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Home My WebLink AboutL1.50_Landscape Details COMMON AREA ROADWAY JOINT FILLER, NO REMOVABLE PLASTIC CAP, SEE SPECIFICATION SECTION 321313. CONSTRUCTION JOINT HOLD JOINT FILLER$"BELOW SURFACE OF CONCRETE. NO SEALANT. Q CONCRETE FLATWORK PER PLANS. Q ASPHALT PAVING \�\\�\\ 6" a 1 BATTER W Z O m �y�, 18�� BASE COURSE VERTICAL STRUCTURE OR OBJECT BROOM FINISH CONTRACTION JOINT SAW CUT JOINT 3 DEPTH OF SLAB AND 4"WIDE SEALED ISOLATION JOINT- CONTRACTION JOINT CONCRETE FLATWORK PER PLANS. \/ /;% R y/2 I LO 'S'r 6" 18" SUBBASE COURSE SEE DETAIL 3/C2.52. SEE DETAIL 3/C2.52. ASPHALT PAVEMENT 1/2" RADIUS C" /A /A ��`� _ PER PLANS C-Da e \\/\/ c I co co N I ° ' a a ° o' °° ' a • a ° a '° 'a ° ° a ° `°� 4-INCH DEPTH CONCRETE. BUILDING OR VERTICAL STRUCTURE seA�eo ISOLATION JOINT JOINT FILLER AND SEALANT,WITH REMOVABLE PLASTIC CAP, SEE SPECIFICATION \� ° ° °� ° ° ° ° �O �O %\��r '��' ASPHALT PAVEMENT 3�, SECTION 321313. � PER PLANS � 4-INCH DEPTH OF MINUS CRUSHED / INI� -� - � \ Vraa � � a CONCRETE FLATWORK PER PLANS. \ \ \ \ \ V��V��V��V� III III III V/�V/�//��`< ° ° ° ° °r IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII y BASE COURSE PER ISPWC SECTION v/j�,j v/i vv/v j vvvvvvvvv - / / / IIIIIIIIIIIII / 800, COMPACTED TO 95/°PROCTOR. v� v� \ \ \ \ \ \ \ \ / IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III v//, w�w�� SUBGRADE \�\�\ VA/VA/V/V/V/VA/VA/VAVA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/V/V/V/VA/\ \ 6 INCH DEPTH C 0 M PACTE D BUILDING 0 R VERTICAL RTI CAL STRUCTURE �iV� V� V� OVA/VA/VA/VA/VA/VA/VA/V OVA/OVA//VA//VA//VA//VA//VA//� \ vv vv \ vv vv vv vv vv vv vv v//v//v//v//v//v//v//v/w//v//v//v//v//v//v//v//v//v//v//v//v//v//v//v//v//v//�� 4" DEPTH OF BASE COURSE PER %w wIIIIIIIIIIIII `%y/y/y�y�y/�y//v v//v//v//v//v//v//v//vIIIIIIIIIIIII �V SUBGRADE REINFORCEMENT 000Rs JOINT FILLER AND SEALANT WITH REMOVABLE PLASTIC CAP SEE SPECIFICATION �� AAVAAVAAVAAVAAVAAAVAA�- \\�\\\�Xv�\�\�x�\ ��j��j��j��j��j��j��j��j��j��j��j��j��j��j��j��j��j��j��j��j��j��j��j��j��//// SPECIFICATION SECTION 312000 r,�� III III -III �i��///�//�//�//�//�//y III -III III III-I1 :1 F �i,,�,,xxx/,�,,�I III III III III=III SECTION 321313. \ \ \ \ \ \ CONCRETE FLATWORK PER PLANS. �\ 4"DEPTH OF BASE COURSE PER VAAVAAVAAVA III III PAVEMENT SECTION TABLE SPEED DOWEL AT DOORS, N0. 4�1 X 12 IN LONG STEEL. START OF CENTER OF SPECIFICATION SECTION 31 20 00 PAVEMENT A B C 2 DOOR OPENING AND WORK OUTWORKS FOR QUANTITY, INSTALL AT 18-IN O.C. ��\\/�\1IIIIIIIIIIII1 1 SECTION UNTIL ONE DOWEL BEYOND DOOR OPENING. 10 INCHES OF 6" MINUS THICKEN CONCRETE FLATWORK TO 6" DEPTH,WHERE PLANS CALL FOR SLAB TO 2.5 INCHES OF SP-3, 4 INCHES OF 2" MINUS UNCRUSHED AGGREGATE NOTES: BE LESS THAN 6"DEPTH. EXTEND THICKEN EDGE FOR 12-IN MIN. PARKING LOT 0.50 INCH MIX, PG 58-28 CRUSHED BASE PER ISPWC SUBBASE PER ISPWC A. JOINTS SHALL BE SPACED EVENLY THROUGHOUT FLATWORK,AS SHOWN ON DRAWINGS. NOTES: ASPHALT SECTION 800 SECTION 801 B. THICKEN EDGE OF CONCRETE FLATWORK TO 6" FOR REINFORCEMENT AT DOORS.THICKEN EDGE SHALL EXTEND 24" FROM F.O.W. 1. CONTRACTION JOINTS AT 10' INTERVALS MAXIMUM (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR CONTRACTION JOINTS). C. FOR REINFORCEMENT AT DOORS FOR PROPOSED FROST WALL LOCATIONS, SEE DETAIL 8/C2.52. NOTES: 2. CONCRETE MIX PER SPECIFICATION SECTION 321313. NOTE: NOTES: D. USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT BETWEEN THE PAVEMENT AND A STRUCTURE MAY 1. CONTRACTION JOINTS AT 10' INTERVALS MAXIMUM (OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR CONTRACTION JOINTS). 1. NON-CONTAINED EDGES SHALL BE CLEAN AND STRAIGHT. HAND TAMP TO PROVIDE A 45'EDGE. 1. JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH OF WALK,AS SHOWN ON DRAWINGS. OCCUR. 2. REFER TO GEOTECHINICAL REPORT B130732g FOR MORE INFORMATION. E. PROVIDE ISOLATION JOINT AT ALL ELECTRICAL FIXTURE BASES AND UTILITY STRUCTURES UNLESS NOTED OTHERWISE. Asphalt Pavement Section 2 Standard Concrete Flatwork 3 Concrete Flatwork - Control Joints Catch Curb and Gutter 5 Reverse Pan Curb and Gutter 1 Scale: NTS Scale: 1" = 1' Scale: 3/4" = 1' 4 Scale: 1" = 1' Scale: 1" = 1' RECYCLED PLASTIC 2x4 NAILER BOARD, "WOOD CARPET" RECREATIONAL SURFACING OR TREX APPROVED EQUAL. PER APPROVED EQUAL, SHALL BE INSTALLED AT A SPECIFICATION SECTION 32 1816. SYNTHETIC GRASS PER ADJACENT MATERIAL/STRUCTURE DEPTH WHICH WILL COMPACT TO NO LESS THAN 6" SPECIFICATION SECTION 32 18 16. PER PLANS. ADJACENT MATERIAL PER PLANS SAFETY PAD PER SPECIFICATION ADJACENT MATERIAL PER PLANS ADJACENT MATERIAL/STRUCTURE SECTION 32 18 16. STANDARD CONCRETE PER PLANS. FLATWORK, SEE DETAIL 1/2" RADIUS ALL 2/C2.50. EXPOSED EDGES. a „ 4"x/ P1 TAPCON, HILTI, RED HEAD OR APPROVED EQUAL. SPACE AT 18" O.C. oo 0 0 0 % o 0 0 0 o 11- NO. 3 BAR, CONTINUOUS. ADJACENT MATERIAL �� 4" DEPTH (MIN.) OF DRAINAGE COURSE (ASTM NO. I-III-III-III-I -III-III-III-III-III-I - PER PLANS. MAX. AND WITHIN 2"FROM END OF EACH _ _ i I-_ 57) PER SPECIFICATION SECTION 31 2000. =1 I1=111=1I - I I1=1I 1=1 1=1I1=1I 1=1 I� CENTER IN SLAB. '��=III-1 � - NAILER BOARD. III -III -III-III III III -I INCREASE DEPTH AS REQUIRED TO SLOPE -III III-III-III-III-III-I I� z "' I '- 11-III=III=111 11\III=III=III=III - "'- -11I-I -III-III-III-III-I 1 -I = SUBGRADE AT 2%TOWARDS DRAINAGE WINDOWS. ------ - • 4"DEPTH (MIN.) OF DRAINAGE COURSE I I--j - -__- - _z . a .. . - I I 1�1=11\1 11-11 11 4 a° (ASTM NO. 57) PER SPECIFICATION -I 1=III=11 =1 -III-I -' -III-� =1 - - CHAT, OR APPROVED EQL., COMPACTED TO 1I1-1II_III_III-III r I -II1=1II- II- ° r SECTION 31 2000. INCREASE DEPTH AS -"'- =III=1 I SEPARATION GEOTEXTILE FABRIC li it II I� > 95/° PD. REQUIRED TO SLOPE SUBGRADE AT 1% III=1 ALONG ENTIRE PERIMETER. SECURE TOWARDS DRAINAGE WINDOWS. it -J I I GEOTEXTILE FABRIC (2) NO. 3 HORIZONTAL BARS, .III - TO NAILER BOARD.TERMINATE FABRIC I I-III- -I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 I _ BASE COURSE. _ i SEE SPECIFICATION III III III III III III III III III III 111 1 I F ° ° ° HOLD 3" FROM EDGES. 2 �P' 2"FROM PROPOSED FINISH GRADE. �_I SEPARATION GEOTEXTILE FABRIC I I_111- � I I -IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III= \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ ALONG ENTIRE PERIMETER. SECURE itllil -III, 1 11 11 11 11 11 11 11111111111 TO NAILER BOARD.TERMINATE FABRIC GEOTEXTILE FABRIC 4" PERFORATED STORM DRAIN LINE, REFER TO = =� 2"FROM PROPOSED FINISH GRADE. SEE SPECIFICATION DRAINAGE PLANS FOR MORE INFORMATION. III III III III III III COMPACTED SUBGRADE. BASE COURSE PER SPECIFICATION TYPE 1 BEDDING COURSE \ ° ° ° ° _ r SECTION 31 2000. TYPE 1 BEDDING COURSE PER ISPWC SECTION 305 //\//\//\//\//\ \//\//\//\\/ ° ° 4" PERFORATED STORM DRAIN LINE, REFER TO PER ISPWC SECTION 305 (SEE SPECIFICATION SECTION 811 DRAINAGE PLANS FOR MORE INFORMATION. (SEE SPECIFICATION SECTION 31 2000) BASE COURSE \ ��A�VA/A� 31 2000 i// // //// NOTES: ) 1. SCORE JOINTS AT 10'O.C. NOTES: NOTES: 2. EXPANSION JOINTS AT 40'O.C. 1. BASE MUST BE INSPECTED BY OWNER'S REPRESENTATIVE PRIOR TO TURF PLACEMENT. 1. BASE MUST BE INSPECTED BY OWNER'S REPRESENTATIVE PRIOR TO EWF PLACEMENT. 3. PROVIDE EXPANSION JOINTS AT THE INTERSECTION OF STRAIGHT CURB AND RADII. 2. CONTRACTORS SHALL COORDINATE FINAL HEIGHT OF DRAINAGE COURSE AS REQUIRED TO ACHIEVE INFILL HEIGHT LEVEL WITH 2. CONTRACTORS SHALL COORDINATE FINAL HEIGHT OF DRAINAGE COURSE AS REQUIRED TO ACHIEVE INFILL HEIGHT LEVEL WITH 4. EXPANSION JOINTS SHALL BE PREFORMED JOINT FILLER OF 3/8"THICKNESS. ADJACENT HARDSCAPE. ADJACENT HARDSCAPE. 5. SCORE JOINTS SHALL BE MINIMUM 1/8"WIDE, 1-1/2" DEEP,AND ROUNDED CORNERS. 3. SUBGRADE BELOW SYNTHETIC TURF AREAS SHALL SLOPE AT 2%MINIMUM TOWARD PERFORATED DRAINAGE PIPES. DRAINAGE 3. SUBGRADE BELOW EWF AREAS SHALL SLOPE AT 2%MINIMUM TOWARD PERFORATED DRAINAGE PIPES. DRAINAGE COURSE COURSE THICKNESS TO BE INCREASED AS NEEDED FOR SUBGRADE SLOPING. THICKNESS TO BE INCREASED AS NEEDED FOR SUBGRADE SLOPING. Thickened Edge Concrete 7 Containment Curb 8 Playground Synthetic Turf q Playground Engineered Wood Fiber Compacted Chat Edge 6 Scale: NTS Scale: 1-1/2"=1' Scale: 1"=1' `� Scale: NTS 1 0 Scale: NTS MAX. 8'O.C. MAX.8'O.C. 4X4 FENCE POST, SEE NOTE 4X4 FENCE POST, SEE NOTE BELOW. PROVIDE 1/2"CHAMFER BELOW. PROVIDE 1/2"CHAMFER r TO ALL EDGES AT TOP OF POST. co TO ALL EDGES AT TOP OF POST. 00 00 2"X 6"CEDAR RAIL 00 00 �c 2"X 6"CEDAR RAIL 00 00 00 00 ca C J co M = J TURF 8„ MULCH AT 0 0 0 0 3/8"CARRIAGE BOLT. COUNTER SINK ON BACK O 0 O o 3/8"CARRIAGE BOLT. COUNTER SINK ON BACK O PLANTER BEDS 00 00 SIDE OF POST. 00 0 0 SIDE OF POST. ,�� 611 G�� cc FINISH \ �� A o o oY; CHAT LANDSCAPE EDGE PER DETAIL CHAT LANDSCAPE EDGE PER DETAIL GRADE �� /��/� �� o 0 10/L1.50 OR ADJACENT LANDSCAPE PER 10/L1.50 OR ADJACENT LANDSCAPE PER ■� TOPSOIL o � PLANS. > > > PLANS. CUT EDGE CHAT LANDSCAPE EDGE PER jam; - 0 21- CHAT LANDSCAPE EDGE PER 2"X 2"8 GAUGE GALVANIZED 0 2` ■� O DETAIL 10/L1.50 OR ADJACENT 'o , �� DETAIL 10/L1.50 OR ADJACENT WELDED WIRE MESH. SECURE o N o o LANDSCAPE PER PLANS. o o LANDSCAPE PER PLANS. BETWEEN RAIL AND POST AND o o o p BEHIND TOP AND BOTTOM p ■� � RAILS 6" O.C. PLACE SEAMS AT o jam`; o SUITABLE FREE DRAINING > > > SUITABLE FREE DRAINING POSTS. o ,b � o o COMPACTED BACKFILL o o COMPACTED BACKFILL 6"DEPTH GRAVEL \\C \\C \� 6"DEPTH GRAVEL � 0 NOTES: ELEVATION ELEVATION SECTION NOTES: SECTION 1. ALL WOOD SHALL BE CEDAR 1. ALL WOOD SHALL BE CEDAR 2. FACE RAIL SIDE OF FENCE TOWARDS PATHWAY UNLESS OTHERWISE NOTED IY 2. FACE RAIL SIDE OF FENCE AWAY FROM POND UNLESS OTHERWISE NOTED M � cc cy) c� CO Cut Landscape Edge Split Rail Fence Split Rail Fence with Wire Mesh _ 00 11 Scale: NTS 12 Scale: NTS 13 Scale: NTS i � 25 cc co Revisions 1. 00 00 v O � r N O FOR SPLIT RAIL FENCE WITH WIRE MESH, INCLUDE WIRE MESH PER DETAIL 13/L1.50. ( �o OF A2, -1 589 ^ `�NDSCAP�' 7��1111 � 0q/15/2025 43 Project No.: 123200 Date of Issuance: 4.15.2025 Split Rail Fence Terminus Project Milestone: CDs 14 Scale: NTS Landscape Details 3 Ll m50