PLANTING BED - (1 ) ADA accessible gender neutral restrooms. The vault = > (� OPTIONAL SLAB W � STONE STEPS-SEE restroom will have water and electricity but no sanitary sewer 0 0 DETAIL - A/LS502 connection. Park Planning and Development current) has a — g p y (n \� —� - Request for Proposal (RFP) open for the vault restroom and O ti - _w anticipates proposals LL O_ 2. Any signage shown is for general location and all signage will be reviewed by a separate sign permit. GARDEN - _ = RAIN ' II 3. The Natural Habitat Buffer Zone is intended to be maintained in _ I I - _ - a native landscape. Please see Section 5.6 of the Land Use IRRIGATEDSOD Code for allowable uses within the Natural Habitat Buffer Zone. PROJ, N0. 270702026 ---------------1 g ----- \ �" - TOLIET DRAWN: AC ENCLOSURE. - d ADA n SEE DETAIL - CHECKED: JT PARKING 93716 - SPACE , E/LS502 APPROVED: JT " W _ F DATE. 00TOBER 2 2024 VAULT RESTROOM, SEE 3, $¢ _ 00" . NOTES (110 SF, 1-STORY) REVISIONS : o n tltltl o_ " BENCH - TYP SEE DETAIL ® � A/LS505. 40001 P PLANTING BED � - - - - SEE DETAIL N � 1 1 1 1 ® _. - " o 0 " X LXX00 - / SCHOOLSIDE PARK ISSUED FOR: SUBMITTAL _ _ - _ _ _ _ _ _ - _ - . . .. BDR 0 . .. . . . .. . .. . SHEET SITE PLA. ENLARGEMENT SCALE: 1 " = 10' - SITE PLAN ENLARGEMENT LS103 SCALE: 1"=10'-0" 0' 5' 10, 20' NORTH " F E F E k k k F E E k F F F k ♦ � E F E E E F F F E E @ F F F ♦ F F E k F E E F t F E F F E E E F ♦ F F F F F F F F F � F F E F E F F ♦ E E F 6 F F E F F F E F E F E F E F �// �� F F E E E F F F I. o F F E k E F E _ ♦♦ D � f' E E E E F E R F F F F F F E E E ♦ IrTI F E F E F F F F E F F • rn F F F F F F E k k F F F F F F E E E ♦♦ � E n E F F E F E t k F r e F F F E E F P ♦ O I- - @ / F F F t F F F k k F k k F E E F ♦I O F "//�(�\' F F E F E E E V F F F - F n F f F F F E ♦♦ rnc YY7 6 6 E 6 F F F k E r � _ F k F h F F E ♦ p F Zk k F F F F F E F E F F t � r F F F k F ♦ �J F k F E F F F € k € k € E F k F F ♦♦ D m �a k W k F k ♦♦ x TD m > � D D F E E k F F E F E F F k t F R k m 0 F F ♦♦ m z M rn F E E E m 7 -D ♦ m o o F F E F V ', i i E a k k i k F F � k � p W � � F k ♦ m O z 0 o > lCn X Z z z cnr Cnr® 1 ` i V I E E E R E E V F k t I F -� 1 E �. � m tDOm k k k - /� m c� -I _ z 1 F k F �cl) D M t : � � �� F F k c 4 � 1 F k orm = . � N � � m = < 1 cn F m �r0/n1/ D � m 1 F F F E R ` i � F k F //1 1 I f F F M m D - k k E m 1 - -- - - F F F (z � k k t p I F F F V_, 1 m + O y E F F O 11 E F F F nD m � F 1 F O m o 1 F F Z p z k Ik F E � O z D 1 ® m C D r k - -T 1 F � � E F ® F m - n Dcn k 1 (n 010 E F k F ® o rmp � k Ik i F 1 CD c„ m � m R I D Ic I> / r / 1 / ��0 ,� Oe D \ � I O� F E E k � W \\\/..\\\lll\\\����//////���1YYyiiiJJJ,��1 k F F j -/ � m �.. , - 0 p k F k F c 0 � E k k F �m i Wr � (( // cn 2 F k r F I N m z `� X D E k 0 p 7 0D : ZG) � I m �i D U JJ 0 l) -n GOJI ,..rk IZkk E k k r k F R F D C) / m 0/ ' —� � , - F F R I R 40 / m /� �♦ / -♦ ®r7l op r E F F k F ♦ F 4 �♦ 0 W \\\\\ 6 k E F ♦ F - m \ E F k E ♦E �" ��♦♦ \ p Z_ --- F F F P F ♦ F f F' , , \ W r O \ F F ; F F F ,�♦ r W O D m Cn ;u C) m F F 6 f f F k om � 0 m � z0 O / z /� a F k F F F � M m � D � V/ �� � ���\ F F €♦ k t k k E � �� D m ! 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(D ° CDC � CD �• n ill (n = co Cn cn � 0 D 0 0 m m ry p n I m D _0 = �a ;u 0 I - - , v m < -i v m D O �oD n m r m �"J m = LA m � c� � � �m� � � n r � � c� z � 17� � m Dm � U) 0 0 < m z z SCHOOLSI ® E PARK m{W ° zD O0 < m mD"C, w Om � 3 � 3 O - C -n O z O m o O U) c) D m � � `� 0 , N BASIC DEVELOPMENT REVIEW SUBMITTAL W;pom � o � r v nv 2. n m z - o O -I - n �c A cn M (D v 0 o ° cQ r�F po Rl 0 r D T1 0 :.Fn_ � i 0 0 � o � 0 0WL' c:) N CITY OF FORT COLLINS mOmo o Q0 r0 � \ p � CD (p � mmA < G W � Imo oz 00 > > CD 0 NO ODZ ZM O �° � FORT COLLINS COLORADO o�m 70o z CD ADJACENT SURFACING City Of VARIES - SEE PLANS F couim STANDARD GRAY CONCRETE, k Planning BROOM FINISH PARALLEL Development W/LENGTH OF EDGER Park Planning & Development 6" 215 North Mason Street ADJACENT SURFACING Fort Collins, Colorado 80521 VARIES - SEE PLANS tel: 970.221.6360 www.fcgov.com/parkplanning/ Y' NO. 4# REBAR, CONTINUOUS iVA VA VA VA \; ADJACENT SURFACING 1 //\// / / //, ;/ / 95% COMPACTED SUBGRADE ADJACENT SURFACING VARIES - SEE PLANS 4 R. o �\/�\\//\//\/ EQ% EQ, 1/4 RAD. ALL VARIES - SEE PLANS - SEALANT. 1.5% SLOPE OUTSIDE EDGES 1/4" RAD. ALL SPEED DOWEL ° a %" \ eoe 1.5% SLOPE OUTSIDE EDGES _ a ° a AS NEEDED o ° a CONCRETE PAVEMENT ° ° EXP. JT. MATERIAL. \ CONCRETE PAVEMENT °O < L L A < ° W/ FIBER MESH IIIIIIIII—III_ NOTES: CALL UTILITY NOTIFICATION `f' a ° W/ FIBER MESH = a a ° 1 I 1 I11 -IIIIII=III 1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS CENTER OF COLORADO ADJACENT TO CURB DURING CONSTRUCTION-THIS INCLUDES EXISTING 1-800-922-1987 -- �_�---� 95% COMPACTED SUBGRADE — —_�—� 95% COMPACTED SUBGRADE EXPANSION JOINT SAWCUT SCORE JOINT CONCRETE WALK, IRRIGATION, TREES AND LANDSCAPE. OR IN METRO �_ _ _ _ I = _ _� _ _ = 534-6700 DENVER 2. CONTRACTOR TO TAKE SPECIAL PRECAUTION TO NOT OVER EXCAVATE CALL 2 BUSINESS DAYS IN ADVANCE YOU DIG,AROUND EXISTING TREES BFORRTHE MARKING OFDUNDERGROUNDE MEMBER UTILITIES 5" CONCRETE PAVEMENT 8" CONCRETE PAVEMENT CONCRETE PAVEMENT JOINTS CONCRETE LANDSCAPE EDGER (OPTIONAL) ASCALE: 1 1/2"=1'-0" B SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" D SCALE: 1 112"=1'-0" / 1/2" \\ ,J \ O ° \ 811 N U/ \ 1/2" CHAMFER ~ \ a z Q < 1/2" CHAMFER x (D 1 1 1 U) J O ENLARGEMENT o -- ADJACENT SURFACING = Q _ — W O VARIES (BOTH SIDES): N.T.S. (3 = CONDITION VARIES, w — U O SEE PLANS � a \1 = SEE PLANS W v CURVE-RITE ALUMINUM 0� .. EDGER 3000 SERIES (MILL = _ _ _ ° ° CONCRETE WALL - 4" THICK STABIILIZED GRANITE FINISH) 3/16 X 5 1/2 DEPTH == 1 BOARDFORM FINISH W/ z =1 ANTI-GRAFFITI COATING J Lu O Z CRUSHER FINES TOP OF EDGING TO BE MAXIMUM OF 4" = CONC WALL O AS SHOWN ON LAYOUT PLANS = \\//� \\//\\ _ (6.4MM) ABOVE SURFACE w = I 4 O J LANDSCAPE FABRIC J MATERIAL O SLOPE 2% TYPICAL, O /\/ /\ EITHER DIRECTION = \\/\ \\/\\ COMPACT GRADES = I a ° CONIC FOOTING W METAL EDGER- SEE M. — — — — DETAIL F L 1 I I S50 I � I N —III— � \; ,�, .� .�,'�°�; �; .�; '�.�, �, .�;'`.�, "��; �;; •�'"'�, �; �• � III—III— I _ — =1 I TO AVOID SETTLING � — � #5 REINF @ 12 O.C. U COMPACT GRADES _ _ _ a WAY EACH ° U ADJACENT TO EDGING —I 1=1 ALUMINUM U) —I I- < 0 TO AVOID SETTLING STAKES TO LOCK INTO I I—I� I IIII—I�IIII—III—III—III—III—III _ _ III-1�I=1�I-I — 3° CLR m � -III=I I I I I;,I I I III;III=1 I_III ,III=III—III;III=II III I =II El I I—II El I I—I - REMOVE & RECOMPACT PREFORMED LOOPS ON III ,III III I V SUBGRADE TO 95% SPD THE EDGING 2'-0" SECTION CRUSHER FINES METAL EDGER CIP RETAINING WALL (OPTIONAL) ESCALE: V-1'-0" F SCALE: 1 1/2"=1'-0" G SCALE: 1"44' CONCRETE LANDSCAPE EDGER - SEE NO SNAPCUT ON PROJ. N0, 270702026 DETAIL D/LS501 SIDE AT END OF SNAPCUT SIDES OF BOTH BOULDERS ROW WHERE TWO BOULDERS SIT TOGETHER DRAWN: A +I FOR A TIGHT FIT LANDSCAPE BOULDER. ARRANGE INTO CHECKED: JT INTERLOCKING GROUPS OF VARYING SIZES W/ LEVEL TOPS AND VERTICAL SIDES. FINISH GRADE SET BOULDERS IN AN APPROVED: JT 6'-0" _ x PLAN VIEW: NOT TO SCALE OF EACH BOULDER TO VARY WITHIN EACH GROUP. VARIES EXCAVATED DEPRESSION <0o Q FIELD ADJUST WITH MINIMUM 3 DEPTH OF TOTAL DATE: OCTOBER 23, 2024 - o 0 - o 0 1% MIN 1%MINA LANDSCAPE ARCHITECT AND BOULDER HEIGHT. BACK REVISIONS : VARIES-SEE PLANS OWNER'S APPROVAL FILL WITH EXCAVATED SOIL _ CRUSHER FINES PAVING T FINISH GRADE F ..:. 0 S G 0 0 0 = o — BUFF SANDSTONE BOULDER ADJACENT AREA. v o v o 0 0 0 o I —1= 11- � —I — — EXPANSION JOINTW/SEALANT FINISH GRADE o o p ==1 (SIKAFLEX N22) _ vI — _ �� TO MATCH CONCRETE COLOR ' 1= _ _ = I=1 i I_ III—I I 1=III—I I ' I 6 ^-; —III i—III-1 I I—III—I�- . 11 —I -III=III— —III—III—I —1 _ =1 __ MIN' a FILTER FABRIC III / J I—III—I I /- �— — 2 ]I I II I II I II I II I I: sCHooLSIDE PARK SECTION a =1 I : 1=1 11=1 11=1 I IJ„�=�_ 0 0 _ = 1- _I 11=111�_— _ �-1 1=1 11=1 1 11 11=1 11 I -1 I �1TITl-1 II —I -1 I-1 I1 =I 1=1 I—I 11 I—I I I-1 I I—I 11—I 11—I I I—I I I—III—III—III—III—III—III—III—I I I—I I I=III=III= ISSUED FOR: NOTES: = o o = III—III —I 1= I I-1I1=111=1I1=1I I-1I1=111=1I I-111= I =1II-1 I- I I- I -1II-1 I- 11=1I -1II-1I I-1I I-1I -1II-1I I-11I-1I ' _ I-1 I I=1 1 11 IIII—III-1 I I_I 11=1 11 11=1 11=1 I I—I 1 11 11=1 11=1 11='' ' 1 1=I 1 I-1 11 11=1 I BDR SUBMITTAL 1=III — —1 — 3" MINUS CRUSHED — I I III "'— COMPACTED SUBGRADE — 4 111 — III-11�, ,III III-1 I I— —I I- 1. ALL BOULDER PLACEMENT SHALL BE APPROVED BY PROJECT LANDSCAPE ARCHITECT. I— I lI COMPACTED GRAVEL, TYP. 2. BOULDERS TO BE BURIED 4" BELOW SUBGRADE. NOTES: 3. SEAT BOULDERS TO BE SNAPCUT AND SET WITH A FLAT SIDE UP TO PROVIDE LEVEL SEATING SURFACE. PLACE 95% COMPACTED SUBGRADE 1. CONTRACTOR TO STAKE LOCATIONS W/WOODEN STAKE (W/ SIZE NOTED). STAKED LOCATIONS SHALL BE SHEET TITLE: ROCKS TIGHTLY TO EACH OTHER FOR MAXIMUM SEAL & JOINT. HEIGHT OF SEAT BOULDERS TO BE 18". APPROVED PRIOR TO INSTALLATION BY LANDSCAPE ARCHITECT OR OWNER. LANDSCAPE SITE 4. AVERAGE BOULDER SIZE TO BE 301 X 24"W X 16"H. 2. ALL BOULDERS TO BE BUFF SANDSTONE AND SELECTED W/THE LANDSCAPE ARCHITECT. DETAILS 5. STONE SUPPLIER TO SNAPCUT BOULDER PRIOR TO DELIVERY. BOULDERS ARE TO BE SNAPCUT ON SIDES WHERE THEY SIT NEXT TO ANOTHER BOULDER SO THEY FIT TIGHTLY TOGETHER. (NO GAPS GREATER THAN 2.5") SCALE: 6. EASE ANY SHARP EDGES ON BOULDERS. BOULDER AMPHITHEATER (OPTIONAL) LANDSCAPE BOULDER (OPTIONAL) HSCALE 1"=1'-0" I SCALE:3/4"=1'-0" LS501 City of For CoU ins Park Planning & Development SURFACE MOUNT BENCH, PER SPECS Park Planning & Development 2 -6 5 2 x 18 2 x REFER TO SPECS FOR SURFACE MOUNT 215 North Mason Street " " 2" THK. STEEL, Fort Collins, Colorado 80521 ATTACHMENT INFORMATION tel: 970.221.6360 4" DEPTH CONCRETE GALV. KNIFE PLATE www.fcgov.com/parkplanning/ 6" DEPTH AGGREGATE BASE COURSE EO EQ COMPACTED PER SPECS (2) 6" BOLTS W/WASHERS AND NUT, COUNTER SINK BOTH ENDS, TYP. CRUSHER FINES PAVING N CONCRETE SLAB, WITH SEE DETAIL EILS501 THICKENED EDGES AT POSTS d d o a / , / / , ,/ / , = d r 4 Q d 1 d BUFF SANDSTONE SLAB EQ CALL UTILITY NOTIFICATION 95%COMPACTED SUBGRADE _ o —___ CENTER OF COLORADO _ — FRONT ELEVATION 1-800-922-1987 UNIT PAVING N METRO OR 534-6700 DENVER 2"x6" REDWOOD BOARD, CALL 2 BUSINESS DAYS ADVANCE NOTES: TYPE 1 FINISH (TOP) BEFORE YOU DIG,GRADE,IOR EXCAVATE COMPACTED SUBGRADE FOR THE MARKING OF UNDERGROUND SEE SPECIFICATION FOR MORE INFORMATION 6"x6" REDWOOD POST, MEMBER UTILITIES SEE PLAN FOR LAYOUT TYPE 1 FINISH (BEYOND) 1"x8" REDWOOD CORNER } TRIM, TYPE 1 FINISH, SLAB STONE STEPS BENCH FOOTING IN POURED-IN-PLACE SURFACING MITER CORNERS ASCALE: 3/4 1'-0" B SCALE: 1 1/2"=1'-0" (8 PER SIDE) 2"x6" TWO-SIDED OPEN TO V-GROOVE REDWOOD SIDING BACK OF WITH TYPE 1 FINISH WALL (8 PER SIDE) 2"x4" TWO-SIDED V-GROOVE REDWOOD J Q 0 SIDING, TYPE 1 FINISH X I— 0 < (3) 2 x6 REDWOOD BOARD, — V) o C . TYPE 1 FINISH, ALL INSIDE z EWF SURFACING WALLS — _,�. ._. _ CONIC SLAB 0 .,. _......�........... �.. ,......... �_....t...� .._,......,.,:.::,.��.. .:._�:..�:�-- - - — GRAVEL OR 8 THK C 3 DRAINAGE � ' PEA GRAVEL 7 POST CONCRETE J _ CONNECTION, SEE FRONT O . g8a O -I 0 0 0 0 0 0 0 1 :g; VIEW ENLARGEMENT W 4" PERF. PIPE w U 7'-4" O.C. —I I I I I'' FINISHED GRADE, SLOPE C) W U AWAY FROM CHANGING ., 8'-4" ROOM, TYP. RE: CIVIL n/ ^ 1 = o 0 0 0 0 0 0 0 o L.L �/J 0 0 0 0 0 95% COMPACTED SUBGRADE z W Oz J WRAP DRY WELL IN FRONT ELEVATION GEOTEXTILE FABRIC 0 0 0 0 0 0 0 0 0 0 O 0 LL J _ — 6'X6'X6' DRY WELL, BACKFILL POST, HOLD POST OFF FINISH O J 0 0 GRADE AS SHOWN, TYP. W L W/ 1-1/2"AGGREGATE DIA X 6" BOLT WITH NUT AND __— _ =1=1 _ _ _ _ = COMPACTED BACKFILL OR -~- WASHERS, COUNTERSUNK BOTH SIDES, W = I —I_ III-6l- T UNDISTURBED SUBSURFACE = Z GRIND BOLT FLUSH WITH NUT III — ILI , IfI N N a EMBEDDED KNIFE PLATE U U I..L FINISH GRADE < 0 Q : — co LL 14", EMBEDDED FIN INTO � DRY WELL CONCRETE 6" MIN. C SCALE: 1/2"=1'-0" d. 2" THK. X 2" X 5 1" PLATE, GALV., -EQ. WELDED TO KNIFE PLATE SIDE ELEVATION CAP END GRIND 6"x6" REDWOOD POST, SMOOTH - TYP TYPE 1 FINISH (BEYOND) PROJ. NO, 270702026 1"x8" REDWOOD CORNER DRAWN: AC TRIM, TYPE 1 FINISH, MITER CORNERS CHECKED: JT 0 B (8 PER SIDE) 2"x6" TWO-SIDED APPROVED: JT V-GROOVE REDWOOD SIDING DATE: OCTOBER 23, 2024 � . O 0 - WITH TYPE 1 FINISH cfl F_ "ROW 8 PER SIDE _ GALVANIZED METAL COLLAR �" " = ( ) ~ 2"x4" TWO-SIDED REVISIONS MECHANICALLY ATTACHED ' - I V-GROOVE REDWOOD PLAYEiROU D RILE'St r,>d c,rpauM K e"rea 00,ne4 s+o 11 x - f` SIDING, TYPE 1 FINISH STAINLESS STEEL POSTS =- •rf"1WyV*.s4kiopcn dtwh L"&x �� MkI the cE A carWOAPAW0 � 3 DIAMETER - TYP °y'"°° POST CONCRETE a used ra 0* `- 1,AMeuacwWcrI"WWatSWPM CONNECTION, SEE FRONT •cgAP-0aftew " VIEW ENLARGEMENT BOLTED FOUNDATION CONNECTION 1/2" es.cassrocur<nhxced, d 8" THK CONIC SLAB DIA X 12" 900 ANCHOR BOLT W/ PLATE SCHOOLSIDE PARK No 95% SPD - COMPACTED = I= 6 — —7-4 O.C. —I I ADJACENT CONCRETE PAVEMENT ISSUED FOR: —CO SUBGRADE -;,: .;�- — WITH THICKENED EDGE AND _ NOTES: I ' 8'-4" DOWELED EXPANSION JOINT BDR SUBMITTAL _ _ 1. SUBMIT SHOP DRAWING TO BE 95/o COMPACTED SUBGRADE APPROVED BY LANDSCAPE ARCHITECT SIDE ELEVATION SHEET TITLE: 2. CONTACT FUSION FABRICATION INC. AT NOTE: OTHER SIDE IS MIRROR OF THIS SIDE LANDSCAPE SITE 970-690-6856 OR APPROVED EQUAL SUPPLIER DETAILS 3. GENERAL CONTRACTOR TO SUPPLY CONCRETE FOOTER SCALE: HAMMOCK POLES OPTIONAL STEM SIGNAGE (PLAYGROUND) TOILET ENCLOSURE DSCALE: 1/2"=1'-0" E SCALE:NTS F SCALE: 1/2"=1'-0" LS502 48„ City of Fa ins k Plannin, & Development Park Planning & Development 215 North Mason Street City of Fort Collins, Colorado 80521 r Fort Collins Park open 5 a.m. - 11 p.m. tel: 970.221.6360 - tcgoucom/,Darks 1 970-221-6660 www.fcgov.com/parkplanning/ . x 10' WIDTH - REFER TO DRAWINGS i 0 211 4'-0" 3 1/2" GATE ` CALL UTILITY NOTIFICATION POST o -_ CENTER OFCOLORADO 3 2114" 1-800-922-1987 CROSS d OR 534-6700 I DENVER GATE POST-2.875"OD N METRO SUPPORT CALL 2 BUSINESS DAYS IN ADVANCE TYPICAL HEAVY DUTY BEFORE YOU DIG,GRADE,OR EXCAVATE PANIC BAR SYSTEM WITH FULCRUM LATCH FOR THE MARKING OF MEMBER UTILITIES GROUND GATE EXTERIOR LATCH HANDLE W/ STRIKE STRAP 2" CHAIN LINK POST CHAIN LINK FABRIC FABRIC 2" GATE FRAME U) CANE CENTER DROP (TYP 4 SIDES) ui ROD 2" [50MM] SQ GATE FRAME > ASSEMBL „•. (TYP 4 SIDES) TENSION BAR (TYP 4 SIDES) I TENSION BAR III J (TYP 4 SIDES) �` Q . s. _ O � \ z• 0 GROUND SLEEVE 2 1/2" END/CORNER TOP/BOTTOM �� 18" DEPTH IN POSTTOP FABRIC Z Q J CONCRETE ' 1 MIN DEPTH .. r Uj O 36" MIN DEPTH o s Z GATE ELEVATION Y •T �/ �'+ q7 .~'r. '�' �. �'= NOTES: GATE ELEVATION NOTES: w 11 NOTE: 1. TACK WELD ALL HINGES, LATCHES AND CAPS w — r 1 O 1. PEDESTRIAN GATE FABRIC TO BE GALVANIZED 9 GAUGE 1 1/4"MESH KNUCKLED TOP&BOTTOM. 3. CH2. AINLINK N FNG DENCETH OTO BE BE 4BLACK VINYL CLAD.ST WIDTH. 1 COLOR V. METAL I NYL W/GRAFFIGN TI&IPMOVIDED BY CITY OF FORT COLLINS TO BE CMYK 4 L j v 2. ALL POST T BE GALVANIZED. � O OS 0 G 4. FENCING TYPE & MATERIAL CAN BE 2. GENERAL CONTRACTOR TO ATTACH METAL SIGN AND PROVIDE QTY (2) 6"X6" CEDAR 3. CHAINLINK FENCE TO BE BLACK VINYL CLAD. CHANGED WITHOUT TRIGGERING A MINOR POSTS IN 1' DIA. X 3' DEEP CONCRETE FOOTERS. 4. FENCING TYPE&MATERIAL CAN BE CHANGED WITHOUT TRIGGERING A MINOR AMENDMENT. �— AMENDMENT. 3. INSTALLATION OF METAL SIGN, POSTS AND FOOTERS BY GENERAL CONTRACTOR. Z Jw OZ CHAIN LINK GATE - SINGLE CHAIN LINK DOUBLE GATE r STANDARD PARK REGULATORY SIGN 2 U. J ASCALE:N.T.S. SCALE:NOT TO SCALE `�' SCALE: NTS O O L OJ O w O _ > U w � Cn U, U Q O WEATHER TIGHT CLOSURE CAPS 120" mU. FENCE FABRIC KNUCKLED TOP END, CORNER, & PULL WEATHER TIGHT CLOSURE CAPS POSTS 2.875" O.D. 12 GAUGE RAIL TIE, 24" O.C. MAXIMUM WITH OPENING FOR TOP RAILS - t�' � �,: ,!' I y� I I • m a,� ^ � r { (2 7/8' SCHEDULE 40 i } " �` ' ' 1 i 'I TENSION CLAMP 14 GAUGE 1", 15" O.C. LINE POST 2.375" O.D. MAX. (2 3/8") SCHEDULE 40 1 1 TENSION BAR FULL 9 GAUGE CORE HEIGHT 1/4" x 3/4" 6' HT = 2" MESH City Of 4' HT = 1 3/4" MESH PROJ. N0. 270702026 Fo } ��l ins 0.375" O.D. (3/8")TRUSS ` 0 ROD WITH TURNBUCKLE o " DRAWN: AC AND ANCHOR POSTS UNSPLICED 9 GAUGE TENSION CHECKED: JT WIRE @BOTTOM (4' & 6' FENCE) 12 GAUGE RAIL TIE 12" O.C. MAXIMUM 2410 Miles mouse Avenue APPROVED: JT Park open 5 a.m. - 11 & @ 2' FROM BOTTOM (6' FENCING ONLY) fcgov.com/parks Ie7o-zz,-s6so.m. HOG TIE TO FABRIC DATE: OCTOBER 23, 2024 REVISIONS : I I I...I I1 .. I I-1I1=1 1=1I1-1I1-1I I-1 1-1 —III - - - - - -III=1 -1 I=1 I I- -HII FENCE FABRIC =I I I I=• .I1�1=1 III- a i° s -�1 .L- - • ,- � i _ I I—III- NOTES: Qo KNUCKLED BOTTOM —I = III-1 III- 1. TACK WELD ALL HINGES LATCHES AND CAPS N ° I I � I COMPACTED III=1 ° I I � I=1 I � � �i� :,�•��.�'� .�'I�y'� 1ti1; 1211= = 2. FOOTING WIDTH TO BE 4 X POST WIDTH. •IIf ��_ l I _ _ II III- BACKFILL I II I II O ; .� � -11 I- a III. I ail =11 I. 3. ALL POST TO BE GALVANIZED. ,'� :- y r`','� `ti[`y y', ` <�' `�" i` ►►�', , ' , f —I =' = =1 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR _ �, �r 't d '' �` r •�. �a' -s - I- UNDISTURBED II1= {y .,�• '' �r, 1 SUBGRADE �jl= NEW FENCING. - 10 MAX. - 5. CHAINLINK FENCE TO BE BLACK VINYL �. 1�A` ;-#,111r !tp' s. �C' � �ilil � 1Pu '�°* L — S�Y�!'.::+I',���•• r�. .. CLAD. NOTES: SCHOOLSIDE PARK 6. FENCING TYPE & MATERIAL CAN BE 1. METAL SIGN FABRICATED & PROVIDED BY CITY OF FORT COLLINS TO BE CMYK 4 COLOR VINYL W/GRAFFITI FILM. 10" CHANGED WITHOUT TRIGGERING A MINOR 2. GENERAL CONTRACTOR TO ATTACH METAL SIGN AND PROVIDE QTY (2) 6"X6" CEDAR POSTS IN 1' DIA. X 3' DEEP CONCRETE ISSUED FOR: AMENDMENT. FOOTERS. BDR SUBMITTAL 3. INSTALLATION OF METAL SIGN, POSTS AND FOOTERS BY GENERAL CONTRACTOR. CHAIN LINK PLAYGROUND FENCE STANDARD PARK IDENTIFICATION SIGNAGE SHEET TITLE: DSCALE:NOT TO SCALE E SCALE:NTS LANDSCAPE SITE DETAILS SCALE: • City of SI ins Park Plannin,, & Development ADJACENT SURFACING Park Planning & Development VARIES, SEE PLANS 215 North Mason Street 8" STANDARD GRAY CONCRETE, Fort Collins, Colorado 80521 www.fcgov.com/parkplanning/ to : 7 . 1/2"R EDGES, BROOM FINISH PARALLEL W/LENGTH OF EDGER CONCRETE THICKENED EDGE Of 4Y2 U M = ;1=��I_ /I- /I- /I- /I- CONCRETE WALK W/ -7;-� ;- ENGINEERED WOOD FIBER - 2.5 THICK EDPM WEAR COURSE THICKENED EDGE d -, -, -, - -, 12 DEPTH MIN - SEE DETAIL a a G/LS504 FOR DRAINAGE SHREDDED SBR CUSHION LAYER. /I_ FLUSH TRANSITION FROM ° d ° a d a d DEPTH VARIES PER FALL HEIGHT. CONIC TO PLAY SURFACE 1 1 = O° ��%\/// ° �''`7''`�''` \'-7 N0. 4# REBAR, CONTINUOUS - TYP - CN ° a Q a 4 CONCRETE BASE I''�I'' — - #4 18"OC VERT,#4@8"OC / / il- /I; /I- il- '�•'�•_'�•_'�•_'�`_'�"�`' ENGINEERED WOOD FIBER - o 0 0 0 \ \\ \ FABRIC WEED BARRIER a a - /I- /I- /I- /I- /I- /I- /, - — — — HORIZ, CENTERED IN WALL CALL UTILITY NOTIFICATION �xvJ _ \///\/// a \/\/ _ _ a d �.�_���. 12" DEPTH MIN d I- /I- /I- /I- /I- /I- /I- /I- /I- /I- / ° a CENTER OFCOLORADO \\ \\ COMPACTED SUBGRADE, 95% SPD - 1=-, '=�, 1=- 1=-, 1=-, '= 1=- �, 1=-, '' - 1 _ _ 4 THICK CDOT 57 COMPACTED oR ° ° U ;;;- 87 N0. 4# REBAR, _ i6 8 I I - - - IN METRO \ \ a \ REMOVE & RECOMPACT TO 95/° III d a % — 534-6700 DENVER _ \ \\�\ \\\ \\ \\ \\ STD PROCTOR DENSITY — �;\,`,\, \, \,`,\,`,\,,`,\,�_ CONTINUOUS - TYP _—_ �_ __—_ AGGREGATE SUB-BASE CALL 2 BUSINESS DAYS IN ADVANCE %I�I-�I�I-� _ _ BEFORE YOU DIG,GRADE,OR EXCAVATE \/// /\// ///\/ \///\/// — = d / / / / / / / / / _ _ _ _ _ _ FOR THE MARKING OF UNDERGROUND \\ \\ \\ \\ \ \\ \ a I% /i%il% /i% /?% /i% /?%il%il', — — — MEMBER UTILITIES ° , �,, // / / � ,f— FABRIC WEED BARRIER =III COMPACTED SUBGRADE, 95% SPD EQ- EQ _ 6" - =6I' _I8..= __ _ _ I_ _ _ I_ COMPACTED ° 1 -i III NOTE: CONTRACTOR TO COORDINATE POURED-IN-PLACE —1 -1i1—I SUBGRADE, 95/° SPD 1 SURFACING THICKNESS WITH SURFACING INSTALLER CONCRETE PLAYGROUND EDGER THICKENED EDGE AT ENGINEERED WOOD FIBER POURED-IN-PLACE SURFACING AT THICKENED EDGE (OPTIONAL) ASCALE: 1 112"=1'-0" B SCALE: 1 112"=1'-0" � SCALE: 1 112"=1'-0" SEE PLANS FOR ADJACENT SURFACING J 0 SURFACE MOUNT FENCE ACCORDING TO Q MANUFACTURER'S SPECIFICATIONS, 5'-0" AT 12:1 SLOPE SEE CHAIN LINK FENCE DETAIL- D/LS503 ENGINEERED FOR DETAILING OF FENCE SECTION 7 Q 1'-10�" 1,_0„ WOOD FIBAR- 1"CHAMFER BOTH SIDES m 12" DEPTH MIN 12" ENGINEERED WOOD FIBER, � SEE DETAIL G/LS504 _j 0 7 � � J PLAY PIT EDGE 0 ce) N W W 0 U DOWEL (3)TOTAL =II Q W _ ! r EACH RAMP III 6-0 VARIES ENGINEERED WOOD j ° Z = = _ o FIBER = III=III= a 1:12 MAX— CIDz = cWc 0 Z d — z _— LL #4@18"OC VERT,#4@12"OC J PIP RUBBER SURFACING -I -I -I 0LL = III= _ 1 _ N - —III_ ° HORIZ, EACH FACE, 2 CLR 0 SEE DETAIL H/LS504 - 1 I1 I III-i =1I I �- 1 =__ I -111 OUTSIDE FACE OF WALL. J -tea w -III _ - O o COMPACTED SUBGRADE II1 1 I 1'-6" -I 1 1= #4 @ 18" OC MAX — W CONCRETE CURB TO TAPER PIP w (GR 40) _ _ #4 @ 18" OC MAX I -�— a d — — 3"MINIMUM PEA GRAVEL BASE W (#4@ 12") — 1 — — SUFACING TO MEET SUBGRADE _ _ U 1 07 COMPACTED 2 - #4 BARS, CONTINUOUS. z ° — — — — COMPACTED SUBGRADE- Q 0 J SUBGRADE, 95/o SPD _ _ _ _ _ 95%SPD NOTES: NOTE: ALL RAMP LOCATIONS TO BE ADJUSTED ACCORDINGLY IN THE FIELD DUE TO III- =III—I 1=1 �1011 LL 1. SURFACING TO MEET REQUIRED USE ZONE DEPTHS. SURFACING TO BE INSTALLED PER MANUFACTURERS z PLAYGROUND EQUIPMENT LAYOUT. LANDSCAPE ARCHITECT TO HAVE FINAL APPROVAL. m RECOMMENDATIONS FOR CRITICAL FALL HEIGHTS. Q ry 0 Iii POURED-IN-PLACE/ENGINEERED WOOD FIBER TRANSITION (OPTIONAL) Or- CONCRETE RAMP SECTION CONCRETE WALL PLAY AREA W/ FENCE DSCALE: 1 1/2"=1'-0" SCALE:SCALE:3/4"=V-0" F SCALE: 11/2"=1'0" 45 PVC FITTING W/ PROJ. N0, 270702026 4" SLOTTED PVC THREADED CLEAN- S&D PIPE OUT & PLUG DRAWN: AC ENGINEERED WOOD FIBER PER SPECS. CHECKED: JT MINIMUM 12" DEPTH IN ALL PLAY AREAS APPROVED: JT _ 3" LAYER OF CLEAN PEA GRAVEL 2.5"THICK EPDM WEAR COURSE DATE: OCTOBER 23, 2024 TO DAYLIGHT — — — — — `� SBR CUSHION LAYER. DEPTH VARIES 1% MIN. PER FALL HEIGHT. NOTES: REVISIONS : — a d 4"CONCRETE BASE REFER TO DRAWINGS FOR PROPOSED 2% SLOPE TOWARDS EWF 24" 24" GRADING AND SLOPE INFORMATION c 4"COMPACTED AGGREGATE SUB-BASE 1 . PLAY SURFACING TYPE PLAYGROUND EDGER - SEEA/LS504 = 11=1 l=1 l= I=1 SUBJECT TO CHANGE BASED ON = _ PRICING AND PROJECT BUDGET. - - '- 2. CHANGE IN TYPE OF PLAY - - - -- - --- -- - - - - -- - SURFACING SHALL NOT REQUIRE — — ~� �� I I I i I— I _ I � NOTES: A MINOR AMENDMENT. SCHOOLSIDE PARK — — 1. SLOPE OF SUBGRADE SHALL BE DIRECTED TOWARDS DRAINAGE SUBDRAINS OR FOR GENERAL SITE POSITIVE ENTIRE LENGTH OF AREA: 4" III GEOTEXTILE MIRAFI FABRIC TO DRAINAGE. ROUND SLOTTED RIGID PVC — COMPLETELY SURROUND DRAIN 2. REFER TO GRADING AND LAYOUT PLANS FOR FINISHED GRADES AND MATERIALS INFORMATION. ISSUED FOR: SUMP AND PEA GRAVEL 3. TAPER POURED-IN-PLACE SURFACING TO MEET SUBGRADE PER MANUFACTURER'S RECOMMENDATIONS. BDR SUBMITTAL DRAIN PIPE. SLOPE IN TRENCH 4. ROUGH FINISH TOP OF CONCRETE CURB TO ACCEPT POURED-IN-PLACE SURFACING. PER PLAN. LOCATE HOLES DOWN WITH FABRIC. OVERLAPPEA CLEAN GRAVEL ALL EDGES 12"MIN.AND PIN 5. REFER TO PLANS FOR COLOR INFORMATION AND DRAINAGE LOCATION. IN BOTTOM OF TRENCH. PROVIDE AROUND PIPE 6. SURFACING TO MEET REQUIRED USE ZONE DEPTHS. SURFACING TO BE INSTALLED PER MANUFACTURERS SHEET TITLE: CLEAN-OUT AT TERMINUS RECOMMENDATIONS FOR CRITICAL FALL HEIGHTS. LANDSCAPE SITE DETAILS ENGINEERED WOOD FIBAR (EWF) DRAINAGE POURED-IN-PLACE SURFACING (OPTIONAL) SCALE: GSCALE: 314"=1'-0" H SCALE: 1" 4' ins OnoMIN �^ _ k Planning & Development Park Planning & Development 215 North Mason Street r Fort Collins, Colorado 80521 _ tel: 970.221.6360 www.fcgov.com/parkplanning/ r t 'Z i CALL UTILITY NOTIFICATION FORMS+SURFACES - KNIGHT TABLE ENSEMBLE (OR APPROVED EQUAL) CENTER OF COLORADO BACKLESS BENCH / BACKLESS BENCH WITH ADA OPTION 1-800-922-1987 FORMS+SURFACES - KNIGHT BENCH (OR APPROVED EQUAL) IN METRO 6' LENGTH; BACKED; 2 ARMS ALUMINUM FRAME; POWDERCOAT ARGENTO TEXTURE OR 5 — 7 DENVER ALUMINUM FRAME; POWDERCOAT ARGENTO TEXTURE ALUMINUM SLATS; POWDERCOAT DARK CORTEN TEXTURE FORMS+SURFACES - CAPITAL BIKE RACK (OR APPROVED EQUAL) BEFORE YOU DIG,GRADE,CALL 2 BUSINESS DAYSIN ADVANCE OR EXCAVATE MARKING OF ALUMINUM SLATS; POWDERCOAT DARK CORTEN TEXTURE NO UMBRELLA HOLE CAST ALUMINUM; POWDERCOAT ARGENTO TEXTURE FOR THE MEMBER UTILITIES GROUND SURFACE MOUNT PER MANUFACTURERS SPECIFICATIONS SURFACE MOUNT PER MANUFACTURERS SPECIFICATIONS SURFACE MOUNT PER MANUFACTURERS SPECIFICATIONS (QUANTITY - 5 TOTAL) (2) STANDARD (2) ADA (QUANTITY - 10 TOTAL) BENCH PICNIC TABLE BIKE RACK A SCALE: NTS NOTE: QUANTITIES AND/OR MANUFACTURER MAY CHANGE B SCALE:NTS NOTE: QUANTITIES AND/OR MANUFACTURER MAY CHANGE SCALE: NTS NOTE: QUANTITIES AND/OR MANUFACTURER MAY CHANGE WITHOUT TRIGGERING THE NEED FOR A MINOR AMENDMENT. WITHOUT TRIGGERING THE NEED FOR A MINOR AMENDMENT. WITHOUT TRIGGERING THE NEED FOR A MINOR AMENDMENT. THOMAS STEELE DIVISION THROUGH HOLES 0 86 5 FOR 3/8" BOLTS 8 GRABER MANUFACTURING, INC. V) 1080 UNIEK DRIVE 0 2 3/8" TUBING — �+ WAUNAKEE, WI 53597 TUBING COUPLES TO POST CC P(800) 448-7931, P(608) 849-1080, F(608) 849-1081 ON INTERNAL MOUNT G o WWW.MADRAX.COM, E-MAIL: SALES@MADRAX.COM ATTACHMENT m U) JO HEAVY GAUGE 4" SQUARE STEEL TUBIN w O w - UO SOLID STEEL END FRAME ZINC PLATED CHAIN QLLI � U - CD W z jLu OZ 2 LL J p a- 72 0 LL —J GRADE 0 w O O STANDARD CITY OF FORT COLLINS PARK 3/16" X 1 1/4" STEEL BAR o > r DEPARTMENT RECEPTACLES OR SIMILAR W >- (QUANTITY - 2 SETS) 0 1 1/4" STEEL TUBING � 0 TRASH & RECYCLING QO 8" ANCHOR RODS INCLUDED � U D � U L.L SCALE:NTS PRODUCT: LABS-6-SWING-IG (OR APPROVED EQUAL) O CONFIDENTIAL DRAWING AND INFORMATION IS NOT TO BE COPIED OR DISCLOSED SITE FURNISHING IS POWDER COATED WITH TGIC POLYESTER. Q DESCRIPTION: LANGDON 6 FOOT HORIZONTAL STRAP TO OTHERS WITHOUT THE CONSENT OF GRABER MANUFACTURING, INC. STEEL SURFACE PREP INCLUDES MECHANICAL AND CHEMICAL m LL ALL LINES TO BE 4"WIDE SWINGING BENCH, IN GROUND MOUNT SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. ETCHING FOLLOWED WITH A COATING TO IMPROVE ADHESION AND CORROSION RESISTANCE. WHITE PAINT ON ASPHALT BASKETBALL HOOP DATE: 5-2-18 ©2018 GRABER MANUFACTURING, INC. ALL PROPRIETARY RIGHTS RESERVED. ENG: SMC BENCH SWING OPTIONAL SCALE: 1/2"=1'-0" q PROJ. N0, 270702026 T DRAWN: AC `"` CHECKED: JT /+ APPROVED: JT 4'-0" DATE: OCTOBER 23, 2024 MAX - SHOOTER'S SQUARE, RE. 79 SPECS REVISIONS 0 0 R6'0,, "-� O N �Lf- Upper 'ATEr r O WSP 15'-011 o mid WW O 41-011 N �' SCHOOLSIDE PARK �'• 'HPY CONCRETE COURT ISSUED FOR: Lower BDR SUBMITTAL I _ - COMPACTED SUBGRADE "ATW CONCRETE FOOTING PER _ SHEET TITLE: 40-0 „, �; MANUFACTURERS SPECIFICATION LANDSCAPE SITE I• ��al=���--.� NOTES: 1'-3" NATIONAL SPORTS PRODUCTS / RALLY MASTER BACKBOARD; VERTICAL (OR APPROVED EQUAL) DETAILS 1. BASKETBALL COURT TO BE POST TENSION CONCRETE. 10' X 16' (4" FENCE POSTS) 2. COURT BOUNDARY LINES TO BE 4"WIDE PAINTED WHITE LINES. VERTICAL; SOLID-CORE, DENSE PLASTIC PANELS; 3/4" UV STABILIZED PANELS SCALE: BASKETBALL COURT LAYOUT BASKETBALL BACKBOARD, NET & POLE TENNIS BACKBOARD (OPTIONAL FSCALE: 1/8"=1'-0" G SCALE: N.T.S. H SCALE: NTS LS505