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Home My WebLink AboutPROSPECT AND CENTER PEDESTRIAN UNDERPASS - Filed STR-STREETS - 2018-06-055011 5010 CENTER AVE AGGIE VILLAGE SOUTH BLD 20 AGGIE VILLAGE SOUTH BLD 18 PROSPECT ROAD LS202 LS201 LS202 LS201 4'-0 3 4" 1/LS203 5 5 7 7 9 9 4 6 6 8 8 5 5 4 6 7 7 6 8 8 9 9 10 10 11 11 12 13 13 14 14 15 15 16 16 17 17 18 19 18 19 20 AGGIE VILLAGE NORTH 5010 5011 5011 CENTER AVE AGGIE VILLAGE SOUTH BLD 20 LS202 LS201 LS202 LS201 AGGIE VILLAGE SOUTH BLD 21 1 2 3 5 4 22 22 1 2 2 3 3 4 22 5 4 19 20 21 21 20 M DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S 0 40 feet 1" = 20' 20 60 80 NORTH LAYOUT & MATERIALS LS 202 2 LS505 TREE PROTECTION FENCE 1 LS501 11 2" 5'-2" 4'-7" 5'-4 3 4" 3'-3 1 4" 4'-11 3 4" 4'-0 3 4" 5'-2" 4'-7" 3'-8" 3'-8" 4'-0 3 4" 3'-3 1 4" 4'-0 3 3'-5 4" 3 4 " 3'-8" 1 1 2 " 2'-9" 4'-3" R3" 5'-11 4" 3'-1 3 4" 5'-103 4'-7" 4" 4'-3" 3'-5 3 4 " 3'-8" 3'-8" DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN 1. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH AAN SPECIFICATIONS FOR NUMBER ONE GRADE. PLANT AND LANDSCAPE MATERIAL IS SUBJECT TO APPROVAL BY THE UNIVERSITY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. ANY SUBSTITUTION OR ALTERATION OF PLANT OR LANDSCAPE MATERIALS IN LOCATION, SPECIES, TYPE, ETC. SHALL BE ALLOWED ONLY WITH APPROVAL OF THE LANDSCAPE ARCHITECT AND CSU FACILITIES. 3. PLANTING BEDS TO BE MULCHED TO A DEPTH OF 4" WITH RECYCLED WOOD CHIP MULCH. SUGGESTED SOURCE: HAGEMAN'S EARTH CYCLE. (CONTACT CSU LANDSCAPE ARCHITECT PRIOR TO PLANTING ANY DECIDUOUS TREES.) 4. ALL TREES IN TURFED AREAS TO RECEIVE 6' DIA. MULCH RING WITH 4" DEPTH. MULCH. FORM BASINS AT TREE AND SHRUB PLANTINGS. TREE WRAP TO BE APPLIED IN LATE FALL AFTER INSTALLATION, AND REMOVED THE FOLLOWING SPRING. REMOVE ANY STRING OR WIRE AROUND TREE TRUNKS AT TIME OF INSTALLATION. (CONTACT CSU LANDSCAPE ARCHITECT PRIOR TO PLANTING ANY DECIDUOUS TREES.) 5. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY SOD AND OTHER SITE IMPROVEMENTS DISTURBED OR DAMAGED DUE TO THEIR OPERATIONS. REPLACEMENT SOD SHALL BE LAID ON A FIRM BED WITH TIGHT JOINTS AND WITHOUT VOIDS. ALL TURF AREAS TO BE SODDED WITH BLUE GRASS SOD BLEND. 6. CONTRACTOR IS TO MAINTAIN ALL PLANTINGS AND ASSOCIATED IRRIGATION SYSTEM INSTALLED UNDER THIS CONTRACT UNTIL FINAL ACCEPTANCE AND TURNOVER TO OWNER. THIS MAINTENANCE SHALL INCLUDE PROPER WATERING OF ALL PLANTS, AND MOWING OF TURF IF NECESSARY. SEE SPECIFICATIONS. 7. ALL PLANT MATERIAL WILL BE COVERED BY A ONE (1) CALENDAR YEAR WARRANTY. THE CONTRACTOR SHALL REPLACE DEAD, UNHEALTHY, OR OTHERWISE UNSATISFACTORY MATERIAL THROUGHOUT THIS PERIOD. THE WARRANTY SHALL BEGIN UPON FINAL ACCEPTANCE OF THE JOB. 8. MULCH BEDS WHERE ADJACENT TO TURF AREAS SHALL BE EDGED WITH A HAND DUG EDGE AT 6" DEPTH. 9. ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. ALL SHRUB & PERENNIAL AREAS TO BE IRRIGATED WITH A DRIP & BUBBLER SYSTEM. TURF AREAS SHALL BE IRRIGATED WITH A POP-UP SYSTEM. COORD IRRIGATION DESIGN WITH CSU FACILITIES. 10. ALL TREES SHALL MAINTAIN A MINIMUM INSTALLATION DISTANCE OF 6 FEET FROM WATER & SEWER SERVICE LINES AND 4 FEET FROM GAS LINES 11. ALL SHRUBS SHALL MAINTAIN A MINIMUM INSTALLATION DISTANCE OF 4 FEET FROM WATER, SEWER & GAS LINES. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL TRASH, AND CONSTRUCTION DEBRIS. 13. TURF: NO EQUIPMENT OR MATERIALS SHALL BE PARKED OR STORED ON EXISTING TURF AREAS WITHOUT PRIOR APPROVAL FROM GROUNDS MAINTENANCE IF PARKING OCCURS ON LANDSCAPED AREAS, THE CONTRACTORS RESPONSIBILITY WILL INCLUDE REPAIRING SOIL COMPACTION AND REPLACEMENT OF SOD AND OTHER DAMAGED PLANT MATERIAL. 14. FOR ALL DISTURBED/COMPACTED AND PROPOSED PLANTING AREAS INCLUDING TURF, SEE SPECIFICATIONS FOR RIPPING, AMENDING, SUB-GRADE PREPARATION, AND PLANTING SOIL REQUIREMENTS. 15. AMEND ALL SOIL AT A RATE OF 5CY/1,000SF OF ORGANIC COMPOST PER SPECIFICATIONS. PROTECTION AND PRESERVATION OF EXISTING TREES: 1. TREES TO BE SAVED SHALL HAVE A PROPERLY CONSTRUCTED 5011 5010 CENTER AVE AGGIE VILLAGE SOUTH BLD 20 AGGIE VILLAGE SOUTH BLD 18 PROSPECT ROAD LS202 LS302 LS301 LS302 LS301 UNDERPASS AGGIE VILLAGE NORTH CENTER AVE PROSPECT ROAD NOTE: PLANTING IN THIS AREA TO BE DESIGNED AND INSTALLED BY OTHERS UNDERPASS 11 CO 4 CC 2 SI 1 PC2 11 CC 14 PC2 4 RG3 2 RH 4 RH 1 PC3 7 PFY 1 PC3 34 FS 24 CO 2 PC2 26 BB 2 MZ 1 AR 5010 5011 5011 CENTER AVE AGGIE VILLAGE SOUTH BLD 20 LS202 LS302 LS301 AGGIE VILLAGE SOUTH BLD 21 11 CO LANDSCAPE PLAN LS 302 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S 0 40 feet 1" = 20' 20 60 80 NORTH 3 PFY 3 MZ 15 FS 3 MZ 2 PC2 21 CO 12 PFY 4 PFY 2 MZ 2 PC2 8 FS 9 FS 5011 5010 CENTER AVE AGGIE VILLAGE SOUTH BLD 20 AGGIE VILLAGE SOUTH BLD 18 PROSPECT ROAD LS202 LS302 LS301 LS302 LS301 UNDERPASS AGGIE VILLAGE NORTH CENTER AVE PROSPECT ROAD NOTE: PLANTING IN THIS AREA TO BE DESIGNED AND INSTALLED BY OTHERS UNDERPASS LANDSCAPE PLAN LS 303 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S 0 40 feet 1" = 20' 20 60 80 NORTH 235 sf MW 2,250 sf MW 359 sf MW 305 sf MW 363 sf MW 1,353 sf MW 262 sf 5010 5011 5011 CENTER AVE AGGIE VILLAGE SOUTH BLD 20 LS202 LS302 LS301 LS302 LS301 AGGIE VILLAGE SOUTH BLD 21 11 CO LANDSCAPE PLAN LS 304 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S 0 40 feet 1" = 20' 20 60 80 NORTH 102 sf MW 8 sf MW 383 sf MW 171 sf MW 256 sf MW C1-314 C1-314 PLANTING DETAILS LS 305 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S 2 1/2 X ROOTBALL DIA. ROOT CROWN 2" ABOVE EXISTING GRADE 4" MULCH BACKFILL MATERIAL SUBGRADE REMOVE WIRE TIES AND BURLAP FROM TOP 1/2 OF ROOTBALL FINISH GRADE WEBBING AT FIRST BRANCHING OR MIN. 1/3 TREE HEIGHT FILTER FABRIC UNEXCAVATED OR COMPACTED MOUND UNDER ROOT BALL TO PREVENT SETTLING NO SOIL BUILDUP OVER ROOT FLARE 3 LODGEPOLE PINE POSTS PER TREE 6" 1 DECIDUOUS TREE PLANTING 1" = 1'-0" WEBBING AT 1/3 HEIGHT OF TREE 2 1/2 X ROOTBALL DIA. ROOT CROWN 2" ABOVE EXISTING GRADE MULCH. BACKFILL MATERIAL REMOVE WIRE TIES AND BURLAP FROM TOP 1/2 OF ROOTBALL FINISH GRADE UNEXCAVATED OR COMPACTED MOUND UNDER ROOT BALL TO PREVENT SETTLING SUBGRADE FILTER FABRIC NO SOIL BUILDUP OVER ROOT FLARE PLANTING DETAILS LS 306 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S NOTE: 1. WHEN BACKFILLING AROUND PLANTS, DO NOT ALLOW AIR POCKETS TO FORM 2. AFTER PLANTING, WATER THOROUGHLY THOROUGHLY AMEND SOIL TO DEPTH PER SPECIFICATIONS TYPICAL PLANT LAYOUT SEE PLANT LIST NOTES FOR SPACING PERENNIAL/ GRASS PLANTING NTS 1" = 1'-0" EQUAL MULCH AMENDED SOIL MIX TO DEPTH PER SPECIFICATIONS PLANT MATERIAL 1 C1-314 C1-314 SITE DETAILS LS 501 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S ELEVATION SECTION 1/LS503 BASE PLATE 5-1 2" X 5- 1 2" X 3 4" 6'-0" O.C. TYP 6" GUARD RAIL 3/4" = 1'-0" 3" 3 3 4" REF. CIVIL FOR FINISH GRADE ELEVATIONS 1 LS503 GUARD RAIL-POST 2" X 3 4" FLAT STOCK STEEL LS503 1 3" REINF. REF. STRUCTURAL 1" DIAM. 19 GAUGE TUBE STEEL PICKET EPOXY FINISH. NOTE: ALL CONNECTIONS 1 8" FILLET WELD. REF. SPECS FOR RAILING COLOR. 1" R. FLUSH WITH TOP OF RAIL 11 2" 11 2" SITE DETAILS LS 502 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S 12" #4 NOSE BAR TYP. #4@8"OC #5@8"OC 8" TYP. 6" 6" AGGREGATE BASE COURSE GUARDRAIL @ STAIRS 1/2" = 1'-0" 12" 2% NOTE: REF. PLANS FOR RAILING POST LOCATION. HANDRAIL TO COMPLY WITH LATEST ADA CODE. MAX 6'-0" O.C. BETWEEN POSTS. 4" 11" 1/2" MAX R. TYP. 1" 1" MAX. BATTER 31 4" 3 LS503 1-1/4" DIAM. STD STEEL PIPE 0.140" THK. EPOXY FINISH 1" DIAM. 19 GAUGE STEEL PICKET EPOXY FINISH. 1-1/4" DIAM. STD STEEL PIPE 0.140" THK. EPOXY FINISH 2 LS503 STAIR HANDRAIL / GUARDRAIL PLAN EXPANSION JOINT REF. CIVIL C 5.7 EQ EQ CHEEK WALL FOOTING PER SITE DETAILS LS 503 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S PLAN SIMPSON STRONG-TIE TITEN HD 5 8" x 6" MODEL NO. THD62600H (ICC-ES ESR-2713) WITH 5" EMBEDMENT GUARD RAIL-POST 1" = 1'-0" 1'-0" BASE PLATE 5-1 2" X 5- 1 2" X 3 4" EQ EQ NOTE: ALL CONNECTIONS 1 8" FILLET WELD. REF. SPECS FOR RAILING COLOR. WHERE WALLS ARE WIDER THAN 1'-0", GUARDRAIL POST TO BE 6" O.C. FROM INSIDE WALL FACE. 2" X 3 4" FLAT STOCK STEEL 2" 51 2" CONDITIONS WHERE WALL IS THICKER THAN 1'-0", POST TO BE 6" O.C FROM INSIDE FACE OF WALL. 6" 1 P-IN-CSU-28 PLAN SIMPSON STRONG-TIE TITEN HD 5 8" x 6" MODEL NO. THD62600H SITE DETAILS LS 504 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S SECTION HOLD FINISH GRADE 2" BELOW TOP OF WALL 3 4" CHAMFERRED EDGE 1'-0" PRECAST CONC WALL BY OTHERS 10" NDS EZFLOW BUNDLE MULCH AS SPECIFIED REINF. PER STRUCTURAL WATER PROOF MEMBRANE TOP OF WALL SLOPE @ .5% COMPACT SOIL TO 95% STD. PROCTOR NON COMPACTED PLANTING SOIL IRRIGATION CONNECTION REF. TO IRRIGATION DETAILS PLANTER WALL / UNDERDRAIN 3/4" = 1'-0" 4 LS503 SKATESTOPPER @ PLANTER WALL CLEAN SAND BACKFILL WRAPPED IN FILTER FABRIC 1 P-IN-CSU-35 PLANTER OVERFLOW DRAIN 1" = 1'-0" PVC CONNECT TO STORM ELL OR TEE AS REQUIRED 4" ADS N-12 DRAINAGE PIPE COMPACTED SUBGRADE FLAP VALVE 1-2" DIAMETER COBBLE WASHED ROCK FINISH GRADE SLOPE TO DRAIN SITE DETAILS LS 505 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S STEEL EDGING 1 1/2" = 1'-0" FINISH GRADE AT PLANTING AREA MULCH IN PLANTING AREA STEEL EDGING: 3 16" X 4" WITH 16" TAPERED STEEL STAKES COBBLE MULCH LANDSCAPE FABRIC 1 P-IN-DET-34 NOTE: PRIOR TO CONSTRUCTION ALL PROTECTED TREES SHALL HAVE ORANGE PROTECTION BARRIER FENCING ERECTED. AS A MINIMUM FENCING SHALL BE SUPPORTED BY 2"X2" OR SIMILAR STURDY STOCK. FENCE SHALL BE ERECTED SIX (6) INCHES BEYOND THE DRIP LINE OR SIX (6) FEET FROM THE TRUNK, WHICHEVER IS GREATER, EXCEPT IN LOCATIONS INDICATED ON THE TREE PROTECTION PLAN. 6'-0" O.C. DRIP LINE + 6", MIN. 6' TREE PROTECTION FENCE 2 3/16" = 1'-0" P-IN-CSU-15 RAM LOGO - LOCATION 3/16" = 1'-0" REF PLANS FOR LOCATION 3 P-IN-CSU-38 C1-314 C1-314 LINER - A 2'-0" 9 3 4" 3'-2 1 4" 3'-6" 2'-6" 6'-0" 2'-0" 1'-3" 10" 2'-11" 2'-0" 2'-0" 9" 1'-4" 4" 4'-7" 1'-3" 1'-6" 6" 9'-0" 2'-0" 2'-0" 9'-0" 5'-0" 11" 1'-10 3 4" 3'-2 1 4" 6'-0" 4'-0" 2'-0" 1'-21 4" 2'-0" 2'-1" 4" 2'-7" 2'-0" 1'-2" 3'-8" 2'-0" 1'-73 4" 1'-0 1 4" 7'-0" 9'-0" 4'-4" 2'-0" 2'-8" 4'-4" 4'-4" 1'-8" 6'-0" 2'-81 4" 7 1 2" 1'-0 1 4" 6" LINER - B LINER - C 1" Recessed panels from main surface Smooth wood form Finish . Chamfered Score Joints, typ 3/4" x 3/4" relief. PRE-CAST PANEL DETAILS LS 508 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: 9'-0" LINER - A LINER - A INVERTED LINER - B LINER - B INVERTED LINER - C LINER - C INVERTED 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 9'-0" LINER - A LINER - A INVERTED LINER - B LINER - B INVERTED LINER - C LINER - C INVERTED 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" Form Liner Pattern 2 Form Liner Pattern 1 PRE-CAST PANEL PATTERN ELEVATION LS 509 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S 0 60 feet 1" = 30' 30 90 1 LS510 C1-314 C1-314 9'-0" LINER - A LINER - A INVERTED LINER - B LINER - B INVERTED LINER - C LINER - C INVERTED 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 9'-0" LINER - A LINER - A INVERTED LINER - B LINER - B INVERTED LINER - C LINER - C INVERTED 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" LINER - A LINER - A INVERTED LINER - B LINER - B INVERTED LINER - C LINER - C INVERTED 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" Form Liner Pattern 2 Form Liner Pattern 2 Form Liner Pattern 1 Form Liner Pattern 1 Form Liner Pattern 2 LINER - A LINER - A INVERTED LINER - B LINER - B INVERTED LINER - C LINER - C INVERTED 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" PRE-CAST PANEL LAYOUT PATTERNS LS 510 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S 1 4" 1 4" 1 4" 3 4" 1 4" 1 4" Varies, refer to elevations. PRE-CAST CONCRETE PANEL JOINTS 6" = 1'-0" standard Panel Interior Score joint, typical. 3/4" wide x 3/4" deep. interior dimension 1/4" wide. precast panel face to have a smooth finish. Gray areas on elevations are 1" recessed panels with chamfer edges. 3 4" Precast Panel Edge, typ. Chamfer score joint is half of standard joint. Panel Edge Joint. 1 P-IN-CSU-30 Formliner Patter Application. 1. Begin form liners at stone headwalls and work outward. 2. Follow patterns as laid out in elevation above. 3. When wall panel is larger than 9' pattern, repeat pattern from bottom up until full height of panel is achieved. 4. When panel is narrower than the 6' template, reduce dimension from the center, making sure that both edge score joint designs match formliner so next panel score joints align. Southside - West Wall. Begin pattern at this point and work south to end of precast panel and CIP formliner walls. Northside - East Wall. Begin pattern at this point and work south to end of precast panel and CIP formliner walls. Southside - East Wall. Begin pattern at this point and work south to end of precast panel and CIP formliner walls. Northside - West Wall. Begin pattern at this point and work south to end of precast panel and CIP formliner walls. C1-314 C1-314 DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S 0 32 feet 1" = 16' 16 48 1 LS510 C1-314 C1-314 8" ROUND DOMED CAST IRON INLINE GRATE 8" ROUND DOMED CAST IRON INLINE GRATE PLAN SECTION 6" NOTE: NYLOPLAST INLINE DRAIN AND CAST IRON GRATE ARE AVAILABLE FROM ADS ADVANCED DRAINAGE SYSTEMS, INC., (866)888-8479 OR www.ads-pipe.com 1'-0" 8" ADS INLINE DRAIN W/ ADAPTER CONCRETE COLLAR NOTE: OVERFLOW DRAIN TO BE LOCATED 6" MINIMUM ABOVE 100 YEAR FLOOD LEVEL. REF PLANS FOR LOCATION FILTER FABRIC- 12" LAP 2 P-IN-CSU-20 SECTION HOLD MULCH 2" BELOW TOP OF WALL 3 4" CHAMFERRED EDGE MULCH AS SPECIFIED 1'-0" REINF. PER STRUCTURAL TOP OF WALL SLOPE @ .5% NON COMPACTED PLANTING SOIL DRAIN THROUGH PLANTER WALL 3/4" = 1'-0" 10" NDS EZFLOW BUNDLE 1'-6" MAX 6" PVC SCHEDULE 80 SLEEVE THROUGH WALL. ALIGN BETWEEN VERT. REINF. 4" SOCKED PERF PIPE 2 LS504 PLANTER OVERFLOW DRAIN "T" CONNECTION TO STORM AS REQUIRED CONNECT TO STORM 3 P-IN-CSU-32 C1-314 C1-314 (ICC-ES ESR-2713) WITH 5" EMBEDMENT STAIR HANDRAIL / GUARDRAIL PLAN 1" = 1'-0" BASE PLATE 5-1 2" X 5- 1 2" X 3 4" NOTE: ALL CONNECTIONS 1 8" FILLET WELD. REF. SPECS FOR RAILING COLOR. 2" X 3 4" FLAT STOCK STEEL 1-1/2" X 1" X 1" MOUNTING PLATE WELDED TO POSTS JULIUS BLOOM PART#322 HANDRAIL MOUNTING BRACKET GUARDRAIL HANDRAIL 11 2" 2 P-IN-CSU-33 SECTION STAIR HANDRAIL / GUARDRAIL SECTION 1" = 1'-0" NOTE: ALL CONNECTIONS 1 8" FILLET WELD. REF. SPECS FOR RAILING COLOR. 11 2" 1-1/2" X 1" X 1" MOUNTING PLATE WELDED TO POSTS JULIUS BLOOM PART#322 HANDRAIL MOUNTING BRACKET 2" X 3 4" FLAT STOCK STEEL HANDRAIL 1-1/4" DIAM. STD STEEL PIPE 0.140" THK. EPOXY FINISH GUARDDRAIL 1-1/4" DIAM. STD STEEL PIPE 0.140" THK. EPOXY FINISH SIMPSON STRONG-TIE TITEN HD 5 8" x 6" MODEL NO. THD62600H (ICC-ES ESR-2713) WITH 5" EMBEDMENT BASE PLATE 5-1 2" X 5- 1 2" X 3 4" 3 P-IN-CSU-36 SECTION 1' THK. CONC. WALL. SLOPE TOP OF WALL TO DRAIN 3 4" CHAMFERRED EDGE WITH SKATE STOPPING CLIP 8' O.C. SKATESTOPPER @ PLANTER WALL 1/2" = 1'-0" ELEVATION 8'-0" 1 2" EXPANSION JOINT. ALIGN WITH PAVING JOINTS UNLESS OTHERWISE INDICATED IN PLANS. REF SPECS FOR EXPANSION JOINT MATERIAL SKATE STOPPING CLIP. CENTER ON EXPANSION JOINT 8' O.C. ISOMETRIC VIEW SKATE STOPPING CLIP. BARRETT ROBINSON MODEL FA135. HARD ANODIZED ALUMINUM. INSTALL PER MANUFACTURERS INSTRUCTIONS NOTE: SKATE STOPPING CLIP TO BE INSTALLED ON ALL PLANTER WALL SIDES ADJACENT TO UNDERPASS WALKWAYS HEIGHT VARIES REF. CIVIL 3 4" CHAMFERRED EDGE HOLD FINISH GRADE 2" BELOW TOP OF WALL 1'-0" REINF. REF. CIVIL CONC. SLAB REF. CIVIL MULCH 4 P-IN-CSU-37 C1-314 C1-314 STRUCTURAL FIELD VERIFY DEPTH 1 P-IN-CSU-27 CONCRETE STAIR WITH HANDRAIL 1/2" = 1'-0" 1 LS503 GUARD RAIL-POST 12" 11" CLR 11" TYP 8" TYP. 6" 1'-11 4" 12" 11" 1" 8" 12" TYP. #4 NOSE BAR TYP. #4@8"OC #5@8"OC 1/2" MAX RADIUS TYP. 6" AGGREGATE BASE COURSE 2% 1" MAX. BATTER 2% DOWELED EXPANSION JOINT REF CIVIL C 5.7 EXPANSION JOINT REF. CIVIL C 5.7 CHEEK WALL FOOTING PER STRUCTURAL FIELD VERIFY DEPTH NOTE: REF. PLANS FOR RAILING POST LOCATION. HANDRAIL TO COMPLY WITH LATEST ADA CODE. MAX 6'-0" O.C. BETWEEN POSTS. 1-1/4" DIAM. STD STEEL PIPE 0.140" THK. EPOXY FINISH 2 P-IN-CSU-19 ELEVATION 1-1/4" DIAM. STD STEEL PIPE 0.140" THK. EPOXY FINISH BASE PLATE 5-1 2" X 5- 1 2" X 3 4" 6'-0" O.C. TYP GUARD RAIL-@ 6" WALL STEP 3/4" = 1'-0" 3" 3 3 4" 3" 1" DIAM. 19 GAUGE STEEL PICKET EPOXY FINISH. NOTE: ALL CONNECTIONS 1 8" FILLET WELD. REF. SPECS FOR RAILING COLOR. 6" O.C. 11 4" 1 1 4" 1 LS503 GUARD RAIL-POST 4" FINISH GRADE 3" 1-1/4" DIAM. STD STEEL PIPE 0.140" THK. EPOXY FINISH 1-1/4" DIAM. STD STEEL PIPE 0.140" THK. EPOXY FINISH 4" MAX CLEAR BETWEEN POSTS 3 P-IN-CSU-25 C1-314 C1-314 2" 4" 3 4" MULCH AS SPECIFIED 1-1/4" DIAM. STD STEEL PIPE X-STRONG 0.191" THK. EPOXY FINISH 1-1/4" DIAM. STD STEEL PIPE 0.141" THK. EPOXY FINISH 6" O.C. FROM INSIDE FACE OF WALL 1 P-IN-CSU-01 ELEVATION SECTION 2/LS501 EQ EQ GUARD RAIL-TYPE 2 3/4" = 1'-0" 33 4" 1 LS503 GUARD RAIL-POST LS501 2 6'-0" O.C. TYP. BOTTOM OF WALL BASE PLATE 5-1 2" X 5- 1 2" X 3 4" 2"X 3 4" FLAT STOCK STEEL 1" DIAM. 16 GAUGE TUBE STEEL PICKET EPOXY FINISH. 1" R. FLUSH WITH TOP RAIL 2" NOTE: ALL CONNECTIONS 1 8" FILLET WELD. REF. SPECS FOR RAILING COLOR. 3" 4" 3" EXPANSION JOINT REF. CIVIL C 5.7 1-1/4" DIAM. STEEL PIPE X-STRONG 0.191" THK. EPOXY FINISH 2 P-IN-CSU-24 C1-314 C1-314 3 LODGEPOLE PINE POSTS PER TREE 6" EVERGREEN TREE PLANTING 2 NTS 11 2 X ROOTBALL DIA. SET ROOT CROWN LEVEL WITH EXISTING GRADE PLANTING SOIL MIX PER SPECS 4" DEPTH MULCH AFTER PLANTING, HAND SPADE BETWEEN SHRUBS TO 6" DEPTH FIRM SUBGRADE 3" WATER RING SHRUB PLANTING 3 NTS PLAN NOTES: PLANTING SOIL MIX - SEE SPEC. FINISH GRADE: SET TREE 6" ABOVE FINISH GRADE REMOVE BURLAP AND WIRE FROM ENTIRE ROOT BALL PRIOR TO BACKFILLING THREE STRANDS GALV. WIRE W/ TURNBUCKLES ENCASE WIRE AROUND TRUNKS IN BLACK RUBBER RIG GUYS TOGETHER IN TENSION AT HOSE BTWN LEADERS. THIN OUT - CHARACTER PRUNE 1/3 OF EXISTING FOLIAGE WHILE PRESERVING FORM AND CHARACTER OF TREE. TREE STAKES TO BE 18" - 2"X2" HARDWOOD 3 REQUIRED BURY STAKE 12" MIN. BELOW FINISH GRADE 4" SHREDDED HARDWOOD MULCH SAUCER SETTLING MOUND MULTI-STEM TREE 4 NTS C1-314 C1-314 MW 45 sf A1 34 sf A1 16 sf A1 22 sf A1 28 sf A1 20 sf A1 20 sf A1 C1-314 C1-314 9 FS 11 CO 1 QS 11 PFY 1 SI5 2 AS15 1 SI5 12 BB RESOD DISTRURBED AREA AS NECESSARY 1 PC2 1 SI5 1 PC2 9 CO 1 RH 12 CO 5 CO C1-314 C1-314 33 CO 1 AR 3 MZ 22 FS 19 CO 2 MZ 1 PC2 24 CO 2 1 RH AG2 15 FS 1 AR 12 FS 2 AG2 14 FS 27 FS 7 PFY 1 AG2 4 RG3 10 BB 18 BB 21 BB 25 BB 6 BB 11 FS 4 FS 2 PFY 1 AR 2 CC LANDSCAPE PLAN LS 301 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S 0 40 feet 1" = 20' 20 60 80 NORTH 2 PC2 4 BB 6 PFY 35 FS 6 CC 4 CC 1 PC3 8 PFY 4 PC2 5 CC 9 FS 3 PC2 5 MZ 1 QS 14 FS 8 PFY 1 QS 4 CC 4 PFY 4 CC 4 PFY 10 RR 5 PFY 5 MZ 3 MZ 1 VL 43 MZ 1 VL C1-314 C1-314 BARRICADE WHICH PROTECTS THE TOTAL AREA WITHIN THE DRIPLINE. THE DRIPLINE IS DEFINED AS THE AREA ON GROUND COVERED BY SPREAD OF BRANCHES. BARRICADES SHALL BE ERECTED PRIOR TO CONSTRUCTION/EXCAVATION. BARRICADES SHALL BE CONSTRUCTED OUT OF CHAIN LINK FENCING. 2. NO EQUIPMENT OR MATERIALS, INCLUDING EXCAVATED SOIL SHALL BE PARKED OR STORED WITHIN THE DRIPLINE OF A TREE. 3. 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 BY, AND COORDINATION WITH FACILITIES MANAGEMENT - GROUNDS SERVICES IS REQUIRED. 4. TRENCHING SHOULD BE DONE OUTSIDE THE DRIPLINE OF TREES. IF A TRENCH CANNOT BE ROUTED AROUND A TREE, TUNNEL UNDER IT. TRENCHING WITHIN THE DRIPLINE IS GENERALLY PROHIBITED. TRENCHING OR BORING WILL BE PERMITTED INSIDE THE DRIPLINE OF A TREE WITH APPROVAL FROM FACILITIES MANAGEMENT-GROUNDS SERVICES THROUGH THE UNIVERSITY REPRESENTATIVE. 5. AFTER TRENCHING OUTSIDE THE DRIPLINE OF A TREE, ANY SEVERED ROOTS SHOULD BE CUT AGAIN SMOOTHLY AND WITH FLUSH CUTS. TRENCHES SHOULD BE BACKFILLED AS SOON AS POSSIBLE SO TREE ROOTS WON'T DRY OUT. 6. WHERE POSSIBLE, CURBS SHOULD NOT BE CLOSER THAN 7 FEET FROM THE TRUNK OF THE TREE. NO PAVING OR ASPHALTING SHOULD BE DONE CLOSER THAN 7 FEET FROM THE TREE TRUNK. 7. NEW SIDEWALKS, PAVING OR ASPHALTING MUST ALLOW POROUS SPACE FOR EXISTING TREE ROOTS. THE FOLLOWING SHOULD BE USED AS A GUIDELINE. FOR TREES UP TO 4 INCHES IN TRUNK CALIPER, 25 SQUARE FEET OF POROUS AREA IS NEEDED. FOR EACH ADDITIONAL 2 INCHES OF TREE CALIPER, 10 SQUARE FEET ARE NEEDED. NOTE: NOTIFY CSU CAMPUS LANDSCAPE ARCHITECT, DAVID HANSEN PRIOR TO ANY DECIDUOUS TREE INSTALLATION. CONTACT NUMBER: 970-491-0162 PLANT SCHEDULE UP-NORTH PLANT SCHEDULE UP-SOUTH PLANT SCHEDULE BLDG-20 LANDSCAPE PLAN LS 300 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S C1-314 C1-314 UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S 0 8 feet 1/4"=1' 4 12 16 NORTH LAYOUT & MATERIALS ENLARGEMENTS LS 203 TS EJ TYP. EJ TYP. EJ TYP. AREA DRAIN IN PAVING REF CIVIL AREA DRAIN IN PAVING REF CIVIL EJ 2 LS502 CONCRETE STAIR WITH HANDRAIL 1 LS502 GUARDRAIL @ STAIRS 2 LS502 CONCRETE STAIR WITH HANDRAIL 1 LS502 GUARDRAIL @ STAIRS EJ EJ C1-314 C1-314 GUARD RAIL 2 LS501 GUARD RAIL-TYPE 2 L.O.W. L.O.W. L.O.W. L.O.W. EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ 3 LS502 GUARD RAIL-@ 6" WALL STEP 22 22 C1-314 C1-314 CENTER AVE PROSPECT ROAD 2/LS203 42 43 42 43 43 42 41 41 40 40 39 39 38 38 37 36 36 35 37 34 35 34 33 32 32 31 31 30 30 29 28 29 27 28 27 26 25 26 25 24 23 24 23 0 40 feet 1" = 20' 20 60 80 LAYOUT & MATERIALS NORTH LS 201 DES. CHK. DATE DESCRIPTION DATE: CHECKED BY: DRAWN BY: DESIGNED BY: LS JOB NO. 155292 SEAL: 100% CONSTRUCTION DOCUMENTS SMS MC 08.24.15 SCHEMATIC DEVELOPMENT MWC SS MC 02. 23.16 CSU PEDESTRIAN UNDERPASS SMS MC 02.04.16 95% CD REVIEW SMS MC 02.23.16 100% CD'S 1 LS505 STEEL EDGING 1 LS504 PLANTER WALL / UNDERDRAIN 2 LS501 GUARD RAIL-TYPE 2 2 LS502 CONCRETE STAIR WITH HANDRAIL 2 LS502 CONCRETE STAIR WITH HANDRAIL DRAIN THROUGH PLANTER WALL 3 LS504 2 LS501 GUARD RAIL-TYPE 2 1 LS501 GUARD RAIL ELEC. PEDESTAL REF. MEP SUMP PUMP CTRL. REF. MEP SECURITY CTRL. PEDESTAL REF. MEP L.O.W. L.O.W. L.O.W. L.O.W. 2 LS505 TREE PROTECTION FENCE 2 LS504 PLANTER OVERFLOW DRAIN L.O.W. L.O.W. L.O.W. 1 LS501 GUARD RAIL 1 LS502 GUARDRAIL @ STAIRS EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ WALL GRADE BREAK REF.CIVIL 22 22 C1-314 C1-314