Colorado Technological Center Filing 1 Lot 7 Block 4 Motherlode Building PUD

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Boulder County, CO 03976929 4 of 10 ADHERE CAP TO TOP BLOCK W/ CONCRETE ADHESIVE PER MFR RECOMMENDATIONS BASALITE MESA MEDIUM UNIT SIZE 8x18x11 OR APPROVED EQ ASSEMBLE WALL W/ GEOGRID & PINS PER MFR SPECIFICATIONS (TYP) 12" DEPTH 1" WASHED CRUSHED FREE DRAINING GRAVEL COOT CLASS A AGGREGATE PER SPECS AGGREGATE BACKFLL NEW LANDSCAPE -TI—II CONCRETE BASE PAD 8" THICK MIN WI 2 CONT REBAR IIlllllli ' 8° SCARIFY & RECOMPACT BELOW GRAVEL TO 95% SPD PER RETAINING WALL SPECS F N 1. INSTALLER TO COMPLY WITH MIN GEOGRID TYPE, LENGTH AND SPACING PER THIS DETAIL INSTALLER SHALL COORDINATE FINAL DESIGN WITH WALL MANUFACTURER BASED ON THESE MIN SPECS MANUFACTURER SHALL ADD ADDITIONAL GRID OR LENGTH AS NEEDED AND PE STAMP PRIOR TO INSTALLATION. 2. INSTALLER SHALL VERIFY SOIL CONDITIONS WITHIN BACKFILL ZONES ONSITE ARE SUITABLE BASED ON MANUFACTURERS DESIGN PROVIDED 3. RETAINING WALL BLOCKS TO BE BASAUTE MESA MEDIUM UNIT OR APPROVED EQUAL OWNER SPECIFIED COLOR: MEDIUM BROWN # 386, INSTALL PER MFR SPECS 4. GRADE AT BOTTOM OF WALL TO 2% MINIMUM SLOPE AWAY FROM WALL 5. INSTALLER SHALL NOTIFY ENGNEER IMMEDIATELY IF ANY FIELD CONDITIONS DO NOT MEET MANUFACTURER'S DESIGN PARAMETERS OR IF FIELD CONDITIONS WARRANT DESIGN MODIFICATIONS 6. FINAL DESIGN SHALL BE SUBMITTED TO ENGINER OF RECORD PRIOR TO INSTALLATION GRADE 10% MAX -. MIRAFI S1200 FILTER FAFBRIC - _ - _ 1 x; BETWEEN GRAVEL & CLASS 1 - . — Y' BACKFILL & SOIL LAYERS 2nd Layer 8" TOPSOIL AMEND PER LANDSCAPE REINFORCED BACKFILL (CLASS 1 STRUCTURAL BACKFILL) COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY 8MAX LIFTS (ASTM D698) GEOGRID REINFORCEMENT TYP (SEE SCHEDULE) GEOGRID SPEC: MIRAFI MIRAGRID 3XT OR APPROVED EQ, MUST EXTEND m=i Ili GRID TO FACE OF WALL _ 95% COMPACTED SOIL 111.1t i La II 1I—I I j a SLOPE 0 5% TO FINISHED GRADE 0 FACE OF WALL FOR SUB -SURFACE DRAINAGE GEOGRID REINFORCEMENT SCHEDULE LENGTH BEHIND «ACK OF WALL» LENGTH TOP OF Ewa( 5.OFT 1 4.0FT 4 4.OFT* 6 J�l-f =1 I 1=1 I I-III-III-i 4' DIA SDR35 SOCK WRAPPED PERF DRAIN PIPE; OUTLET 0 ENDS OF WALL & 0 40' CENTERS MAX. SLOPE TO DRAIN (1/8"/FL) ANGLE CMU RETAINING Willi 10' . 4 H < 5' x x >` PLAN VIE rPARAPET CAP III 11 11 11 CMU 2 I I 1 1 1 1 1 111 1 1 emu1 I I 1 I 1 I 1 I I I I 1 1 1 I I I I LEFT ELEVA1ION 1 I 1 I 11 I 1 I I I 11 1 I I III r_- d,_n.l .I /fir-n° FRONT ELEVA1ION 1 1[ 1 I I 1 1 I I I 1 I I 1 1 1 1 1 1 1 1 1111111 1111111 1 1 1 1 1 1 1 1[ 1 1 SIR ELEVATION LAYER 1 LAYER 2: LAYER 3: ricsi (LAYER 3 REQURIED 'MEN WALL HEIGHT EXCEEDS 48' FROM FG) 11* • i x x 2' SCHED. 40 PIPE RAIL TYP OF ALL MEMBERS. COLOR: SILVER EPDXY PAINT 3' X 1/8' STL PLATE TOE BOARD. SLOPE CONC TO DRAIN AWAY FROM PIPE • I' I —6'-,I` GAURDRAIL 5EC11ON METAL DOOR PAINTED MATERIAL 'AM PT" MATCHING IBLDG PARAPET PARAPET CAP CMU2 CMu1 rPARAPET CAP CMU 2 CMU 1 ,a- URE PLAN AND ELEVATIONS 11 111 1 1 1 1 l 1 1 1 1 1 1 1 1 1 RIGHT ELEVAPQN rPARAPET CAP CMU2 CMU1 ADHERE CAP TO TOP BLOCK W/ CONCRETE ADHESIVE PER MFR RECOMMENDATIONS BASALITE MESA MEDIUM UNIT SIZE 8x18x11 OR APPROVED EQ ASSEMBLE WALL W/ GEOGRID & PINS PER MFR SPECIFICATIONS (TYP) 12" DEPTH 1" WASHED CRUSHED FREE DRAINING GRAVEL COOT CLASS A AGGREGATE PER SPECS AGGREGATE BACKFILL NEW LANDSCAPE CONCRETE BASE PAD 8' THICK MIN W/ 2 CONT REBAR 8" SCARIFY & RECOMPACT BELOW GRAVEL TO 95% SPD PER RETAINING WALL SPECS •1I11111I' 2'—# GRADE 10% MAX 2nd Layer 8" TOPSOIL AMEND PER LANDSCAPE REINFORCED BACKFILL (CLASS 1 STRUCTURAL BACKFILL) COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY 8" MAX LIFTS (AS1M D698) GEOGRID REINFORCEMENT TYP I (SEE SCHEDULE) MIRAFI S1200 FILTER FAFBRIC `_ - BETWEEN GRAVEL & CLASS 1 - - - r GEOGRID SPEC: MIRAFI MIRAGRID 3XT BACKFILL & SOIL LAYERS _ - - : _ - OR APPROVED EO, MUST EXTEND GRID TO FACE OF WALL I I-1111 I 95% COMPACTED SOIL III iI-111=1_I I- SLOPE 0 5% TO FINISHED GRADE 0 FACE OF WALL FOR SUB -SURFACE DRAINAGE GEOGRID REINFORCEMENT SCHEDULE LENGTH BEHIND <<BACI( OF WALL» ILE/ LTH TOP OF BLOCK LAYER 1: 5.OFT 1 LAYER 2: 4.0FF 4 irr 'Or 4" DIA SDR35 SOCK WRAPPED PERF DRAIN PIPE; OUTLET 0 ENDS OF WALL & 0 40' CENTERS MAX. SLOPE TO DRAIN (1/8"/FT.) EEL 1. INSTALLER TO COMPLY WITH MIN GEOGRID TYPE, LENGTH AND SPACING PER THIS DETAIL INSTALLER SHALL COORDINATE FINAL DESIGN WITH WALL MANUFACTURER BASED ON THESE MIN SPECS MANUFACTURER SHALL, ADD ADDITIONAL GRID OR LENGTH AS NEEDED ACID ef 1TAMP PRIOR TO INSTALLATION. 2. INSTALLER SHALL VERIFY SOIL CONDITIONS WITHIN BACKFILL ZONES ONSITE ARE SUITABLE BASED ON MANUFACTURERS DESIGN PROVIDED 3. RETAINING WALL BLOCKS TO BE BASALITE MESA MEDIUM UNIT OR APPROVED EQUAL OWNER SPECIFIED COLOR: MEDIUM BROWN # 386, INSTALL PER MFR SPECS 4. GRADE AT BOTTOM OF WALL TO 2% MINIMUM SLOPE AWAY FROM WALL 5. INSTALLER SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY FIELD CONDITIONS DO NOT MEET MANUFACTURER'S DESIGN PARAMETERS OR IF FIELD CONDITIONS WARRANT DESIGN MODIFICATIONS 6. FINAL DESIGN SHALL BE SUBMITTED TO ENGINER OF RECORD PRIOR TO INSTALLATION MiGLE CMU RETAINING WALL H c 212 EXTEND SIGN POST VERT TO HEIGHT PER CODE r- 2'x2' GALVANIZED TUBE \ re CONC SLOPE TOP WHITE REFLECTING TAPE 6°0 SCH 40 STL PIPE FILL W/ CONC 2" CROWN ASPHALT PVMT CONC ENCASEMENT LJ SOLID SLEEVE EXTEND 6' ABOVE CONC, DRILL SINGLE BOLT HOLE TO SECURE UPPLER SIGN POST SOLID SLEEVE FOR SIGN POST GALV STL (TYP) „ ivj . ,4a % //‹ 1'-6" CONC PVMr • • • I Kenny Davis Architects 1E0a South ri°ntwond St Lakewood. Colorado, 80232 Tat ao34 —58I3 CREATIVE CIVIL SOLUTION 723 Main Street, Unit 2 Longmont, Colorado 80501 303.684.8484 outside la landscape architecture t urban design + planning boulder I etas mbost wino, Co p. 303.517.9256 f. 970.367.51B0 nOrrame.nom LW eat, LLC 2470 S. La iyetSe St Denver, OD B021130 P:303-7/3-6472 Motherlode Bldg Block 4 Lot 7 COLORADO TECHNOLOGICAL CENTER, FIRST FILING 602 S. Taylor Ave Louisville, CO 80027 PROJ NO: 17005 DATE Jan 23, 2022 REV PUD 1 - 01.23.22 REV PUD 2 - 02.01.22 PUD 2R1 - 03.15.22 PUD 3 -04.21.22 PUD 4 - 05.16.22 SITE DETAILS 4 SHEET OF 10