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11818 W. 52nd Avenue
Beer Engir AP BY: LI CON CAR xed hY the City of Wheat Ridge =,ring Di vision )ROVED David F. Brossman 03/17/2020 PLOT PLAN PR FORE°�� CwanveY Dram. LOTS:13 14 15 16 17 BLOCK: 1 , ADDRESS: 11824 11818, 11812 11806, 11800 WEST 52ND AVENUE , SUBDIVISION: HANCE'S SUBDIVISION REPLAT NO. 2 , OF WHEAT RIDGE , COUNTY OF JEFFERSON , STATE OF COLORADO. NENT$. A Grading Corporation with lI or updated qulred prior to Issuance of the laid AUG. ler the building. TOW R/BOW WEST 52ND AVENUE 589'11'07"W 110.38' 2700' 22.00' 1 22.00' 0 N U a N sETBAcUS IN THIS Z ONING AREA ARE ZERO 0 KLVISIVNS: OAIL: � # RELIMINARY PLOT PLAN 01/27/20 ETC 1 UPDATE PER NEW ARCHITECTURAL PLAN 10/15/20 JOG CS o 3 � o JOB NUMBER : 1211-1527 SHEET: 1 BF 1 h 3 LOT Loi 15 DO LOT 1PR h BLOCK 1BLOCK K 1 h BLOCK31 1,1003SE 1,100±S.F. GO 1,35035E GO QS 2 Z 27.00' I 22.00' I 22.00' auoulaar® 2ND FLOOR DECKS ENCROACH INTO UTILITY EASEMENT ARCHITECTURAL PLAN ONLY !!! PLOT PLAN PREPARED WITH ARCHITECTURAL PLAN ONLY. STRUCTURAL PLAN WAS NOT 40� PROVIDED TO LLS BY CLIENT. N w 00 NDT FOR CONSTRUCTION!!! z0 BUILDING ENCROACHES INTO 5' UTILITY EASEMENT AT THE FRONT OF LOT 17 BY 1.5' 17 LOT 16 PC Lor 17 BLOCK 1 :n BLOCK 1 1,1003S. F. A 1,34035F. 22.00' I 27.00' LOT DETAIL 0 1O zO SCALE 1"=20' R -PROPERTY LINE UE -UTILITY EASEMENT BOW -BACK OF WALK WE=WATER EASEMENT FOW=FRONT OF WALK PABU-PRIVATE OPEN TBC -TOP BACK OF CURB SPACE, PEDESTRIAN FL -PLO W LINE ACCESS, DRAINAGE, AND EOC=EDGE OF CONCRETE UTILITY EASEMENT 0 FF -FINISHED FLOOR DU -UTILITY AND DRAINAGE W TF -TOP OF FOUNDATION EASEMENT t, FDG -FRONT OF GARAGE S.F.-SQUARE FEET la� BOG -BACK OF GARAGE W LP -HIGH POINT WATER SERVICE OF GRATE ® - TSW=TOP OF STEM WALL S TW -TOP OF WALLa ®- SANITARY SEWER SERVICE ING ENCROACHES UTILITY EASEMENT t u 3 RETAINING WALL PER GRADING PLAN UX L �L 0 10 20 SCALE: 1"=20' — EASEMENT = FIRE HYDRANT *-LIGHT POLE Oo =AREA DRAIN Q NUMBER OF RISERS, 7-3/4" MAXIMUM HEIGHT (FF TO BOG) ADDITI GNAL ARCO NT TO DROP DIRT AT FOUNDATION. L�� Lange //\/Vp Land S Surveys 5511 WEST 56TH AVENUE, SUITE EDE Pa(7RG 2a - e(72o) 242-gugY 242 - N U a N sETBAcUS IN THIS Z ONING AREA ARE ZERO KLVISIVNS: OAIL: UT: # RELIMINARY PLOT PLAN 01/27/20 ETC 1 UPDATE PER NEW ARCHITECTURAL PLAN 10/15/20 JOG 2 3 JOB NUMBER : 1211-1527 SHEET: 1 BF 1 WEE WG1 I ay nt W 114 .,t R�Ldgc UNI APPROVED AnM1i0TI=iLliEYXiYli y�p�®; Tf1r iwygl'91's/n,nt,D' i/P+Notir� �R1�XaWl�! ootJMnwi N 1!x'�7� Paw�/MM'oE /1tNM�Fb+6P agp a�'ib'ruw�f_iu "(fb1.N��, tn1r•n� a�°!t'•dR viau,. Ibm e^�91a,V..,oaeriir.r.�,rormvl ets�..,�.r m.. �„u.y cow WOO" 0W*1* YraSY Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED YVI BY: DATE: April b_,2021 COMMENTS: Approved with conditions No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WSP-17-04) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. FLAG NOTES O I. ARCHITECTURAL GRADE ASPHALT SHINGLES. 2. ACCENT ROOF WITH WOOD SUPPORT BRACKETS 3. Ix6 SHINGLE STRIP OVER 1x8 SUB -FASCIA 4. PRE -FINISHED GUTTERS OVER Ix6 FASCIA OVER Ix8 "-FASCIA 5. HARDBOARD SOFFIT. RE sROOF PLAN FOR VENTING 6. HORIZONTAL LAP SIDING 1. SOLID PANEL SIDING WITH VERTICAL BATTENS. 8 IX TRIM AROUND ALL DOORS AND WINDOWS 3 Ix4 CORNER TRIM 10. SYNTHETIC STONE VENEER 11. STONE SILL/STONE CAP 12. IX 12 TRIM 13. 16' X I' OVERHEAD GARAGE DOOR 14. STONE VENEER OVER FRAMED COLUMN 15. METAL PORCI 15ALCONY RAILING 16. DECORATIVE GABLE VENT 11. EXTERIOR LIGWT FIXTURE IS. CONCRETE PATIO/PORCHI 13 UNIT SEPARATION LINE 20. EXTEND 2 -HR UNIT SEPARATION WALL AT BUILDING OFFSETS 21. 16" x 16" FRAMED POSTS WITH Ix6 WRAP TOP AND BOTTOM 22. PROPOSED GRADE 23. PRE -CAST STONE HEADER 24. WINDOW TRIM AT STONE VENEER 25. 6X(p WOOD SUPPORT BRACKET 26. Ix6 TRIM 21. LINE OF CEILING 28. SMOOTH SIDING W/ IX TRIM AT CORNERS, IX4 TRIM BETWEEN PANELS FRONT ELEVATION 1/4"•I' -O" Cf) LtJ 0 \N heal O � U ; L A' m i J c 0 xr� V TOTS� V O W N 1 10.07.20 LOT SPECIFIC Project Architect Project Designer Date Job Number Drawn By Checked By TOMPOSITE BLDG ELEVATIONS Sheet Number 4-PLEX A3=1 ® G) m rm m a A Z m W g Ras c ° REMWGTON HOMES- 3 MK W �c 3 c v > �GI"I(NI�I� �: I m� <� m '• = g HA1vCE RANCH H O M E S co U842--ll8OO WEST 52ND AVE 0 N " W LOTS 13-17 BLOCK 1 Q W SALT RIDGE COLORADO MMIFE7 MW W] �I�u oil" 9 z ° REMWGTON HO ZmK a �c 3 c v » S.m0 '� m HA1vCE RANCH H O M E S W D0 om o U842—ll800 �T 52ND AVE X W o LOTS 13-17 BLOCK 1 �o W SALT RIDGE COLORADO i rm M m rm M o� a � xo' z W i 1Y . 5. J . . A W N r (3T yJ 3 r x 4%E a Im m g m P x { gr -p a' 3 o Ai o kj vps V %i 70 E t � r t O X 1 i A s N T \0J U) z R 9 C « 111 . � Z m 1 UZ � � zO r= c a c s 4e D N T \0J U) z R 9 C « . REMINGTON HON41ES_ 3 r= c a c � o CZ a u HANCE RANCH H 0 M' E S Co > r >0 �o p, Z ENHANCED ELEVATIONS (Ao m W SALT RIDGE COLORADO A --------Y---� Fx I au UPPER LEVEL FLOOR PLAN v4""iW EXTERIOR UNIT - ELEV. A MAIN LEVEL FLOOR PLAN EXTERIOR UNIT - ELEV. A MAIN LEVEL OPT. FIREPLACE 1/4"-1'-& EXTERIOR UNIT - ELEV. A I X71 0 STANDARD FLACK NOTES: CONCRETE I CONCRETE SLAB W/ EXPANSION JOINTS MEMO 2 II PROVIDE STEPS TO GRADE AS REQUIRED 3 LITE_ OF FOUNDATION WALL BELOW II MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING s SP W®TN LAoDCER ro SLAB LOu N 6 22" x 30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE WL7i�A SOFFIT DOWN FROM CEILING - SEE PLAN FOR HT. 10 DRYWALL SQUARE OPENING - 8'-0' AFF 11 34 1/2" HUGH! WALL W/ FLUSH COUNTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF ark ill , SHOWER SEAT HYA.C. / FIREPLACES 14 I 15 DIRECT VENT SEALED COMBUSTION WATER HEATER u DIRECT VENT FORGED AIR FURNACE = .� •,r WITH 4'-0' x 4'-0' x 6" CONCRETE PAD I � I OPTIONAL ELECTRIC FIREPLACE � - INSTALL PER MANUFACTURER SPECIFICATIONS I DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 �.. 20 30x60 TUB WITH HIGH CERAMIC TILE SURROUND 21 II ENCLOSURE, CERAMIC TILE WALLS 0� LIRA � WASHER - WASHER BOX HOOKUP IN WALL o PROVIDE W/ DRAIN PAN 24 ,r 25 TUB, SHOWER, TUB/SFIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXWMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF l 5 - SHELVES - SEE PLAN FOR SIZE 29 r-mv of oil 31 36N(min) GIAARDRAIL m/ LESS THAN 4" BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIMERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/e" 11 "X" GWS. AT GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRP. (UP TO Tl") IN COMP�LIALNLECE wiTTH ASTM a2E8B, CI325, OR ana AAINONG LIBWALL TILE M T 2 AND SHS DAATIREAB AND WALL PANELS IN SHOWER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 NKNAL LAUNDRY SI(NOT AVAILABLE IN �IOON 44 KNEE WALL IUI WOOD CAP i PROPOSED STORM SUMP 1� 11 , mom I 0 UPPER LEVEL FLOOR PLAN v4""iW EXTERIOR UNIT - ELEV. A MAIN LEVEL FLOOR PLAN EXTERIOR UNIT - ELEV. A MAIN LEVEL OPT. FIREPLACE 1/4"-1'-& EXTERIOR UNIT - ELEV. A I X71 LO v4"44' WER LEVEL FLa 4 R PLAN EXTERIOR UNIT - ELEV. A 0 STANDARD FLACK NOTES: CONCRETE I CONCRETE SLAB W/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 II PROVIDE STEPS TO GRADE AS REQUIRED 3 LITE_ OF FOUNDATION WALL BELOW 4 MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING s SP W®TN LAoDCER ro SLAB LOu N 6 22" x 30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE 9 SOFFIT DOWN FROM CEILING - SEE PLAN FOR HT. 10 DRYWALL SQUARE OPENING - 8'-0' AFF 11 34 1/2" HUGH! WALL W/ FLUSH COUNTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF ark ill L3 SHOWER SEAT HYA.C. / FIREPLACES 14 RADON CONTROL VENT AND CHASE 15 DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORGED AIR FURNACE WITH 4'-0' x 4'-0' x 6" CONCRETE PAD I � I OPTIONAL ELECTRIC FIREPLACE � - INSTALL PER MANUFACTURER SPECIFICATIONS I DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 FLOOR DRAIN 20 30x60 TUB WITH HIGH CERAMIC TILE SURROUND 21 II ENCLOSURE, CERAMIC TILE WALLS 0� LIRA � WASHER - WASHER BOX HOOKUP IN WALL o PROVIDE W/ DRAIN PAN 24 ,r 25 TUB, SHOWER, TUB/SFIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXWMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF l 5 - SHELVES - SEE PLAN FOR SIZE 29 r-mv of oil 31 36N(min) GIAARDRAIL m/ LESS THAN 4" BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIMERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/e" 11 "X" GWS. AT GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRP. (UP TO Tl") IN COMP�LIALNLECE wiTTH ASTM a2E8B, CI325, OR ana AAINONG LIBWALL TILE M T 2 AND SHS DAATIREAB AND WALL PANELS IN SHOWER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 NKNAL LAUNDRY SI(NOT AVAILABLE IN �IOON 44 KNEE WALL IUI WOOD CAP 45 PROPOSED STORM SUMP 1� mom I 0 LO v4"44' WER LEVEL FLa 4 R PLAN EXTERIOR UNIT - ELEV. A LO V4"44' WER LEVEL OPT. BATH EXTERIOR UNIT - ELEV. A STANDARD FLACK NOTES: CONCRETE I CONCRETE SLAB W/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAB, &"u12" TURNDOUN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LITE_ OF FOUNDATION WALL BELOW 4 MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING s SP W®TN LAoDCER ro SLAB LOu N 6 22" x 30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE 9 SOFFIT DOWN FROM CEILING - SEE PLAN FOR HT. 10 DRYWALL SQUARE OPENING - 8'-0' AFF 11 34 1/2" HUGH! WALL W/ FLUSH COUNTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF ark ill L3 SHOWER SEAT HYA.C. / FIREPLACES 14 RADON CONTROL VENT AND CHASE 15 DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORGED AIR FURNACE WITH 4'-0' x 4'-0' x 6" CONCRETE PAD 11 OPTIONAL ELECTRIC FIREPLACE - INSTALL PER MANUFACTURER SPECIFICATIONS 18 DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 FLOOR DRAIN 20 30x60 TUB WITH HIGH CERAMIC TILE SURROUND 21 SHOUTER BASE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP-IN LAUNDRY SINK 23 WASHER - WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SINK W/ DISPOSAL 25 TUB, SHOWER, TUB/SFIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXWMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF 28 5 - SHELVES - SEE PLAN FOR SIZE 29 (5)PANTRY SHELVES 30 oil 31 36N(min) GIAARDRAIL m/ LESS THAN 4" BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIMERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/e" 11 "X" GWS. AT GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRP. (UP TO Tl") IN COMP�LIALNLECE wiTTH ASTM a2E8B, CI325, OR ana AAINONG LIBWALL TILE M T 2 AND SHS DAATIREAB AND WALL PANELS IN SHOWER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 NKNAL LAUNDRY SI(NOT AVAILABLE IN �IOON 44 KNEE WALL IUI WOOD CAP 45 PROPOSED STORM SUMP LO V4"44' WER LEVEL OPT. BATH EXTERIOR UNIT - ELEV. A WALL KEY: EXTERIOR WALLS A_. 2x6 STUDS a 16' OG. W/ VR' GYP BOARD AT INTERIOR - UNLESS NOTED OTHERWISE GARAGE SEPARATION WALLS 2x6 STUDS a 16' OG W/ 5/8" TYPE 'X' GYP BOARD (UNIT SIDE) AND SHAFT LINER BETWEEN WIT SEPARATION WALLS 2x4 STUD& a 16" OrO W/ 1/2" TYPE GYP BOARD AND FIRE TAPE AT GARAGE SIDE INTERIOR WAS 2x4 STUDS 1166" O,G W/ Id" GYP BOARD EACH SIDE - UNLESS NOTED OTHERWISE ter• STONE OR MASONRY VENEER Cn W 0 STANDARD FLACK NOTES: CONCRETE I CONCRETE SLAB W/ EXPANSION JOINTS SLOPE TOWARD GARAGE DOOR 2 CONCRETE SLAB, &"u12" TURNDOUN EDGE PROVIDE STEPS TO GRADE AS REQUIRED 3 LITE_ OF FOUNDATION WALL BELOW 4 MAINTAIN ACCESSIBLE ROUTE AS REQUIRED FRAMING s SP W®TN LAoDCER ro SLAB LOu N 6 22" x 30" ATTIC ACCESS I LINE OF WALL ABOVE/BELOW 8 LINE OF CANTILEVERED FLOOR ABOVE 9 SOFFIT DOWN FROM CEILING - SEE PLAN FOR HT. 10 DRYWALL SQUARE OPENING - 8'-0' AFF 11 34 1/2" HUGH! WALL W/ FLUSH COUNTERTOP 12 CANTILEVERED WINDOW BOX WITH SHELF Date AT UIINDOW SILL 13 SHOWER SEAT HYA.C. / FIREPLACES 14 RADON CONTROL VENT AND CHASE 15 DIRECT VENT SEALED COMBUSTION WATER HEATER 16 DIRECT VENT FORGED AIR FURNACE WITH 4'-0' x 4'-0' x 6" CONCRETE PAD 11 OPTIONAL ELECTRIC FIREPLACE - INSTALL PER MANUFACTURER SPECIFICATIONS 18 DRRR �- THROUGH WALL 4e ®?OM? AX PLUMBING/MECHANICAL 19 FLOOR DRAIN 20 30x60 TUB WITH HIGH CERAMIC TILE SURROUND 21 SHOUTER BASE PER PLAN W/ TEMPERED GLASS ENCLOSURE, CERAMIC TILE WALLS 22 OPTIONAL DROP-IN LAUNDRY SINK 23 WASHER - WASHER BOX HOOKUP IN WALL PROVIDE W/ DRAIN PAN 24 DOUBLE SINK W/ DISPOSAL 25 TUB, SHOWER, TUB/SFIOWER COMBINATION TO BE EQUIPPED WITH CONTROL VALVES TO LIMIT WATER TEMPERATURE TO MAXWMUM OF 120' F INTERIOR TRIM AND CABINETS 26 ROD AND SHELF 21 DOUBLE ROD AND SHELF 28 5 - SHELVES - SEE PLAN FOR SIZE 29 (5)PANTRY SHELVES 30 34"(min)-38"(mex) HIGH HANDRAIL 31 36N(min) GIAARDRAIL m/ LESS THAN 4" BETWEEN BALUSTERS. 32 WOOD STEPS SEE STAIR DETAIL 33 RANGE 4 MICROWAVE 34 DISHWASHER 35 REFRIMERATOR (OPTIONAL) 36 36" BASE CABINETS WITH COUNTER TOP ABOVE 31 WALL CABINETS MISCELLANEOUS NOTES 38 PROVIDE MIN. 13/8" THICK SOLID WOOD 20MIN. RATED DOOR W/ SELF CLOSING HAROWARE 39 PROVIDE 5/e" 11 "X" GWS. AT GARAGEARESIDENCE SEPARATION 40 PROVIDE I/2" WATERPROOF GYP BRP. (UP TO Tl") IN COMP�LIALNLECE wiTTH ASTM a2E8B, CI325, OR ana AAINONG LIBWALL TILE M T 2 AND SHS DAATIREAB AND WALL PANELS IN SHOWER AREAS 41 SHELF BELOW 42 OPTIONAL CABINETS 43 NKNAL LAUNDRY SI(NOT AVAILABLE IN �IOON 44 KNEE WALL IUI WOOD CAP 45 PROPOSED STORM SUMP WALL KEY: EXTERIOR WALLS A_. 2x6 STUDS a 16' OG. W/ VR' GYP BOARD AT INTERIOR - UNLESS NOTED OTHERWISE GARAGE SEPARATION WALLS 2x6 STUDS a 16' OG W/ 5/8" TYPE 'X' GYP BOARD (UNIT SIDE) AND SHAFT LINER BETWEEN WIT SEPARATION WALLS 2x4 STUD& a 16" OrO W/ 1/2" TYPE GYP BOARD AND FIRE TAPE AT GARAGE SIDE INTERIOR WAS 2x4 STUDS 1166" O,G W/ Id" GYP BOARD EACH SIDE - UNLESS NOTED OTHERWISE ter• STONE OR MASONRY VENEER Cn W 0 ok N1 heat U� _ " ` �i co J O 6>�"b ng V000 xT� V O vessel N 1--1 O 1 10.07.20 LOT SPECIFIC Project Architect Project Designer Date Job Number Drawn By Checked By n�EXTERIOR UNIT FLOOR PLANS LEFT—HAND Sheet Number PLAN 106 A&I M RIOR WALL SHEATHING NOT SHOWN SILL OR WALL PLATES BELOW 1 1/4' TIMB(RSTRAND RIM AT EXTERIOR F1 DETAIL No scALE BEARING OR SHEAR WALL ABOVE 'STACK OVER WAIL. BELOW) BLOCKING PANEL, JOIST OR 'M=L' BEARING WALL OR STEEL BEAM BELOW V WEB STIFFENERS REOD. EA. SIDE F2 DETAIL No scaLE DIAMETER MAXIMUM HOLE MAY BE T IN EACH BLOCKING PANEL FOR 10'-15' STS: 8' DIAMETER MAXIMUM FOR 9' STS OR FOR BLOCKING PANELS LESS uN 12' LONG. DO NOT CUT FLANGES, •parr � o ,, ^'�` oa• r -, F3 DETAIL No scALE MICRO -LAM BEAM FACE MOUNT F4 DETAIL No SCALE I STIFFENERS READ. IF SIDES HANGER DO NOT LATERALLY 'PORT AT LEAST 3/8' OF TJ iT TOP FLANGE BACKER BLOCK: INSTALL TIGHT TO TOP FLANGE (TIGHT TO BOTTOM FLANGE WITH FACE MOUNT HANGERS). ATTACH W/ 10-104 BOX NAILS, CLINCHED WHEN POSSIBLE CONT. FILLER BLOCK- NAIL W/ 3-10d BOX NAILS O 12' O.C., CLINCHED F5 DETAIL No scALE TO TOP 3 SIDES IST FLR. O EA. STRAP SIMPSON W2 STRAPS NAILS H �Ek SSIRAP DETAIL STAIR LANDING BEAM PLAN "106" LOT 17 PLAN "106" LOT 16 PLAN "106" LOT 15 3aia: • � I ]. � i iS. iS: k•..7Gt.. 1 �. MAIN FLOOR FRAMING PLAN 3/16•=1'-O• I. FRAMER TO COORDINATE FRAMING MEMBERS FOR CLEARANCE AT PLUMBING AND MECHANICAL PENETRATIONS, 2, REFER TO ARCH. PLANS FOR ALL DIMENSIONS AND DETAILS, 3. REFER TO SITE SPECIFIC FDN. FOR CONSTRUCTION. PLAN "106" LOT 14 PLAN "106" LOT 13 SHEATH W/ 1/2' NAILED W Bd O TO ALL G. ME TOP OF WALL FRMG./--- II ---- III: : SHEATH W/ 1/2' O.S.B. III III I NAILED W 8d O 4' 0.0. III j j TO ALL FRMG. MEMBERS III III OVERHEAD DOOR HDR, SEE PLAN MIN. S -2x Iii I i POST O CORNER iii III III III POST, PER PLAN III i ill Ili II 11 III MIN. 3 MIN. 3- 1/2'0 ANCHOR III III III III BOLTS FROM FON. ii II WALL PLATE. it II II SIMPSON STHD10 L __u STRAP FROM FDN. SIMPSON STHD1O STRAP FROM FDN. A.._.._ �—TOP OF FDN. WALL PORTAL DETAIL "1'a TOP OF WALL FRMG. TT- T —.---t �:—r SII' IIII II IIII I LIN. 5-2x l POST O CORNER IIII SIMPSON STHDBRJ IIII STRAP FROM FDN. IIII Ilil MIN. 3- 5/800 ANCHOR Iii I BOLTS FROM FTN. IIS WALL PLATE. I I RMA JOIST Ilj SIMPSON STHDIORJ -- STRAP FROM FDN.--� 1 1 1OVERHE:AD ODOR SEE PLAN II it SIMPSON MST48 INSIDE FACE it STUDS TO HDR. TO TOP PLATES. II POST, PER PLAN MIN. 3 71 it iFa,7 (['71111 PORTAL DETAIL "2" NO SCALE SIMILAR TO IRC DETAIL R8O210.8.2 I P.T. SILL PLATE, TO WALL MOTH. SHEATHING It FLOOR LEDGER DETAIL NO SCALE REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES BLOCK SOLD EA. SIDE F -i W EA. END. BLOCK SOLID EA. SIDE OF NEB. BEAR BLOCKING ON BOT. FLANGE &BOLT THRU WEB W/ 1/2N BOL / POST EACH END BLOCKING OF ON NEB. BEAR E&SOLT THRU WEB W/ %2'I BOLTS O 24' O.C. FOR SHEATHING. U26 TO LEDGER. O 24' O.C. FOR SHEATHING. ALT. DET. SHEATH BOTH SIDES W/ 7/18' O.S.B. NAILED W/8d O 3' O.C. EDGES BLOCKED. 3-1 3/4' x 14' M• (FLUSH) 4-2x6 SHEATH BOTH SIDES OF WALL W/ 7/16' O.S9. NAILED W/8d O 3' O.C.O. .C. W/EDCES BLOCKED W/SOUD BLOCKING ABOVE &— BELOW W/16d O 4' O.C. PLATES TO BLOCVJNG/SUB-FLOOR ABOVE BELOW. ALT. PANEL, SIJ: �/ DET. '1' SIM. SHL F -i 3-2x10 HDR. W/ 3-2x6 POST EA. WATERPROOF DECK PER HOUSE PLANS (TYP.) 31/8'x12'—/ (EXT.) ALASKAN CEDAR GLU-LAM. DECK - 2x8 O 16' O.C. U26 TO LEDGER. 14' x ALT. PANEL, SEE � DET. '1' SIM. SHT. F-1 PLAN "106" LOT 17 PANEL. SEE '1' SHL F-1 PANEL. SEE 1' SHL F-1 BLOCK SOLID EA. SIDE OF WEB. BEAR BLOCKNG ON BOT. FLANGE & BOLT THRU NEB W/ 1/2.0 BOLTS O 24' O.C. FOR SHEATHING. ALT. PANEL SEE . '1' SHT. F -i x xt x 14' MSL ALT.PANEL,SEE-/ DET. '1' SIM. SHL F-1 3-200 HDR. W/ 3-24 POST EA. END. Md BEAM. NAILS 6 O.C. TO 3i/8" x lz-� (EXT.) ALASKAN CEDAR GLU-LAM. DECK - 2x8 O 16' O.C. 1 U26 TO LEDGER. PLAN "106" LOT 16 • w it • m ra. I.T. PANEL, SEE J ET. .1. '1' SIM. J/ HT. F -i 3-2x10 BOR. W 3-2x6 POST END. SHEATH BOTH SIDES OF WALL/ W/ 7/16' O.S.B. NAILED W/Bd O 3' O.C. W/EOCES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4' O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. 1 N i N 4x4 P.T. POST W/SIMPSON / JI I_�IWI I ECC44 CAP & C844 BASE.J (TYP. 2 PLACES, EA. UNIT.) 3 t/8' x 12' ALT. PANEL, SEE �'-2x4 STUDS O 16' O.C. (3 AT (EXL) ALASKAN DEL '1' SIM. CORNERS) W/ DBL TOP &SINGLE BOT. CEDAR GLU-LAM. SHL F-1 PLATES, SHEATH W/ 1/2' O.S.B. NAIL W/ Ed NAILS O 3' O.C. (TYP. EACH UNIT) PLAN "106" LOT 15 SECOND FLOOR FRAMING PLAN 3/t6'=l'-o" I. REFER TO PLANS BY TRUSS MFR. FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES. 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED 2 4'-0 o.c. MAX. BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES. BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS. 5. REFER TO SITE SPECIFIC FDN, FOR CONSTRUCTION, x 1V M=L • : i1 • a• r x /4 Md / 3 1/8' x 12'-I (EXT ALASKAN CEDAR GLU-LAM. ALT. PANEL. SEE . '1' SIM. SHL F-1 bdi LEDGER W/4 -16d NAILS & 2-1Lf0Md B / BCI.EAMO 16' O.C. TO i0. PLAN "106" LOT 14 i N x1 IALT. PANEL, SEE "DEL 'i' SM. SHT. F -i W EA. END. DECK - 2x8 O /6' O.C. U26 TO LEDGER. %xll xll �I) xll r� xll I x xt x 14' MSL ALT.PANEL,SEE-/ DET. '1' SIM. SHL F-1 3-200 HDR. W/ 3-24 POST EA. END. Md BEAM. NAILS 6 O.C. TO 3i/8" x lz-� (EXT.) ALASKAN CEDAR GLU-LAM. DECK - 2x8 O 16' O.C. 1 U26 TO LEDGER. PLAN "106" LOT 16 • w it • m ra. I.T. PANEL, SEE J ET. .1. '1' SIM. J/ HT. F -i 3-2x10 BOR. W 3-2x6 POST END. SHEATH BOTH SIDES OF WALL/ W/ 7/16' O.S.B. NAILED W/Bd O 3' O.C. W/EOCES BLOCKED W/SOLID BLOCKING ABOVE & BELOW W/16d O 4' O.C. PLATES TO BLOCKING/SUB-FLOOR ABOVE BELOW. 1 N i N 4x4 P.T. POST W/SIMPSON / JI I_�IWI I ECC44 CAP & C844 BASE.J (TYP. 2 PLACES, EA. UNIT.) 3 t/8' x 12' ALT. PANEL, SEE �'-2x4 STUDS O 16' O.C. (3 AT (EXL) ALASKAN DEL '1' SIM. CORNERS) W/ DBL TOP &SINGLE BOT. CEDAR GLU-LAM. SHL F-1 PLATES, SHEATH W/ 1/2' O.S.B. NAIL W/ Ed NAILS O 3' O.C. (TYP. EACH UNIT) PLAN "106" LOT 15 SECOND FLOOR FRAMING PLAN 3/t6'=l'-o" I. REFER TO PLANS BY TRUSS MFR. FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES. 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED 2 4'-0 o.c. MAX. BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES. BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS. 5. REFER TO SITE SPECIFIC FDN, FOR CONSTRUCTION, x 1V M=L • : i1 • a• r x /4 Md / 3 1/8' x 12'-I (EXT ALASKAN CEDAR GLU-LAM. ALT. PANEL. SEE . '1' SIM. SHL F-1 bdi LEDGER W/4 -16d NAILS & 2-1Lf0Md B / BCI.EAMO 16' O.C. TO i0. PLAN "106" LOT 14 i N x1 IALT. PANEL, SEE "DEL 'i' SM. SHT. F -i W EA. END. DECK - 2x8 O /6' O.C. U26 TO LEDGER. PLAN "106" LOT 13 CK SCUD EA. SIDE WEB. BEAR BLOCKING BOT. FLANGE & BOLT U WEB W/ 1/2.0 BOLTS !4' O.C. FOR SHEATHING. PANEL EE '1' SHLSF-1 WE NOTCa DASHED LINES INDICATE BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT WHERE NOTED. (TYPICAL) EDGER W/4 -16d NAILS & 2'f BOWS O 16' D.C. TO M -L BEAM. /4' x 14' M -L 1) POST HEATH BOTH SIDES OF WALL 7/16' O.S.B. NAILED W/Br � 3' O.C. W/EDCES Bl0(7CED D�.O�W W/i6�ON4' 0. PLAN 81OC10NG/SUB-FLOOR ABC ELOW. LT. PANEL, SEE ET. 'i' SM. SHT. F-1 \i 3-2xlO HDR. W/ ALASKAN 3-2x6 POST EA END. GLU-LAM. REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES 3-1 3/4' x 9 1/2' M•L W/2-24 POST k 2-26 K.S. EA. ETA. 2-1 Hx 14' M=L (FLUSH) 3-1 3/4' x 9 1/2' M=L-! W/2 -2x6 POST do 2-2x6 K.S. EA. EPA. 2x6 LEDGER W/3 -16d NAILS O 16' D.C. TO SOLID STUDS OR M -L PRE-ENGR'D. ROOF TRUSSES OR 2x6 O 24' D.C. SIMPSON— LSU26 HGR. TO LEDGER W/2x6'S. 2-1 3/4' x 14' M=L (FLUSH) W/3-24 POST EA. END. /_A�6d NAILS OiML•°.C�. TD/SDL;D STUDS IF -GR'D.ROOF 2-1 3/4' x 14' M•L SOR 2x6 O (FLUSH) W/3 -2x6 O.C. SIMPSOi 2-1 3/4' x 14' M=L LSU26 HGR. TO POST EA. END. PRE-ENGR'D. ROOF (FLUSH) W/3 -2x6 LEDGER W/Z6 TRUSSES OR 2x6 O POST EA END. 24' O.C. SIMPSON 2x6 LEDGER W/3 -16d NAILS LSU26 HGR. TO I�O /6' O.C. TO SOLID STUDS LEDGER W/2z6'S - OR M•L PRE-ENGR'D. ROOF TRUSSES OR 2x6 O 24' O.C. SIMPSON 2-1 3/4' x 14' N=L LSU2B HGR. TO (t1.USI1) W/3 -2x6 LEDGER W/2x6'S. POST EA. END. 2x8 LEDGER W/3 -16d NAILS 2x6LEDGER W/3 - 16d NAILS O 18' O.C. TO SOLID STUDS O 16' O.C. TO SOLID STUDS I� ORM-L DR M•L 2-1 3/4' x 14' M=l (FLUSH) W/3 -2x6 _� POST EA. END. PRE-ENGR'D. ROOF TRUSSES OR 2x6 O 24' O.C. SIMPSON - LSU26 HGR. TO LEDGER W/2x6'S. 3-1 3/4' x 9 1/2' M•L W/2-24 POST k 2-26 K.S. EA. ETA. 2-1 Hx 14' M=L (FLUSH) 3-1 3/4' x 9 1/2' M=L-! W/2 -2x6 POST do 2-2x6 K.S. EA. EPA. 2x6 LEDGER W/3 -16d NAILS O 16' D.C. TO SOLID STUDS OR M -L PRE-ENGR'D. ROOF TRUSSES OR 2x6 O 24' D.C. SIMPSON— LSU26 HGR. TO LEDGER W/2x6'S. 2-1 3/4' x 14' M=L (FLUSH) W/3-24 POST EA. END. /_A�6d NAILS OiML•°.C�. TD/SDL;D STUDS IF -GR'D.ROOF 2-1 3/4' x 14' M•L SOR 2x6 O (FLUSH) W/3 -2x6 O.C. SIMPSOi 2-1 3/4' x 14' M=L LSU26 HGR. TO POST EA. END. PRE-ENGR'D. ROOF (FLUSH) W/3 -2x6 LEDGER W/Z6 TRUSSES OR 2x6 O POST EA END. 24' O.C. SIMPSON 2x6 LEDGER W/3 -16d NAILS LSU26 HGR. TO I�O /6' O.C. TO SOLID STUDS LEDGER W/2z6'S - OR M•L PRE-ENGR'D. ROOF TRUSSES OR 2x6 O 24' O.C. SIMPSON 2-1 3/4' x 14' N=L LSU2B HGR. TO (t1.USI1) W/3 -2x6 LEDGER W/2x6'S. POST EA. END. 2x8 LEDGER W/3 -16d NAILS 2x6LEDGER W/3 - 16d NAILS O 18' O.C. TO SOLID STUDS O 16' O.C. TO SOLID STUDS I� ORM-L DR M•L PLAN "106" LOT 17 DASHED LINES INDICATE BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT WriERE NOTED. (TYPICAL) 3-1 3/4' x 9 1/2' M=l. /2-2x8 POST & 2-2x6 K.S. E.A. END. D w• a- • at 3-1 3/4' x 9 1/2' M -L W/2 -2x6 POST & 2-24 K.S. EA. TND. COI. -2x4 STUDS O 16' O.C. (3 AT COMM) W/ DBL TOP & SINGLE BOT. PLATES, SHEATH W/ 1/2' O.S.B. NAIL � W/ 8d NAX.S O 3' O.G (TYP. EACN UNIT) A24x4 P.T. POST W/SIMPSON AE4X4 CAP k BASE. (TIP. PLACES, EA. UNIT.) )PRE-ENOWD. ROOF 2x6 LEDGER W/3 -16d NAILS 2x6 LEDGER W/3 -16d NAILS PRE-ENGR'D. ROOF TRUSSES OR 2x6 O O 16' D.C. TO SOLID STUDS 3-1 3/4' x 9 1/2' M•L O 16' O.C. TO SOLA STUDS TRUSSES OR 2x6 O 24' O.C. SIMPSON M=L W/2 -2x6 POST dt 2-2x6 3-1 3/4' x 9 1/2' M=L OR M -L Zr O.C. SIMPSON LSU26 HGR. TO K.S. EA. ENO, W/2-24 POST h 2-24 LSU26 HDR. TO LEDGER W/20'S. K.S. EA. END. LEDGER W/2WS. PLAN "106" PLAN "106" PLAN "106" PLAN "106" LOT 16 LOT 15 LOT 14 LOT 13 THIRD FLOOR FRAMING PLAN 3/16'=r -o• 1. REFER TO PLANS BY TRUSS MFR, FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES. 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED 2 4'-0 o.c. MAX, BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES, BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS, 5. REFER TO SITE SPECIFIC FDN, FOR CONSTRUCTION. REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES 11(TYP�-- _� Ell .� . �'' ' , =OIL lzi (FLUSH) U ,Mimi i �I ' ;� ■I SIMPSON HU410 HGR-\ PA, 1/-4-2x4 POST SIMPSON HU410 HGR.-\ 1��2X4 POST SIMPnSONN HU410 HGR 6-2X4 POST1 - 1_• tf.� �. �•. ��'4�.. i �. h1 �" ,� �•al Iii ' .. 1__ �. _ IST .: •• :_:_ 'TLI:,C. ( �I�■■■■■l1■■■®I IiLl i f��ijy .. - !l .A?• I■■■i1■■E■■■®- 1y�Tdi �: =' L,�',■,I�'�I.�� •I - I■■■■■�■■��®I L,�■'1 �iiiii■��■■■■®II .�I�_®■■■■■■■��■ �i■II mom i iiL� !1/iiAN���!�.240 ! mFiMs 0\�lmm !lMEMOsk �M PLAN "106" LOT 17 DASHED LINES INDICATE BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT WriERE NOTED. (TYPICAL) 3-1 3/4' x 9 1/2' M=l. /2-2x8 POST & 2-2x6 K.S. E.A. END. D w• a- • at 3-1 3/4' x 9 1/2' M -L W/2 -2x6 POST & 2-24 K.S. EA. TND. COI. -2x4 STUDS O 16' O.C. (3 AT COMM) W/ DBL TOP & SINGLE BOT. PLATES, SHEATH W/ 1/2' O.S.B. NAIL � W/ 8d NAX.S O 3' O.G (TYP. EACN UNIT) A24x4 P.T. POST W/SIMPSON AE4X4 CAP k BASE. (TIP. PLACES, EA. UNIT.) )PRE-ENOWD. ROOF 2x6 LEDGER W/3 -16d NAILS 2x6 LEDGER W/3 -16d NAILS PRE-ENGR'D. ROOF TRUSSES OR 2x6 O O 16' D.C. TO SOLID STUDS 3-1 3/4' x 9 1/2' M•L O 16' O.C. TO SOLA STUDS TRUSSES OR 2x6 O 24' O.C. SIMPSON M=L W/2 -2x6 POST dt 2-2x6 3-1 3/4' x 9 1/2' M=L OR M -L Zr O.C. SIMPSON LSU26 HGR. TO K.S. EA. ENO, W/2-24 POST h 2-24 LSU26 HDR. TO LEDGER W/20'S. K.S. EA. END. LEDGER W/2WS. PLAN "106" PLAN "106" PLAN "106" PLAN "106" LOT 16 LOT 15 LOT 14 LOT 13 THIRD FLOOR FRAMING PLAN 3/16'=r -o• 1. REFER TO PLANS BY TRUSS MFR, FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES. 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR. OR 2x6 RAFTER MEMBERS SUPPORTED 2 4'-0 o.c. MAX, BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES, BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS, 5. REFER TO SITE SPECIFIC FDN, FOR CONSTRUCTION. REFER TO SHEET F-4 FOR GENERAL NOTES AND FRAMING NOTES 2. 3. 4. LIVE (AADS USED IN DESIGN: A. Roof Snow load.................................30 psi + drift loading (cors plan) 8. Fioor ....................................................40 psi C. Wind (136 wit mph, exp. C including 1.0 inpotance factor) D. Seismic Zane 8 SOIL DATA USED IN DESIGN: Refer to son data allow, in general notes an Sheet S-2 of foundation plan. EXCAVATION AND BACKFIU. A. A qualified sons engineer shag Inspect the open excavation to verify the bearing material, approve compaction, and Perforin compaction tests 8. Basement concrete dab and wood framed man Boor shall be Installed, Including attachment of foundation straps. prior to bookfll of basement walls C. Backfill motorial doll be thoroughly compacted at optimum molsbre content as requbrod In the sal report D. The water table shag be kept below and away ban the level of construction in all oases E The foundation bearing wrfoces aro to be kept dry and stable until the struebires are complete and ready for backI ling. CONCRETE A. Design and constriction shag be in accordance with Ad Building Codes, Ad 318 and Ad 301 -latest revision. ev B. AN concrete to develop strength requirements ss rated on foundation plana and in sal reports. C. NI concrete shall be stone aggregate. 0. See Architectural, Mechanical and Electrical drawings for sizes and locations of holes, deevee, regleta, washers, bolts, notches, drips, anchors, Inserts, atc E. Construction )outs between grade beams and wags and In dobe shall be keyed and doweled. Detals per Engineer where allowed F. Construction joints in walls shall not be allowed G. Use ale -entrained concrete of 5 - 7X air by volume. H. Cddum chloride shall not be used In any concrete or gout 3-26 POST, 3-2x8 POST - 9. DWENSION VERIFTCATKMOS: A. Verify all dimensions With architectural dmwngo. Any dhomponebs shag be directed to architect Dimensions shorn on archttectad (has,-ga supersede stracturd drawings dtnemixte.O GENERAL NOTES S. REINFORCEMENT: A. Deeigm, detata fdrkatkn and placement shall be n accordance 7. WOOD: A. Except as otherwise Indicated, comply With 'Maned for House Framing' by National Forest Products Association, ndudng rolling, 8. with Ad Codes and Manuals, Ad 37& 315-lotest revielon. Steil reinforcement shag be new, deformed billet steel, meeting anchorage, tram and bracing. Hem Fit No. for and jaw. ASTM Standard A.815 -(latest revision), for all rebars, (Rade 60. Shop drawings shill be marked oceordknglyc C. D. Use all Grade Marking - Each place of lumber shall bear the gads and C. Reinforcement in dl cede, grads beams and dobe shag be contnums aro nal comers a comer bas prodded. E trademark of the association under whose ries R la produced. Lumber - Sind be sand, thoroughly seasoned and free from warp. 0. Lap all tension splices per Ad 318-4atest revision. Claes 8 and all compression spikes 30 bar diameters, except as rated F. Unless otherwise indicated, provide &eased kmber, S4S, Kin dried. Moisture Content - NI lumber shall be kin -dried with a maximum E. Provide a minimum of 2-#5 bas nand openings, each face of &ted, extend 2'-0' beyond the opening, unless detailed otherwise. G. moisture content for structural lumber of 19X Plywood panels shall be Identified with gads trademark of APA and F. Provide concrete protection for reinforcement as fagows 3' C3 POST mast mWimnents of PS 1-83 and shag be the she and grads shown an pins Plywood shall be APA, COX rated sheathing grads 10. BRACED WALL LINESWRAP A. Braced wag panels are indicated an ironing plans. NI braced 1. Concrete poured against earth ........................ 2. Concrete poured in forms but exposed to ground or weather: PROVIDE 1/2' DIA, x 12' LONG Oriented strand board of equivalent rating may be substituted for WITH 2 LAYERS OF 30 LB, FELT WHERE THEY PASS THRU SLAB. (TYP.) (L Bas larger than IR .. .......................... 2 b. Bare #5 or smaller .............................. 1-1/2' H. plywood Preservative Treatment -Vinare lumber or plywood Is indicated as G. 3. Walls and dabs unless noted otherwise ................ t 1/2' Provide galvanized or plastic -footed accessories ford concrete 'Treated' or 'P.T.' or is spedNed herein to be treated, comply with the applicable requirements of the American Wood Preservers H. enrfaCe& exposed to weather or viers. Tack wekOng or welding of rebore shag not be permitted unless I. Bureau (AWPB). AN nags shag be corxnan or ring shack. PROVIDE A VOID SPACE BELOW PARTITIONS otherwise called for or approved by the engineer. J. AN lag bolts and nags exposed to weather shall be hot dipped 6. STRUCTURAL abrica: A. Design, fabrication and canetructlan shall be In accordance with the K. galvanized. Install fasteners without splitting of rood; predrill as required B. latest AISC Specifcotions All structurd sled shapes, plates and baa shag oanform to ASTM L Discard nits of material with defects which might impair the quality of the work, and nib which are too email to fabricate the Serial Designation A36 and all square and rectangular structural C. work with mnknum )Dints or the optimum joint arrangement. O tubing shag conform to ASTIR Sand Designation A500, Grade B. New and nsplked material shall be used throughout B. SUBMITTAL REQUIRDIENTS: A Submit premanufactured wood joists and mkro-km shop dr. wing& and C. All welding or gas cutting "I be In accordance with the current gypsum board an bath faces except Where noted on plan. calculations stamped by a State of Colorado registered Profeesknd ALL BASEMENT WALLS OVER 16'-0 LONG standards of the American Welding Society. NI welding and be SEE DETAIL Engineer prior to fabrication. Nall with 5d coder nags O 7' a.& (8d coder nab O 5/8' g)p. bel.). performed by certified welders qualified by the American Welding PRIOR TO PLACING BACKFILL AGAINST WRAP PIPE COLUMNS AND UTILITY LINES Society Tentative Standard Qualification Procedure, Use E70 verbs Solid blocking panels must be Installed above and below all D. electrodes. All bolted co necHons to have bolts conforming to ASTM A307. W/ 3 LAYERS OF 30 L.B. FELT WHERE THEY I i I E Provide form nag holes as required In d steel embedded in BASEMENT AND 1st FLOOR FRAMING --- PASS THRU SLAB. (TYPICAL) concrete. attached to scall pates and floor sheathing With minimum --- i 1 I I i 3-26 POST, 3-2x8 POST - 9. DWENSION VERIFTCATKMOS: A. Verify all dimensions With architectural dmwngo. Any dhomponebs shag be directed to architect Dimensions shorn on archttectad (has,-ga supersede stracturd drawings dtnemixte.O LEGEND — F❑UNDATI❑N NOTES PROVIDE BEAM POCKET AND GROUT O7 FIELD LOCATE PAD OR CAISSON UNDER IL Contractor to verify d dimensions detailed as such an 6owkgs SOLID AFTER BEAM IS SET, (TYPICAL ROOF OR DECK SUPPORT POST. PROVIDE TRU prior to fabrication of structural steel components. HDRw. EXCEPT WHERE NOTED). AT BASEMENT EA.HDR T K.S. 12 GA. POST BASE WITH 1/2' DIA. ANCHOR C. Architect approval must be secured prior to d enbatitritians LEVEL BEAMS PROVIDE 8' WIDE x 12' IRU BOLT FOR POST, PLACE POST BASE or changes. &rVDI 2 2x8 - HIGH x 5' DEEP BEAM POCKETS. C3 POST DIRECTLY ONTO PAD OR CAISSON & 10. BRACED WALL LINESWRAP A. Braced wag panels are indicated an ironing plans. NI braced !� PROVIDE 1/2' DIA, x 12' LONG WITH 2 LAYERS OF 30 LB, FELT WHERE THEY PASS THRU SLAB. (TYP.) wall panels to consist of 2x wall ironing members O 18' a.& with HDR. A307 ANCHOR BOLTS B MAX. 24' - 2-2x8 K.S - ------ 2-2x6 POST additional requkarm to per 2015 IRC. O.C. WITH MIN, 2 BOLTS PER PIECE. ® PROVIDE A VOID SPACE BELOW PARTITIONS S. Exterior Wooed we panels to be sheathed with 7/18' thick arcaded LOCATE ONE BOLT WITHIN 12' OF EA. OVER SLAB ON GROUND. DRYWALL OR strand toad naiad with 8d nab O 4' o.c. at panel edges and END OF EA. PIECE. (TYPICAL) PANELING TO BE APPLIED TO ALLOW VERT, C. 12' o.c. to Intermediate members. Interior braced wall panda to be sheathed With mnknum 1/2' O PROVIDE ADEQUATE WALL BRACING FOR MOVEMENT AT BOTTOMU COVER W/ MOULDING. '3'. gypsum board an bath faces except Where noted on plan. ALL BASEMENT WALLS OVER 16'-0 LONG SEE DETAIL Nall with 5d coder nags O 7' a.& (8d coder nab O 5/8' g)p. bel.). p PRIOR TO PLACING BACKFILL AGAINST WRAP PIPE COLUMNS AND UTILITY LINES D. Solid blocking panels must be Installed above and below all WALLS, DO NOT REMOVE BRACING UNTIL 9 W/ 3 LAYERS OF 30 L.B. FELT WHERE THEY I i I Interior braced wag panels In floor ironing. Blocking to be C POST BASEMENT AND 1st FLOOR FRAMING --- PASS THRU SLAB. (TYPICAL) --- attached to scall pates and floor sheathing With minimum --- i 1 I I i ARE IN PLACE, ---- -------- E AAlliext ria braced wall panels to be naiad to wag plates with ® SLAB TO HAVE POSITIVE SLOPE AWAY 10 PROVIDE 12' SQUARE DIAMOND SHAPED CONTROL JOINT AT ALL COLUMNS THAT cd . N horizontal edges blocked. Lower level ponds to attach to eM plate --- FROM BUILDING. PENETRATE SLAB, an foundation wall at lower edge and naiad to base plate of fist OS REFER TO DETAIL '1' FOR DEEP TRUSS F. level walls with edge haling requlroments Refer to 2015 IRC for additional requkaments BASEMENT WINDOW REINFORCING, (TYP.) ABOVE NOTES NM REFERENCED ©TURN DOWN SLAB EDGE 12' BELOW ON FOUNDATION PLAN DO NOT PRE -ENGIRD ROOF PRE-ENGWD ROOF FINISHED GRADE BY 8' WIDE, REINFORCE j APPLY TO THIS PLAN TRUSSES O 24 O.C. (TYP.) i WITH 1-#4 CONT, TOP AND BOTTOM. SUPPORT EDGE ON 8' OR 10'0 PIERS i, j TO BE i GIRDER TRUSS DRILLED TO SOLID BEARING AND MINIMUM GIRDER TRUSS REINFORCING I j 3 FEET DEEP (WHERE SHOWN). i ASTM A615 GRADE 60 I I UNLESS NOTED. i i Ie i 1 1 1-2x6 POST TO EA. 2x6 POST TO EA ------IHDR. alk 2-24 K.S. -------- --- 2-24 POST TRU HDRw. h OST EA.HDR T K.S. IRU - &rVDI 2 2x8 - K.S.IV z C3 POST - GIRDER HDR. h ------- l, - 2-2x8 K.S - ------ 2-2x6 POST j I I/ V , p P d yiy 2x4 N HUt POST I i j I i 1 I i I yyy��, P1s��.� 2x4 C POST --- --- ---- --- --- 1 i I i --- i 1 I I i --- of c b° 4-2x4 ---- -------- - --- i - --- 1Ad cd . N - --- d N y��jjjj TRUSS GIRDER GIRDER PRE -ENGIRD ROOF PRE-ENGWD ROOF j TRUSSES O 24' O.C. (TYP.) TRUSSES O 24 O.C. (TYP.) i i, j i GIRDER TRUSS GIRDER TRUSS i i I j i 4-2x4 POST I I zd O 4-2x4 POST aRTRUSSGIRDER IVa 1 I o< s d O i 5O Sf/, I l GIRDER TR USS }Olt ill I I 1N iOyt d C yA ' I I IC5 I I ' I I i I 1d i , j I i 1 i l j I 2x4 POST gRO72 TRUSS BRIMUSS 4-2x4POT o dd •N� II�,Ii Ilt I TRUSS iIIIIji 44 POS PRE -GRD ROOF PRE-ENGRD ROOF IP. RUSEO 2O.0T TRUSSES O 24' O.C. TIP. II'I Ii' I i .. .. i n-9rf, 'n4Zr TO EA. EA - 1 -24 POST TO EA. 1-2x6 POST TO EA. HDR. & 2-2x8 K.S. HDR. & 2-2di K.S HDR. B 2-2x6 K.S. PLAN "106" PLAN 'e106" PLAN "106" LOT 17 LOT 16 LOT 15 ROOF FRAMING PLAN 3h6"=1'-0" L REFER TO PLANS BY TRUSS MFR. FOR EXACT LOCATION OF ROOF TRUSSES AND GIRDER TRUSSES, 2. TRUSS MANUFACTURER AND FRAMER TO COORDINATE LAYOUT FOR FLUE AND MECHANICAL PENETRATIONS. 3. ALL OVERFRAMING TO CONSIST OF TRUSSES BY TRUSS MFR, OR 2x6 RAFTER MEMBERS SUPPORTED 2 4'-0 o.c. MAX. BY VERTICAL MEMBERS (2x4 MIN.) TO TRUSSES. BRACE VERTICAL MEMBERS AT MID -HEIGHT WHERE GREATER THAN 6'-0. 4. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND DETAILS. 5. REFER TO SITE SPECIFIC FDN. FOR CONSTRUCTION, \L wDR. & 2-2xtT K.S PLAN "106" LOT 14 Rs�E.i�734.7 PLAN "106" LOT 13 x10 HDR EXCEPT WH jTYPiCNOTDAt, ZdDASHED LINES INDICATE BRACED WALL LINES/ PANELS . ALL WALLS TO BE CONTINUOUS SHEATHED WALL PANELS EXCEPT VMERE NOTED. (TYPICAL) 156M2T37iitcil -3-24 POST 3108 VA DATE FEB, 11, 2021 BY LW CHECKED JM of W heat CD 6yG"b`n9 001110c ROOF FRAMING PLAN 5 PLEX TOWNHOUSE BUILDING 11824, 11818, 11812. 11806 & 11800 WEST 52ND AVENUE LOTS 13, 14, 15, 16 & 17, BLOCK 1 HANCE RANCH TOWNHOMES WHEAT RIDGE, COLORADO REMINGT❑N HOMES STRUCTURAL ENGINEERS 6355 WARD ROAD, SUITE 308 a ARVADA, CO. 80004e 940-0996 SHEET NO. a CONC. SLAB ERE READ, A-#4 TOP & OT, CONT. o Z z POLY, ROUGHEN 3o PO m � _ w• a �4' VOID MAT'L. BTWN. a PADS. BEAR ON UNDIS-PROVIDE /5 x V-6' DWLS. TURBED SOIL, SEE 0 2'-0 MAX. (MIN. 2 OWLS. PLAN 1 IPER PAD) SECTION 'D' 1/2'=r -o BEAR ON LIND TURBED SOIL. TOP & CONT. MAT'L, BTWN. 2-#4 TOP, SEE WALL AT SPACE SECTION \ PROVIDE 15 x 2'-6' OWLS. O T-0 MAX. (MIN. 2 DOWELS PER PAD) FDN. WALL 3'-0 2-#4 X FOR 4'-0 LONG HAUNCH. (1 EA. FACE) EXTERIOR SLAB, SEE PLAN FOR DETAILS. SECTION 'E' 1/2'=1'-o DETAIL '2' (NO SCALE) CRAWL SPACE MASONITE OR 30 LB. FELT BOND BEAKER, CONT wI -rfvw 4' CONC. SLAB y I III III i PARTITION WHERE EQD. w SCREWS AS aFLAG READ. FOR NSTABILITYDRILLED HOLE j MOULDING, NAIL CONCRETE " " WOOD 2X, NAIL 001 1 SLAB TO SLAB I DETAIL '3' 1'=1'-0 BEAR ON UNDIS- TYPICAL CONSTRUCTION OF VOID TURBED SOIL, _ SPACE FOR PARTITIONS ON SLAB ill CONIC, SLAB ERE READ, TOP & BOT. (2 EA. FACE) ROUGHEN 4' VOID MAT'L. BTWN. SECTI❑N 'D SIM,' OVIDE /5 x 2'-6' OWLS. 2'-0 MAX (MIN. 2 OWLS. R PAD) 1/2'=1'-0 MASONITE OR 30 LB. FELT BOND BREAKER, CONT 4' CONIC. SLAB WHERE EQD. --� b I v CONC. SLAB ERE READ, TOP & HOT. (2 EA, FACE) 4' VOID MAT'L, BTWN, PADS, BEAR ON UNDIS- PROVIDE #5 x V-6' OWLS. TURBED SOIL. SEE O 2'-0 MAX. (MIN. 2 OWLS. PLAN 1 IPER PAD) SECTI❑N 'E SIM,' 1/2'=1'-O 16'-4' S'-8' 16'-4' 5'-8' 16'-4' 5'-8' 16'-4' 5'-8' 16'-4' 2'-10' 21'-6 1/2' 11' 21'-1' 11' 21'-1' 11' 21'-1' ill 21'-6 1/2' 22'-0' 22'-0' 22'-0' 16'-4' 10'-0' 12'-0' 10'-0' 12'-0' Il' -4' 5'-0' 5'-0' 11'-4' 12'-0' SIMPSON STHD10 SIMPSON STFIDIO STHD10 SIMPSON S7HD10 STRAPS IN FDN. STRAPS IN FDN. STRAPS IN FDN. STRAPS N FDN. MPSON ShID10 SIMPSON STHD10 APS IN FDN. TSIMPSON STRAPS N �. STEP BOT. OF z/f jv FDN. 8't r------ ------ -- STEP TOP aF --- ----- STEP BOL OF STEP TOP -- S1EP �T. ------ -- STEP TOP OF ------ STEP 80T. OF STEP TOP ------ ------ - ------ -- OF --- b --- o ----- -- OF --- o - NOTCH FDN. 12• MAX FOR FDN. 6'3 o FDN. 8't FDN. 7 1/2'1 FON. 7 1/2't FON. 5 1/2't FDN. 6 1/2't FDN. 6't , NOTCH FDN. tY MAX. FOR DOOR & MAINTAIN 18' MIN. S1 S1 iu� NOTCH FO,. 12' MAX FOR S1 S1 iu NOTCH FDN. 12' MAX FOR S1 Si N NOTCH FDN. 12' MAX FOR St S1 N DOOR A: MAINTAIN 18' AIN. B1wN. ROWS OF REINF. S1 Si BTWN. ROWS OF REINF. gM, i i DOOR h MAINTAIN 16' MN. DOOR h MAINTAIN i8' MN. yTM, DOOR do MAINTAIN 18' MN. SIM. TOP OF I , I BTWN. ROWS OF REINF. I I BTWN. ROWS OF REINF. I BTWN. ROWS OF REINF. CROSSHATCHING INDICATES PLACEMENT STEP TOP OF . 80t I I I I STEP TOP OF I , I , STEP TOP OF I 1 , I I STEP TOP OF 1 OF 4' VOD MAIL UNDER GRADE BEAM. FDN. 9't GARAGE I I FDN. t' -0't I 1 FDN. 1'-2't I FDN. t' -0't OMIT FTG. PN) do SEAL VOD W/ POLY. 1 4' CONC. SLAB ON GROUND I i I `o I I i it• WALL I I `o 1t' WALL CCN-) t1' WALL -7 , GARAGE , 11' WALL , , , `° ' $ O GARAGE GARAGE STEP TDP OF 4' CONIC, SLAB ON GROUND 16' FTG. PAD TYP. EXCEPT WHERE NOTED i t o 1 1 � 4 CONC. SLAB ON GROUND I, , 4 CONC. SLAB ON GROUND 1 1, FDN. 1'-8•t " i " ® i " ® i GARAGE 6' WALL TYPICAL EXCEPT WHERE NOTED i i I 4' CONC. SLAB ON GROUND STEP BOT OF 80T. OF I I STEP BOL OF i I cu I I '" I STEP BOL OF I i I N i N l I '" I I STEP BOL OF I I I N I o 1 I STEP 80T. OF i I iu I l o MN. i' -6'f I FDN. V -0't i l o FDN. i' -0'f o FON. t' -2't FDN. 1'-11 7'-4' 8'-0' 14'-0' 8'-0' 14'-0' 8'-0' 14'-0' 8'-0' 14'-0'� 8'-0' 7'-4' ------------ --- -- ---- 22'-0' ------------ -- - ----- 22'-0' ------------ 22'-0' ------ ---- ------------ 15'-4' --- ------- ----------- --- ------- f___ _______ ___________� I i r__ i __ ____- STEP BOL of ____-______r I r____ I 4xxxxxxxx ______ STEP BOL OF =f ___-_______r I r__ ___________� I STEP BOT OF I i r__ i ________ ___________, STEP BOT. OF 1 i FDN. 8't I . 9 i/2't 1 1 1 FDN. 3 1/2't i' . t'-1•trF I S1 S1 Si Sl I 1 Si Si St Si I Sl S1 Sl S1 S1 Si I S1 Si S1 St ' �M'' ' �"'' CRAWL SPACE ' CRAWL SPACE'' CRAWL SPACE CRAWL SPACE CRAWL SPACE I I i i I I 2 I iu I I I I V MADE x 6' i l 4' NIDE x 9 1/2' I C NIDE x 3 1/2' I 4• WIDE x 1'-1' I I SIM. Z HIGH LEDGE .,_ i HIGH LEDGE I HIGH LEDGE i _I,_ HIGH LEDGE Nt U N " ;'; PORCH m PORCH STEP BOL OF r �— r I I c r WON. i' -0'f STRAP N F D10 STRAPS IN FDN. I I STRAPS F D10 STRAPS IN FON. I PORCH I STRAPS S1HD70 STRAPS IN FDN. I PORCH I I :o STEP 801. OF SIMPSON STHDIO STRAPS N FDN. i STEP BOT OF SIMPSON STHD10 STRAPS IN FDN. i j j FDN. 3 1/2'f o i FON. 1'-1•t //-.PORCH i b BDT. OF i o STEP BOT OF ^ SISI J I n FDN. 8't ' + ' I FDN. 9 1/Yt ---� �- I �- - --- --- t _J , WHO WM3 STEP BOT. OF 1 FDN. 1'-0't r_ _r __•_ _r i ._q. IH .a 1 o I r___r __•_ 12,_q, b.i i I ,_4. I8,1 `0 Ig.l ._q1 m `0 HI 2._4% i io i j L L -- --J I 4 i l r- 4 i 4 1 r- _ I _ _ -� !}. • J 1. •I I J 1 I 1 1 ' J 1 i ;p i I I 1. r• .D i= I• L I• ' r . - i I' r • . i• I r i— • I • = I• J_ 1_ � - -- O� �-- o I 1 TOP OF :. I TOP OF " ' SISI STEP TOP aF 4'-2' i'_6' '-4 i/2 I St S1 STEP TOP DF Y-6- 4'_2• i'-6' '-4 i/2 I Sl St STEP TOP OF 4'_2' 1'_6' 7'_8' i'_6' 4,_2' '-4 1/2' 1'-6' 4'-2' . 8' SISI FDN. 8' 1 FDN. 8' FDN. 8' M M APS IN FDN. APS IN FDN. 3'-6' 3 -0� 3 -5' 3 0' I 3'-5' 3'-0' 3 -0' _0• 2'-0 1/2' 2'-0 1/2' 2'-0'1/2' '-2 '-0' 6'-0' 3'-0' 2'-8' 2'-10' 3'-0' '-o' 6'-5 1/2' 3'-0' 2'-8' 2'-10' 3'-0' '-0' 6'-5 i/2' 3'-0' 2'-8' 3'-3' 6'-6' 3'-3' 2'-8' 3'-0' 6'-5 i/2' '-0' 3'-0' 2'-l0' 2'-8' 3'-0' l'-6' 11'-0' 9'-0 1/2 V-6' 11'-5 1/2' 9'-0 1/2' V-6' 11'-5 1/2' 19-0' 11'-5 22'-0' 22'-0' 22'-0' 22'-0' 22'-0' PLAN "106" LOT 17 PLAN "106" LOT 16 UNIT "106" LOT 15 FOUNDATION PLAN 1. REFER TO HOUSE PLANS FOR DETAILS. 2. REFER TO SITE SPECIRC FON. FOR CONSTRUCTION. UNIT "106" LOT 14 UNIT "106" LOT 13 LEGEND — F❑UNDATI❑N NOTES OPROVIDE BEAM POCKET AND GROUT Oj FIELD LOCATE PAD OR CAISSON UNDER SOLID AFTER BEAM IS SET. (TYPICAL ROOF OR DECK SUPPORT POST, PROVIDE EXCEPT WHERE NOTED). 12 GA. POST BASE WITH 1/2' DIA. ANCHOR BOLT FOR POST, PLACE POST BASE O PROVIDE 1/2' DIA. x 12' LONG DIRECTLY ONTO PAD OR CAISSON & A307 ANCHOR BOLTS 2 MAX. 18' WRAP WITH 2 LAYERS OF 30 LB. FELT O.C. WITH MIN. 2 BOLTS PER PIECE. WHERE THEY PASS THRU SLAB. (TYP.) LOCATE ONE BOLT WITHIN 12' OF EA, END OF EA, PIECE,(TYPICAL)® PROVIDE A VOID SPACE BELOW PARTITIONS O3 PROVIDE ADEQUATE WALL BRACING FOR OVER SLAB ON GROUND, DRYWALL OR ALL DEEP WALLS OVER 16LONG PANELING TO BE APPLIED TO ALLOW VERT. MOVEMENT AT BOTTOM) COVER W/ MOULDING, PRIOR TO PLACING BACKFILL AGAINST SEE DETAIL '3'. WALLS. DO NOT REMOVE BRACING UNTIL BASEMENT SLAB & 1st FLOOR FRAMINGO WRAP PIPE COLUMNS AND UTILITY LINES ARE IN PLACE, W/ 3 LAYERS OF 30 LBS FELT WHERE THEY OSLAB TO HAVE LAB, (TYPICAL) IVE SLOPEPASS AWAY FROM BUILDING. 10 PROVIDER 2SY SQUARE DIAMOND SHAPED CONTROL JOINT AT ALL COLUMNS THAT OS REFER TO DETAIL '1' FOR DEEP PENETRATE SLAB, BASEMENT WINDOW REINFORCING, (TYP,) ©TURN DOWN SLAB EDGE 12' BELOW JABOVE NOTES Z{QL REFERENCED FINISHED GRADE BY 8' WIDE. REFORCE ON FOUNDATION PLAN DO NOT IN WITH L-#4 CONT. TOP AND BOTTOM. APPLY TO THIS PLAN. SUPPORT EDGE ON S' OR 10'0 PIERS MIN. 3 FEET DEEP & TO SOLID BEARING. (WHERE SHOWN) i 1, LIVE LOADS USED IN DESIGN, A. ROOF (SNOW) --------------------------------30 PSF B. FLOORS ------------------------------------40 PSF C. LATERAL EARTH PRESSURE ---------------------75 PCF 2, CONCRETE, REFER TO SOIL REPORT FOR CEMENT TYPE, A. ALL CONCRETE SHALL DEVELOP 4,000 PSI MINIMUM COMPRESSIVE STRENGTH 8 28 DAYS (4,500 PSI WHERE READ, SEE SOIL REPORT). B. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60, LAP BARS 24' MINIMUM AT SPLICES, MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEPDOWNS. STAGGER SPLICES, C. REINFORCING ALTERNATE, 1-#4 GRADE 60 MAY BE REPLACED WITH 1-1115 GRADE 40, 3. STEEL, A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT PIPE COLUMNS SHALL CONFORM TO ASTM A53 (GRADE B) OR A501. B. ADJUSTABLE PIPE COLUMNS TO BE 11 GA. MINIMUM AND BE LOAD RATED FOR 14,600 LBS, MINIMUM AT 7'-0 HEIGHT. ADJUSTABLE COLUMNS TO CONFORM TO 'USE MATERIALS BULLETIN UM -2411', 4. FOUNDATION SOIL CRITERIA, DESIGN BASED ON RECOMMENDATIONS BY CTL/THOMPSON, INC., PROJECT NO. DN50,047-120-R1, RECOMMENDATIONS IN THE REPORT SHOULD BE FOLLOWED. MAXIMUM SOIL BEARING PRESSURE = 3,000 PSF (DL+LL) MINIMUM DEAD LOAD PRESSURE = 1,000 PSF (WHERE POSSIBLE) 5. VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. REINFORCING TO BE ASTM A615 GRADE 60 UNLESS NOTED. CONT. -0 O 16' O.C. SECT. 'A' OR 'E• ON S-2 FOR ADVL LEDGE DET. <NO SCALE) (3000/1000) From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Tuesday, March 9, 20214:43: 12 PM New Single -Family TOWNHOME UNIT THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Has the Master Plan Yes been approved for this project? Name of Project Hance Ranch PROPERTY INFORMATION Property Address - 1 1818 West 52nd Ave Only enter one unit on this application Property Owner Name Remington Homes Property Owner Phone 303-435-3850 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email sknoll@remingtonhomes.net Address PLAN REVIEW CONTACT INFORMATION What is your role? Owner, Project Manager, General Contractor Business Name Remington Homes Main Contact Name for Steve Knoll Plan Review Contact Phone Number 303-435-3850 (enter WITH dashes, eg 303-123-4567) Contact Email Address sknoll@remingtonhomes.net for Questions/Comments Retype Contact Email sknoll@remingtonhomes.net Address DESCRIPTION OF WORK Detailed Scope of New single family townhome - 3 -story, 3 bedroom, 3.5 bath - Work - Example: New 1,936 sq ft total (Plan 106, Lot 14 Block 1) single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of 11936 New Construction Foundation Plans for Structurals.pdf Specific Building Elevations of Building Elevations.pdf Site Plan showing Unit 1211-1627 B01 Ll 3-1 Highlighted Floor plan of Unit A2-3.pdf Construction Plans Field not completed scanned on 11"x17" or larger I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. 216 521 Square Feet Price Per Sq Ft Total Calc Valuation Change Project Value (contract Living Space 1959 $122.46 $239,899.14 value or cost of ALL Unfinished Basement 0 $22.45 $0.00 Finished Basement 0 $32.45 $0.00 Garage 423 $48.30 $20,430.90 materials and labor) Porch, Deck Patio 90 $22.00 $20,430.90 2472 $280,760.94 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Steve Knoll Permit Email not displaying correctly? View it in your browser. Permit may be ISSUED; all required documentation has been received and approved. Dave Brossman, Development Review Engineer, 03/17/2021 Prior to issuance of the last C.O. for the building, a Grading Certification Letter shall be required from the Engineer of Record certifying that the final grading has been completed and is in general Conformance with the approved Grading Plan, and that the drainage shall function per the Final Drainage Report/Plan. City of Wheat Ridge Single Family - New PERMIT - 202100481 PERMIT NO: 202100481 ISSUED: 04/27/2021 JOB ADDRESS: 11818 W 52nd Ave EXPIRES: 04/27/2022 JOB DESCRIPTION: Hance Ranch - New single family townhome - 3 -story, 3 bedroom, 3.5 bath - 1,936 sq ft total (Plan 106, Lot 14 Block 1) *** CONTACTS *** OWNER (303)420-2899 HANCE RANCH STATION LLC GC (303)420-2899 MEGAN SPARKS 160075 REMINGTON HOMES OF COLORADO SUB (303)421-4506 BEN MILLWOOD 019354 MILLWOOD PLUMBING & HEATING SUB (720)563-9164 MICHAEL J LIND RAVEN LIND 170368 RED ROCK ELECTRIC SUB (303)423-1982 TOM LAUHON 017790 FOUR SEASONS HEATING, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2927 / PARK MEADOWS BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 280,760.94 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 51895.98 Permit Fee 21299.50 Engin. Review Fee 100.00 ** TOTAL ** 81415.48 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WSP-17-04) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. 1* � � i City of Wheat Ridge Single Family - New PERMIT - 202100481 PERMIT NO: 202100481 ISSUED: 04/27/2021 JOB ADDRESS: 11818 W 52nd Ave EXPIRES: 04/27/2022 JOB DESCRIPTION: Hance Ranch - New single family townhome - 3 -story, 3 bedroom, 3.5 bath - 1,936 sq ft total (Plan 106, Lot 14 Block 1) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 04/27/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. A City of Wheat Ridge Commercial Retaining Wall PERMIT - 201902540 PERMIT NO: 201902540 ISSUED: 03/26/2020 JOB ADDRESS: 11818 W 52nd Ave EXPIRES: 03/26/2021 JOB DESCRIPTION: Hance Ranch - Install pond retaining walls - 2,291 sq ft total *** CONTACTS *** OWNER (303)420-2899 HANCE RANCH STATION LLC GC (303)905-1862 MATTHEW HAWLEY 190340 INTEGRATED WALL SOLUTIONS LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 59,553.00 FEES Total Valuation 0.00 Engin. Review Fee 700.00 No Fees 0.00 ** TOTAL ** 700.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this pennrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The .r, stance orgranf of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any alicaGle c de ora rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wh6atRjoge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(c)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 1 J q /1 q III---���Plan/Permit#/ �/ 1 `'It.�V Plan Review Fee: Ir, ii./ A.1 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: _11818 W 52nd Ave. Property Owner Hance Ranch Station LLC Phone: 303-420-2899 Property Owner Email:_drew.DeGrassi@anddevelopment.com Tenant Name (Commercial Projects Only) Andrew DeGrassi Property Owner Mailing Address: (if different than property address) Address: 5470 Olde Wadsworth Boulevard Arvada. Colorado 80002 Arch itect/Engineer: ERS Architect/Engineer E-mail: earthretention.com Phone: 678-903-3614 Contractor Name: Alpine Civil Construction, Matt Varholdt City of Wheat Ridge License #:190340 Phone:_720-285-6013, Contractor E-mail Address matt@alpine-civii.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Matt Varholdt Phone: 720-285-6013 CONTACT EMAIL(please print): matt@alpine-civil.com p1q Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. [-]COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. This permit is for the installation of (2,291 SFF), Pond Retaining Walls. Sq. FULF _2,291 Amps Squares BTUs Gallons For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $59,553.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) o_r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): �// �YG DATE:12/311 9 Printed Name: Matt Varholdt DEPARTMENT USE ONI. ZONING COMMMENTS:T?,r*4Q �` C� lel Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: It l lafrq PUBLIC WORKS COMMENTS: Reviewer: �✓�/ �P � - 323120 OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: �✓ ✓ City of Wheat -Midge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29t' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 23 XAAp,, 12o ADDRESS: //B /,,05 5214 AVE—,- Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ci.wheatridge.co.0 s Rev 2/08 City of WheatF j NITge COMMUY DEVELOPMENT HANCE RANCH 11818 W. 5211 Avenue Retaining Wall Plans — Approval Letter — Engineering Division Permit No. 201902540 March 23, 2020 Proposed Segmental Retaining Walls — 311 Submittal Anchor Wall Engineering, LLC Dated 3/16/20 Comments based on drawings and calculations submitted by Alpine Civil Construction on March 18, 2020. GENERAL COMMENTS This submittal is for the proposed retaining wall system, a segmental retaining wall with geogrid reinforcing and modified double stacking of block. The wall systems shall be contained wholly within the tracts with no encroachment into the public Right -of -Way. Construction of the walls shall be completed be per the plans signed and stamped on March 16, 2020 by Donal J. Armstrong, P.E., on behalf of Anchor Wall Engineering, LLC. The Engineering Division takes no exception to the submitted plans but does not waive or exempt wall construction from City standard requirements or procedures. All required permitting and permissions shall be in place prior to the commencement of construction. MVN 3/23/20 City of Wheat j�idg-e COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: _2_a .14A F, 20_5>1-_) Location of Construction: l W . 62 `Ld AV'9 , Purpose of Construction: .3 A%0( 5AS1AE,&LYAL 9WA-",K/G WAI Single Family Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Sinsle Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multi-Family Review Fees: Fees include reviews of the 1St and 2nd submittals • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee: .................................................... $600.00 • Trip Generation Study Review Fee: .................................................. $200.00 • Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan................................................................. $100.00 ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/stormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3' submittal ('/2 initial review fee): .................................................... $300.00 $ 4th submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): 70c, PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ei.wheatridge.co.us Rev 01/20 DocuSign Envelope ID: 179564E4-DB85-49CB-8052-C3DEBCBA151D February 7, 2020 Frank Dehoff Outside the Box Site Solutions Dear Frank: Project DA 20-002 Re: Retaining Wall Calculations, Hance Ranch Project, Jefferson, Colorado Anchor Wall Engineering, LLC (AWE), has prepared the wall design for the proposed segmental retaining wall systems at the referenced site. Design calculations are attached to this letter. Basis for Design The design is based on: Design Methodology NCMA 3rd Edition Grade Line Data Source Baseline Engineering, dated May 8, 2019 Block Type Diamond Pro Geosynthetic Reinforcement Miragrid 3XT Soil Zone (degrees) y (pcf) c (psf) Reinforced Soil 36 130 - Retained Soil 28 125 0 Foundation Soil 28 125 0 Soil parameters for the design of mechanically stabilized earth structures were not provided by the owner or the owner's representative. To complete the design, soil parameters were assumed based on a review by AWE of the soils report prepared by A.G. Wassenaar, Inc., dated March 21, 2017. It is the responsibility of the owner or owner's representative to verify the assumed soil strength parameters are representative of the soils available for wall construction. If the soil strength parameters are found to be inconsistent with those assumed by AWE, this design is no longer valid and it is the responsibility of the owner or owner's representative to notify AWE so the retaining wall system can be redesigned. Wall Design The wall design was performed using proprietary Belgard SRW Design Software, Version 1.0 in general accordance with the latest edition the National Concrete Masonry Association (NCMA) Design Manual Anchor Wall Engineering, LLC. 5909 Baker Road, Suite 550 Minnetonka, MN 55345-5996 DocuSign Envelope ID: 179564E4-DB85-49CB-8052-C3DEBCBA151D The factors of safety used in this design are outlined in the attached information. The wall design provided meets or exceeds the minimum requirements. General Engineering services provided by AWE for this project have been conducted with that level of care and skill ordinarily exercised by members of profession currently practicing in Colorado under similar time restraints. Thank you for using the services provided by AWE. If you have any questions regarding this letter or design, please call Don Armstrong at 612-201-1694 or Jon Huyck at 952-933-8855. Sincerely, V6 -d J Nrmf mA Donal J Armstrong, PE Anchor Wall Engineering, LLC February 7, 2020 oma.1. ARMS ,,....,. Fy 0. •o ^� APE4-44025 kl ebruary 2020 .s• 5 : a .:•.....!moi Attachments: Retaining Wall Design Calculations Anchor Wall Engineering, LLC. 5909 Baker Road, Suite 550 Minnetonka, MN 55345-5996 DocuSign Envelope ID: 179564E4-DB85-49CB-8052-C3DEBCBA151D Project: - DA 20-UU2 Hance Ranch [Rev. 1J Section #9 at Station 135.00 Report Date February 07, 2020 Designer AWE Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Sele-Licensor/Product Line: Belgard Name: Diamond Pro Seismic As N/A Soil Parameters (Mirafi Miragrid 3XT) 5.50 ft - In Situ Section Height 7.67 Back Slope 0.00° - - -(Mirafi Miragrid 3XT) 5 00 h DL Surcharge Friction Density y Cohesion Cf Soil Zone Soil Type Angle rp [Ib/ft'] [lb/ft-] Infill (i) GP 36° 130.00 n/a Retained (r) CL 28° 125.00 n/a Foundation (f) CL 28° 125.00 0.00 Base (b) GW 39° 140.02 n/a Drainage (d) GP 35° 115.00 n/a Wall: Wall 1 9D (Mirafi Miragrid 3XT) 5.50 ft - - -(Mirafi Miragnd 3XT) 5.00 It Section Height 7.67 Back Slope 0.00° - - -(Mirafi Miragrid 3XT) 5 00 h DL Surcharge 0 - - - -(Mirafi Miragrid 3XT) 5 00 ft - - - -(Mirafi Miragrid 3XT) 5 00 ft Section Details Section Height 7.67 Back Slope 0.00° LL Surcharge 250 DL Surcharge 0 Design Height 7.33 ft Crest Offset 0.00 ft LL Offset 5.00 ft DL Offset 0.00 ft Embedment 0.73 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements 3XT - Mirafi Miragrid 3XT Supplier: TenCate Geosynthetics - Mirafi, Fill Type: 3/4"- gravels or aggregate Tutt 3,500.78 Ib/ft RFcr 1.58 RFd 1.10 LTDS 1,831.14 lb/ft RFid 1.10 Cds 0.90 Ci 0.90 Connection/Shear Properties acs1 801.00 lb/ft IP -1 1,000.00 lb/ft acs2 1,783.00 lb/ft IP -2 2,184.00 lb/ft acs max 2,086.00 Ib/ft au 1,180.00 Ib/ft AU 45.00 Ib/ft Vu(max) 2,660.00 Ib/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity . Analysis uses Auto -run Trial Wedge method for Seismic when 40 - aTan(kh) - R < 0 External Static FS Bearing Capacity 5.52 Bearing Pressure 1127.83 Ib/ftz Overturning 4.18 Max Eccentricity 0.17 ft Base Sliding 2.08 Crest Toppling 12.88 Internal Sliding 3.98 Internal Tensile Internal Static Sliding Pullout Overstress Layer Elevation [ft] Rein. Length [ft] FS FS FS 5 64.37 3XT 5.50 16.70 2.19 13.36 4 63.03 3XT 5.00 8.76 4.84 12.77 3 61.70 3XT 5.00 6.16 8.22 9.89 2 60.37 3XT 5.00 4.81 11.76 8.07 1 59.03 3XT 5.00 3.98 15.40 6.82 NOTE: THESE CALCULATIONS, QUANTITIES, AND LAYOUTS ARE FOR PRELIMINARY DESIGN ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION WITHOUT REVIEW BY A QUALIFIED ENGINEER Belgard® Software Version 1.0 Page 1 Printed 2/7/2020 Version: 1.40.5.503 DocuSign Envelope ID: 179564E4-DB85-49CB-8052-C3DEBCBA1 51 D Project: - DA 2U-UU2 Hance Ranch [Rev. 1J NOTE: THESE CALCULATIONS, QUANTITIES, AND LAYOUTS ARE FOR PRELIMINARY DESIGN ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION WITHOUT REVIEW BY A QUALIFIED ENGINEER Wall: Wall 1 Belgard® Software Version 1.0 Page 2 Printed 2/7/2020 Version: 1.40.5.503 Connection Facing Static Strength Layer Elevation [ft] Rein. Length [ft] FS 5 64.37 3XT 5.50 20.44 4 63.03 3XT 5.00 13.38 3 61.70 3XT 5.00 10.18 2 60.37 3XT 5.00 8.58 1 59.03 3XT 5.00 7.62 NOTE: THESE CALCULATIONS, QUANTITIES, AND LAYOUTS ARE FOR PRELIMINARY DESIGN ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION WITHOUT REVIEW BY A QUALIFIED ENGINEER Wall: Wall 1 Belgard® Software Version 1.0 Page 2 Printed 2/7/2020 Version: 1.40.5.503 DocuSign Envelope ID: 179564E4-DB85-49CB-8052-C3DEBCBA151D Project: - DA 20-002 Hance Ranch (Rev. 1) Section #9 at Station 177.75 Report Date February 07, 2020 Designer AWE Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial Sele,Licensor/Product Line: Belgard Name: Diamond Pro Seismic As N/A Soil Parameters In Situ LL Surcharge 250 DL Surcharge 0 Design Height 7.67 ft Crest Offset 0.00 ft Friction Density y Cohesion Cf Soil Zone Soil Type Angle rp [Ib/ft'] [Ib/ft2] Infill (i) GP 36° 130.00 n/a Retained (r) CL 28° 125.00 n/a Foundation (f) CL 28° 125.00 0.00 Base (b) GW 39° 140.02 n/a Drainage (d) GP 35° 115.00 n/a Wall: Wall 2 (Mirafi fAiragnd 3XT) 5.50 ft -(Mirafi Miragrid 3XT) 5 00 It - - -(Mirafi Miragrid 3XT) 5 00 ft - - - -(Mirafi Miragrid 3XT) 5 00 ft - - - -(Mirafi Miragrid 3XT) 5.00 ft Section Details Section Height 7.67 Back Slope 0.00° LL Surcharge 250 DL Surcharge 0 Design Height 7.67 ft Crest Offset 0.00 ft LL Offset 5.00 ft DL Offset 0.00 ft Embedment 0.77 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements 3XT - Mirafi Miragrid 3XT Supplier: TenCate Geosynthetics - Mirafi, Fill Type: 3/4"- gravels or aggregate Tult 3,500.78 lb/ft RFcr 1.58 RFd 1.10 LTDS 1,831.14 Ib/ft RFid 1.10 Cds 0.90 Ci 0.90 Connection/Shear Properties acsl 801.00 lb/ft IP -1 1,000.00 lb/ft acs2 1,783.00 lb/ft IP -2 2,184.00 lb/ft acs max 2,086.00 Ib/ft au 1,180.00 Ib/ft Au 45.00 Ib/ft Vu(max) 2,660.00 Ib/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity * Analysis uses Auto -run Trial Wedge method for Seismic when $ - aTan(kh) - R < 0 External Static FS Bearing Capacity 5.22 Bearing Pressure 1194.42 Ib/ft2 Overturning 3.94 Max Eccentricity 0.19 ft Base Sliding 2.03 Crest Toppling 6.80 Internal Sliding 3.81 Internal Tensile Internal Static Sliding Pullout Overstress Layer Elevation [ft] Rein. Length [ft] FS FS FS 5 64.03 3XT 5.50 13.74 2.22 10.84 4 62.70 3XT 5.00 7.90 5.08 11.90 3 61.37 3XT 5.00 5.75 8.43 9.37 2 60.03 3XT 5.00 4.57 11.95 7.72 1 58.70 3XT 5.00 3.81 15.57 6.57 NOTE: THESE CALCULATIONS, QUANTITIES, AND LAYOUTS ARE FOR PRELIMINARY DESIGN ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION WITHOUT REVIEW BY A QUALIFIED ENGINEER Belgard® Software Version 1.0 Page 3 Printed 2/7/2020 Version: 1.40.5.503 DocuSign Envelope ID: 179564E4-DB85-49CB-8052-C3DEBCBA151D Project: - DA 20-002 Hance Ranch [Rev. 1] NOTE: THESE CALCULATIONS, QUANTITIES, AND LAYOUTS ARE FOR PRELIMINARY DESIGN ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION WITHOUT REVIEW BY A QUALIFIED ENGINEER Wall: Wall 2 Belgard@ Software Version 1.0 Page 4 Printed 2/7/2020 Version: 1.40.5.503 Connection Facing Static Strength Layer Elevation [ft] Rein. Length [ft] FS 5 64.03 3XT 5.50 15.63 4 62.70 3XT 5.00 12.31 3 61.37 3XT 5.00 9.69 2 60.03 3XT 5.00 8.29 1 58.70 3XT 5.00 7.43 NOTE: THESE CALCULATIONS, QUANTITIES, AND LAYOUTS ARE FOR PRELIMINARY DESIGN ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION WITHOUT REVIEW BY A QUALIFIED ENGINEER Wall: Wall 2 Belgard@ Software Version 1.0 Page 4 Printed 2/7/2020 Version: 1.40.5.503 DocuSign Envelope ID: 179564E4-DB85-49CB-8052-C3DEBCBA151D Project: - DA 20-002 Hance Ranch [Rev. 1J Section #3 at Station 3.00 Report Date February 07, 2020 Designer AWE Design Standard National Concrete Masonry Association 3rd Edition Design Static Unit of Measure U.S./Imperial SeleLicensor/Product Line: Belgard Name: Diamond Pro Seismic As N/A Soil Parameters In Situ 0.00° LL Surcharge 0 DL Surcharge 0 Design Height 3.67 ft Crest Offset Friction Density y Cohesion Cf Soil Zone Soil Type Angle tp [Ib/ft'] [Ib/ft'] Infill (i) GP 36° 130.00 n/a Retained (r) CL 28° 125.00 n/a Foundation (f) CL 28° 125.00 0.00 Base (b) GW 39° 140.02 n/a Drainage (d) GP 35° 115.00 n/a m 0 Wall: Wall 3 - - --(IAiraff Miragrid 3XT) 4 00 ft - - - - -(Mirafi Miragrid 3XT) 4 00 ft Section Details Section Height 3.67 Back Slope 0.00° LL Surcharge 0 DL Surcharge 0 Design Height 3.67 ft Crest Offset 0.00 ft LL Offset 0.00 ft DL Offset 0.00 ft Embedment 0.67 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft Minimum Factors of Safety Reinforced External Value Internal Value Facing Value FSsl Base Sliding 1.50 FSsl Internal Sliding 1.50 FScs Connection Strength 1.50 FSbc Bearing Capacity 2.00 FSpo Pullout 1.50 FSsc Facing Shear 1.50 FSct Crest Toppling 1.50 FSto Tensile Overstress 1.50 FSot Overturning 2.00 Reinforcements 3XT - Mirafi Miragrid 3XT Supplier: TenCate Geosynthetics - Mirafi, Fill Type: 3/4% gravels or aggregate Tult 3,500.78 lb/ft RFcr 1.58 RFd 1.10 LTDS 1,831.14 lb/ft RFid 1.10 Cds 0.90 Ci 0.90 Connection/Shear Properties acS1 801.00 lb/ft IP -1 1,000.00 lb/ft acs2 1,783.00 Ib/ft IP -2 2,184.00 lb/ft acs max 2,086.00 Ib/ft au 1,180.00 Ib/ft Au 45.00 Ib/ft Vu(max) 2,660.00 Ib/ft Analysis Results * Analysis includes Vertical Forces * Embedment is included in Bearing Capacity " Analysis uses Auto -run Trial Wedge method for Seismic when 4) - aTan(kh) - R < 0 External Static FS Bearing Capacity 10.88 Bearing Pressure 496.71 Ib/ftz Overturning 17.53 Max Eccentricity 0.00 ft Base Sliding 5.03 Crest Toppling 6.81 Internal Sliding 16.63 Internal Tensile Internal Static Sliding Pullout Overstress Layer Elevation [ft] Rein. Length [ft] FS FS FS 2 73.33 3XT 4.00 41.81 8.63 28.70 1 72.00 3XT 4.00 16.63 14.40 19.53 Connection Facing Static Strength Layer Elevation [ft] Rein. Length [ft] FS 2 73.33 3XT 4.00 15.63 1 72.00 3XT 4.00 12.31 NOTE: THESE CALCULATIONS, QUANTITIES, AND LAYOUTS ARE FOR PRELIMINARY DESIGN ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION WITHOUT REVIEW BY A QUALIFIED ENGINEER Belgard® Software Version 1.0 Page 5 Printed 2/7/2020 Version: 1.40.5.503 City of W heat ldge COMMUNITY DEVELOPMENT HANCE RANCH 11818 W. 52nd Avenue Retaining Wall Plans Permit No. 201902540 February 25, 2020 Proposed Segmental Retaining Walls - 2nd Submittal Anchor Wall Engineering, LLC Dated 2/7/20 Comments based on drawings and calculations submitted by Alpine Civil Construction on February 10, 2020. GENERAL COMMENTS All location references should refer to Wheat Ridge, CO — not Jefferson, CO. Jefferson is the county. This submittal is for the proposed retaining wall system, a segmental retaining wall with geogrid reinforcing. The wall systems shall be contained wholly within the tracts. The plan view should show the relationship of the walls to the tract and property boundaries. Sheet W1 of 4 - KEY PLAN This shows the plan view of the three (3) walls and is of such a small scale that pertinent details are lacking. There are no dimensions, stationing or other location details. The extents of the geogrid reinforcing is not shown. The tract boundaries are indistinct. Plan should clearly show wall locations within tracts, tract boundaries, adjacent roadways, underground utilities, extent of geogrid reinforcing and surface features such as fencing. To facilitate the review, Engineering created a sketch plan (attached) showing approximate locations of geogrid based on grid extent taken from the submitted Wall Elevations - Sheet W2. The tract boundaries are highlighted in red — the approximate geogrid that extends beyond a tract boundaries are shown with a blue dashed line. It appears that the geogrid extends outside the boundary at the approximate locations shown. Wall #1 1. Geogrid encroached into southern end of Tract A. 2. Geogrid encroaches into Block 4, Lot 11. 3. Geogrid encroaches into the W. 51St Avenue right-of-way. Be advisedthere is a proposed gas line on the northern boundary of Wall #1. The proposed retaining walls shall be constructed in a manner such :hat future maintenance and/or repair of ancillary infrastructure in these areas shall not jeopardize any wall or wall support. Wall #2 1. Geogrid encroaches into Block 5, Lot 11. 2. Geogrid encroaches into the Tabor Street right-of-way and thence around the corner into the W. 511t Avenue right-of-way. The Engineering Division cannot approve these drawings as submitted. The wall system shall be revised as needed to avoid the above stated conflicts, and be solely contained within the designated tracts. MVN 2/25/20 City of W heat jdge COMMUNITY DEVELOPMENT HANCE RANCH 11818 W. 52"d Avenue Retaining Wall Plans Permit No. 201902540 Dated 10/4/19 January 6, 2020 Community Development — Engineering Review 1 Sheet RW -3.1 Geogrid coverages indicated on this sheet encroach into adjacent lots and roadways. Wall #1 1. Geogrid encroaches into Block 4, Lots 10 and 11. 2. Geogrid appears to encroach on the western inlet between the two detention ponds within Tract A. 3. Geogrid encroaches into the W. 511t Avenue right-of-way. 4. On the west side of Pond 1, the Geogrid encroaches into Block 3, Lots 12 and 9. Be advised there is a proposed gas line on the northern boundary of Wall #1, and two pedestrian lights and one proposed street light on the south side of Wall #1. The proposed retaining walls shall be constructed in a manner such that future maintenance and/or repair of ancillary infrastructure in these areas shall not jeopardize any wall or wall support. Wall #2 1. Geogrid encroaches into Block 5, Lot 11. 2. Geogrid encroaches into the Tabor Street right-of-way and thence around the corner into the W. 51St Avenue right-of-way. 3. On the west side of Pond 2, the Geogrid encroaches on the inlet between the two detention ponds located within Tract A. The Engineering Division cannot approve these drawings as submitted. The wall system shall be revised as needed to avoid the above stated conflicts, and be solely contained within the designated tracts. MVN 1/6/20 li!)' cel ' hcjatis ;"gc 4�t}h1lN4il�llti (tiftll�tl'4ti,.I �.. HANCE RANCH Retaining Wall Plans Dated 10/4/19 0�0 Rec'd 12/9/19 December 20, 2019 Public Works — Review 1 Sheet RW -3.1 Geogrid coverages indicated on this sheet encroach into adjacent lots and roadways. Wall #1 Geogrid encroaches into Block 4, Lots 10 and 11; it appears to encroach on the western inlet between detention ponds in Tract A; it encroaches into the W. 511t Avenue right-of-way; and finally on the west side, encroaches into Block 3, Lots 12 and 9. Note: There is a proposed gas line on the northern boundary of Wall #1 There are two proposed ped lights and one proposed street light on the south side of Wall #1. Wall #2 Geogrid encroaches into Block 5, Lot 11; encroaches into the Tabor Street right-of-way and thence around the corner into the W. 511t Avenue right-of-way; and finally on the west side on the inlet between the detention ponds in Tract A. Public Works cannot approve these drawings as retaining wall construction appears to encroach into public right- of-way and individual lots. Wall system to be revised as needed to avoid conflicts and be solely contained in designated tracts. MVN 12/19/19 CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: O DRAINAGE O SIDEWALK O CURB & GUTTER O STREET jI MISCELLANEOUS O PLAT itemized Engineers Cost Estimate COMMENT 42-1k 04/01/2019 CIVIL ENGINEER DATE SUBJECT TO FIELD INSPECTIONS Engineer's Cost Estimate for HANCE RANCH LOT 1 (TOWNHOMES) 12/21/2018 PRIVATE IMPROVEMENTS: ASELINE Engineering • Planning - Surveying CITY OF WHEAT RIDGE PUBLIC WORKS DATE 03/22/2019 RECEIVED 03/22/2019 8th Submittal Description: Unit Quantity Unit Cost Amount 4" HMA TON 500 $ 100.00 $ 50,000.00 12" ABC CY 750 $ 25.00 $ 18,750.00 3' Concrete V -Pan LF 2,098 $ 15.00 $ 31,470.00 Concrete Apron and Driveways SY 465 $ 50.00 $ 23,250.00 Concrete Pathways SY 556 $ 50.00 $ 27,800.00 Street Signs LS 1 $ 5,000.00 $ 5,000.00 Striping I LS 1 $ 5,000.00 $ 5,000.00 Street Cut, Demo, Patch EA 3 $ Subtotall $ 161,270.00 2.0 WATER DISTRIBUTION SYSTEM Description: Unit Quantity Unit Cost Amount Tie into existing water main EA 3 $ 3,000.00 $ 9,000.00 8 -inch PVC w/ Bedding, Fittings, Etc. (Water Main) LF 1071 $ 45.00 $ 48,195.00 6 -inch PVC w/ Bedding, Fittings, Etc. (Water Main) LF 722 $ 38.00 $ 27,436.00 3/4" Domestic Servie w/ Type W Copper & Meter Pit EA 63 $ 1,875.00 $ 118,125.00 3/4" Irrigation Service w/ Type'K' Copper & Meter Pit EA 2 $ 1,875.00 $ 3,750.00 Fire Hydrant Assembly w/ 6" Gate Valve & 6" Fireline EA 4 $ 7,500.00 $ 30,000.00 Pressure Test LF 1793 $ 2.00 $ 3,586.00 Street Cut, Demo, Patch EA 3 $ 3,800.00 $ 11,400.00 Subtotal $ 251,492.00 3.0 SANITARY SEWER SYSTEM Description: Unit I Quantity Unit Cost I Amount Tie into existing sanitary main EA 1 $ 3,000.00 $ 3,000.00 8 -inch PVC LF 1454 $ 45.00 $ 65,430.00 4 -ft I.D. Manhole EA 9 $ 3,200.00 $ 28,800.00 4 -inch services w/ cleanout EA 63 $ 1,200.00 $ 75,600.00 Type (L/M) Rip -Rap CY 10 $ Subtotal $ 172,830.00 4.0 STORM SEWER and STORM DETENTION SYSTEM Description: Unit Quantity Unit Cost Amount Detention Pond Grading: Cut to Fill CY 1452 $ 5.00 $ 7,260.00 12 -inch RCP LF 150 $ 50.00 $ 7,500.00 12 -inch FES w/trashrack EA 1 $ 2,500.00 $ 2,500.00 Standard Type 13 Inlet EA 5 $ 5,400.00 $ 27,000.00 Type (L/M) Rip -Rap CY 10 $ 50.00 $ 500.00 12" Concrete Headwall EA 3 $ 4,300.00 $ 12,900.00 Pond Retaining Wall SF 2291 $ 26.00 $ 59,553.00 Detention Pond Outlet Structure EA 1 $ 10,000.00 1 $ 10,000.00 Subtotall $ 127,213.00 ENGINEER'S ESTIMATE OF CONSTRUCTION COST TOTALS HANCE RANCH LOT 1 (TOWNHOMES) PRIVATEIMPROVMENTS: 1.0 PRIVATE STREETS = $ 161,270.00 2.0 WATER DISTRIBUTION SYSTEM = $ 251,492.00 3.0 SANITARY SEWER SYSTEM = $ 172,830.00 4.0 STORM SEWER and STORM DETENTION SYSTEM = $ 127,213.00 SUBTOTALS= $ 712,805.00 The Engineer's Opinion of Probable Cost is based upon documents listed in the above notes. Since Baseline has no control over the cost of labor, materials, furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, equipment or services, this Opinion of Probable Construction Costs is made based on Baseline's best judgment as an experienced and qualified professional engineer, familiar with the construction industry; however, Baseline cannot and does not guarantee that proposals, bids or actual Construction Costs will not vary from Opinions of Probable Construction Costs prepared by Baseline. HANCE RANCH Du Ng. Envelope m: 8D600]804ar.408Rde6dDES07N8,$ or PROPOSED SEGMENTAL RETAINING WALLts' HANCE RANCH 1111,11144111' Cit�;of : I& %I,�M he t,t_ l c` ge JEFFERSON COLORADO APPROVED Revi fgtg�pliance MEAm mFa1Smncing UNa: 'Ahcwr Dimnd Pm Retaining WI Uncew ovd by OTB. 2 Geesyntlete 501 Ralydomemm 1Afo9M 3XT, es drown on tle Dewing. 3. Lowing Pad Base a. Aggregate Be.: Coshed stere orgronularil meeting the following gredfion as deteml mdd amordance with ASTM 0M.. SlowSize Priem Paesiry 1 Inch 100 Z4 35a70 40 70a 35 Ne. 200 3b10 ase T b. Bnitlesa 6 bedsm m m.(minimumpoeted Websas). 4. Dr. r ge Aggregate. Clean c mmhod dans or gmmdarfig meeting the following gradation as determined N woordame with ASTM Dao& SIa. Size Percent Famed I Inch 100 344 Inch 75 to IOD Me. 4 D to so No. 40 0mW No. 2" Oa5 S. Reinforced Bacldd CDOT Cam 1 Structure Backfill meting the requirements e1 Subsection 703.08 offM CDOT Standard Spedfcetion,2M7 & Impervious tet Chyeywd(pates tlityoflomtsnig°emhee)eratherbad rwNdwlpr.mpemfalbnafote mi face d sad mm offs roldni g W.I. 7. Droiage Pipe: Portended or doted PVC or corrugated HDPE pipe mems(acamd In asmNanca with D3034 ardkrASTM F405. The ppe del be=d ith. lasted or nbn-wown gedexAe Aartoal. b hmdon se d fits, A. CaMudan Adhesive: Ermriorgmde.dedveeemmmmndedbytherotdWngwdmtnladmr. 9. Filter F.hr)¢ Mod 14ON or equivalent FOUNDATION SOIL NOTES 1. Exavete fwmdotian sal Nee required for ledng or base d nsinuan shown an the Drawings, oras directed by the Pmjed Osobdinicel Engieer. 2. the OwnerstuA real the services da gealochnial eonkhwra examie fouddon W a emrre that the actihl foumddon col eirs"th mem or -.ft that indicated on to Dmhg w. Ursuaabte.4... dewed as any .1 that does net have adfidsm bearig ap.dy ornQ cruse axea.dve wag wmamm Removeadlrotmact gterequlrod strength. Ovedlze moci gspacesufiderdytornthe fromofthe bI cktofe backoffro roimemamnk and b.dal with approved compacted -arid. 3. The Owcef.halelanto mrvicesefa gwbdmialenginesdebmdm Nthf-Matien.B.winroqui. Pedal treaf -ft ormsedwn to mid awl and cMfmntal mgbmmt 4. FR over-exaawted arem whh approved mnmdded modal, w recommended by to Prod Gede finical Engimer. BABE COURSE NOTES 1. Plea base mterak to the depths and widths shown on the Dmwirgs, upon undisturbed cols or foundation wils prepared as directed by the Project GeotechNal Engineer. a Extend the fowling pad laterally M%.at6lncheo In front and behind the bm weod --to robahg cod unit 0. Provide aggregate base compacted te 6 inch., thick (minbmum). 2 Compact aggregate bate material m provide a awl hard surface an which to plow the find comes of units 3. Pmpam bm mterids b enure wffpWto w-ctwhh "inngmU a ibL Gapsam mtamwed. ERECTION NOTES 1. Euawtion support Nreghired, Is the responsibility ofthe Contractor, including the ehbBllr ofIn ezavaton and its influence Znadjacent propedee and 'bud""'2 fd n t EreduNm In aacord.nw with-nufacareM hatrudons and remmmendatiom, and as tgedlsd homin. 3. Pam frdmume ofmnaetesal urdhon the prepared bow esteriel. Check uetsfor lowland algmnam Mainanthe sem elevation d the top de.d1 unit within each sedan dthe base muse. 4. Ensure gatfounddon unitsare inM oomadwiththe leveling ped. 5. Pam mads cod undo: cid.-byaide for td hrg%deal alp -L PJIW ,A maybe done by hsag • wing Ice -insured from the back ofthe block Gaps am net lowed between the fwmtlation concrete vel unite E Pam 12 indha jmlNmum) ddrolege a9WeWte ire between, and dctly =xl the concrete well units. FI wide In retaining wall urdawilh drainage aggregate. Pmvids a drainage cone behind the wall units to wtNn 9 inches of the find Weds. Cap the mirfinced zone and dreaage aggregate zone with 12 taches d hnpervluue material. 7. Inial drolege pipe attheawadelevation Possible. mmimin/mNty6owdwaterm oaaide oftle miNomed zone. Slope the min coledon da located udbeNnd the mnxmte rem coact of 1 roent mini -m m 6uBe Ppe• 1 nig dr, De ( ) provide gravity tastetheoweraedafoot.icudemdthe -in long th1lodone wall. pipeteon appopriab halon away nom to rail aysbm at each low power fm foot (madmrn)lamaalongthe sal. 8. Remove evemfi0fiomte duNtsandi�lnexl mama. Emure deice a endbe e P dfil m co dad beam pa aggregate rtpa InsaWfion of mxtmum. 9. Cheri Badu -far Nuel and d9nmem. Adjuet units m memory with mirdorm-m shim to -cdel level. alignment and setbactr piora procasdhp with each additional ama. 10. Insall each sucasdIng mums. BaddiU as eeoh mum Is completed. Pull the units forward ;ntl the locating reface of the unit --da tlro bating wdam of the units in fir preesdng marcs. Imrbckwap seg--fid-stat metre by ..dapping sucaakro muses Ataeh concrete rosining sol units atexbodor.... W th adhed. specified. if. Inst "cendhdo minfomemnt In .cordon with Sawynthetb mnuacbmes rammmsndatio s and the shop drowinpe. a. Orientge..yft c reinforcement with the hidlud Mr-tith axe pepndkularmthe well fees. b. Prior to gmayntste rohdocemem Placement pap. te the baddill and condto the elevation dthe top of the well unbeat the dsvatbn dthe geaymd hc reinforcement. c. Pam gawyn h-6, roiforce-m ettle elevation and a the lengths shown on the Drawings. d. LeygeceyrOleficmir6b:Zmtmomallywcapdto mn7 reminhg cod unit. and Nee -packed bacAfil cola Plow to 9s..ymhefic miNores nt lin ora In h of th ace dthe mmmh mabning sell unite. Pines to met aurae of concrete rea4inB wag units on cap of the goosymhetic mWoroe-rd. e. The geoeyrdhatie mafores-ma hot be In tension and free from wrbnides priwto patemm of the beelQS sella Pull gemynfhetio mlydomamm handMutand secom in place with copies, stakes, or by hand4ensioning untilthe Weocynt etio relddesmm is covered by 6Inctes of I- IO. f. The ii-eyndetic rbme-nts ehshall be cadnu.- tuoughoutlheir embedmom lengt1w. Spl s in to gowynthrtic skdaresmem strength dredon aro nal dewed. dm 9. Do not operate Imad mtructim equipment dredy on the geosynthedo minformmm At best 6 Inches of compacted bacmwlismqulmdpei"aperMonoftrached.hiciesoverthagoosymMf minib a fit Keeptuming of backed construction equipment to a Mnkwm. h. Rubber4ired equipmnt my p.m aver the gemynhatie reirdomemem d speeds dtewtan 10 mise per hon. Tumigof rubber-0fod puipmem a fid slowed on geosyMstic rolmome-m I. Chsngmt, gemyntnetia rofmoroemnt layout Indudng, but rot limited to, length, geosyenete maforcemmVpe (strength), orebe.aon, my be mde subject to approval of Anrihr Wal Engineering. 01.1- M. 1. Plowroshbinterobd sad-andcomood and pcoma"'e`d,.twRng6to8Week nwer.Naooms) Observation letter from Engineer 2. PaesEN coacknnfie maforoeezoneand mriWaabfiflsndexceadmp (lessee ti use where luM-epermee mmlraa8an equlpnmm6used, vN mfaxmedag 12 aches(base tlidmsss) where heavy, segpropelbd mm 4 fact egdpmntsw0. a. Ody OpldweVdh n"pemtedwn"adonegulp-Nla dowatl witldn4het offh hack.ithe retaining wall uNhl. BumMea aMieve mnimse compaction requo-rote apace the reinforced .A a thbszam am droirsga .ggregab mamdal. required to be provided to Wheat 3. Mlnhmon Corrpadon Requiremerlblor FID Phcedin the Ret broad Zona: a. Co ped- 95pwaeM dthe oafs standard Procter eeson dry, derldty(ASTM Dfi9B) for thedno coaot height Ridge Building Inspector at Final b. Compec5on requirementemrffl placed behindthe mnbma d wil zone shell be apeditd byte PmJactGeol oh nial Engineer but aim ti- should be hmtsn 9571 of tis aandrd Proabr damiy (ASTM DONRL s Inspection. Incremoompedonroquirernomforsmirdn"'I with elope heights atthe baakof to reinforced ad rens greater gun 5 het abow the cep ofml. VedymrrhpacgonrwMw nmwithts Pro)edeeotedvdwlE4-, d. LMfdy Tmnch Saddil: CompeduligtmnchbaciMimbsbw, arintwdthemidonsdminme IODpefmMalVmwgsamMard Procmrmerimumdry demfy (ASTM DM), . as recommended by the PmjsdGeobd.iwl Engheer. fM.2. Cadent WMin 2 perce-gin points of the optimum mold re co-marag sal mighaa . Thew rotes may be larged based on remmmendatione by the Project Owachnld Engineer. 4. At he am of each day% operator, slope the lasthwl ofcmpacted Mdddl away from tis interior (conceded) Nees of the well todiredwaace water mag away Sem the cod ace. The General Owdacal is responsible for ensuring tlsttle finished idle drainage Is daaead away hom to retaining wag system. b. In additlork the General Contractor is responsible for enari g tat surface water nmfffmm adRcentm cau trWon areas is not alowedto enter the maining-a area of the construction ate. 5. Nwnsbudd.n dthe_grmnad ma)nig wall is to take plow when the cog I. oueuptlbleto fazing at anew, lea and town seg t must be mmwd below foundation dthe cog system prior to placed my strctuelAt Once deardfruen ads,the rrWat , o feonwBamudths protected tram wdtwquemteedng. The foundation consideredconsidered be extend from to from Os blockathe m.rafte minheexd mi zone. The excavationw0 need a beproperlyo.Nzod(per General Note 03) m pmvltle lateral suppoRfor the new, unfrozen structural 11 sopa Providing eversidng and a we badsbpe for construction will dga-415r imaw-tle dzo dt o -nation. The edro axawton, indutlfog side coda, wD requia proaaon ap.Inst NMerheezig. 6. Any sbhroced IO paced mudbe leoptfromfreezig, requaag them offredbanbolo and good wider cendhctim practices, Gemely,wimrmmWdon requires to Import otmrHroMt cep"=iKVpic*dnnsendendforgmvaL Any abndrNAIfeundabefmzenonwbmgmntcl ysdewshucu n must be mmved end replaced prior to padrg eddtioml hi CAP UNIT INSTALLATION NOTES 1. Apply edhaelve to to cap surface of the unit below and pats the cop unit Into dma dpodan. 2. Cut cap units Nee neceaewy to obtain the proper ft. 3. Seckfil and compact to top ofap unit WALL CONSTRUCTION TOLERANCE NOTES 1. YWd Conduction Tale"" Vedusl Afignment Ptmarn met-1H1nctm wraFWIDfootdeante,whhamdm=4ff nti ld3inctoo wrlMarg6ldf mg. b. Hadzomal Location Contrd from Grading Plan: b.1. b'haightllnes Plus or minus 1.114 I'd - over any 104oct distance, with w a mmnurn ditmdd tr d d 3 inches MF lwpthe sal. a tmmedato Pod CoradrrdonVWO Bateer. VVfthih2deWe..dthe dedQrbamrafthe eonaeb rsminhp woo d. Mod- D)ffwsrdd Settlemerd 1:100. FIELD QUALITY CONTROL NOTES 1. Imbkr a mspwWW* f r quafdy mnfrol of frsaldon d system wrtpomnaws Owner employ a gw95ed hdeperWmthim party m wady the cemet In.bla..f m ayda compovarum el amardaneepr taw apefidr orm and Uhe Dewipa. 2 The Owren, citd me esxpe, will roteleguel'ded Drohedomlaperroml quality asamncN drodmdthe imlonefa sank 3.Caaedwarksldeh seas rut mat tlese apedfiatlom ort• roquiromrha shown on the Drawihpa Nettle irmW/s 4. The Owner or Omer" Rapraaenative steel notal Ude m,vI-of a geoteohnbal engineer m perform mnpadon lesfi g ofte mi -aced backM paced and mmpadrE Inge nalNomed bad`A zero. ri Teng Frequency (or as directed by Project Geotedmiaal Engineer) Ir One ad bravery 2 feet (verbal) offil placed and compacted, for every 50ld bond feet of retairngwall Vary wgm'ton task locations to averts erdine area of 144 relfonved will rare, kKtudrg the came campeted by the ha &gwmmd compaction sepip-rd. OW DRAINAGE NOTES I. This deep do. not aamum for any hydrostatic forces on the retaining sol sydem R is imperadve to finished she grading dserta water away ""the Node facing and the mbmroed oselld a zero the staining wag system A9 buildings lomad above mainig wale mrd nplemant guitaray sam ns add, downspouts that direct water through wfid PVC pie to the she smrm rower sy,tem win a locdon below and away from IN cod. Budding amp pump. should also rad water away Sam the wall in the won mnner. Cenmmated da; _ ofwamr.bow to rot.Hhg wet and the reinforced ad zone Is net allowed. UTUM NOTES 1. U5fiy Irdomation has been provided to Anchor WWn Entilneedrg for the preparation of them pars, ItRoom am dlites, netahovm, located wdtldn or rw uncleathtlw proposed reinforced zone Anchor MR EngieeMg -d be notified prior to conductiondwd the segmental retaining ate review,hs design andfor dwe Mod'duatiwwm the design andforpam my be required. and may take up he ten business days. 2. Light- mud be popery designed (by atlero) to witlhhnd all farms from the mg -nod retaining wall rats, minfereed cog mm, and surcharge bade (6any). 3. Sam draimam prore a hating. Thendwe, t • Joht Ina deam drain Is bated within 100 feetbehi d the malnag wall the amrm wetarpbpe mstb. water light Neoprene 04m. mud be Installed std dorm pipe gids., a mW-. A Mer linw. including iniBotoneyrie-ted be w.mrtglad within 100 feetbe NM the retaining wall.Leakage behind aretaining wall will incomes the hod--IpnesunsagaastlM sal leedireawel .Rue. For ts roawn,au6wrface watedresen WVdon system should rot be installed above the roimwesd tete. dun. mmiing sal, wwtihl s het done romforad zone. GENERAL NOTES 1. Th.-I.raster'srep..fit.Noha.mtp.,kkdaurhddonwroWmdwgabongMpom-amfordedpiafthougmmalmtaninowala Inpreponotion ofwan design, sell strength paramamfor the foundation and retained cob ware sommed by Anchor Wall Engineedng, based on a mvfew olthe GodedWml Ewaotiw prepared by A.G. Wasssmar, Ice., dated March 21, 2017. K a to reapomib8ty dfe owmror owrtefa ropresenaiN. to vedy the.swamd ed strength Foramens are repreee-five "I'M"" a.lahie for Ball construction. Ntho cog absgth pam-bro aro fount m ba Inaamieantwhh ghee sem aed by Antlwr Wil Engineering, this design Is nolonger valid and it h the sapensiaAy of the co mr or ownera reprosenadoe to mfify Anchor MA Engineering w the st.fni g wallayd- an be redesigned. FaWum m notify Ander Wal Engineering my mwd In alkae eithe maining coda. 2 Design Son Parameters a. Reinforced sol: phi 36 degree. gemma=130 psf. b. Reamed wA: phi = 28 degree. gamma =125 pct. a Foundation con: phi = 28 deg.. gamma = 125 pd. 3. Any excavation below the wall should have proper 1:1 lateral ov nddrig. Excavation ownaizing should be maaiaed hem the Som dfh grovel leveling ped and timakdaebsestslMomentmbyer. Rahrtedeto116onsMetV4. 4. MR atdordngshown on ahwtWt a notrelated to any otrsrstetiomng shown on Ow gracing plane.Station 0400 h an the laIIend eftlh wall w men from the from dthe wall. S. This ad of mgm-I mbadng w dl plans are based on the grading plans prepared by Baaefne Engineering, doted May 8, 2079. N other Wading gam am produced last m -n different imommton than that relerenceeL this plan my read to be revised andkrf wags my mod to he md*Wgm0. S. TNesetofeegm-I retaining wd plana ere based specifically on the wap being constructed with Andwr Da-Nsnd nd Pro eaMlagdd 3XT rolmosm ane produd, AbwiNtynesubdcrtiomdnwed. 7. Laatons dthe segrnanml romlNrg sags l mlatlon m proparq dm. dTiry eesem-, weterohetl wsema-,car any othertypa d s.eeme- oro the rmpe WbilV of the ovmer orthe ate dvg engineer. AnchorVWl Engineering aawanes no gslod y for the locations of the segmental retaining wag., or If mmtruetlan of Sus propose• sepme-I realnhg wag. enoroeche arty Property Ghee w cam--. N . [tie Imperative ted tm she surveying of 6e wgmntW retaining wallsbe done by the site dvd enpheer cr auewyor and mustbe based an comptergereraad cilefamdng pam and net profile pans done by MdhrMil Engineering. Surveylgotth wgmnalstigngwcgs-cit k i -t.. u tthedeagnbater Indicatedon to -o o od plemandoletalle, Failure to take into acwanwall bets for wgma-I rosining wall surveying will produce Incorrect locations d al cap dwells and end be corrected at m and h Anchor Wal Engineering or the wgnental retaining well mnbactar. 9. Wal geometry, batons. dopes and surcharge Inds for ft w9 norral retaining wale wore -eased from the site Wresting plan refinanced above, and partially reproduced to the Oght N mnd'dom wry In the field from mow shown on thin plan, Anchor Wag Engaeeting and be ratified prier to construction of the mg -mal salnag wales sNewthe dedpn ander pots. Moeificetiomh the design andorpanomybe rewired afrtlh resew, and my take ups ten business day. a mmplem. 10. ff them am cim r pandea between any Infomston on them pam and Infonmtion In the project specifications, the sere restrictive itemnotion take. precedence. Uhaft of PERMIR7 lilt inulin t b pq[tITR andoWrWiNOM sAoB fiat be a werrftJb %lar art cep, or of vjr •'civy WDl000n KEY PLAN (N.T.S.) SHEET INDEX PAGE DESCRIPTION W1 TITLE PAGE W2 WALL ELEVATIONS W3 -W4 DETAILS & SECTIONS CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: O DRAINAGE O SIDEWALK O CURB a GUTTER OSTREET OMISCELLANEOUS aPLA7 COMMENT Retelnaa Wati�7m submml APpaOVF_O conn Dommwm N NGINEE SUBJECT TO FIELD INSPECTIONS II Ad .....PLANS � 'CSR INSPECTION iica a] IZa t .!§ i" IIF y/ - •4.ai " _.._._ r µ j I r WALL 2 M. � n �. I, •die.. _ ....-______ _ __ ____ __- .....F .._ .. �lc•... -a,+� � __ _ _ _ __ ___ 1 _ _itlr.. vmrev r h I WALL 1 a i wrvarm a vin . i fix _- KEY PLAN (N.T.S.) SHEET INDEX PAGE DESCRIPTION W1 TITLE PAGE W2 WALL ELEVATIONS W3 -W4 DETAILS & SECTIONS CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: O DRAINAGE O SIDEWALK O CURB a GUTTER OSTREET OMISCELLANEOUS aPLA7 COMMENT Retelnaa Wati�7m submml APpaOVF_O conn Dommwm N NGINEE SUBJECT TO FIELD INSPECTIONS II Ad .....PLANS � 'CSR INSPECTION iica a] IZa t .!§ DESIGN ENGINEER: DONAL J. ARMSTRONG COLORADO REGISTRATION: PE -44025 aarrh CnYOF WI"TRIDGE PUBLIC WORKS DATE 0312212020 sHEET RECEM 03) M20 Wi 3rd Submittal TIT Ne 21Zou OC OF 4 KEY PLAN Ooa6� EmYop� m: eUe�lBD3� W QBA®89DSBO1fiFl1 g 67 as es 64 1 W4 INSIDE CURVE *STA 1W5T0 tSTA 1159TOP ,_____.T______r_____T______ r_____,______T____ _r --I=- ----,------, as 63 i`T--T—T-`T---'r"'---" . 4 DOUBLE STACK DIAMOND PRO FOR THESE 3 COURSES TOP OF WALL- GRADE B EHIND WALL INSIDE CURVE *STA3+22 TO1 A3+35 r ---L- - ?-----r------(_-----T----- - _r -----r ----� 67 �_----- '- ---_L-_-- -I----`------L--_-_---C-----rel BS ____-r64 -r --- --------r--_--tea 82f---- -- "•L -_ - r-- I.L�J --- RL-06AABNOF -Y 62 e1-_-_-_Tl2'P-Tfi _-_-_--_� 61 -_J----`-'��-----_I------lg-----"fir-----r ----- =-==-3------$----- „-----ry------601 ------ ------ *60 d F d d d d d Q 3d4 w a w a "r9 a of vi � DIAMOND PROW - ELEVATION VIEW 3 WALL 1 CONTINUED) TOP OF WALL GRADE BEHIND WALL 65 64 -�L MIRAGRT3t(T- _ 62t-_--_ - --r------I-----t------r -- r--ti- �r➢ --EAT�93E t= 61x------r-----7-_-_-_-_T-_- _- -_-_--� a � m Fd m b m ID -T------r GRADE BEHIND WALL ____,______T_ DOUBLE STACKDIAMDND INSIDE CURVE K PRO FOR THESE 3 COURSES TA 1+62 TO *STA 1*85 lu __ -------- ----- --- -----65 - ------ ----- ----- ----- ------ ------ - ---- ---- ----64 --r- -- -- '�L------ -=------L--- - ----- �------I-- - ---- I'- - --�- _-----�-- Mi"A r----- T ------ ------r----- -- =-_-r------ - r_ ------_---_ ---- r------ IB-��-L 6D r as-[- ___ _____J______1______L_ d d d d d d d F d w w w u Io w w m 9 DIAMOND PROW -ELEVATION VIEW APPROXIMATE LOCATION OF 5 WALL 2 iCONTINgED• 77 RCP THROUGH WALL FACE (SEE DETAIL 12 ON SHEET W3) DIAMOND PRO® - ELEVATION VIEW w 1 WALL 1 (MAXIMUM APPLIED BEARING PRESSURE =12DO PSF) W2 (1" = 5'-0") DOUBLE STACK DIAMOND PRO FOR THESE 3 COURSES ---- - — -------- I ------- L -----2 ------ 1 ------ L ----- -J----- ---- ----------- -_----r-----i------t------r----- ----- ___ =====_ _=___ ___ ----- ---- ---- i M w IA a T DIAMOND PRO® ELEVATION VIEW W4 2 WALL 1 CONTINUED (1" = 5!-D") — - 63 --� 0 1 b b APPROXIMATE LOCATION OF 17 RCP THROUGH WALL FACE (SEE DETAIL 12 ON SHEET W3) r_____ , ______ T______r_____ ---------J------------- --- — -----1------ ------ ------------- - L—_ ------------------------ - - - - - t ------ r- --__-_=_�_ -]_---_ 2 __-r------ ----- J_____-I__� ___ ------ F ----- I ------ T ---- ____ r_____,______T______r_____,______ T______r_____,______T------ r L - - - - ________L T _r _ 7 ____ �_ � ---- -----a-----aI ------L-----a ----- -- - - ----- ----- ------ b IA b y b DIAMOND PROW - ELEVATION VIEW APPROXIMATE LOCATION OF 1S' RCP EXTENDING 4 WALL 2 1 MAXIMUM APPLIED BEARING PRESSURE =1 OD PM BELOW WALL FROM OUTLET STRUCTURE IN W2 (1- = S -O ) FRONT OF WALL (SEE DETAIL 10 ON SHEET NG) -_-_--r------L------r------ r -----T ------ r ------- r-----� -_-_-_-_-------466 ----I------_--- - L L-----------_----L-T=--==}fis _ ---- �- L-----L-----1------L----------I------1-69 - --- -----1------L------I------1 iXL-rt.GQfL I �- =-4-------4 ------{89 _ ____ SASDEWALL__L__.EINISHED GRADE 6TJIAZSE _____L______I______}59 a FaF d FdF < < d ELEVATION SCALE 5 2.5 C 5 10 SCALE 1`� NOTES: I LOCATIONS OF CURVES AND CORNERS SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS. 2) LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS. DOUBLE STACK DIAMOND PRO FOR THESE 3 COURSES --- ------ 'es ------- _—L_ - 44 ---------t------r------------t-- --r-fid------t 62 _ _____1______ __LPR..MATE so LOCATION OF 44) 2P RCP THROUGH ANLL FACE (SEE DETAIL 12 ON SHEET WJ) 1 1 W4 W4 UT81DE CUR UTSIDE CUR tST 0+00 TO tST Q+OS TOP OF WALL z ORAOE BEHIND WP.LL t3T L TO tST 0+72 _,______T______r_ ,__ ___T76 ___ 75 ^' __ ______ ______ _____ ______ ______ _____ _____ ____ ____--------------------- 74 ___________________79___ ___ __j - —�.. I MIRAGRIo 3Xf _�.�6R I _J—`- ______ ____ ` D31(Ti9MX1--- 71 ______J______1______ _ ____ __ _ ___ --x73 n+- - - ----- +- ��-F -----I--I---+-----)-- -4------+72 77' ___-___}_____-F_____1------}______F__EL4rJ3 ______+_=__F____i______+________t7t --------t------r-----y------t------r-----y-�LSE7sFVGNdL- - --r �IRISNEDIGRROEATBAS------r-----1------i rot------ APpk4X LGZ gO ��Cg---_r-----7------T------r-----7------t------r------I------t------r-----7------r70 SEEOFTAR SNEERN. r_____,______T______r_____,______T______r_____.1______T______r_____,______-�6B efiL- ------------ ------L-----�------I-----------L------I------c-----�--- - =:::::-E: -----D-- --1 67 L_,_ __1______L_____J______1______L_____J-_____I______L-____ J______J� ______1______ ____-I______ _____ ____ _____ _____ ____4_-____ _____L_____ ___-_j67 _ 3 3 E b 3 b 3 W W m b b a W 1~O N m y y 4W4 QDIAMOND PROW - ELEVATION VIEW r61 WALL 3 (MAXIMUM APPLIED BEARING PRESSURE = 50D PSF ) (1..= V-9) U J J Z W U7 rn 1n W In I I.I m _Z 2M C7 OZ 0) Z O mLo W m J J m W O rn Z a La oz O U Z Q DESIGN ENGINEER: DONAL J. ARMSTRONG COLORADO REGISTRATION: PE -44025 mrch x y 4 3NEkTW C`4 WALL ELEVATIONS LEGEND ✓� - INDICATES REINFORCEMENT LENGTH AND/OR ELEVATION CHANGE - DETAIL NUMBER eX - 6HEE7NUMBER 1 X INDICATES —.1101 OCATIONOF SECTION CUT 5 - INDICATES APPROXIMATE LOCATION OF GO-DE43REE INSIDE CORNER e- INDICATESAPPROXIMILTELOCATIONOF W4 OUTSIDE CURVE (STATIONING SHOWN) 4 - INDICATES APPROXIMATE LOCATION OF W4 INSIDE CURVE (STATIONING SHOWN) DOUBLE STACK DIAMOND PRO FOR THESE 3 COURSES --- ------ 'es ------- _—L_ - 44 ---------t------r------------t-- --r-fid------t 62 _ _____1______ __LPR..MATE so LOCATION OF 44) 2P RCP THROUGH ANLL FACE (SEE DETAIL 12 ON SHEET WJ) 1 1 W4 W4 UT81DE CUR UTSIDE CUR tST 0+00 TO tST Q+OS TOP OF WALL z ORAOE BEHIND WP.LL t3T L TO tST 0+72 _,______T______r_ ,__ ___T76 ___ 75 ^' __ ______ ______ _____ ______ ______ _____ _____ ____ ____--------------------- 74 ___________________79___ ___ __j - —�.. I MIRAGRIo 3Xf _�.�6R I _J—`- ______ ____ ` D31(Ti9MX1--- 71 ______J______1______ _ ____ __ _ ___ --x73 n+- - - ----- +- ��-F -----I--I---+-----)-- -4------+72 77' ___-___}_____-F_____1------}______F__EL4rJ3 ______+_=__F____i______+________t7t --------t------r-----y------t------r-----y-�LSE7sFVGNdL- - --r �IRISNEDIGRROEATBAS------r-----1------i rot------ APpk4X LGZ gO ��Cg---_r-----7------T------r-----7------t------r------I------t------r-----7------r70 SEEOFTAR SNEERN. r_____,______T______r_____,______T______r_____.1______T______r_____,______-�6B efiL- ------------ ------L-----�------I-----------L------I------c-----�--- - =:::::-E: -----D-- --1 67 L_,_ __1______L_____J______1______L_____J-_____I______L-____ J______J� ______1______ ____-I______ _____ ____ _____ _____ ____4_-____ _____L_____ ___-_j67 _ 3 3 E b 3 b 3 W W m b b a W 1~O N m y y 4W4 QDIAMOND PROW - ELEVATION VIEW r61 WALL 3 (MAXIMUM APPLIED BEARING PRESSURE = 50D PSF ) (1..= V-9) U J J Z W U7 rn 1n W In I I.I m _Z 2M C7 OZ 0) Z O mLo W m J J m W O rn Z a La oz O U Z Q DESIGN ENGINEER: DONAL J. ARMSTRONG COLORADO REGISTRATION: PE -44025 mrch x y 4 3NEkTW C`4 WALL ELEVATIONS D—%P EmNW BY. A11E 1 1 811T I I I I 8' 1 I M FRONT VIEW SIDE VIEW DIAMOND PROP 1 3 -WAY BLO K VIEWS (NOT TO SCALE) tm 17.75\ / Y CAP UNIT 125' tr tg' \ Y STRAIGHT UNIT S. 16' CORNER UNIT DIAMOND PRO® r ! 2�\ ISOMETRIC BLOCK VIEWS W3 (NOT TO SCALE) �INSIOECURVE OUTSIDE CURVE 1� TOP SAW CUT AS SPLIT FACE REQUIRED TO AND END CONSTRUCT WTEREO CORNER WALL FACE 1. ALWAYS START CAPPING WALL FROM THE LOWEST ELEVATION. 2. LAYOUT CAPS PRIOR TO USING ADHESIVE. S. CUT CAPS TO HT. VARIOUS COMBINATIONS OF LONG AND SHORT CAP FACES WILL BE NECESSARY FOR RADII GREATER THAN THE MINIMUM. 4. ALTERNATE SHORT AND LONG CAP FACES EVERY OTHER CAP TO ACHIEVE A STRAIGHT ROW OF CAPS. 5. USE EXTERIOR -GRADE CONSTRUCTION ADHESIVE TO SECURE CAPS. S. REFER TO DETAIL 2 ON SHEET AS FOR ADDITIONAL INFORMATION. DIAMOND PROP W33 CAP BLOCK DESIGN DETAILS (NOT TO SCALE) 11' MR EXTEND REINFORCEMENTTO YATFAIN t' OF THE -----� LOWER BLOCK FACE 11' MIN. DIAMOND PROP 4 REINFORCEMENT CONNECTION DETAIL W3 (NOT TO SCALE) DIAMOND PRO® 155 TYPICAL BASE PREPARATION W3 (NOT TO SCALE) NATIVE SOIL- S'MIN COMPACTED DIAMOND PRO® GRANULAR BASE 7 TYPICAL STEP-UP DETAIL LEVELING PAD W3 (NOT TO SCALE) 1 REMOVE PORTION OF ADJACENT UNITS FENCE OR RAILING TO ALLOW DRAIN TILE THRU FACE I DIAMONDNG 7.1REINFORCEMENT PRO BLOCK7IF LENGTH SLOPE 1%%J�MIINN�)) CAP BLOCK — f DAYLIGHT DRAIN ••� THROUGHWALLFACE :L� II 2 CUT F� PRO BLOCK 12INCMES OF FREE 1 FINI8HED 1 ST COURSE ABOVE GRADE FINISHED -•� DRAINING AGGREGATE GMDE 2ND COURSE BELOW GRADE — DRAINING AGGREGATE — SPACING VARIES 50 MAXIMUM 6E-% OSYNTHETIC REINFORCEMENT / DIAMOND PRO® r8'� DAYLIGHT DRAINTILE THROUGH WALL V MINIMUM COMPACTED 1 f F GRANULAR BASE 1 LEVELING PAD 1 t �f I 1 Z'-0' --II DTH OF OVERSIZING = W = WDEPTH OF EXCAVATIONL =LENGTH OF GEOSYNTHETIC REINFORCEMENT W--(2'Da)+L-e' - — 1Aha DIAMOND PRO° 1:1 EXCAVATION OVERSIZING W3 (NOT TO SCALE) NATIVE SOIL- S'MIN COMPACTED DIAMOND PRO® GRANULAR BASE 7 TYPICAL STEP-UP DETAIL LEVELING PAD W3 (NOT TO SCALE) 1 REMOVE PORTION OF ADJACENT UNITS FENCE OR RAILING TO ALLOW DRAIN TILE THRU FACE 4' TEE DIAMONDNG 4 DIA PERFORATED PRO BLOCK7IF DRAIN TILE (EL VARIES, SLOPE 1%%J�MIINN�)) CAP BLOCK EINFORCEMENT ----- DAYLIGHT DRAIN ••� THROUGHWALLFACE :L� II 2 CUT F� PRO BLOCK 2ND COURSE ABOVE GRADE �I 1 ST COURSE ABOVE GRADE FINISHED -•� IST COURSE BELOW GRADE GRADE I 2ND COURSE BELOW GRADE — DRAINING AGGREGATE — SPACING VARIES 50 MAXIMUM DIAMOND PRO® r8'� DAYLIGHT DRAINTILE THROUGH WALL W3 (NOT TO SCALE) FENCE BY OTHERS - MUST BE INSTALLED DURING WALL CONSTRUCTION SLEEVE AND NONSHRINK GROUT AROUND POST i- SLOPE MAY VARY CAP BLOCK PROBLOCK I 3FT Tvu9MLHBLD `c�__ ! IIII,1+{l 6bSRlii7P}"3£r1ERiA. _ -- 1 LAYERS OF GE: Rplj TUI•:, 1 I r� { _ H GEO REIHF I Ste__ I 12 INCHES OF FREE I DRAINING AGGREGATE 7 CAP BLOCK DIAMOND PRO BLOCK SLEEVEANDNONSHRINK O GROUTAROUNDPOST SLEEVE INSTALLED DURING WALL CONSTRUCTION OPTION A CAP BLOCK SLEEVE AND NON -SHRINK DIAMOND GROUT AROUND POST SLEEVE INSTALLED DURING PRO WALL CONSTRUCTION BLOCK O OPTION B DIAMOND PRO® 9 FENCE BEHIND WALL • IF REQUIRED) W3 (NOT TO SCALE) HA NRS AREA MUST BE BACKFILLED HATH SELECT FILL, COMPACTED TO 100 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. DEPTH VARIES I ANY DISTURBANCE OF THE SOILS OUTSIDE THE 1:1 EXCAVATION AREA MUST ALSO UTILITIES (DESIGNED BY OTHERS) BE FILLED WITH SELECT FILL REINFORCEMENT LENGTH = L — -; THIB AREA MUST BE BACKFlLLED HATH 6ELECT"., Dv t `"�` FILL, COMPACTED TO 100 PERCEM OF TME ':_; r, T � 1 � =�': "';'.8TARDARD PROCTOR MAXIMUM DRV DENSITY. _+`-. %� T UTILITIES(DESIGNED -Wy=VAOTH OF GRANULAR FILL BY OTHERS) Co. =DEPTH OF PIPE L - LENGTH OF GEOSYNTHETIC REINFORCEMENT %-(2'D,)-L+W NOTE: WALL CONTRACTOR AND UTILITY CONTRACTOR TO COORDINATE INSTALLATION OF UNDERGROUND UTILITIES AND OTHER IMPROVEMENTS W4TH WA LL INSTALLATION. UTILITIES BELOMN FRONT OF RETAIMNO WALLS MUST BE INSTALLED PRIOR TO RETAINING WALL CONSTRUCTION. DIAMOND PROP 10 UTILITY PIPE BELOW WALL W3 (NOT TO SCALE) T (MIN.) SOIL COVER r ---- -- BETWEEN PIPE 8 GEOGRID I DIAMOND I - PIPE BY DINERS PTEff RO BLOCK TO WITHIN;' OF PIPE f SCOUR PROTECTION AS -i REQUIRED. (DESIGNED BY OTHERS) FACE NEW BETWEEN GEOGRIDS 2X PIPE DIAMETER (MIK) DIAMOND PRO® 11 UTILITIES IN REINFORCED ZONE IIF REQUIRED (NOT TO SCALE) CAP BLOCK FENCE OR RAILING (DESIGNED BY OTHERS) DIAMONDNG S FEET SLEEVE AND NON -SHRINK PRO BLOCK7IF MINIMUM GROUT AROUND POST - 51 OFS AV4Y V/JiY CAP BLOCK EINFORCEMENT ----- DAN NO DEPTH PRO BLOCK --yAR1ES �I GEOGRID MP) • WRAP PIPE IN FILTER S' III INCHES OF FREE — DRAINING AGGREGATE — CAP BLOCK SLEEVE AND NON -SHRINK DIAMOND GROUT AROUND POST SLEEVE INSTALLED DURING PRO WALL CONSTRUCTION BLOCK O OPTION B DIAMOND PRO® 9 FENCE BEHIND WALL • IF REQUIRED) W3 (NOT TO SCALE) HA NRS AREA MUST BE BACKFILLED HATH SELECT FILL, COMPACTED TO 100 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. DEPTH VARIES I ANY DISTURBANCE OF THE SOILS OUTSIDE THE 1:1 EXCAVATION AREA MUST ALSO UTILITIES (DESIGNED BY OTHERS) BE FILLED WITH SELECT FILL REINFORCEMENT LENGTH = L — -; THIB AREA MUST BE BACKFlLLED HATH 6ELECT"., Dv t `"�` FILL, COMPACTED TO 100 PERCEM OF TME ':_; r, T � 1 � =�': "';'.8TARDARD PROCTOR MAXIMUM DRV DENSITY. _+`-. %� T UTILITIES(DESIGNED -Wy=VAOTH OF GRANULAR FILL BY OTHERS) Co. =DEPTH OF PIPE L - LENGTH OF GEOSYNTHETIC REINFORCEMENT %-(2'D,)-L+W NOTE: WALL CONTRACTOR AND UTILITY CONTRACTOR TO COORDINATE INSTALLATION OF UNDERGROUND UTILITIES AND OTHER IMPROVEMENTS W4TH WA LL INSTALLATION. UTILITIES BELOMN FRONT OF RETAIMNO WALLS MUST BE INSTALLED PRIOR TO RETAINING WALL CONSTRUCTION. DIAMOND PROP 10 UTILITY PIPE BELOW WALL W3 (NOT TO SCALE) T (MIN.) SOIL COVER r ---- -- BETWEEN PIPE 8 GEOGRID I DIAMOND I - PIPE BY DINERS PTEff RO BLOCK TO WITHIN;' OF PIPE f SCOUR PROTECTION AS -i REQUIRED. (DESIGNED BY OTHERS) FACE NEW BETWEEN GEOGRIDS 2X PIPE DIAMETER (MIK) DIAMOND PRO® 11 UTILITIES IN REINFORCED ZONE IIF REQUIRED (NOT TO SCALE) CAP BLOCK HE5 OF FREE DIAMONDNG AGGREGATE PRO BLOCK7IF EINFORCEMENT ----- SCOUR PROTECTION AS REQUIRED. y__"______"___"__"____- " ' " 1 (DESIGNED BYOTHERS) • WRAP PIPE IN FILTER S' FABRIC TO REDUCE FINES WASHING OUT THE FACE 11 V MIN. COMPACTED r X -V +I GRANULAR BASE LEVELING PAD BECTON VIEW DIAMOND PRO® 12 THROUGH WALL PIPE OUTLET W3 (NOT TO SCALE) U J /J V Z N O Lu Lu III O IA 0 z Z oW ix LU z LNn Q Q O Z Go 0))Zd O Z O Ac, U Z Q DESIGN ENGINEER: DONAL J. ARMSTRONG COLORADO REGISTRATION: PE -44025 Dti j J A -Arm 9 -1 1, SHEET OF W3 4 TYPICAL DETAILS 0=00 E, -AW ID: 0D6W7BN3B2 4CSA48S4D5 7T I5E PRINCIPLE REINFORCEMENT DIRECTION STEP 1 -PLACE REINFORCEMENT L — SOLITTLE ORNOOVERLAP OCCURS IN THE RADIUS AREA IF OVERLAP OCCURS, PLACE 2 TO 3 INCH ES OF SAND BETWEEN THE _ REINFORCEMENT LAYERS. 73 OF SOIL FILL REQUIRED BETWEEN OVERLAPPED REINFORCEMENT FOR PROPER SOIL AND REINFORCEMENT F INTERACTION L STEP Y LAY THE NEXT COURSE OF BLOCK MAKE A MARK ON THE BACK OF THE BLOCKS IN THE AREAS THAT ARE NOT REINFORCED.BACKFILLAND COMPACT THAT COURSE. STEP 3: PLACE REINFORCEMENT A IN THE AREAS WHERE THE MARKB SH... IN THE LOWER REINFORCEMENT PATTERN. CONTINUENORMAI.— CONSTRUCTION, REPEATING THESE STEPS AS NEEDED. NOTE: CORES NOT SHOWN FOR CLARITY DIAMOND PRO® 1 OUTSIDE CURVE WlGRID W4 (NOT TO SCALE) STRAIGHT UNITS MINIMUM RADIUS f 4 FT. TO FACE PLACE ADDITIONAL REINFORCEMENT ON THE NEXT COURSE OF SEGMENTAL UNITS IMMEDIATELY ABOVE THE SPECIFIED PLACEMENT ELEVATION IN A MANNER THAT ELIMINATED GAPS LEFT BY THE PREVIOUS LAYER OF GEOSYNTHETIC AT THE SPECIFIED REINFORCEMENT ELEVATION. 0 PRINCIPLE - REINFORCEMENT DIRECTION NOTE. PLACEMENT OF REINFORCEMENT EXTENSION ON SPECIFIED REINFORCEMENT ELEVATIONS. DIAMOND PROP 4 INSIDE CURVE W/ GRID W4 (NOT TO SCALE) W4 ---.( im, REINFORCEMENTW4BEYOND THE CORNER AT THE SPECIFIED REINFORCEMENTELEVATIONS ^.. i?i2e HM EXTENSION BEYOND BAC......_.... OF BLOCK PRINCIPLE DIRECTION DIAMOND PRO® r5__� 90 -DEGREE INSIDE CORNER W/ GRID (NOT TO SCALE) NOTE: USE ADHESIVE ON EXPOSED PARTIAL UNITS CUT UNITS (X) TO MAINTAIN RUNNING BOND k�= i?yR. THIRD COURSE t� DIAMOND PRO® 6 90 -DEGREE INSIDE CORNER W4 (NOT TO SCALE) 1 AI MIRAGRID SXT, 2.D0 FT +,-I FINISHED — GRADE SIDEWALK (BY OTHERS) - CDOT CLASS 1 IN REINFORCEDZONE ES OF FREE IGAGGREGATE 5 406F1 F_� -moiQ DIAMOND PRO® 7 WALL 1 A STA 2+15 W4 (NOT TO SCALE) wW3 DIAMOND PRO® 2 OUTSIDE CURVES W4 (NOT TO SCALE) s r SIDEWALK-- BY OTHERS) RAGRID 3XT, 4.00 FT 721NCHES OF FREE DRAININGAGGREGATE MIRAGRI SJ(T, 4.00 FT O JOINT MATERIAL STRAIGHT UNITS MINIMUM RADIUS 6FT. TO FACE QDIAMOND PRO® 3 INSIDE CURVES W4 (NOT TO SCALE) PLACE ADDITIONAL REINFORCEMENT ON THE NEXT COURSE OF SEGMENTAL UNITS IMMEDIATELY ABOVE THE SPECIFIED PLACEMENT ELEVATION IN A MANNER THAT ELIMINATED GAPS LEFT BY THE PREVIOUS LAYER OF GEOSYNTHETIC AT THE SPECIFIED REINFORCEMENT ELEVATION. 0 PRINCIPLE - REINFORCEMENT DIRECTION NOTE. PLACEMENT OF REINFORCEMENT EXTENSION ON SPECIFIED REINFORCEMENT ELEVATIONS. DIAMOND PROP 4 INSIDE CURVE W/ GRID W4 (NOT TO SCALE) W4 ---.( im, REINFORCEMENTW4BEYOND THE CORNER AT THE SPECIFIED REINFORCEMENTELEVATIONS ^.. i?i2e HM EXTENSION BEYOND BAC......_.... OF BLOCK PRINCIPLE DIRECTION DIAMOND PRO® r5__� 90 -DEGREE INSIDE CORNER W/ GRID (NOT TO SCALE) NOTE: USE ADHESIVE ON EXPOSED PARTIAL UNITS CUT UNITS (X) TO MAINTAIN RUNNING BOND k�= i?yR. THIRD COURSE t� DIAMOND PRO® 6 90 -DEGREE INSIDE CORNER W4 (NOT TO SCALE) 1 AI MIRAGRID SXT, 2.D0 FT +,-I FINISHED — GRADE SIDEWALK (BY OTHERS) - CDOT CLASS 1 IN REINFORCEDZONE ES OF FREE IGAGGREGATE 5 406F1 F_� -moiQ DIAMOND PRO® 7 WALL 1 A STA 2+15 W4 (NOT TO SCALE) wW3 DIAMOND PRO® 9 WALL 2 4 STA 1+90 W4 (NOT TO SCALE) i W2 f FINISHED -- GRADE I GENERAL NOTES: 7. IF A FENCE OR HANDRAIL 15 REQUIRED ABOVE WALLS, SEE DETAIL S ON SHEET W3. 2. PROPOSED BUILDINGS TO BE LOCATED BEHIND WALLS (DISTANCE VARIES} RETAINING WALLS MUST BE CONSTRUCTED PRIOR TO PLACEMENT OF BUILDING FOUNDATIONS. COORDINATE WITH BUILDING CONTRACTOR TO ENSURE NO GEOGRID 16 DAMAGED DURING PLACEMENT OF BUILDING FOUNDATIONS. MIRAGRID WIT, 2.00 FT CDOT CLASS 11N REINFORCEDZONE 12114CHES OF FREE DkNNRK AGGREGATE Lo. 3XT, 4.00 FT )^ 2'4r -I L'J DIAMOND PRO® 8 WALL 2 ✓) STA 1+15 W4 (NOT TO SCALE) -i -kyr �Td 1 • • L. • ;� s r SIDEWALK-- BY OTHERS) RAGRID 3XT, 4.00 FT 721NCHES OF FREE DRAININGAGGREGATE MIRAGRI SJ(T, 4.00 FT 1? (MIN.) EXPANSION DIAMOND PRO® 9 WALL 2 4 STA 1+90 W4 (NOT TO SCALE) i W2 f FINISHED -- GRADE I GENERAL NOTES: 7. IF A FENCE OR HANDRAIL 15 REQUIRED ABOVE WALLS, SEE DETAIL S ON SHEET W3. 2. PROPOSED BUILDINGS TO BE LOCATED BEHIND WALLS (DISTANCE VARIES} RETAINING WALLS MUST BE CONSTRUCTED PRIOR TO PLACEMENT OF BUILDING FOUNDATIONS. COORDINATE WITH BUILDING CONTRACTOR TO ENSURE NO GEOGRID 16 DAMAGED DURING PLACEMENT OF BUILDING FOUNDATIONS. MIRAGRID WIT, 2.00 FT CDOT CLASS 11N REINFORCEDZONE 12114CHES OF FREE DkNNRK AGGREGATE Lo. 3XT, 4.00 FT )^ 2'4r -I L'J DIAMOND PRO® 8 WALL 2 ✓) STA 1+15 W4 (NOT TO SCALE) U J V N � W H ui O Z N LLj l'MY Urp Z Z o�IN W 0: a:; g � J Y O Z m w = o Z D O Ln U Z Q DESIGN ENGINEER: DONALJ. ARMSTRONG COLORADO REGISTRATION: PE -44025 S SHEETW4 IOF4 TYPICAL DETAILS W3 ' s r SIDEWALK-- BY OTHERS) RAGRID 3XT, 4.00 FT 721NCHES OF FREE DRAININGAGGREGATE MIRAGRI SJ(T, 4.00 FT 1? (MIN.) EXPANSION JOINT MATERIAL DIAMOND PRO® 10 WALL 3 ':a STA 0+10 W4 (NOT TO SCALE) U J V N � W H ui O Z N LLj l'MY Urp Z Z o�IN W 0: a:; g � J Y O Z m w = o Z D O Ln U Z Q DESIGN ENGINEER: DONALJ. ARMSTRONG COLORADO REGISTRATION: PE -44025 S SHEETW4 IOF4 TYPICAL DETAILS City of Wheat Ridge -, Site Work Permit PERMIT - 201900593 ,u PERMIT NO: 201900593 ISSUED: 04/04/2019 JOB ADDRESS: 11818 W 52nd Ave EXPIRES: 04/03/2020 JOB DESCRIPTION: Site development for Hance Ranch town home project; 63 units total *** CONTACTS *** OWNER (303)420-2899 HANCE RANCH STATION LLC GC (303)420-2899 MEGAN SPARKS 160075 REMINGTON HOMES OF COLORADO *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 712,805.00 FEES Total Valuation 0.00 Plan Review Fee 3,174.31 Use Tax 14,968.91 Permit Fee 4,883.55 Engin. Review Fee 4,900.00 ** TOTAL ** 27,926.77 *** COMMENTS *** *** CONDITIONS *** Fees in lieu of streetscape and parkland dedication are required prior to issuance of first vertical building permit, per the SIA. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to formed is displosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 1 This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off-cial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The !issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of '' Wheat die COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(a)ci.wheatridge.co.us N FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 1 , X l k U) J 2 %t 0_)h,_ ppe1111— Z: ` 11-- �OO p Y Y� • t- � fl Property Owner (please print): 1141('- Loa S'14-ocgo LC Phone: �D 3 � 2� Property Owner in Tenant Name (Commercial Proj6tts Only) Property Owner Mailing Address: (if different than property address) Address: �� 4O 0/4- Q)aigw ► 2 v -c City, State, Zip: l KVA-12 fl- CC , t50100 14 -- Architect/Engineer:l_r`N'�� Architect/Engineer E-mail: Phone: Contractor Name: fW City of Wheat Ridge License #: 1,6on j Phone: � 2, 4Z 2-"9 Contractor E-mail Address:�,� �e�utut,� "��ir,nruo,r . rzPir` For Plan Review Questions & Comments CONTACT NAME (please print): M 12LUi ,1 9491 Phone: 602- Yo2- 74( CONTACT EMAIL(p/ease print): ptJ-i ca ev-�' Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL 'RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): Printed Name: ZONING COMMMENTS: Reviewer: �" J 111 BUILDING DEPA ENT QOMMEN 1, S: Reviewer: q/3I [I -11�+ PUBLIC WORKS COMMENTS: Reviewer: oya3 24(9 DEPARTMENT USE ONLY DATE: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Ill, Building Division Valuation: f -r— J t P City of ,9�W heat -Midge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: D Z,;OncziW/_9__ Location of Construction: m% Purpose of Construction: SJ 7Z_ W01M A -0Z k4.047/ /c.90 Single Family Commercial Multi -Family \11�_ Development Review Processiniz Fee: ................................................ $100.00 $ IDD •OD (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ Commercial/Multi-Family Review Fees: Fees include reviews of the I` and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents: ................ $600.00 $ ep OD • DD • Traffic Impact Study Review Fee: .................................................... $600.00 $ 100.00 • Trip Generation Study Review Fee: .................................................. $200.00 $ • Stormwater Management Plan (SWMP) Review Fee: ....................... $200.00 $ 7ttD • 00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ LDD . DD ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3rd submittal ('/2 initial review fee): .................................................... $300.00 $ (90.00 411 submittal (full initial review fee): ................................................. $600.00 $ &CV . Oji All subsequent submittals: ...................... .................................. .$600.00 $ Z1 KGtD-00 (Full initial review fee) .. S uOSc?�vE�1T, TOTAL REVIEW FEES (due at time of Building Permit issuance): '� co. co PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 09/18 CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: O DRAINAGE 0 SIDEWALK 0 CURB & GUTTER 0 STREET J2fMISCELLANEOUS 0 PLAT COMMENT Itemized Engineer's Cost Estimate 0410112019 CIVIL ENGINEER DATE SUBJECT TO FIELD INSPECTIONS 1BASELINE --- .-- Engineering • Planning - surveying Engineer's Cost Estimate for HANCE RANCH LOT 1 (TOWNHOMES) 12/21/2018 PRIVATE IMPROVEMENTS: CITY OF WHEAT RIDGE PUBLIC WORKS DATE 03/22/2019 RECEIVED 03/22/2019 8th Submittal Description: Unit Quantity Unit Cost Amount 4" HMA TON 500 $ 100.00 $ 50,000.00 12" ABC CY 750 $ 25.00 $ 18,750.00 3' Concrete V -Pan LF 2,098 $ 15.00 $ 31,470.00 Concrete Apron and Driveways SY 465 $ 50.00 $ 23,250.00 Concrete Pathways SY 556 $ 50.00 $ 27,800.00 Street Signs LS 1 $ 5,000.00 $ 5,000.00 Striping r LS 1 1 $ 5,000.00 $ 5,000.00 Street Cut, Demo, Patch EA 3 $ Subtotall $ 161,270.00 2.0 WATER DISTRIBUTION SYSTEM Description: Unit Quantity Unit Cost Amount Tie into existing water main EA 3 $ 3,000.00 $ 9,000.00 8 -inch PVC w/ Bedding, Fittings, Etc. (Water Main) LF 1071 $ 45.00 $ 48,195.00 6 -inch PVC w/ Bedding, Fittings, Etc. (Water Main) LF 722 $ 38.00 $ 27,436.00 3/4" Domestic Servie w/ Type W Copper & Meter Pit EA 63 $ 1,875.00 $ 118,125.00 3/4" Irrigation Service w/ Type W Copper & Meter Pit EA 2 $ 1,875.00 $ 3,750.00 Fire Hydrant Assembly w/ 6" Gate Valve & 6" Fir eline EA 4 $ 7,500.00 $ 30,000.00 Pressure Test LF 1793 $ 2.00 $ 3,586.00 Street Cut, Demo, Patch EA 3 $ 3,800.00 $ 11,400.00 Subtotal $ 251,492.00 3.0 SANITARY SEWER SYSTEM Description: Unit I Quantity Unit Cost I Amount Tie into existing sanitary main EA 1 $ 3,000.00 $ 3,000.00 8 -inch PVC LF 1454 $ 45.00 $ 65,430.00 4 -ft I. D. Manhole EA 9 $ 3,200.00 $ 28,800.00 4 -inch services w/ cleanout EA 63 $ 1,200.00 $ 75,600.00 Type (UM) Rip -Rap CY 10 $ Subtotal $ 172,830.00 4.0 STORM SEWER and STORM DETENTION SYSTEM Description: Unit Quantity Unit Cost Amount Detention Pond Grading: Cut to Fill CY 1452 $ 5.00 $ 7,260.00 12 -inch RCP LF 150 $ 50.00 $ 7,500.00 12 -inch FES w/trashrack EA 1 $ 2,500.00 $ 2,500.00 Standard Type 13 Inlet EA 5 $ 5,400.00 $ 27,000.00 Type (UM) Rip -Rap CY 10 $ 50.00 $ 500.00 12" Concrete Headwall EA 3 $ 4,300.00 $ 12,900.00 Pond Retaining Wall SF 2291 $ 26.00 $ 59,553.00 Detention Pond Outlet Structure EA 1 $ 10,000.00 $ 10,000.00 Subtotal $ 127,213.00 ENGINEER'S ESTIMATE OF CONSTRUCTION COST TOTALS HANCE RANCH LOT 1 (TOWNHOMES) PRIVATE IMPROVMENTS: 1.0 PRIVATE STREETS = $ 161,270.00 2.0 WATER DISTRIBUTION SYSTEM = $ 251,492.00 3.0 SANITARY SEWER SYSTEM = $ 172,830.00 4.0 STORM SEWER and STORM DETENTION SYSTEM = $ 127,213.00 SUBTOTALS= $ 712,805.00 The Engineer's Opinion of Probable Cost is based upon documents listed in the above notes. Since Baseline has no control over the cost of labor, materials, furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions, equipment or services, this Opinion of Probable Construction Costs is made based on Baseline's best judgment as an experienced and qualified professional engineer, familiar with the construction industry; however, Baseline cannot and does not guarantee that proposals, bids or actual Construction Costs will not vary from Opinions of Probable Construction Costs prepared by Baseline. HANCERANCH i CITY OF WHEAT RIDGE C _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: @—t V. Job Address: Lj Permit Number: Q i5 ( �� P id �4 ❑ No one available for inspect' o Time , 3 V A /PM Re -Inspection required: Yes N When corrections have been made, call,torle-inspection at 303-234-5933 Date: -3),p 9) I Inspecto : t /" c> �c DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE C _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: @—t V. Job Address: Lj Permit Number: Q i5 ( �� P id �4 ❑ No one available for inspect' o Time , 3 V A /PM Re -Inspection required: Yes N When corrections have been made, call,torle-inspection at 303-234-5933 Date: -3),p 9) I Inspecto : t /" c> �c DO NOT REMOVE THIS NOTICE City of Wheat Ridge x Residential Demoliti PERMIT - 201800066 PERMIT NO: 201800066 ISSUED: 01/08/2018 JOB ADDRESS: 11818 W 52nd AVE EXPIRES: 01/08/2019 JOB DESCRIPTION: Demolition of entire house - State Permit No. 17JE7678D *** CONTACTS *** OWNER (303)888-9909 HANCE RANCH DEVELOPMENT LLC SUB (303)427-1201 Phil Mendoza 022230 Mendoza Demolition Services *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2320 / APPLERIDGE ESTATES, STANDLEY H BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,000.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that a ' rk to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. -7 Signature Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issua c or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicahWO-C or any Orde or re ulatpon of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �fW heat I�dge MUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit #11) Plan Review Fee: Building Permit Application **" Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: IC Owner Property Owner Email: u 2 L'C'D Mailing Address: (if different than property address) Address: 0 City, State, Zip: 've�' C'U' �G2 0,7 Arch itect/Eng1neer E-mail: Phone: Phone: Contractor: KA Lryi tri &eA(\/, (�r2;j /� Contractors City License M Phone: J - /27 W,a1 Contractor E-mail Address:MLyV� ____ Ir)'5n a'Y For Plan Review Questions S Comments (please print): CONTACT NAME (please print): U1 Phone:-( CONTACT EMAIL(p/ease print): �`Vvi _ 0, CC) Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL 21RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTENVAPPLIANCE REPAIR or REPLA-r-E NMS. T=1�" [,OTHER(Describe)mnoAj AlfQ (For ALL projects, please provide a detailed description of work to be performed, Including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps Btu's Gallons Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ goo0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR)/Lrr (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION Building Division Valuation: $ Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100 —Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit.signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) ore -mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 12/21/2017. The actual scheduled work dates are from 12/21/2017 through 2/21/2018. Approval issued on: 12/14/2017 Record number: 133449 Notice Number: 17JE7678D For the location specified below: House 11818 W. 52nd Ave Wheatridge Jefferson County This notice has been issued to: Mendoza Used Brick & Demolition 701 W 64th Ave., Suite B Denver, CO 80221 Fee Paid: $55.00 Check number: 16712 Asbestos Building Inspector: Howard E. Hallman, Jr. Cerification No.: 4288 Inspection Date: 10/14/2017 Issued by: JW solo uoggowep ol,oud panowa,/pa;ego eag P I 3 y aovrla P �!,ado,d eq ;snw wna!ou!i ue Auin�� ys 6uiu!i? uo�- o;s qsy :a;oN uo!;rin6a, s! ; �(q pa;eln6a, suo!;e,ado uo!;enoua, ,o uo!;!Iowa ,,.. s,noa ay; w lana;ew ay; uo;oe o; pa;oad�ca sad�o} ay; Fq,apnnod o; paonpa„o pazuan!nd `pa!gwn,o awooaq sey,o 6u!wooaq )o �(}!!!gego,d �i161ya�ey;eyy WAV algeu;uou ll� (p) ,0 6u!pe,ge,o ' wgno ' u!puu `6u!pues o; pa;oafgns uaaq sey,o aq p!nn;ey; WOtf algeu;uou 1-7Cio a> n 2x.1 ...........i„ 1..,.,.. �.,, .., i, ia...� jinni w inn i in ainn (n1 'ronaivu i i m untun:'i-S(11SAf1SB .�1(7P.n1 (rl SUEBW SIEIJalEW 6wweluoo-Sp1S2QSE paleln6a}-I :penssl a;e p,00eu 1! ad /Z �L / (P:#'8luawAed )o w,o:j 08;.EE:l0I£ leg!u! :apoo :� e pano,ddy I L 2 :a;ea A,an!lap pueH ,o illew;sod WINO 3sn 3HdQ3 a0� SI X08 SIH_, -OWN kom C/�� J :awEN luud :amjeu6!g � L Z I :sled iaylo ❑ ,oloeiluo0 ,auMO 6u!p!mgED — .* X08 31VI8d0dddV 3H1)103HO n cCD 7 '(OZEE-Z69-£OE Ileo sluaweiinba, u6!s l!xe snowwnl uo uo!leuLo;u!,ol) E'b'9,£ pL,dgns I-LOOI H00 9 41!M aouep,000e u!;o pesodsip O O uaaq aney (leua;ew an!;oeo!pe, 6ulUle;u00) su6!s;lxa snowwnl perry; A)uan,ayl,n; I '(00 IS -E69 Ileo s;uawa,!nba, 0-jo uo uo!leuuolu!,ol) 9I 'ON uo!;elnbeH 30C)V y;!nn eouep,000e u! pa,anooa, Al,ado,d uaaq aney seouoldde uo!;e,a6u;a,/6u!uo!1!puoo JIB wo,; s;ue,a6ula, pe;ey; i4!J9n I L081 -16V (61L) L081 -16t (61L) 8i/Li/Z 88ZV L111,4101# auoyd PC) I # auoydelei ale(] uo!Iej!dx3 # vao 00 uopedsul leu!d to ale(] .If `urullleH '9 PlennoH � �'�? � � ,L/� / , � � •D :awEN paluud (3!ul anis u!) :amleu6!g CD :�(I!oeds `aaylp E] 6ulzelE) E]6ui>lIneo sbuileoo iel pa!ldde-�(ejdS ❑ Q c� s6ulleoo adid oiljeydsV ❑ 6ullooA paleubeidwi lIeydse/ael 011sew lyn E1 (_LVA) ani; jooIj solsagse IAUTA E /-i :((sa)xoq a}el.ldoidde )loayo) :nnolaq `6uiuiewei NOV to m rt o (s)edAl A loads •uo!l!lowep 6uunp algelal-uou uiewai lsnw Aj!I!oel ay; w (els of pamolle leuejew 6ululeluoo-solsagse Aue leyl aoloelluoo uollilowep eql ao Al!lioel eqj to ioleaado/jeunno ayl pewjolul aney I ;eql Al!jJao Osie I .'Al!I!oel y aql u! eJGgM (ue slslxa NOV paleln6aH ou leyl paulwJalep aney pue `Ajolejogel pal!palooe-dd-jnN e Aq solsegse -0 cD to eouesaid ayl jol pezAleue soldwes Ile pey `sleualew loodsns lie peldwes `eAoge i oolq al!S uollilowaa ay; ui c palsy se `pegsllowap aq of Al!l!oel ay; paloadsu! 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Note: Asbestos -containing sheet vinyl and linoleum must be proper) f .1 abated/removed prior to demolition. �� ,�0 . Form: DNA08 Rev. 0 0/08 A` apary Name: ( Building Name: �� f'(GYl House Street: -701 Square footage of footprint of facility or portion of facility to be demolished 1?00O V mu`P� °r City: St te,: C Z'p Code: Z2� Street: 11818 West 52 Avenue 0 N Telephone # - — v I F # �3) �� -�}� City:County: Wheat Ride Zip Code: (�(/3) ( c Jefferson 80033 roject Manager: Cell Phone # Proposed Sty Date 2 Proposed Completion Date * 0 I certify that the Certified Asbestos Building Inspector has informed me E Method/Means of Demolition: 0 about any remaining asbestos -containing materials in the facility to be 0 E de olished. Lq/W�recking ❑ Bumingt ❑ Implosion ❑ Moving ❑ Other, specify: ature: Pr ame: tBurning requires additional authorization — Please call (303) 692-3100 and ask landfilleceiviJ;g wilding Debris: /\ tf y C 3 Q C 1J to speak to the Open Burninq Permit Coordinator General Abatement Contractor (GAC) Owner Name: _ Advantage Environmental INC. \,., j�c�%�'� f�2t'i1t o E LO CDPHE Asbestos Permit # Total Quantity of Asbestos Removed Street: I t cc 17JE5959A 150 sf flooring, 900sf p w transite roof, 30sf plaster _ La' Date Removal Completed Telephone # City: State: Zip Code: a) U 10/09/2017 (720) 394-6592 1' f ` L-", aType(s) m of Asbestos -Containing Material Removed: Contact's Name: Telephone # Vct, transite, plaster With my signature below, I certify that I possess current AH ERA accreditation and state of Colorado certification as o an Asbestos Building Inspector. I also certify that I have thoroughly inspected the facility to be demolished, as listed U in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of a asbestos_ by a NVLAP-accredited laboratory, and have determined that no Regulated ACM exists anywhere in the _ facility.* I also certify that I have informed the owner/operator of the facility or the demolition contractor that any = y•o asbestos -containing material allowed to stay in the facility must remain non -friable during demolition. Specify type(s) yM of ACM remaining, below: (check appropriate box(es)): � = t Vinyl asbestos floor the (VAT) ❑VAT mastic �' Tar/asphalt impregnated roofing Asphaltic coatings a v —.1 pipe ❑ Spray -applied tar coatings ❑ Caulking ❑ Glazing ❑ Other, specify: T Signature: (In Blue Ink) Printed Name: Howard E. Hallman, Jr. (1 Date of Final Inspection CO Cert # Expiration Date Telephone # Cell Phone # 10/3/17 4288 2/17/18 (719) 491-1807 (719) 491-1807 1 verify that all refrigerants from air conditioning/refrigeration appliances have been properly recovered in accordance with AQCC Regulation No. 15 (for information on CFC requirements call 692-3100). 1 further verify that all luminous exit signs (containing radioactive material) have been p disposed of in accordance with 6 CCR 1007-1 subpart 3.6.4.3 (for information on luminous exit sign requirements call 303-692-3320). D i CHECK THE APPROPRIATE BOX: M 03 ❑ Building Owner Contractor ❑ Other Date: -7' (� U Signature: Print Name:% THIS BOX IS FOR CDPHE USE ONLY: Postmark or Hand Delivery Date: ®- Approved By: Code: initial -310 ❑transfer -380 Permit #: Record # Date Issued: Form of Payment & #: * Regulated asbestos -containing materials means (a) friable asbestos -containing material, (b) Category I nonfriable ACM that has becomelriable, ( _'D Category I nonfriable ACM that will be or has been subjected to sanding, rig_ nding, cuffing, or abrading or (d) Category II nonfriable ACM,th_ - ha thigh 1 probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course\ demolition or renovation operations regulated by this regulation. Note: Asbestos -containing sheet vinyl and linoleum must be proper) f .1 abated/removed prior to demolition. �� ,�0 . Form: DNA08 Rev. 0 0/08 A`