Loading...
HomeMy WebLinkAboutPOUDRE VALLEY PLAZA REPLAT #1 LOT 7 - Filed SP-SITE/LANDSCAPE PLAN - DocuSign Envelope ID: C04BDA2B-C43C-43D5-B571-FA693AF39F6B A ■ A riLIIIL10% r% rT - - LEGAL DESCRIPTION POUDRE VALLEY PLAZA MIXED USE LOT 7, POUDRE VALLEY PLAZA P.U.D, REPLAT #1 OWNER'S CERTIFICATION SITE PLAN NOTES: �..`.�.� - GENERAL AI CC ,'-+, rr S r R I T i nr"C n 1 TH r 6 S TS I STBE I - E I h 1 d - T PRIOR GENERAL LAND USE DATA 1. THE PROJEC 0HALL BE CON0TRUC�ED Niv�r�uGRDANt.E �`JITH i ruE FINAL PLANS, AMENDMENTS a TO THE PLANS MUST I IDL REV/€V'�U. AtYI��.PPRC�J€D ED TH€ CI o Y F TO THE UNDERSIG ED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNER'S OF THE REAL EXISTING ZONING NC NEIGHBORHOOD COMMERCIAL) THE IMPLEMENTATION S. I'ROI'ER� £S'CRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT 1,1WE ACCEPT THE CONDITIONS � OF ANY CHANGES TO THE PLAN AND € 52TIQNS SET FORTH ON SAID SITE PLAN. LOT SIZE 11,100 SF (0.25 AC) 2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFDRMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, EXISTING LAND USE VACANT PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. PROPOSED LAND USE MIXED USE -RESIDENTIAL AND COMMERCIAL 3. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS,AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SIGN DATEOWNER-(SIGNED) A SURVEY INFORMATION. PROPOSED PROJECT LAND USE DATA 4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCRE oNED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE ('STATE OF �60' C- } PROPERTY LIMIT IMPROVEMENTS" SITE AREA AC SITE AREA SF BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-D-TANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL ( )SS BUILDING 0.20 9,013 BE CONSTRUCTED, OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND 'LUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING (COUNTY OF PARKING AND DRIVEWAY 0.06 2,400 SURFACES. >< LANDSCAPE AREA (turf, shrub beds, seed) 0.11 4,845 5, ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. SUBSCRIBED AND SWORN TO BE BEFORE THIS �90DAY OF Pv�r'+'1 20Z3, BY WITNESS MY HAND CONCRETE WALKS 0.06 2,780 6. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REC UIREMENTS IN SECTION 3.2A OF THE LAND USE CODE AND SHALL USE A CONCEALED # r rr r r r+ i i r rr,r r,x "■ rrr rnr r �f AND OFFICIAL SEAL. FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARY_ AND UNNECESSAR r DIFFFLISSIO N. r - RIGHT-OF-WAY IMPROVEMENTS 7. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS 1••� 7 4LANDSCAPE AREA 0.01 660 NOTARYPUBL SHIRLEY A FURSTENAu MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. HoTAW PUBLIC-STATE OF COLO]2024 CONCRETE WALKS 0.002 85 8. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. NOTARY ID 20124009028 MY COMMiSSION EXPIRES FEB 15, 9. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. X- � ' BUILDING DATA: PROPOSED 10. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL ADDRESS C) MAXIMUM PROPOSED BUILDING HEIGHT: 26.0" DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES MU;)T SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. NAME STATUS AREA GROSS FAR USE 11. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREEET MEDIANS,AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE MY COMMISSION ION PIKES BUILDING NEW 17,836 SF 1.60 MULTI-FAMILY I COMMERCIAL REQUIRED TO BE MAINTAINED BY A PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD URVICES RETAIL 1,641 SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS, APPROVED BY THE CURRENT DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF TOTAL 1 BEDROOM UNITS 18 12. DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS, UNLESS THE CITY OF FORT COLLINS, COLQRADO, THIS 11th OF May 20 23 TOTAL STUDIO UNITS 2 OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREA'S IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. DocuSigned by: 13. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH UNIT/APARTMENT BUILDING. �aaA( si"bm - 14. PRIVATE CONDITIONS, COVENANTS,AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DLO MENT AND NEIGHBORHOOD SERVICEg b F XERISCAPE DocuSi ned DENSITY CALCULATIONS BIKE PARKING DEVELOPMENT, BE CREATED OR EN HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION'O LANDSCAPING, � i,�� CrDMMUNI y: , MAY N FORCED EC sFaL,v GROSS DENSITY REQUIRED BIKE PARKING �LTI-FAMILY: COMPOST BINS, OR Y INDIVIDUAL LOT BESPLANTED IN TURF LOCATED IN YARDS), ODOR-CONTROLLED AIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISI-ED ROOF LINES (IF SHEET INDEX n�9.. 15. ANY DAMAGED CURB, GUTTER AND SIDEWIfALK�EX STING PRIOR R TO CON TRUCTION,AS ...... TOTAL DWELLING UNITS - 20 1 SPACE I BEDROOM (6014 ENCLOSED 1401� FIXED} TING PRIOR TO WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR TOTAL GROSS ACREAGE = 0.25 AC 20 BEDROOM =20 (12 ENCLOSED/8 FIXED) REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR G001 COVER SHEET GROSS DENSITY = 80 DU/AC TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. REQUIRED BIKE PARKING (GENERAL RETAIL): LS101 SITE PLAN - 4 16. FIRE LANE MARKING:A FIRE LANE MARKING PLAN MUST BE REVIEWED AND ARPR DYED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF NET DENSITY 1 SPACE/4,000 SF (20fo ENCLOSED/8010- FIXED) OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL,APPROVED SIGNS DR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL LS102 PARKING & SIGNAGE PLAN TOTAL DWELLING UNITS = 20 MINIMUM OF 4 SPACES BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF, THE MEANS BY WHICH FIRE LANES ARE LS50 i SITE DETAILS TOT AL NET ACREAGE = 0.25 AC - 0.005 AC (GATHERING 1,641 SF = MINIMUM WILL BE PROVIDED DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE AREAS) = 0.245 AC (1 ENCLOSED/3 FIXED) VISIBILITY. LL101 LIGHTING PLAN NET DENSITY= 81.63 DU/AC 17. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF LL501 LIGHTING NOTES AND SUMMARY TABLE TOTAL REQUIRED ENCLOSED 13 SPACES ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY FINDING.ALL BUILDINGS SHALL HAVE ■ VEHICLE PARKING TOTAL REQUIRED FIXED 11 SPACES russe ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD TR101 TREE PROTECTION & 'MITIGATION' PLAN REQUIRED RESIDENT VEHICLE PARKING: RONTING THE PROPERTY AND POSTED WITH A MINIMUM OF SIX INCH NUMERAL-3 ON A CONTRASTING. BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD M S F MULTI-FAMILY 1.5 SPACE/UNIT 30 PROVIDED BIKE PARKING: USED TO IDENTIFY THE STRUCTURE.AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY,A MONUMENT, P DLE OR OTHER SIGN OR MEANS SHALL BE LP100 LANDSCAPE SCHEDULE AND NOTES RETAIL MINIMUM 2/ 1,000 SF 4 ENCLOSED BIKE PARKING 15 SPACES 18. TRACT A PROVIDES SHARED PARKING FOR LOT 7 AND OTHER BUSINESSES, CUSTOMERS AND RESIDENTS WITHIN THE POUDRE VALLEY PLAZA P.U.D. WITH EQUAL ACCESS LP101 LANDSCAPE PLAN TOTAL REQUIRED SPACES = 34 FIXED BIKE PARKING 11 SPACES TO ALL OF THE SPACES. THE DEVELOPER ACKNOWLEDGES ITS ONGOING OBLIGATION TO ENSURE THAT IT HAS SUFFICIENT PARKING WITHIN TRACT A IN PERPETUITY TO LP501 LANDSCAPE DETAILS PROVIDED RESIDENT VEHICLE PARKING: TOTAL= 26 SPACES ENSURE COMPLIANCE WITH THE FINAL DEVELOPMENT PLAN DOCUMENTS. REV. COMMENT DATE PL4.1 BUILDING ELEVATIONS STANDARD PARKING 33 APPROVED MODIFICATIONS: PL4.2 BUILDING ELEVATIONS HANDI-CAP PARKING iTOTAL PROVIDED SPACES - 34 MODIFICATION#1 -LUC SECTION 3.5.1(I)(1) PL4.3 BUILDING PERSPECTIVES THE EXISTING STRUCTURE SHALL REMAIN IN ITS EXISTING LOCATION (8'-0" FROM R.O.W.)AND BE EXPANDED TO SERVE THE NEW USES ON LOT 7 WITH A SETBACK OF 10'-9" FROM PL4.4 TRASH ENCLOSURE R.O.W. (REFER TO LS1132 FOR PUD PARKING PLAN MODIFICATION #2 - LUC SECTION 3.2.1(5)(c) PARKING ISLAND TREE REQUIREMENT SHALL BE OFFSET BY INCREASED BUILDING PEF IMETER TREE STOCKING. 4. < w .y. - '' -0 C•4- J - p _ w 4M to 'z Pace w i '�'' �- .. ,-, way , r 1 hol ems. ti - P41 nil - ryy . eVill ,wry , .. % • .. � � ,,mo�tF It, f..7 Net �' MAJOR AMENDMENT - , - �� ,� Ki al 6 t .lei. +� PrTI " et" 1, . Nrsortoo , C1 , ` rr Date: 04.25.2022 Ct _ Drawn By: SL Are. t -� 'a x Checked By: CR rn Its , ;►' ' . !Dr- POUDRE Patj> Sheet Name [ VALLEY Purp �- +_. age PLAZA - -- I � COVER SHEET MIXED USE 6 Wyk G ko POUDRE �-{ R . 4 a' �.��' �, VALLEY o � Sheet �� P LAZA � � _ MIXED USE ' ' a 'Senn aver rU NORTH G001 NTEXT MAP ZONING MAP SITE LEGEND: / PROPERTY LNE/R.O.W. EASEMENT \ I I ROLL TOP STEEL EDGER \ PA PA I a �. ° 6" CONCRETE EXISTING PARKING (11) ° STD. GRAY, LIGHT BROOM FNISH \ \ I I BIKE RACK SITE LIGHTING TABLE Q '0\ ° 00 a 0 w L BENCH PA PLANTING AREA L——— — — —— ° \ 4 N d Q N`dA ° ° NEW PARKING (13) PA , EXISTING PLAZA EV STALL EV STALL EV STALL EV STALL Q 4 d ° _ I 11 FIXED BIKE I PARKING O 000000 -44 0 00 0Do °°°°o°�°°°°°° Q ° d 4 a - — \� 4- B BIKE RACK TURF LAWN TURF LAWN ° ooc oc I LID PLANTER °� LID PLANTERooc PATIO TABLE PA 2 9 PA 1 $11 � 1 ..a -- — — — -- — — — — — — — — — — — — — — — 16-ly 1 5 ENCLOSED BIKE ENTRANCE— 6'-1�" I 2-6� ° 4 PLAZA NG I I MAIN � — � PARKING a I I ENTRANCE I I I I I —i PA russe rQ I I —MAIL ROOM I LS501 S�ATWALE ENC OSED LOB' 7 I I BIKE9 I ° I I i PARKING 7a LS501 —PATIO TABLE— — — — — _ _ _ _ REV. COMMENT DATE � N I o I 00 O -� ° I RETAIL/COMMERCIAL 7 LS501 PERGOLA I� I PA rF MULTI-FAMILY ° I I I ' I � ENTRANCE I I. I I , I � I rE SCREEN FENCE I d ° LS501 I 30'-0" UTILITY EASEMENT ° V EXISTING SUNKEN GARDEN AND PATIO P — I (DRAINAGE EASEMENT) MULTI-FAMILY GATHERING I EXISTING TRASH 6 ENCLOSED —I AREA \ ENCLOSURE WITH (4) 3 CY �� — BINS AND GREASE BIKE PARKING I ° d CONTAINER FOR ° I DRAINAGE &UTILITY MIXED USE _ J UP I \ f BUILDING � BUILDING F EXPANDED EASEMENT COMMERCIAL FIRE \ FOR MIXED USE BUILDING. ENTRANCE RISER 1 V� RE:ARCHITECTURE 1 DETAILS t 2'-6y2" 1 ° FDC — — — J 3CY 1 r r MAJOR AMENDMENT d L — - - - - - - - - - - - - - - - - - - � - - 21-811 [�'JYY Qjj EXISTING cn sTo I d LID SWALE =N °� I—PA SIDEWALK � - 0s � _ - �M — — . — J d rn �j i — — — — — ——— \ _ _ CONNECTION TO Date: 04.25.2022 i I —N =v _ N - - — 4 / �l C�� R.O.W. SIDEWALK -_ \\ o b m � ° z _ _ Drawn By: SL TURF LAWN U, . ,— - \ \ . _ = � , Checked B : CR y � a� a -� Sheet Name 4d a a SITE PLAN ARBOR AVENUE \ L \ Sheet uj SS SS LS1 01 10, 0 5' 10, 20' N O I i LEGEND: MONUMENTIWAYFINDING MONUMENT SIGN TO ® EXISTING NUMBER OF PARKING STALLS BE INSTALLED BY SEPARATE PROCESS FOR ADDRESS IDENTIFICATION OF NEW BUILDING WEST HORSETOOTH ROAD ® PROPOSED NUMBER OF PARKING STALLS — — — — — — — — — — — — — — — — — — — — AREA DEFINING MINIMUM NUMBER OF STALLS REQUIRED FOR BUILDING EXISTING VEHICLE PARKING LOT I MINIMUM PARKING REQUIRED: 12 SPACES EXISTING HANDICAP PARKING 12 LLI MAXIMUM ALLOWED PARKING: 24 SPACES 113 EXISTING PARKING STALLS 232 TOTAL PARKING 244 LLI _ I � � BUILDING D USE S.F. MIN. PARKING REQUIRED MAXIMUM ALLOWED BUILDING A(14,913 SF) BUILDING A I FINANCIAL SERVICES 7,686 16 27 I I GENERAL OFFICE 5,518 6 17 1075 I I 0 � MEDICAL OFFICE 1,709 4 8 I MINIMUM PARKING REQUIRED: 24 SPACES BUILDING B LLI — _ — _ _ _ I MAXIMUM ALLOWED PARKING: 52 SPACES O GENERAL OFFICE 7,471 8 22M I I I BUILDING C I STANDARD RESTAURANT 6,180 31 62 Q I I BUILDING D I GENERAL RETAIL 5,985 12 24 22 I BUILDING E I I FINANCIAL SERVICES 1,177 3 5 GENERAL OFFICE 5,868 6 18 I I I GENERAL RETAIL 1,489 3 6 LIMITED INDOOR REC. 1,188 4 8 75 REMAINING SPACES PERSONAL BUSINESS 1,809 4 8 I � I I BUILDING F I I GENERAL OFFICE 6,154 7 19 I I 22 MEDICAL OFFICE 1,663 4 8 © I O BUILDING E M STANDARD RESTAURANT 5,270 27 53 1015 I BUILDING G (NEW BUILDING) MINIMUM PARKING REQUIRED: 27 SPACES GENERAL RETAIL 1,641 4 7 I MULTI-FAMILY 20 units 30 30 BUILDING B MAXIMUM ALLOWED PARKING: 45 SPACES TOTAL 169 322 w I 1063 I 18 w I II Co I I ® EXISTING REQUIRED PARKING ANALYSIS SUMMARY U) M I MINIMUM PARKING REQUIRED: 7 SPACES 11' 19 BUILDING ID TOTAL S.F. MINIMUM REQUIRED MAXIMUM ALLOWED russe MAXIMUM ALLOWED PARKING: 22 SPACES I I I BUILDING A 14,913 26 52 I I 0 I I BUILDING B 7,471 8 22 o 1 is L _ _ _ _ : : _ — J > BUILDING C 6,180 31 62 0 BUILDING D 5,895 12 24 I PRIVATE DRIVE I BUILDING E 14,392 20 45 ry BUILDING F 13,087 38 80 REV. COMMENT DATE BUILDING 17,836 34 37 TOTAL 169 322 YI, _ -J' ��I J NOTE: PARKING PLAN INTENT IS TO DOCUMENT THE USES OF THE SITE AND iij DEMONSTRATE THAT ADEQUATE PARKING IS PRESENT WITH THE EXISTING AND PROPOSED USES. THE PARKING LOT IS A SHARED AMENITY OF THE POUDRE VALLEY I I I PLAZA HOA AND ALLOWS ALL BUSINESS, CUSTOMERS AND RESIDENTS EQUAL ACCESS TO ALL OF THE SPACES. I I 8 BUILDING C I L. BUILDING F I I I I � ® L � _>, I � _ � _ _ _ _ _ I J 1027 1051 � 13 MINIMUM PARKING REQUIRED: 41 SPACES Q I = I MAXIMUM ALLOWED PARKING: 79 SPACES I I I ' I I i III � IN � g - -_ - z- I II P LOT 7 I `MINIMUM PARKING REQUIRED: 34 SPACES 1 MAJOR AMENDMENT I I MAXIMUM ALLOWED PARKING: 37 SPACES I 0 BUILDING G I MINIMUM PARKING REQUIRED: 31 SPACES I 1 sl I ' � MAXIMUM ALLOWED PARKING: 62 SPACES L _ _ _ _ I 1 - 1039 1 \ I / � Woo Date: 04.25.2022 - Drawn B . SL - -- - s y �� �-� - - - - - - Checked By: CR s_ ARBOR AVENUE / Sheet Name ' r PARKING & I �•I� SIGNAGE PLAN 1 I Sheet AIN LS1 02 30' 0 15' 30' 60' N O R T H Q N CONCRETE PAVEMENT WITH FIBER Q MESH OF �4 SLAB THICKNESS. AS SHOWN ON SAWCUT CONTROL JOINT JOINT PLAN DRAWINGS. ° \wiz ui III III1 I I III1 I I IIIi - III I SUBGRADE COMPACTED COMPANY: DERO PER SPECIFICATIONS MANUFACTURER: VICTOR STANLEY NOTES MODEL: ROLLING RACK MODEL: ANTHRO SITES COLLECTION -A-364 >< 1 . EXPANSION JOINTS PLACED PER JOINT PLAN, BUT NO LESS THAN 100' O.C. ITEM NUMBER: RR5H (111 )COLOR: BLACK COLOR: BLACK nI 2. CONTROL JOINT PLACED PER JOINT PLAN, MAXIMUM SPACING 10'. MOUNT: SURFACE SEAT MATERIAL: STEEL, 2 SEATS 1••� 3. CONCRETE TO HAVE FINE BROOM FINISH PERPENDICULAR TO CENTERLINE OF CONTACT: 1-888-337-6729 PAVING. (WWW.DERO.COM) MOUNTING: SURFACE MOUNT PER MANUFACTURERS RECOMMENDATIONS 4. FINISHED GRADE OF LANDSCAPE AREA TO BE 1 " BELOW FINISH GRADE OF INSTALL PER MANUFACTURER SPECIFICATIONS. REFER TO SPECS CONCRETE (TYPICAL BOTH SIDES). O CONCRETE PAVEMENT R BIKE RACK PATIO TABLE ASCALE: N.T.S. DT-PVMT-CONC v SCALE.NTS DT-FURN-BIKE-RACK SCALE:NTS DT-FURN-TABLE-PATIO L p e � b1 SE WOOD WEDGE TO FORM SKATEBOARD a� DETERRENT CONCRETE BENCH - MEDIUM SANDBLAST 2'-0" FINISH WITH ANTI-GRAFFITI COATING i 1 "X1"X45° CHAMFER TYP 3'-0" TYP. 1"X1"X45° CHAMFER TYP ON ALL EDGES. EXPANSION JOINT BETWEEN ALL BENCH SECTIONSrusse T � #4 RB VERT @ 18" OC - NO TILES TO BE RUN ACROSS JOINTS _ (12) #5 RB CONT o o CONCRETE BENCH - MEDIUM SANDBLAST LANDSCAPE AREA i a - a I FINISH W/ ANTI-GRAFFITI COATING 95% COMPACTED AGGREGATE SUBBASE A - - EXPANSION JOINT BETWEEN BENCH & _ - (2) #5 REBAR AT EVERY NEW SECTION IN MANUFACTURER: BEMETALBE - =1 i 1 111= CONCRETE WHERE PAVING CONCRETE ��-- -----I CENTER OF BENCH, SPACED 12 APART PATTERN: TBD REV. COMMENT DATE \ III 1 = FROM CENTER OF BENCH " COMPACTED SUBGRADE ADJACENT SURFACING- COLOR: ALL SCREENS ARE MADE FROM MILD STEEL, OXIDISED AND THEN FINISHED SECTION SEE PLANS ELEVATION 95% COMPACTED AGGREGATE SUBBASE WITH AN ANTI-RUST TREATMENT TO SLOW THE ONGOING RUSTING PROCESS ADJACENT SURFACING-SEE PLANS MOUNTING: SURFACE MOUNT PER MANUFACTURERS RECOMMENDATIONS COMPACTED SUBGRADE REFER TO SPECS CONCRETE SEATWALL SCREEN FENCE D SCALE: 112"=1'-O" DT-FURN-BENCH-CAST D SCALE:NTS DT-FURN-TABLE-PATIO MAJOR AMENDMENT Date: 04.25.2022 Drawn By: SL Checked By: CR Sheet Name COLOR: BLACK SITE DETAILS PERGOLA Sheet ( F)_ SCALE:NTS DT-PERG I rl o 1-11 F1 17❑ ❑ ❑ q ❑ 11 . ❑ ❑ F117 1-1 ❑ ❑ o ❑ ❑ F1 17❑ ❑ ❑ o ❑ ❑ r—DE-1-111 gzw 11 . 1111 11 . ❑ ❑ o 0 . 00 ❑ o ❑ ❑ ❑ o ❑ ❑ _ _ _ _ _ _ _ _ _ _ I \ T I I N ❑ ❑ al . ❑ ❑ ❑ o ❑ ❑ ❑ o ❑ +❑ n ❑ 1 +❑ o ❑ - +❑ o ❑ - + n -1 + n ❑ - 11 . - +❑ o ❑ -1 ❑ o ❑ ❑ ❑ o ❑ ❑ . 110) ❑ o ❑ ❑ I I I ❑ o ❑ ❑ +❑ o ❑ - 1 1\ +❑ o ❑ - 1 +❑ o ❑ - 1 +❑ o ❑ 2 +❑ o ❑ 2 +❑ o ❑ 2 +❑ o ❑ 2 +❑ o ❑ 2 0 ❑ G ❑ - 1 +❑ o ❑ - 1 +❑ +❑ �o ❑ -1C11o ❑ ❑ I I I 0 IF 0 . 00 +❑ o ❑ 'I +�] ❑ '� +❑ o ❑ B +❑ o 'I 'I +❑ o 'I 5 +❑ o 'I 5 +❑ o 'I 5 +❑ o 'I '� +❑ o 'I '� o 'I '� +❑ o + o ❑ 7 ❑ o ❑ +❑ o ❑ 'I +❑ o ❑ 'I ' S ' I I w — ��� I . - - - • - - - • • - - • • - - • • - - - • - - - • ,> I I - I ♦ NVA i I ❑ ❑ 0 ❑ '1 ❑ � ❑ 5 , o -1 . 2 , 1 . 7 � o � oB5 ❑ o � I ❑ 2 0 � ❑ 05 ❑ o ❑ E 000 '1 I o 0L12 ° o711 E ❑ 00 -1 -11 0 . OI S I j P1 � ° ❑ P1 � � � 0 o ❑ ❑ ❑ + o + o + 0 5 e o -- �+ o + oo 'Fill I I I � W1 _ 0 Vestibule W2 11 ID El [I [M i � I ILJ I I � S1 10 AL AREA 2: 7 4 F •C C # 5 5 S u '= russe _ _ I I M1 S © o„❑ ❑ 001 o ❑ ❑ 111114, 11111) - - [13 05 , I+1 o I o ' I West Stair — REV. COMMENT DATE I I — — — — — — — — — — — I I � I Retail ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ Corridor +I❑ o +� o +❑ o E 8 +❑ o ❑ e I I - r= o ❑ ❑ F117. ❑ ❑ o ❑ ❑ =Ust5tair o 0 5 ❑ 1 1 + . 1 +❑ o _1E +❑ o ❑ E I x I I ==T— � CALC AREA #1 : 119 SF CALC AREA #2:210 SF ❑ ❑ ❑ o ❑ ❑ ❑ ❑ W2 Riser o 0 0 ❑ J --[J . 02 +❑ o ❑ 1 / � so MAJOR AMENDMENT L - - — — — — — — — — — — — - - - - - - - W1 — o ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ o ❑ ❑ ❑ o ❑ ❑ ❑ o ❑ ❑ o ❑Do \ ❑ o ❑ I +❑ o 0 5 0 7 I +❑ 0 2 I + o o E B +❑ o �� -F J I f '` ❑ o ❑ ❑ ' STO 1 ' / 0 Date: 04.25.2022 ———— — — ———— �i i \l � Drawn By: ❑ ❑ o ❑ ❑ ❑ ❑ + + o ❑ 7 +❑ o 05 _+❑ ❑ 5❑ o F11 ❑ ❑ ❑ ❑ �_ ❑ ❑ ❑ .0. Checked y: CR — wo - Sheet Name o o o o =::,o 0 0� — a o o� ❑ o ❑ �1 ❑ o ❑ �1 ❑ o ❑ ❑ ❑ o ❑ ❑ LIGHTING PLAN + + + + + + i 10' OFF SITE IMPACT MEASUREMENT 1 INTO PUBLIC ROW Sheet ❑ o ❑ ❑ F117❑ ❑ ❑ o ❑ ❑ ❑ o ❑ ❑ ❑ o ❑ ❑ F117❑ ❑ ❑ o ❑ ❑ ❑ o ❑ ❑D F1 17 1-1 I-D ❑ o ❑ ❑ C11o ❑ ❑ ❑ o ❑ ❑ ❑ o ❑ ❑ ❑ o ❑ ❑D ❑ o ❑ ❑ LL1 01 10, 0 5' 10, 20' NORTH 3.2.4 - Exterior Lighting Summary Table Lighting Schedule Lighting Context Area: LC2 Q ID Manufacturer Fixture Type Item number Mounting Height Luminous flux Light loss Connected load Quantity REQUIREMENTS factor P11111111%J ITEM WF4 ADJ LED W1 Lithonia Lighting Wall Mounted 27K3OK35K 9' 738 Im 1 .00 9.7 W 4 BUG RATING B4 U1 G1 90CR1_3000K MAXIMUM HORIZONTAL ILLUMINACE @ LOT LINES 0.3 fc W2 Lithonia Lighting Wall Mounted WST LED P1 30K VF g' 1529 Im 1 .00 12 W 2 MVOLT SITE LUMEN LIMIT (HARDSCAPE METHOD) 2.5 LUMENS 6,084 SF. PER SF. HARDSCAPE S1 Kim Lighting Area/Site UR20-24L-25-3K7-4 13' 3118 Im 1 .00 25 W 1 >_ TOTAL SITE LUMENS ALLOWED 15,210 P1 Kim Lighting Area/Si UR20-24L-25-3K7-3- te 12' 1871 Im 1 .00 25 W 2 BC PROVIDED Name Average J ITEM Q Parking BUG RATING SEE SPEC SHEETS Lot/Sidewalks 1 fc FIXTURE MOUNTING HEIGHT 2 12' PARKING LOT POLES/FIXTURES 1 13' SITE POLE/FIXTURE 5 ENTRY WALL FIXTURES @ 6' ( ) NOTES: >< 1 . INSTALL ALL FIXTURES PER MANUFACTURES REQUIREMENTS. MAXIMUM HORIZONTAL ILLUMINACE @ LOT LINES 2. FOR SITE AND PARKING LOT LIGHTS INSTALL VALMONT ALUMINUM ROUND TAPERED DIRECT BURY POLES. SITE LUMEN LIMIT (HARDSCAPE METHOD) 2.5 LUMENS 6,084 SF. COLOR: BLACK ANODIZED. PER SF. HARDSCAPE 3. POLE MODELS: POST TOP MOUNT - 11 08-30404TE-P2-B LACK. SIDEARM MOUNT - 1108-30404TE-D1-BLACK 0 TOTAL SITE LUMEN ALLOWANCE 15,210 4. REFER TO ELECTRICAL FOR MORE INFORMATION TOTAL SITE LUMENS PROVIDED 12,870 O IICIM LIGHTING DATE: I LOCATION: LITHO/VIA LIGHT/ V0 N�`mbe, TYPE I PROJECT: U R20 WST LED N01� CATALOG x Catalog FEATURES&SPECIFICATIONS Number ARCHITECTURAL AREA/SITE Architectural Wall Sconce INTENDED USE-The C and 6'•Wafer'LED Gimbal with Switchable White provides high-quality light I 11'Notes output and efficiency featuring a switch for easy color temperature adjustment-whileeliminatingtheneed IYDe Ouro C for recessed housings.The innovative,slim design allows for easy retrofit,remodel or new construction FEATURES installation from below the ceiling.The LED module maintains at least 70%light output for 50,000 hours. 1 C f Type The Wafer LED Gimbal is wet location listed-making it ideal for use in d breadth of outdoor residential, Wafer LED Gimbal • 20"Size in post top,pole and wall mount ', Buy American hospitality,commercial and multifamily applications. • High performance optics up to 17,000 delivered lumens CONSTRUCTION-Aluminum die cast outer frame.Durable,powder coat paint to prevent rust.FT4 plenum WF4/WF6 ADJ • Elegant form factor 2LE rated cable connector to connect from module to remote driver box.K rated driver with convenience and "+ Capable Luminaire value oftwo remote selectable color temperature options,each with a setting choice to(hose either 2700K, • Diffusion lens option 3000K,and 3500Kor3000K,4000K,and S000K using the switch.The isolated driver integrated inside steel LI FL This item is an A+ capable luminaire,which has been remote box with four 7/8"knockouts with slots for pryout.Suitable for pulling wires with the 12 cubi(-inch 4 and 6 LED Gimbal Swi tchable • SiteSynclm wireless control options Specifications designed and tested to provide consistent color wiring compartment to accommodate upto(6)14 gauge insulated conductors,or(4)12 gauge insulated • UUcUL listed for wet locations, IP66 and 4G/1.5G vibration rated appearance and system-level interoperability. conductors;making the Wafer LED Downlights much easier to wire in2in/2out(plus ground)daisy-chain White Color Temperature Luminaire applications and contractor friendly. All configurations of this luminaire meet the Acuity O 8-1/2" • 9 Y INSTALLATION -Ideal for shallow ceiling plenum;no housing required.Steel spring clip for easy Height: ICiPJon IC C �L K Brands'specification for chromatic consistency installation,4"orC cutout template is provided to ensure a correct sized hole is cut into ceiling for proper �,,, � I K 10 � installation of the trim.Size of hole should not exceed 4 1/4 inches(WF4)or 6 1/4 inches(WF6)for this New Construction/Remodel LISTEO Width: / • This luminaire is A+ Certified when ordered with product. Suitable for installation in t-grid and drop ceiling applications.3"plenum space required for sooax rd«inner ccrs n:, DTL'controls marked by a shaded baCkgrOu installation of the remote driver box. Depth: 0-3/16" DTL DLL equipped luminaires meet the A+ CONTROL TECHNOLOGY RELATED PRODUCTS OPTICS-Polycarbonate lens provides even illumination throughout the space(lens can be tilt up to 20 specification for luminaire to photocontrol degree and rotate up to 180 degree). ® oQ� 8 Ouro Small 8 Ouro Large 8 Ouro Large Weight: 0 Ibs interoperabilityl I t I ELECTRICAL Connect directly to 120V power supply via provided UL recognized driver.High efficient 4 1 LKATIN' 1 russe DISTRIBUTED Post Top Post Top Arm Mount \/` INTELLIGENCE • driver with powerfacton0.9.Ambientoperatingtemperature:-401l-40'Oto+1041(+40'0.Dimming This luminaire is part of an A+ Certified solution r� for ROAM' or XPoint"m Wireless control networks, 00M% down to 10%with most standard incandescent timers(see list of approved dimmers).Replaces SOW I incandescent(WF4)or 15W incandescent(WF6). � � t� qb24 providing out-of-the-box control compatibility with simple commissioning, when ordered with LISTINGS-CSAcertified to US and Canadian safety standards.ENERGY STAR'certified.Wet location.Air M I is ORDERING GUIDE Tight certified in accordance with ASTM E283-2004.NOM Certified.Can be used to comply with California v o drivers and control options marked by a shaded Title 24 Part 6 High EfficacyLED light Source Requirements. Example:UR20-24L-25-3K8-3-L-UNV-ASO-BLT-7PR-BC-SWTAB background' WARRANTY-5-year limited warranty.Complete warranty terms located at: CATALOG www.acuitybrdnds.com,'CustomerResour(es/Terms REV. COMMENT DATE cuitybrands.com,'CustomerResources/Terms and (onditions.aspx Note:Actual performance may differ as a result of end-user environment and application. HOUSING All values are design or typical values,measured under laboratory conditions at 25'(. 0 Specifications subject to change without notice. Matte black UR20 • EXAMPLE: WST LED P1 40K VF MVOLT DDBTXD Model LED Engine CCT/CRl • Rotation WF4 Speofkattons WF6 SmtficaBons i GLEN Aperture. 3.5(9) Aperture: 5.2 03.p R20 No Lens or Clear Lens AM" Amber,59S No Lens or Clear Lens (Blank) Blank for no UNV 120-277V A-1 -- ) Ceding opening: 4.1(10.5) Ceiling opening: 6(15.1) 24L-25 3.0>: 27K8 2700K,80 CRI FR Type tFro••Ro:: rotation 347 347V Performance Package Distribution Overlap trim: 5.3(13-3) Overlap trim: 1117.8) 3K7 3000K,70 CRI T L' Optic rotation left 480 480V Y P 9 DAL, 120-277V WST LED P1 ,50OLumenpackage 27K 2iG'. VF Ywalcomfortforwardthrow MV T' 277' Shipped included Efeighr. 1.4(3.61 Height: lJ(4.4) , 56L-75 10.000 Im 3 Type It R' Optic rotation night 3K8 3000K,80 CRI 56L-110 17,0001m 4 Type N Consukfeetory P2 3,000 Lumen package VW Visual comfort wide 120• All dv.enuanarr in en!cenn nrte r, P 9 ® 341� (blank) •mounting bracket Wessmiserwnemdicaed. _ '- 56L-140 170001m 35K8 3500K,80 CRI ype Wide .0 Type q HDL-Hiah Diffusion Lens I-- 3K9 3000K,90 CRI 50M i V Square Medium P3 6,0001umen package 40K 4000 K 208' 480: Shipped separately 28L-30 3.000 Im 41<7 4000K.70 CRI SON type V Square Narrow 50K 5000K 240' BBW Surface-mounted back box` 28L-70 7,000 Im 4K8 4000K.80 CRI 514 Type V Rectangular 68L-80 9.000 Im sw Ty;,,:v wide(Rol:ndl PBBW Premium surface-mounted back box" ' ' ' ' Example:WF4 A L 30K40K50 90 CRI MW 5K7 5000K,70 CRI 68L-115 13.000Im Co-,uIt factory for other HDL-High Diffusion Lens WF4 ADJ LED 68L-150 15.0001m CCTs and CRIs 3 Type IIVAsymmeuic Series Lamp CCT/W/lumens' CRI flnlsh 5W Type V/Symmetnc Finish(required) _T WF4 ADJ 4"LED Wafer Gimbal LED LED 27K3CK35K' 2700Ki9.7W/686L 90CRI 90CRI MW Matte White ® MB' Matte Black NLTAIRIPIR nLIGHT AIR Wireless enabled motion/ambient sensor for 8'-15'mountingheighl, E7WC Emergency battery backup,(A TOM Noncompliant DDBXD Dark bronze 350OK/9.7W/707L OptionsMounting Fiwo-Fin,,n Control • ControlAccessom- NLTAIR2PIRH nLIGHT AIR Wireless enabled motion/ambient sensor for 15'-30'mountingheights (cold,7W) ` DBBXD Black 30K40KSOK 3000K/lOW/707L ASO "S; Bls Black Gloss Smooth 7PR-TL pin PCR with twist lock BC• Back-I yot SW7PR'-' S.teSync'vr,[n 7 pin PE Photoelectric cell,button type' E7WHR Remote emergency battery backup,CA Title 20 DNAXD Natural aluminum 400OK/IOW/780L Noncompliant(remote 7W)'' SOOOK/10W/759L A34 A pole BLT Black Mane Textured photocontrW Control PCR PER NEMA twist-lock receptacle only(controls ordered separate) DWHXD White SF Single Fuse SW USB Sites c Software , E20WH Emergency A Titletery 20 M EDBS'constant power, Aa6 A- a ronze s 7PR-SC 7 pin PCR with shorting cap n'9 V" ' PERS Five-wire receptacle only(controls ordered separate) � Certified in CA Tale 20 MAEDBS, DSSXD Sandstone Smooth 7PR 7 pin PCR,vnreless control DF Double Fuse on USB PER7 Seven-wee recWade o*(controls ordered separate)' DDBTXD Textured dark bronze MAF 318*O,ta S p F[ter 2 TEl Terminal Block SWTAB D SiteSync'Windows' E10WC Emergency battery pack-20°C 18W constant power, 3/8' re arm DBT Dark Bronze Matte enabled �• Tablet PIR Motion/Ambient Light Sensor,8-15'mounting height`-' Certified in CA Title 20 MAEDBS" DBLBXD Textured black SVSF Square Vertical/8"OD) Textured AD-01' midnight 50%otltput at CPR Clear Lens for 2'Tenon(2-3/8'OD) GTT Graphite Mane m�tln lit TPL Tamper proof SW BRG SiteSync'Wireless PIR1 FC3V Motion/ambient sensor,8-15'mounting height,ambient sensor enabled at 1f(" E23WHR Remote emergency battery backup,CA Title 20 DNATXD Textured natural aluminum VSF RoundVertkalSlipfiner Textured AD-02' AsVoDIM:50%output latch Bridge Node PIRH 180°motion/ambient lightsensor,l5-30'mountingheight" Non(omplont(remote 20W)"`" DWHGXD Textured white WF4 and WF6 ADJ Switchable White 41I and 6I1 LED Wafer Gimbal WIR-RME-L Occ.Sens External MAJOR AMENDMENT for 2'Tenon(2.3/8'OD) LGS Light Grey Gloss midnight to 4 AM CP ' Clear PIRH1 F(3V Motion/ambient sensor,15-30'mounting height,ambient sensor enabled at 1f(" L(E Left side conduit entry' DSSTXD Textured sandstone Po rbonate Fixture Module WB Wall Bracket Smooth AD-03' AstroDlM:50`�output 10PM � SCH-R Occ.Sensor for SF Single fuse(120,177,347V)' RCE Right side conduit entry" LGT Light Grey Mane Lens Round Pole BAA Buy America(n)ActCom Compliant ENERGY DATA M Textured AD-04 AsVoDIM:50%output IOPM DF Double fuse(108,240,480V)i Y P ��leuityigrands to 4AM (up to 30'MH) DS Dual switching WF4 ADJ LED 2700111"CRI PSS Platinum Silver Gloss SCH-S Occ Sensor for Smooth NXWE NX wireless Enabled Square Pole DMG 0-10V dimming extend out back of housing for external control(control ordered Shipped separately Color Temperature 2700K 3000K 3SOOK VGT Verde Green Matte swP'" SiteSync-Pre (up to 30'MI-g separate)'' RBPW Retrofit back plate' Lumens 660 710 680 LCS Table Textured commission NXOFM- NX 7-pin Module E7WH Emergency battery backup,Non CE(compliant(7W)' VG Vandal guard° (RI 90 90 90 BUG Rating 61- WHS White Gloss Smooth SWPM-40F'14• SiteSync'with Sensor 9'to 1R1D-UNV WHT Te Matte Textured 40'MH WG Wire guard" Rated wattage 9.7 9.7 9.7 Forward LightLumens Lumens% WSP-40E-1 As Dimming Occ.Sensor for up Lu/Watts 68.0 73.2 70.1 Low(0-30): 143.6 14.9% Color Option to 40'MH,120/277/347V Min.starting temp -4U C(-40'F) -40 C(-40'F) -40((-40"F) Medwm(30-60): 248.3 25.7% Date: 04.25.2022 High(60-80): 82.4 8.5% DELIVERED LUMENS EMI/RFI FCC Title 47 CFR,Part 15,Class B FCC Title 47 CFR,Part 15,Class B FCC Title 47 CFR,Part 15,(lass B Very High(80-90): 7.6 0.8% Sound rating Class A Standards (lass A Standards Class A Standards Back Light Input voltage 120V 120V 120V Low(0-30): 144.1 14.9% Drawn By: SL 3000K 70CRI 4000K 70CRI 5000K 70CRI Lumen Output Min.power factor 0.95 0.95 0.95 Medium(30-60): 249.6 25.8% LEDs Lumens Drive Nominal Lens BUG BUG BUG Lumen values are h,-- .-otometric tests performed in accordance with IESNA LM-79-08 Data is considered to be representative Input frequency 50/60 Hz 50160 Hz 50/60 Hz Hgh(60-80): 83.1 8.6% Distribution of the conf rations srown,wrthin the tolerances albwed t Facts P q y Very H h e Package Current Watts Options Lumen Rating Im/w Lumen Rating Im/w Lumen Rating Im/w 9� byLgl ing ry q (80-90): 7.9 0.8% Checked By: CR B U G B U G B U G i i Input power 9.7 9.1 9.7 uptight Input current 0.08A 0.08A 0.08A Low(90-100): 0.000 0% FIR 3258 0 0 0 128 3467 0 0 0 '36 3443 0 0 1 0 '35 ' "i " iii ii High(100-180): 0.000 0% FR-BC 2141 0 0 0 84 2278 0 0 0 89 2263 0 0 0 89 ' ® un� ® Trapped Light: p,000 0% r I •t s r ' VF 1,494 0 0 0 125 1,529 0 0 0 121 1.639 0 0 0 131 1,639 0 0 0 131 3107 1 0 1 122 3306 1 0 1 130 3284 1 0 1 129 Pt uw Color Temperature 3680K 4750K SOOOK r r S h e et Name 2 VW 1,513 0 0 0 126 1,54a 0 0 0 129 1,659 0 0 0 138 1,660 0 0 0 138 2-BC 1849 0 0 0 73 1967 0 0 0 77 1954 0 0 0 77 VF 1,163 1 0 1 127 347 1 0 1 129 1,469 1 0 1 139 3,468 1 0 1 139 Lumens 680 750 730 Lutron LSVNu Pz 25W Spw*/1� sensorswitdh VW 3,201 1 0 0 128 3,276 1 0 0 131 3,S12 1 0 0 140 3,S12 1 0 0 140 CRI 90 OVEN-i00P 6633 ISD4W EIV 1201IPE04 nSPi PCD IN 120 3 3128 2 0 1 123 3329 2 0 1 131 3306 2 0 1 130 P3 sow VF 1 6,025 1 0 1 12 66,165 1 0 1 123 6,609 t 0 t 132 6,607 , 0 1 131 Rated wattage 10 10 10 300P SILV 6674 ISD 6001120lIPI06 3-13C VW j 6,098 , 0 , 112 6,140 , 0 , 125 6,689 , 0 , 13/ 6,691 , 0 , 131 LD/Watts 6B.0 75.0 73.0 LIGHTING NOTES A N D 1870 0 0 1 73 1990 0 0 1 78 1977 0 0 1 78 (Tn-153P-wH WLos-LLDnNemode Min.starting temp -40"C(-40`T) -40((-40 F) -40'((401) NTELV-300P DW6H0 4 3118 0 0 1 122 3318 0 0 1 130 3295 0 0 1 129 EMI/RFI FCC Title 47(FR,Part 15,(lass B FCC Title 47 CFR,Part 15,Class B FCC Title 41 CFR,Part 15,(lass B No lens DCL 1 S3P SUMMARY TABLE 4-BC 2330 0 0 1 92 2479 0 0 1 97 2462 0 0 1 97 Sound rating (lass A Standards (lass A Standards Class A Standards MAALL 1s3M 4W 3242 1 0 1 127 3449 1 0 1 135 3426 1 0 1 135 Input voltage 120V 120V 120V rut-153PH 4W-BC 2011 0 0 1 1 79 2140 0 0 1 84 1 2125 0 0 1 1 83 Min.power factor 0.95 0.95 0.95 6633 PA L/THO/V/A COMMERCIAL OUTDOOR One Lithonia Way • Conyers,Georgia 30012 • Phone 800-705-SERV(7378) • :,.. WST-LED Input frequency 50/60 Hz 50/60 Hz 50/60 Hz Maestro MALL 153M(TX) 50M 2999 2 0 0 '18 3191 2 0 0 125 3169 2 0 0 124 '• LIGHT//VG O 2011-2021 Acuity Brands Lighting,Inc.All rights reserved Rev 11/22/21 Input power 30 10 10 Guta Wueless PD-6W(L' 50N 2888 2 0 0 113 3073 2 0 0 121 3052 2 0 0 120 Input current 0.08A 0.08A 0.08A Sheet 'Require Luton Smarr Bridge L-B061-WH(sold uperately;fa wireless connetnon 5R 3092 2 0 2 121 3291 2 0 2 129 3268 2 0 2 128 5W 3059 2 0 1 120 3255 2 0 1 128 3233 2 0 1 127 24L 298mA 25 FR 3083 0 0 0 121 3280 0 0 0 128 3258 0 1 0 1 0 1 128 3.000 FR-BC 2026 0 0 0 79 2155 0 0 0 84 2141 0 0 1 0 1 84 2 2940 1 0 1 115 3128 1 0 123 3107 1 0 122 LL501 2-BC 1749 0 0 0 68 1861 0 0 0 73 1848 0 0 0 72 i TREE PROTECTION NOTES: I 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. \� I % 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH \ I UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. N T 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS i ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH \ EXISTING PARKING (11) SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, I I G j NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (/z) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE j �- I SHALL BE NO ZONE. OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE �// 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, \ \ J CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY J I I \ PROTECTED TREE OR GROUP OF TREES. \ — I 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING Q ` I 00 - II AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE RIBBONED OFF, RATHER THAN ERECTING PROTECTIVE a� O LJ FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3)ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING W j O I Ln METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE g ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. � 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER w Y! I I THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE ' TREE (OUTER BARK)AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: NVA � I I � � , lo/ � EXISTING � �� ' ` / TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) Z PLAZA O U) A I L � � 3-4 2 — I I 5-9 5 O �a _ 10-14 10 I _ 7 15-19 12 >oc8 n �_r—a-� Over19 15 �� 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31)WITHOUT FIRST u = I HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. F — — — 1 I TREE MITIGATION CHART TREE SPECIES DIAMETER CONDITION ACTION MITI. TREES REQUIRED NOTES 1 GREEN ASH 11" FAIR + REMOVE 1 - ENTRANCE- EXISTING 2 GREEN ASH 8" FAIR- REMOVE 1 MAIN - PLAZA 6 ENTRANCE j I I 3 GREEN ASH ill, FAIR + REMOVE 1 I � - - � I I � 4 GREEN ASH 8" FAIR + PROTECT 1 5 GREEN ASH 6" FAIR PROTECT 1 OFF SITE russe = = I I I 6 ENGLISH OAK 7 POOR REMOVE 1 OFF SITE 7 �- LOT V 7 ENGLISH OAK 7" DEAD REMOVE 0 OFF SITE II w REV. COMMENT DATE II > i 7 8 ENGLISH OAK 7" DEAD REMOVE 0 OFF SITE or�o C� Q I O I 9 BUR OAK 7" GOOD PROTECT 1.5 OFF SITE I RETAIL/COMMERCIAL 7 r I II I MULTI-FAMILY I I i / TOTAL MITIGATION TREES REQUIRED: 4 I i ENTRANCE I j I TOTAL MITIGATION TREES PROVIDED: 4 I 30'-0" UTILITY EASEMENT I� L TREE MITIGATION LEGEND: I EXISTING SUNKEN - - ,--� J GARDEN AND PATIO - I (DRAINAGE EASEMENT) PROTECT EXISTING TREE 1 MIXED USE 2 3 UP 4 I 5 \ DRAINAGE &UTILITY BUILDING EASEMENT COMMERCIAL FIRE I \ II J / I I ENTRANCE RISER 1 0 0 0 FDC _ � `� /% MAJOR AMENDMENT � - - � - - - r _ _ — _ REMOVE EXISTING TREE PTO I Date. 04.25.2022 w , \ / m o � m o r - - — raven y: SL Checked By: CR Lam- - Sheet Name — f j TREE PROTECTION & i 1 l i ARBOR AVENUE MITIGATION PLAN \ J� � � � — �� � 1 \ Ir Sheet TR1 01 10' 0 5' 10, '020' N O R T H GENERAL LANDSCAPE NOTES: LANDSCAPE SCHEDULE 1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO QUANTITY SYMBOL BOTANIC NAME COMMON NAME SIZE HEIGHT SPREAD PERCENTAGE Q THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT. (MAX. ALLOWED = 501%) 2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF DECIDUOUS TREES Q AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL 1 GYMNOCLADUS DIOICA ESPRESSO KENTUCKY 2" CAL./B&B 50-60' 30-35' 5.5% BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR 'ESPRESSO' COFFEETREE MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT + (MITIGATION TREE) IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS. 3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. 2 ULMUS 'MORTON SELECT' MORTON SELECT ELM 2" CAL./B&B 60' 50' 11.1% 4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, + (MITIGATION TREE) INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST Q THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, ORNAMENTAL TREES CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132. > 5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK 4 + CRATAEGUS CRUSGALLI THORNLESS COCKSPUR 1.5" CAL. 15-20' 15-20' 22.2% ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE INERMIS HAWTHORN LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. 5 PRUNUS CERASIFERA CRIMSON POINT PLUM 1.5" CAL. 20-30' 8-10' 27.8% 6. MAINTENANCE: TREES AND VEGETATION IRRIGATION SYSTEMS FENCES WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS X 'CIPRIOZAM' ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE EVERGREEN TREES MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION. 2 p PICEA PUNGENS BABY BLUE EYES SPRUCE 6' HT. 15-20' 8-12' 11.1% 7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE 'BABY BLUE EYES' O PLANS. 8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: 1 PICEA PUNGENS 'ISELI FASTIGIATE' ISELI FASTIGIATE SPRUCE 8' HT. 35-40' 10, 5.5% 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS (MITIGATION TREE) 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES 3 PINUS NIGRA ARNOLD'S SENTINEL 6' HT. 25' 7' 16.7% 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. �;�1 'ARNOLD'S SENTINEL' COLUMNAR AUSTRIAN PINE 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4 FEET BETWEEN TREES AND GAS LINES DECIDUOUS SHRUBS 9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a). 10. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR 27 AMORPHA NANA DWARF LEADPLANT 5 GAL. 24 24 LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN 7 PRUNUS BESSEYI PAWNEE BUTTES WESTERN 5 GAL. 1-2' 5-6' OPEN DESIGN. 'PAWNEE BUTTES' SAND CHERRY 11. THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. 3 ® RHUS TRILOBATA AUTUMN AMBER SUMAC 5 GAL. 10-14" 64 12. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION --AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES 41 RIBES AUREUM GOLDEN CURRANT 5 GAL. 34 3-6' AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. EVERGREEN SHRUBS 14. ALL TREES ALONG EAE TO BE LIMBED AND MAINTAINED AT 14'-0" HEIGHT FOR PFA ACCESS. - 8 PINUS MUGO MOPS MOPS MUGO PINE 5 GAL. 2.5-3 2.54 russe STREET TREE NOTES: ORNAMENTAL GRASSES M I I is 1. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC 55 0HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL. 20-24" 24 RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31)AND MAY ALSO RESULT IN REPLACING 78 PANICUM VIRGATUM SWITCHGRASS 1 GAL. 3' 3' REV. COMMENT DATE OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. 2. CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE. 3. STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE WITH ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL DETENTION BASIN SEED MIX BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A (Drill rate: 14.54 Ibs/ac, Broadcast rate: 29.08 Ibs/ac) QUALIFIED LANDSCAPE CONTRACTOR. 4. THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS COMMON NAME SCIENTIFIC NAME PLS/AC FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE. PLAINS COREOPSIS COREOPSIS TINCTORIA 0.17 5. SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN WHITE PRAIRIE CLOVER DALEA CANDIDA 0.65 TREES, STREET SIGNS AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE PURPLE PRAIRIE CLOVER DALEA PURPUREA 0.81 INSTALLED UNLESS A REDUCTION IS APPROVED BY THE CITY TO MEET SEPARATION STANDARDS. INDIAN BLANKETFLOWER GAILLARDIA ARISTATA 1.85 MEXICAN HAT RATIBIDA COLUMNIFERA 0.2 SOIL AMENDMENT: FRINGED SAGE ARTEMESIA FRIGIDA 0.47 1. SOD AREAS: 4 C.Y. PER 1,000 S.F. OF COMPOST TILLED INTO 4" OF EXISTING SOIL. APPLY DIAMONIUM PHOSPHATE (18-46-0)AT ONE HUNDRED (100) POUNDS NITROGEN PER ACRE. INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 1.13 SHRUB AND PLANTING BEDS -4" OF COMPOST TILLED INTO 6" OF EXISTING SOIL. SIDEOATS GRAMA BOUTELOUA CURT]PENDULA1.15 2. ACCEPTABLE PRODUCT: CLASS I COMPOST. COMPOSTED MATERIAL SHALL CONSIST OF AGED ORGANIC MATTER, FREE OF WEED OR OTHER NOXIOUS PLANT SEEDS, LUMPS, BUFFALOGRASS BOUTELOUA DACTYLOIDES 3.27 STONES, OR OTHER FOREIGN CONTAMINANTS HARMFUL TO PLANT LIFE, AND HAVING THE FOLLOWING CHARACTERISTICS BASED ON A NUTRIENT TEST PERFORMED NO LONGER BLUE GRAMA BOUTELOUA GRACILIS 0.25 THAN 3 MONTHS PRIOR TO ITS INCORPORATION INTO THE PROJECT: INLAND SALTGRASS DISTICHLIS STRICTA 0.35 A. ORGANIC MATTER: 25% MINIMUM. BOTTLEBRUSH SQUIRRELTAIL ELYMUS ELYMOIDES 0.95 B. SALT CONTENT: 5.0 MMHOS/CM MAXIMUM STREAMBANK WHEATGRASS ELYMUS LANCEOLATUS SSP. 1.36 C. PH: 7.5 MAXIMUM. PRAIRIE JUNEGRASS KOELERIA MACRANTHA 0.08 MAJOR AMENDMENT D. CARBON TO NITROGEN RATIO OF 10:1 TO 20:1 WESTERN WHEATGRASS PASCOPYRUM SMITHII 1.61 LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM 0.7 NATIVE SEED MIX NOTES 1. THE TIME OF YEAR SEEDING IS TO OCCUR SHOULD BE OCTOBER THROUGH EARLY MAY. 2. PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH LOOSENING AND ADDITION OF AMENDMENTS THAT PROMOTE WATER ABSORPTION AND RELEASE, THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. DRILL SEED ALL INDICATED AREAS AS SOON AS WATER BUDGET CHART* Date. 04.25.2022 POSSIBLE AFTER COMPLETION OF GRADING OPERATIONS. 3. IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY CITY ENVIRONMENTAL PLANNER. HYDROZONE AREA SF WATER NEED GAL/SF ANNUAL WATER USE GAL Drawn By. SL 4. APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT SHALL NOT BE USED). 3.2.1(D)(1)(C) FULL TREE STOCKING: HIGH 0 SF 18 GAL/SF 0 GAL Checked By. CR 5. DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN '/z INCH DEPTH. FOR BROADCAST SEEDING INSTEAD OF DRILL SEEDING METHOD MODERATE 3,23234 SF 14 GAL/SF 45,276 GAL REQUIRED: DOUBLE SPECIFIED APPLICATION RATE. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES. LOW 1,404 SF 8 GAL/SF 11,232 GAL CANOPY TREES 30-40' 6. PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED BEFORE, DURING AND AFTER SEEDING ACTIVITIES. VERY LOW _t__ 350 SF 3 GAL/SF 1,050 GAL EVERGREEN TREES 20-40' 7. AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW, JUTE MESH, OR OTHER APPROPRIATE METHODS. PLASTIC BASED EROSION CONTROL MATERIALS (I.E., TOTAL WATER USE - 57,558 GAL Sheet Name PLASTIC WELDED BLANKETS) SHALL NOT BE USED WITHOUT EXPRESS PERMISSION FROM THE ENVIRONMENTAL PLANNER AS THESE MATERIALS HAVE PROVEN TO CAUSE TOTAL LANDSCAPE AREA - 4,988 SF ORNAMENTAL TREES 20-40' WILDLIFE ENTRAPMENT ISSUES. GALLONS PER S.F. - 11.5 GAL/SF BUILDING PERIMETER 450 SF LANDSCAPE 8. WHERE NEEDED, TEMPORARY IRRIGATION SHOULD BE PROVIDED UNTIL SEED IS GERMINATED THEN WEEN THE SEED FROM IRRIGATION. IF IRRIGATION IS USED, THE IRRIGATION *BREAKDOWN OF AREAS: 1 TREE /40 LF 12 TREES REQUIRED SYSTEM FOR SEEDED AREAS SHALL BE FULLY OPERATIONAL AT THE TIME OF SEEDING AND SHALL ENSURE 100% HEAD TO HEAD COVERAGE OVER ALL SEEDED AREAS. ALL MODERATE = TURF + HALF OF SHRUB BEDS SCHEDULE AND METHODS AND REQUIREMENTS IN THE APPROVED IRRIGATION PLAN SHALL BE FOLLOWED. LOW = HALF OF SHRUB BED + SEED/SWALE NOTES 9. CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER. VERY LOW = LID PLANTERS PROVIDED: 10. THE APPROVED NATIVE SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. DO NOT MOW DURING HOT, DRY PERIODS. DO NOT MOW CANOPY TREES 3 EXISTING LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT GROWTH. 3 PROPOSED Sheet 11. NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT VEGETATIVE COVER IS REACHED WITH LESS THAN TEN PERCENT OF COVER CONSISTING OF A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON NOXIOUS WEEDS, NO BARE SPOTS LARGER THAN ONE FOOT SQUARE, AND/OR UNTIL DEEMED ESTABLISHED BY CITY PLANNING SERVICES AND EROSION CONTROL. THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES 6 (50% REQUIRED) 12. THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SEEDLING COVERAGE AND GROWTH AT THE TIME OF FINAL STABILIZATION, AS DEFINED BY BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE EVERGREEN TREES 6 STATE AND LOCAL AGENCIES. IF FINAL STABILIZATION IS NOT ACHIEVED TO THE SATISFACTION OF THE AGENCY, THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR SHALL THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY BE RESPONSIBLE FOR ADDITIONAL CORRECTIVE MEASURES TO SATISFY FINAL VEGETATIVE REQUIREMENTS FOR CLOSEOUT. OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31)AND MAY ALSO RESULT IN REPLACING OR ORNAMENTAL TREES 9 RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. TOTAL PROVIDED 21 LP1 00 � - LANDSCAPE LEGEND: j - - PROPERTY LNE/ R.O.W. I o c EASEMENT T R I - - ROLL TOP STEEL EDGER SEED MIX- REFER TO SCHEDULE EXISTING PARKING (11) / 24" COBBLE MULCH DEPTH: 4" IRRIGATED SOD \ / _ (3 TYPE BLUEGRASS HYBRID BLEND W/20% w TEXAS BLUEGRASS) I I 8"-18" COBBLE FEATURE STONES v� 00 I \ 1 1 0 I I \ \ W \ i ' EXISTING TREE AND SHRUBS L--- - - -- � � I Ndn EXISTING PLAZA \ JI 'ESPRESSO' COFFEETREE I I (MITIGATION TREE) loo 00 00 -T It Hl I - MORTON SELECT ELM (MITIGATION TREE) x x x x - - - x ,+ x ENTRANCE- EXISTING MAIN - PLAZA I THORNLESS COCKSPUR I - - ENTRANCE I - - CRIMSON POINT PLUM russe = LOT 7 + � I I � BABY BLUE EYES SPRUCE �I I V - _ _ REV. COMMENT DATE �, 00 I I V I I RETAIL/COMMERCIAL I ISELI FASTIGIATE SPRUCE MULTI-FAMILY �� I I / � ENTRANCE _ + I ARNOLD'S SENTINEL PINE 30'-0" UTILITY EASEMENT x - I� EXISTING SUNKEN ED 10 _� I GARDEN AND PATIO - x I� DWARF LEADPLANT - (DRAINAGE EASEMENT) d �-- -� %+ I I� PAWNEE BUTTES WESTERN SAND CHERRY x a_- ' AUTUMN AMBER SUMAC MIXED USE UP =1 DRAINAGE &UTILITY BUILDING ��Its - EASEMENT COMMERCIAL FIRE I r GOLDEN CURRANT I� ENTRANCE RISER / MOPS MUGO PINE 4-0 min. �! �' FDC `� 1 BLUEOATGRASS MAJOR AMENDMENT SWITCHGRASS f � i _ x X I STO 6 0 1 - - - - - --- - -- - Date. 04.25.2022 o \ _i _ m — Drawn By. SL z - �._— Checked y. CR \ Sheet Name - LANDSCAPE PLAN )L ARBOR AVENUE Sheet ss ss LP1 01 10' 0 5' 10' 20' NORTH Q N Q W W Co 1/2 O.C. SPACING J Q MIN. TO WALLS, CONC HEADER Q OR TREE TRUNKS w 0- >< 0 o z 0_ TREE WRAP ROOT CROWN 2" ABOVE Q GRADE ROOT CROWN 2" ABOVE _ GRADE MULCH MULCH FINISH GRADE O FINISH GRADE COMPLETELY REMOVE WIRE FS AND TWINE FROM f� ROOTBALL j, - MREMOVE- AND TWINE FROM ROOTBALL MULCH IIIIIII :; 1 1 REMOVE BURLAP FROM TOPIII-III -III -III- / �- =I =IIIIId 2/3 of ROOTBALL -III—III =III REMOVE BURLAP FROM TOP =III=III =1 � :. =III=1 I- 1=III=III= =III :..: 1 -III—III 2/3 OF ROOTBALL 1 1=III=III=1 I' :. -1 I=11I ' PLANT PIT BACKFILL MATERIAL - _ ` , I�1= _ _ y :' PLANT PIT BACKFILL PLANT PIT BACKFILL MATERIAL IIIIII1 L�. N: III1 COMPOST EXISTING SOIL MIXED 1IIIIII1 III=III- MATERIAL - 11 s�o =III / 1 =� -:._� =1 COMPOST/EX. SOIL MIXED =11 =III= COMPOST EX. SOIL MIXED III11 I� - =I SUBGRADE III11 S` 1 11 1= :, 11 1 =1 11 / - - =1 _ - 3 1 DIA. UNTREATED DOUGLAS IIII III =1 —III- =1 = 1 (3) 1 DIA. UNTREATED DOUGLAS IIIIII—III III1III=III ( � -IIII - =�, III SUBGRADE 1 III=III III III—III 1 1 =� 1 III—III III =III III=III- FIR POSTS (TRIANGULATE) DRIVEN III 1 IIII IIII111 I. 1= FIR POSTS (TRIANGULATE) DRIVEN I;IIIIII I;III, IIIIIIIII=III III- IN FIRMLY NEXT TO ROOTBALL. 1 ==IIIIIIIIIIII—III III1 IN FIRMLY NEXT TO ROOTBALL. 1 "' "' 1 = ENSURE POSTS DECOMPOSE AND DO — Hill I l lI 2X ROOTBALL DIA. ENSURE POSTS DECOMPOSE AND DO 2X ROOTBALL DIA. NOT INHIBIT THE INCREASE IN 1Y X ROOTBALL DIA. SCARIFY ALL SIDES NOT INHIBIT THE INCREASE IN SCARIFY ALL SIDES SCARIFY ALL SIDES CALIPER OR GIRDLE THE TRUCK ON CALIPER OR GIRDLE THE TRUCK ON THE TREE IN ANY WAY. THE TREE IN ANY WAY. DECIDUOUS TREE PLANTING R EVERGREEN TREE PLANTING SHRUB PLANTING ASCALE: NTS DT-PLNT-TREE-DECI-GRND-STAK SCALE:NTS DT-PLNT-TREE-EVER-GRND-STAK SCALE: NTS russe I s REV. COMMENT DATE EQ. EQ. lo PLANTS SHALL BE EQUAL SOD RE: LANDSCAPE PLAN DISTANCE APART (SEE PLANT SCHEDULE FOR WIDTH) NEW TOPSOIL RE. LANDSCAPE NOTES MULCH �yVAjVAjVAjVAjV�jVAjVAjVAj\� � �; TILLED SOIL LIGHTLY SCARIFY - - SIDES OF ROOTBALL 11 1 I1 I I�M1;.:. .,:.: -�.:�. .(..�:��.:: :: ... ::I ..:=� ;.. I I 00 PLANT PIT BACKFILL :. 'J=III SUBGRADE 1 ICI � 1 1 1III = COMPOST/EX. SOIL MIXED !- 11III=IIIIIIIIIIIIIIIIIIIII—III PLANT PIT WIDTH TO BE 111 1 .5X ROOTBALL WIDTH SUBGRADE I I � � I I MAJOR AMENDMENT PERENNIAL GRASS PLANTING F SOD PLANTING DSCALE: NTS ` SCALE: 1 1/2" = 1'-0" Date: 04.25.2022 Drawn By: SL Checked By: CR Sheet Name LANDSCAPE DETAILS Sheet �r�r r—r • 1 1 ii ■ H ET TH F1i a■■ill Il���e• I I i � F7111 i��■-��■-��■-ESE■-NSE■-NS-■-�I-■■■-I i i i i i s i i i i!•■-I -■■■--■■■--■■■--■■■�i ! _- U 111 ■■■-I I--■■■- I•■--■■■--■■■--■■■- -■■■--■■■--■■■-� I�■I -- MENw.ai�w.ai��=�w.ai�w=MEN mww■�■■i '■■�■■ ��■�■w■�■w■�■��■�■i i Iw■�■■ ■��..1 ■ w■��■�■w■�■w■�■. ��■�■w■�■w■�■�■ ■■ • ■�.■.=EMEEMEENE■■i�'��■■- ••.M.E. �■mms. �■ ' I w■■■■.= �i �i■■!�!�i=■■!�!�i:■1! ! ■!�i=■■!�! : �i■ II 7...�i'7�i=7�i �i'7�i=7�i 7mi -I —� w. —� -■.. —!l!III!! IIIIII: �a .. -�■■��—���N���■I! 1 MMEM1 �� ��� I ,,,,,.ms• •'a) —I — — — ws�l a' ■ ��I �■ i1•� • m■�� �� er —M �� E 1��— li��■'-'i��w .mow ■��_w■o�w==■���==■■�-wi ! i� .� —_. _ _ - i I! =��■■=��■■w��■■=�� ■-■=��■■w��■■=��■i �i •■ _ �, I■ —�n ■ ai�a o ai — .�■—■■!�.�■—■■!��■—■■!�I�■— Imo■—�Imm■—■■!�!a�■—■■!r■i—■■�!■■■■l..i !�i ■t..■—■■■■—■■■■!..■—■■■■■■�..■-1 I — ■: !�■ ■■■■ ■■■■ ■■■■■■■!■..■-9 ■■■■t..■ ■■■■ ■■■■■■■!..■ ■■■■■J i■ �w ■ —■ wr aaaww I I ■ ■ — aaaaai�w.aaa��—� � � m���w.��ww�■� ��■■ _ —'�—�w■�■■ � IP I I I � i �■��w�������a.❑1♦■ � -� I �� ■�I ■� ■■�■�■■''-i��� .mow aaaii•waai wa. ■ ■ ■ww'■■■� �■�I !ww'■■■�w''�■■� I I ��.■■i � ram"■■' ■�■■i I= ! 1,'iIi■■' !■i!■■'�'i=1 i I ■=i=■� �_��i ' ���� i� • ■■■■t..�—■■■■J ■! a��—■■■■■■■l..v=.l,��_■�!! i_■�! �■ii-7�1 ��i�7! I■�� i—■w�!!� w171:.=ice �! ii�■'�:� �■ice_ �� �■■■�i�—■'�■: it � � ME im. ■�.■.■�■aJ� �! a■■�■■. ll FEE,�Dli�. 7! Liji �aaa!w- 1 �,_•iw■��— —■F .. -7_!. _.� i IF FF . �i— i ���w, �� �■■■�■!M —�I ■��I ��� L, ■ la. aaaail aaaa.aaaai �■ i1 ■�� !� — J ��■■■ i■■ .i ..■ .�..— ■■�..— ■■�..—.. aa�i■i■ ■■■r..— ■■�.. ■■■■ I ■■■■■ .' I a ■■�.■ ■.■ ■■�..— ■■ ■ ■■�..— �. i..�.—.. ■■�.. .:.�... ■■■■ ■■■ I■■ �.❑�■wai aaail :w.aiww�■■i ■�■■■��■���■���■��■�■���■w�■��■�■ � 1�■�■■■ i■i!■w�1 ■ ■�■�■���■w�■I■r��■w■�i■w■�■�•��■w�■�■�■w�■w�■�■ � ■:i=■■■■J ■! _ ■.i'■■■■■■■!.■.i�1■�i:7! -: !iv-■!�■i=Emll ■!�I'i=■!�I!i:oil 111 !�■i111M ': ! I�o=■!�h !1■Iw—! I! '■:i��i■■:i��i■■:i�!�i:■11■i■■:i�!�i■■�i�■i:7�1i=■!�i'i=!�■i■�p'■■:i�Mi■�i�i�i:7iom _ ■� .� ..._■�.._■.._■��, ■��w_w-ww._ww■_ww._ww-_ww._w ■ �..ww. i.w._wi ■w._ww._w__w_.ww_w.ww._w�ww__w_w.�ww._w__ww� wa ■ • e. IM �. ��. III a —.�•F""�� T -� .F • mom mom 0 + e Ow M — . . . . .. . . ... . aaai aaai aaaaa. s aaaaa. aaai — aaaaa. -• • • •- -• • •. -• • I Pw� w ■ ■ ■ww�■■■■aiaaa.�n■■aiaaa.�n■■aiaiw■WEE. mom . 1 mom ■■■■ ■■■■ �■■■■ a■—■■■■ !■■■■�■■■■ MENNEI i�■i■i■� ■— ! �ii■■ice i■��■i� ■■�ii■� ■—� �i■��ii■ o�i `Tii■I �■—■� ii■■—■� �i■■�i■■�I,�I■�i'■■—' �� ,�. � i I■i �aiiwi •• • - • -• • ••• • . •. of • - ' � - 11111! O 110 - ■ ■ ■ ■ ■ ■■w■■■w o■w � ■■�i ■�I ■�i■■�ii I wi■■wi■■�11'111� • ■■' I■■w�■ �i ■wl I� IIIII�■��M11 ■IIIIIIIIIIIIIIIIIIIIIII. IIIIIIIIIIII�■1 I ■. IIIIIIIIIIII�■11 I■�■�■ IIIIIIIIIIIIIII�I o ■ 11 ■- loll • i li■i� NONE ._=■o�-_w■"NO =M EM •■�I I I� � w�! •■ III Ili�■■�-==■■■�■�1 Ii��•i��■ ■:� I��•' ,;I■ 1■w.■■w.■■w.■i 1�■!•�_._•;.n..■ :■-1 ■_■ •_—w_•—.1•Iw.■■w.■■ --' - S!t■■■' _ I■■ME.-ME Mr M MEN _'E•;.—•_.1■_: _ I w.r— _i �■n MEN m �, h IIII�■�■�■Illlllllllllllllllllllr IIIIIIIIIII�■�—�—III■� ■. IIIIIIIIIII� I—■I I�■�■�■�II —IIIIIIIIIIIIIIIIIIIILI n II—I—I '� �■IIIIIIIIIIIIIII�.:�=.�1 .�.�.■■: vl� �■: '�'r'■■: :■_�.■.■�■■■ _�.■.■, ' ��...i '60.1..�■■ - '... , li ii— w:l !� 0 0 i� 7■i 'w■�!00 i=7! '� MEM■i=7■i=■�! I■i=� 00 ''■n•.■.i=■nJ i=■n�.■.i' I� IIIII�■�I IIIIII. ■■ `■. IIIIIIIIIIII�■. :■_■■=■■■w■I ■■� I•���—�-' �-■■■ IMi w-w��w: !ii !w�_ �'� :`i�_! !w i-am�w- "!iwC I w: ENE vli:■Illlllllli�...■.i; • ills.■III Illlllllw ■■ ■Illllllw E■■ IIIIIIII�■■ ■���■■ �I ��■■wn �nn�■C AI■I ■n.1ro■ ■� E■_�I -�I �n��l _■ M�n�MINE l Ill��n�l ■�� I� .�' ■ -�:w �■�. ''�!.■I ■ �... -.-awn. w .■ ■:n.�■� ��■. IIIIIIIIIIIIIIIIIII.I■■i� 1■•�i Vi •■■ �i■■ n�■ice�i■1�■—■�n�■—■��liiiiiiilllli■ilnn�■—■��liiiiiiiillli■ice n�iiiiiiillllll.■i��liiiiiiilllli■—■�n�■—■�— ■■■ . � ■ .iiiilllli■—■�n=i■—ice n�i■�—Gi■� .i I I �ii■■ �ii■■ I I I I I ii■■ ■ice n�■—ice n�■—■� r �■ice n�ii i� I■�=-n.�■■i w ■■-■=-C �■�_■�_ME ■�_ __■�_��_■■�__��__■w�__ __■�__■�■1 I■� E■.�■�_�■�__■r 1.1 9 ■�_■�■ I� _i�__■�__■�■�■ IIIII�__■Iw �■ I I■' nn ■-- w �'■ w ■-- wn ■ w ■ w ■-:■ w w ■ w■ I ■■ - I■--- ■ w ■ w w ■-- w ■ �■ w w ■ w ■ w ■-i ■� w w -: - - - ■■■S ���■■■■C��■■ ��I.E.■E■■■■w��■■■■ ��■■ �■■■■ ��■■■■ ��■■■■ ■o■��-i■Ti■���■■■■ �■ ��I i■■■■ ��uo■ ��■■■■I ��■■■■���■ � li ��■■■■ ��GT■■ � n■ n■��-i■Ti■���■o■ ��� •�■ ��■■■■� � ■ � __ ■ten■__i i� �w���i■�w�•n■�.i II����■G _� w w� w �v �■w��� ��I� I■•�II�■�■� ��� • himllll III i ■�� n�� n�� n - ice w� w w �' I 11� P��=v w� n�� w• I il,i�E 1 w w �, w : n■ w ■ ■ w:■ w ■ w ■ w� w • •,i�_n■.�.5■■. ,!� ��� ■■� ..■. ■��.■.■p '■■ !■C�!J�■�S!■p _ =r .® ■!■���■� ■��.■.■� E ■�.■_n!! .��L..■ 7..� w■■N N;_w w �_�■�.■.■■ ' • •mom • • AN • ■ -���,�� �;��`� - _ -_���.ice:=u-i � -i-�-��-J���-�-,i=i�i-�_� r lPIN, n. -IMFMW • •r _ _ _'• I se _ _ _ !ii 1 I 1■.■■■=■■�■■■�■■Ili :I :: I■�'=�'■■=■■=■■�■■■ - � - - li I II 0 =�-� -■■wn�■ �■�I I I I I I I ■ice■wn■��■wn■��MEN • -• • - • •. .. .• • •. -• • 11: ��■ ■■■�■N •_—■•■INME■■I■■■■:■■1■■■■ N■:� n• �� III I■■w7■ ■' ■w_■!�■w'�■wE■ �■ ■w1■w■� !■w'.1■■w, Iw.■w��■wn.�■�wn.�■��■ w■ w�� w'!n.�■win. wl n i w� w� w� w■ i wn w� w� w■ � in•� w�� �� w�� � w. wnn ww. w' I I w� w� w� w■ I wn nln w I�i■i w w—lw---- �■ ■� �■ •I�w� wM w= ��■■�■■�■■�■�■■II 'I IIIIIIIIIIIIIIIIIIIII■IIIII��■�IIIIIIIIIIIII■IIIII��■�I��■�■�■�11 I�■■■�■�■�■■ w� w=!.■w�!.!■_ ■ M w■ ���!w■ �: I � wn��!!■w�IN �!ww��!!w■_��:!w� ■w � ww_■■ . ! 0w=7 ! .n . NEEM Mww_■■ � ■ !! �■■w��!■w��:i:..11�i,� _��s_��s_��s_��s_��s_��■..,_.,. ��s_��s��s_��s_��s_��s_��s_��s�.---�,. _. ��s_��s_��sl_��s_ .. I� ■I I■ OM MOM III • ••-• • • • •- • • •. �. • ■II E • - I� I■ � 1, �■Irl i mil+.��� • • • .• � .• -• • • • .• • • • • • i•■i.�l, 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com 1 _y T r - T _ I CL � V _ O a V � _ uO s N L'L L _ I a �L_ air - - �y ._._ T--'�` T __ �. •'l ., --ems- 1 __ _•-- -" �_ _ m m a T W N > v v` NO ISSUE DATE a 0 PROJECT 2045 v DATE 04.13.2022 Z DRAWN KS N c--I Building Perspectives CD a N uNi N c h � N ,n fC v PL493 c a` EMERGENCY OVERFLOW. SEE CROSS SECTION& TABLE FOR WIDTH AND ELEVATION SEE PLANS 1. BIORETENTION SOIL MEDIUM (BSM) SEE TABLE FOR B 1.1. BSM SHALL HAVE THE FOLLOWING MIX (PERCENT BY VOLUME):SAND 70-80%; LEAF DAYLIGHT 4-INCH -DIMENSION AND 1 UNDERDRAIN. I ELEVATION 7(111N(MIN,) COMPOST 5-10%; TOPSOIL 5-10%; SHREDDED CEDAR MULCH 5-10% I SEE TABLE FOR 1.2. SAND SHALL BE WASHED CLEAN AND FREE OF DELETERIOUS MATERIALS. ASTM C-33, ELEVATION.(SEE PLANS CLEANOUT WITH SOLID LID �� / 0.02"-0.04" GRAIN SIZE. CALCIUM CARBONATED OR DOLOMITIC SAND SUBSTITUTIONS ARE LOCATION AND TOP OF PLANTER, SEE ORIENTATION) \ I TABLE FOR WIDTH AND oa / / NOT ACCEPTABLE. RAISED a WATER DUALTY,TE PLANTER FOR SEE TABLE FOR ELEVATION NJ // / / 1.3. CLASS I ORGANIC LEAF COMPOST SHALL CONSIST OF AGED LEAF MULCH AND SHALL BE OVERFLOW RISER \ a �z ELEVATIONS. (SEE PLANS FOR EMERGENCY OVERFLOW THE RESULT OF BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED SEE TABLE FOR \ a �� DIMENSIONS.SHAPE AND CREST. SEE TABLE FORZ rv� // // ELEVATION _ _ _ _ _ W_ _ ORIENTATION) WIDTH AND ELEVATION MATERIALS UNDER CONTROLLED CONDITIONS DESIGNED TO PROMOTE AEROBIC // DECOMPOSITION, THE MATERIAL SHALL BE WELL COMPOSTED, FREE OF VIABLE WEED SEEDS A 2 \\���' / AND CONTAIN MATERIAL OF A GENERALLY HUMUS NATURE CAPABLE OF SUSTAINING 712 WHALERS WAY SUITE, B-100 A a N •• 2"MIN.SOIL COVER ' GROWTH OF VEGETATION, WITH NO MATERIALS TOXIC TO PLANT GROWTH. COMPOST SHALL FORT COLLINS, CO 80525 PER STRUCTURAL DESIGN ; I //�//, BE PROVIDED BY A LOCAL US COMPOSTING COUNCIL SEAL OF TESTING ASSURANCE (STA) (970) 223-1820 • BETWEEN SEEN SUBGRADE AND LINER SEPARATOR FABRIC MEMBER. A COPY OF THE PROVIDER'S MOST RECENT INDEPENDENT STA TEST REPORT I B 4-INCH UNDERDRAIN. • M (IF SUBGRADE CONTAINS ANGULAR SHALL BE SUBMITTED TO AND APPROVED BY THE PROJECT MANAGER PRIOR TO DELIVERY www.alm2s.com / ROCKS OR OTHER MATERIAL THAT OF BSM TO THE PROJECT SITE. COMPOST MATERIAL SHALL ALSO MEET THE FOLLOWING SEE TABLE FOR ELEVATION. PLAN VIEW NTS`` B EMERGENCY OVERFLOW NTS / ) (SEE PLANS LOCATION AND ( L ( Z -6"- W // COULD PUNCTURE THE LINER CRITERIA: ORIENTATION) "� /// • 100 PERCENT OF THE MATERIAL SHALL PASS THROUGH A 1/2 INCH SCREEN RAISED CONCRETE PLANTER WATER TIGHT CAP / PH OF THE MATERIAL SHALL BE BETWEEN 6.0 AND 8.4 FOR WATER DUALITY, SEE ON SOLID CLEANOUT / / MOISTURE CONTENT SHALL BE BETWEEN 35 AND 50 PERCENT TABLE FOR ELEVATIONS. (SEE / 12"OVERFLOW RISER PLANS FOR DIMENSIONS. DOWNSPOUT. REFERENCE i /// • MATURITY GREATER THAN 80 PERCENT (MATURITY INDICATOR EXPRESSED AS SEE TABLE FOR ELEVATION EMERGENCY SHAPE AND ORIENTATION) ARCHITECTURAL PLANS. % / PERCENTAGE OF GERMINATION/VIGOR, 80•I•/80-I•) OVERFLOW. SEE /// TABLE FOR COBBLE SPLASH PAD.REFERENCE • MATURITY INDICATOR EXPRESSED AS CARBON TO NITROGEN RATIO < 12 WIDTH AND ARCHITECTURAL PLANS PER STRUCTURAL ELEVATION 30 MIL(MIN)PVC LINER - \ \ • MATURITY INDICATOR EXPRESSED AS AMMONIA(N)/NITRATE(N) RATIO < 4 DESIGN "�-' - •_.,.I_ " _ 2"LAYER OF TRIPLE SHREDDED MULCH PROVIDE SLACK M LINER /i\///�/�; MINIMUM ORGANIC MATTER SHALL BE 40 PERCENT DRY WEIGHT BASIS (GORILLA HAIR) PLACEMENT TO ENSURE TOP OF MEDIUM `,,, ',,, - PROPER INSTALLATION AND SOLUBLE SALT CONTENT SHALL BE NOT GREATER THAN 5500 PARTS PER MILLION OR SEE TABLE FOR ELEVATION IMPERMEABLE GEOMEMBRANE LINER/SEPARATOR BACKFILL WITHOUT DAMAGE I CM FABRIC(SEE NOTE) 0-5 MMHOS/ --- --- -- - --- - - - 18"LMAYER DU MF(BIORETENTION \'\\��i \\/\ • PHOSPHORUS CONTENT SHALL BE NO GREATER THAN 15 PARTS PER MILLION • HEAVY METALS (TRACE) SHALL NOT EXCEED 0.5 PARTS PER MILLION --- - - " -_--_- - _- 6•LAYER OF PEA GRAVEL PREPARED SUBGRADE • CHEMICAL CONTAMINANTS: MEET OR EXCEED US EPA CLASS A STANDARD, 40 CFR SOLID 4 _ _ _ _ (DIAPHRAGM LAYER) IMPERVIOUS SURFACE - --- ---- CLEANOUT - - - 503.13, TABLES 1 & 3 LEVELS (SEE PLANS FOR (90-SWEEP aR 12"MIN, LAYER OF COOT N0. 4 ROCK BEDDING PATHOGENS: MEET OR EXCEED US EPA CLASS A STANDARD, 40 CFR 503.32(A) ELEVATIDNS) 2X45'BENDS) (4"MIN. ABOVE AND BELOW UNDERDRAIN PIPE) DETAIL 2 - IMPERMEABLE GEOMEMBRANE LINER/KEY IN DETAIL (NTS) LEVELS 4"SLOTTED 1.4. TOPSOIL SHALL HAVE LESS THAN 5% CLAY AND BE CLASSIFIED AS A SANDY LOAM, LOAMY UNDERDRAIN SAND, OR LOAM PER USDA TEXTURAL TRIANGLE. ONSITE, NATIVE MATERIAL SHALL NOT BE USED AS TOPSOIL. TEXTURAL ANALYSIS SHALL BE PERFORMED ON TOPSOIL, PREFERABLY SOLID 12"OVERFLOW g AT ITS SOURCE, PRIOR TO INCLUDING TOPSOIL IN THE MIX. TOPSOIL SHALL BE FREE OF RISER, DEFLECT 4 SUBSOIL, DEBRIS, WEEDS, FOREIGN MATTER, AND ANY OTHER MATERIAL DELETERIOUS TO O UNDERDRAIN PER PLANS CONCRETE RAL D PER W PLANT HEALTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 7.5 AND MOISTURE CONTENT STRUCTURAL DESIGN - IMPERVIOUS SURFACE (SEE PLANS FOR ELEVATIONS) oa - ° BETWEEN 25-55%. CONTRACTOR SHALL CERTIFY THAT TOPSOIL MEETS THESE CONCRETE TOOTER PER rc O X L ALUMINUM,STAINLESS STEEL STRUCTURAL DESIGN v=i ����e OR GALVANIZED STEEL BATTEN BAR SPECIFICATIONS. CONCRETE •„I� (NITRILE POLYMER BASED VINYL 1.5. SHREDDED (3X) CEDAR MULCH SHALL BE 100 PERCENT ORGANIC AND FREE OF STAINS, SECTION A (NITS) WQ #1 ELEVATIONS &DIMENSIONS CURB/GUTTER/LANDSCAPE MEMBRANE SEAMING ADHESIVE MAY BE DESCRIPTION ELEV/DIM UNIT ISLAND AND/OR OUTLET - USED AS AN ALTERNATIVE TO THE PAINTS, CHEMICAL TREATMENTS, ETC. • BOLTED BATTEN BAR IN AREAS WHERE UNDERDRAIN INV. 5082.40 FEET STRUCTURE � THE NEED FOR AN IMPERMEABLE LINER 1.6. BSM SHALL BE UNIFORMLY MIXED, UNCOMPACTED, FREE OF STONES, STUMPS, ROOTS, OR TOP OF PLANTER ELEV. 5086.11 FEET �E"X 3"STAINLESS IS LESS CRITICAL) OTHER SIMILAR OBJECTS LARGER THAN TWO INCHES. NO OTHER MATERIALS OR OVERFLOW RISER TOP OF PLANTER, TOP OF MEDIUM ELEV. 5085.23 FEET STEEL ANCHOR BOLT,NUT SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE BIORETENTION AREA THAT MAY BE SEE TABLE FOR SEE PLANS FOR AND WASHER O 12"O.C. EMERGENCY SPILLWAY FEET HARMFUL TO PLANT GROWTH OR PROVE A HINDRANCE TO THE FACILITY'S FUNCTION AND O ELEVATION ELEVATION 5086.15 TOP OF PLANTER. SEE CREST ELEV. BUVTL TAC TAPE MAINTENANCE. TABLE FOR ELEVATION EMERGENCY SPILLWAY FEET / _PER STRUCTURAL CREST WIDTH 20° 1.7. BSM SHALL BE FREE OF PLANT OR SEED MATERIAL OF NON-NATIVE, INVASIVE SPECIES, OR _ DE M F WQCV ELEV. 5086.15 FEET /j WEEDS. SEE TABLE FOR TOP ELEVATION N 2"LAYER OF TRIPLE SHREDDED MULCH ° / 1.8. FULLY MIXED BSM SHALL BE TESTED PRIOR TO INSTALLATION AND HAVE A LOW P-INDEX (GORILLA HAIR) O IMPERMEABLE CEOI4EMBRANE WQ #2 ELEVATIONS &DIMENSIONS - /i/ OF LESS THAN 30, PH OF 5.5-6.5, CATION EXCHANGE CAPACITY (GEC) GREATER THAN 10, LINER/SEPARATOR FABRIC - - _ IB"LAYER OF BIORETENTION DESCRIPTION ELEV/DIM UNIT J / PHOSPHOROUS (PHOSPHATE, P205) NOT TO EXCEED 69 PPM. SHOULD PH FALL OUTSIDE OF (SEE NOTE) 4 _ i -_ _ SOIL MEDIUM(BSM) UNDERDRAIN INV. 5082.40 FEET / THE ACCEPTABLE RANGE, IT MAY BE MODIFIED WITH LIME (TO RAISE) OR IRON SULFATE TOP OF PLANTER ELEV. 5086.65 FEET D - // 6"LAYER OF PEA GRAVEL _- 4"SLOTTED PIPE (SLOPE TO OUTLET) p / PLUS SULFUR TO LOWER). THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO (DIAPHRAGM LAYER) _-_- -_- -_-_ TOP OF MEDIUM ELEV. 5085.23 FEET ( ) /12" MIN. LAYER G O (4 OPTIONAL: SLOPE(STRAIGHT GRADE)SUBGRADE EMERGENCY SPILLWAY FEET - / GEOTEXTILE SEPARATOR FABRIC THE BSM PRIOR TO USE IN THE BIORETENTION FACILITY. / ROCK BEDDING(a"MIN.N. ABOVE 4 (2-109G) TO UNDERDRAIN TO REDUCE SATURATED CREST ELEV. 5086.15 �\ / BETWEEN SUBGRADE AND LINER� 1.9. BSM SHALL BE DELIVERED FULLY MIXED. ONSITE MIXING OF PILES WILL NOT BE ALLOWED. AND BE 2.00 � SOIL CONDITIONS BETWEEN STORM EVENTS EMERGENCY SPILLWAY FEET / (IF SUBGRADE CONTAINS ANGULAR LO UNDERDRAIN PIPE) MIXING OF THE BSM TO A HOMOGENEOUS CONSISTENCY SHALL BE DONE TO THE \ CREST WIDTH ROCKS OR OTHER MATERIAL THAT COULD PUNCTURE THE LINER) SATISFACTION OF THE PROJECT MANAGER. wQcv ELEV. 5086.15 FEET 2. MULCH - ROCK MULCH SHALL NOT BE ALLOWED WITHIN THE BIORETENTION AREA. MULCH SHALL .• WQ #3 ELEVATIONS &DIMENSIONS ���/j//� BE AGED, SHREDDED (3X), CHEMICAL FREE, APPLIED TO A 2-INCH LAYER OVER THE SURFACE 30 MIL(MIN.)PVC LINER - OF THE FILTER BED. DESCRIPTION ELEV/DIM UNIT PROVIDE SLACK IN LINER I <' UNDERDRAIN INV. 5082.40 FEET PLACEMENT i0 ENSURE 4( �\\ 3. UNDERDRAIN - A 6-INCH DIAMETER PVC, SDR-35 AND ALL REQUIRED FITTINGS. PERFORATED rM IMPERVIOUS SURFACE IMPERVIOUS SURFACE PROPER INSTALLATION AND �j\//\/ UNDERDRAIN /WITHIN THE FILTER BED SHALL HAVE 1 2" PERFORATIONS AT 6-INCH O.C. OR (SEE PLANS FOR ' (SEE PLANS FOR ELEVATIONS) TOP OF PLANTER ELEV. 5086.65 FEET BACKFILL WITHOUT DAMAGE /\/\/\ \.� \ ) / - ELEVATIONS) CONCRETE FOOTER PER TOP OF MEDIUM ELEV. 5085.23 FEET \\/// //\\ APPROVED EQUIVALENT. - STRUCTURAL DESIGN EMERGENCY SPILLWAY FEET 4. UNDERDRAIN BEDDING AND RESERVOIR STORAGE LAYER - WASHED NO. 4 COARSE AGGREGATE CONCRETE RAL D PERESIGN SECTION B (NTS) CREST ELEV. 5086.15 ERGENCY SPILLWAY FEET STRUCTURAL D PER CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. EM CREST WIDTH 2.00 5. GRAVEL DIAPHRAGM LAYER - CLEAN AND WASHED ROUND "PEA GRAVEL" PER ASTM D448, 1/4"NOTE: WQCV ELEV. 5086.15 FEETDETAIL 3 - IMPERMEABLE GEOMEMBRANE LINER/CONCRETE CONNECTION DETAIL (NITS) - 1/2" DIAMETER PEBBLES; 3/8" AVERAGE SIZE. uO • NO-INFILTRATION - IMPERMEABLE GEOMEMBRANE 6. PLANTINGS - PLANTING AND SEEDING SHALL OCCUR IN EITHER APRIL - MAY OR IN SEPTEMBER LINER(SEE DETAILS 2 do 3) - OCTOBER. • PARTIAL INFILTRATION - SEPARATOR FABRIC WHEN SUBGRADE IS NOT COMPATIBLE WITH FILTER MATERIAL 7. BSM/PLANTINGS SHALL NOT BE INSTALLED/PLANTED UNTIL ALL CONSTRUCTION IS COMPLETE ON SITE. Is V 0 (L) N LL. L 8" CMU wall with stone veneer Existing trash enclosure wall O finish applied to outside of trash to remain Powder coated steel gate with galvanized Metal deck cover enclosure to match existing 3x3 tube steel diagonal braces over grease waste Metal deck cover a Stone wall cap to over grease waste Stone wall cap to Existing stone cap match existing to remain match existing I c X P L4.4 i Existing trash enclosure LU 2 wall and steps to remain titi 1� P L4.4 8" CMU wall with stone veneer / Steel angle curb at 3 Existing trash enclosure �- 8" CMU wall with stone veneer Powder coated steel gate with galvanized walls to remain finish applied to outside of trash 3x3 tube steel diagonal braces perimeter of inside walls finish applied to outside of trash enclosure to match existing g trash enclosure enclosure to match existing Steel cane bolt gate stops at each gate Tube steel supports for metal roof cover 5 Planning Trash Enclosure - Southeast Elevation = 4 Planning Trash Enclosure - South Elevation over grease waste PL4.4 SCALE:1/4" = 11-0" PL4.4 SCALE:1/4" = 11-0" Q) Trash dumpsters ` by owner NY 0 Existing stairs to trash Grease waste F �% enclosure to remain x X m m Metal deck cover Stone cap to match Metal deck cover over grease waste existing over grease waste 101.30 N > Existing stone cap --_--- II to remain 5 NO ISSUE DATE - - '(9 PL4.4 a PROJECT 2045 " 8" CMU wall with stucco f / DATE 04.13.2022 finish applied to outside of �° /� DRAWN KS LL 8 CMU wall with stone trash enclosure to match X X 8 veneer CMU wall with stone i applied to the w existing Existingtrash enclosure LL, Existing trash veneer applied to the entire outside of enclosure g pp 4 H wall and steps to remain enclosure wall to entire outside of enclosure and return at open ends. remain and return at open ends. PL4.4 New wall and steel gates to follow CD Trash Enclosure II border of existing easement a Existing to remain 12' -2 1/32 k k N uNi O nI N c 3 PlanningTrash Enclosure - Northwest Elevation 2 Planning Trash Enclosure - Northeast Elevation 1 Planning - Trash Enclosure Plan g gPL494 2 PL4.4 SCALE:1/4" = 1'-0" PL4.4 SCALE:1/4" = 1'-0" PL4.4 SCALE:1/4" = 1'-0" a