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HomeMy WebLinkAbout20-55 Final Development Plan Lot 7 Firestone Crossing Flg No.1 05-27-2020RESOLUTION N0.20-55 A RESOLUTION OF THE BOARD OF TRUSTEES OF THE TOWN OF FIRESTONE, COLORADO, APPROVING A FINAL DEVELOPMENT PLAN FOR CERTAIN REAL PROPERTY LOCATED AT LOT 79 FIRESTONE CROSSING FILING NO. 1 WHEREAS, Carbon Valley Lutheran Church ("Applicant"), as owner of certain real property legally described as Lot 7, Firestone Crossing Filing No. 1, except that portion conveyed via quit claim deed at Reception No. 3760140 (the "Property"), has submitted a proposed final development plan for the Property, entitled "Final Development Plan Carbon Valley Lutheran Church" (the "Final Development Plan"); and WHEREAS, the Firestone Planning and Zoning Commission, after conducting a public hearing on the Final Development Plan on May 21, 2020 rendered a decision recommending approval of the Final Development Plan with two (2) conditions as more fully set forth in PC-20- 07, dated May 21, 2020; and WHEREAS, on May 27, 2020, the Board of Trustee conducted a public hearing on the Final Development Plan; and WHEREAS, after reviewing the record of the Planning and Zoning Commission public hearing, and after considering the testimony, evidence and argument presented at the Board of Trustees public hearing, the Board of Trustees finds and determines that the Final Development Plan is complete, and that the Applicant has met the applicable requirements and standards set forth in the Firestone Municipal Code and Firestone Development Regulations. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE TOWN OF FIRESTONE, COLORADO: Section 1. The Board of Trustees acknowledges the Planning and Zoning Commission's findings of fact in this case, as detailed in Resolution PC-20-07. Section 2. The above Recitals and Findings of the Board of Trustees are hereby incorporated into this resolution. Section 3. The Final Development Plan, Carbon Valley Lutheran Church, Town of Firestone, Weld County, State of Colorado, attached hereto as Exhibit A and incorporated herein by this reference, is hereby approved, subject to and contingent upon compliance with the following conditions: (a) Provide an updated title commitment when the mylars are provided for recording, dated no later than thirty (30) days prior to submission of mylars. (b) All minor, technical corrections to the Carbon Valley Lutheran Church final development plan shall be made to the Town's satisfaction. (c) The Final Development Plan, Carbon Valley Lutheran Church, Town of Firestone, Weld County, State of Colorado, shall not be recorded until such time as all conditions of this section have been fulfilled by Applicant. Section 4. Approval of the Final Development Plan, Carbon Valley Lutheran Church, Town of Firestone, Weld County, State of Colorado that is the subject of this resolution shall be null and void if the conditions set forth in Section 3 above are not complied with, unless extended by Resolution of the Board. INTRODUCED, READ AND ADOPTED thisQqday of rn, , 2020. TOWN OF FIRESTONE, COLORADO gTONF £: �pW ^O bi SindeJdr, Mayor ATTEST: •••...... .. ., 1 cOUNT'� , Koenig, JPR41) AS TO ORM: Williat9 Payashi, Town Attorney 4615968 08/04/2020 10.33 AM Total Pages: 14 Rec Fee: $143.00 Carly Koppes - Clerk and Recorder, Weld County, CO PROJECT CONCEPT THIS CARBON VALLEY LUTHERAN (CVL) CHURCH FINAL DEVELOPMENT PLAN (FDP) IS THE 2ND FDP ISSUED FOR LOT 7, FOLLOWING THE FIRESTONE CROSSING OVERALL FINAL DEVELOPMENT PLAN (OFDP). THE ORIGINAL FDP WAS FOR A PLANT NURSERY RETAIL FACILITY (CIMARRON NURSERY AND GARDEN CENTER FDP). THE INTENT OF THIS CVL FDP IS TO GENERALLY MAINTAIN THE EXISTING SITE CONDITIONS, WITH ONLY MINOR EXTERIOR MODIFICATIONS. EXTERIOR MODIFICATIONS TO THE BUILDING WILL BE TO RE -CLAD THE BUILDING FOR AESTHETIC AND ENERGY MANAGEMENT NEEDS. MODIFICATIONS TO THE SITE WILL INCLUDE SOME LANDSCAPE IMPROVEMENTS, ADDITION OF A MECHANICAL ENCLOSURE, POSSIBLE FUTURE CONSTRUCTION OR INSTALLATION OF A STORAGE UNIT, RELOCATE THE TRASH ENCLOSURE TO THE SOUTHEAST CORNER OF THE PARKING LOT, ADD A FIRE PIT GATHERING AREA, AND MODIFY SIDEWALKS/PATIO AREAS TO MEET THE NEEDS. ALL DESIGN, PARKING, ACCESS, ETC. SHALL BE GOVERNED BY THESE FDP NOTES AND THE DECLARATION OF RECIPROCAL EASEMENTS AND RESTRICTIONS FOR THE FIRESTONE CROSSING OFDP. IMPACTENVIRONMENTAL REFER TO THE PHASE I ENVIRONMENTAL IMPACT ASSESSMENT BY PROFESSIONAL SERVICE INDUSTRIES (PSI), INC., DATED JANUARY 4, 2017. IN THIS REPORT, NO EVIDENCE OF RECOGNIZED ENVIRONMENTAL ISSUES OR CONCERNS WERE FOUND, AND NO TREATMENT IS REQUIRED. PRIVATE N NANCE & ENFORCEMENT THIS SITE WILL BE PRIVATELY MAINTAINED. DRAINAGE, UTILITY AND ACCESS EASEMENTS HAVE BEEN PROVIDED WITH THE FIRESTONE CROSSING OFDP. PARKING AS CONSTRUCTED WITH THE NURSEREY FDP WILL REMAIN ESSENTIALLY AS CONSTRUCTED (EXCEPT AS DESCRIBED IN THE PROJECT CONCEPT) ON THE EAST SIDE OF THE EXISTING BUILDNNS. ACCESS WILL BE VIA THE SOUTHEAST CORNER AND NORTHWEST CORNER OF THE PARKING AREA TO PRIVATE ROADS WITHIN THE FIRESTONE CROSSING COMMON AREAS. OPEN OPEN SPACE INCLUDED IN TH FDP WILL BE PRIVATELY HELD AND PRIVATELY MAINTAINED. 1`11j"I� ._ R ALL STORM RUNOFF WILL FOLLOW EXISTING DRAINAGE PATTERNS AS ANALYIZED IN THE OFDP FINAL DRAINAGE REPORT AND AS DESIGN IN THE NURSERY FDP. REFER TO THE DRAINAGE SUMMARY LETTER THAT IS INCLUDED WITH THIS FDP FOR A NARRATION OF EXISTING AND PROPOSED DRAINAGE IMPACT, AND HOW THAT ANTICIPATED STORM RUNOFF COMPARES WITH THE PROJECTIONS PROVIDED IN THE FIRESTONE CROSSING FINAL DRAINAGE PLAN. UTILITIES WATER, SANITARY SEWER, STORM SEWER, GAS, AND ELECTRIC UTILITIES WILL BE MAINTAINED AS INSTALLED WITH THE NURSERY FDP. AIRCHITECTURE 7117-47 WATER DEDICATION BUILDING AND LANDSCAPE SETBACKS SHALL BE AS DESIGNATED IN THE WATER DEDICATION WAS DETERMINED BASED ON INFORMATION PROVIDED PROJECT DATA. BY THE APPLICANT. THE TOTAL AMOUNT OF CBT WATER TO BE DEDICATED TO THE TOWN WAS CALCULATED BASED ON ACRES OF TnFFIC AND PARENG IRRIGATED LANDSCAPING ON THE SITE AND TOTAL ESTIMATED REFER TO THE TRAFFIC AND PARKING IMPACT SUMMARY INCLUDED DOMESTIC (IN -BUILDING) DEMAND. THE TOWN SHALL AT ALL TIMES WITH THIS FDP SUBMITTAL FOR ANALYSIS OF PROPOSED PARKING HAVE THE RIGHT TO REQUIRE ADDITIONAL WATER DEDICATION IF REQUIREMENTS AND TRAFFIC DEMAND TO THIS PROPSED FACILITY. ACTUAL CONSUMPTION EXCEEDS THIS CALCULATED ESTIMATE. IF THE TOWN DETERMINES THAT ADDITIONAL CBT WATER IS TO BE DEDICATED TRAFFIC TO/FROM THIS FACILITY WILL BE GENERALLY WITHIN THE THE LOT OWNER SHALL PROVIDE THE WATER WITHIN 30 DAYS WRITTEN ALLOWED TRAFFIC GENERATION IDENTIFIED WITH THE FIRESTONE NOTICE BY THE TOWN. THE ADDITIONAL DEDICATION SHALL BE BASED CROSSING TRAFFIC IMPACT STUDY. ON THE TOWN'S THEN CURRENT WATER DEDICATION POLICIES. THE EXISTING PARKING AREA CONTAINS 54 PARKING SPACES, INCLUDING 2 HANDICAP SPACES. THIS PROPOSED DEVELOPMENT WILL REMOVE ONE SPACE FOR THE CONSTRUCTION OF A TRASH ENCLOSURE NEAR THE SOUTHEAST CORNER OF THE PARKING AREA. PROPOSED PARKING WILL BE ADEQUATELY CONTAINED WITHIN THE EXISTING PARKING FACILITY AS CONSTRUCTED AND MODIFIED. DEVELOPMENT SCHEDULE CONSTRUCTION OF SITE AND BUILDING MODIFICATIONS ARE EXPECTED TO OCCUR UPON APPROVAL OF THE FDP, AND WILL CONTINUE WITH AN ANTICIPATED COMPLETION DATE OF DECEMBER, 2020. I FREESTANDING MONUMENT SIGNS: AN EXISTING FREESTANDING MONUMENT SIGN ON THE EAST EDGE OF THE PARKING AREA. THE SIGN WILL BE MODIFIED FROM AN UP -LIT SIGN TO A BACK -LIT SIGN, TO BE CONSTRUCTED OF WEATHERPROOF MATERIALS. THIS SIGN, INCLUSIVE OF EXISTING ROCK PILLARS, WILL BE APPROXIMATELY 9' WIDE BY 4' TALL, WITH THE GRAPHIC SIGN APPROXIMATELY 5' WIDE BY 3' TALL, OR 15 SQUARE FEET. A SECOND FREESTANDING MONUMENT SIGN IS PROPOSED FOR THE NORTHWEST CORNER OF THE SITE, AT THE INTERSECTION OF CIMARRON STREET WITH THE PRIVATE COMMON ROAD. THE PROPOSED MONUMENT WILL USE ROCK FINISHES, AND THE SIGN WILL BE BACK -LIT, USING WEATHERPROOF CONSTRUCTION. THE DIMENSIONS OF THIS SIGN SHALL BE APPROXIMATELY 9' WIDE BY 4' TALL, WITH THE GRAPHIC SIGN APPROXIMATELY 5' WIDE BY 3' TALL, OR 15 SQUARE FEET. BUILDING -MOUNTED SIGNS: ONE NEW BUILDING -MOUNTED SIGN IS PROPOSED FOR THE MIDDLE SECTION OF THE EXISTING 3-SECTION BUILDING STRUCTURE, WEST BUILDING FACE. THIS SIGN WILL BE CONSTRUCTED WITH WEATHERPROOF MATERIALS. THE DIMENSIONS OF THIS SIGN WILL NOT EXCEED 12' WIDE x 2' TALL, OR 24 SQUARE FEET. A SECOND NEW BUILDING -MOUNTED SIGN IS PROPOSED FOR THE MIDDLE SECTION OF THE EXISTING 3-SECTION BUILDING STRUCTURE, EAST BUILDING FACE. THIS SIGN WILL BE CONSTRUCTED WITH WEATHERPROOF MATERIALS. THE DIMENSIONS OF THIS SIGN WILL NOT EXCEED 12' WIDE x 2' TALL, OR 24 SQUARE FEET. A THIRD NEW BUILDING -MOUNTED SIGN IS PROPOSED FOR THE SOUTH SECTION OF THE EXISTING 3-SECTION BUILDING STRUCTURE, EAST BUILDING FACE. THIS SIGN WILL BE CONSTRUCTED WITH WEATHERPROOF MATERIALS. THE DIMENSIONS OF THIS SIGN WILL NOT EXCEED 8' WIDE x 4' TALL, OR 32 SQUARE FEET. SPECIFIC DETAILS ARE AS FOLLOWS SITE I IG 1. 3" CORRUGATED INSULATED METAL PANEL SIDING & ROOFING (MEDIUM BRONZE) WE REQUEST A WAIVER FROM THE REQUIREMENT TO PROVIDE SITE 2. BREAK METAL TRIM ACCENTS (MEDIUM BRONZE) LIGHTING AS THIS WAS DONE WITH THE NURSERY FDP. THERE ARE NO 3. THERMALLY TREATED WOOD KODIAK-SPRUCE CLADDING CHANGES TO THE POLE -MOUNTED STREET AND PARKING LOT LIGHTS. ACCCENTS 3. EXTERIOR EXPOSED STRUCTURAL STEEL ELEMENTS PAINTED TO MATCH INSULATED METAL PANEL. 4. DOWNSPOUTS w/ BOX PROFILE. COLOR TO MATCH ADJACENT BREAK METAL FLASHING. NOTES GENEP&L NOTES 1. AS WAS PREVIOUSLY CONSTRUCTED, ALL STORM RUNOFF FROM THE SITE WILL FLOW TO THE DETENTION POND DETAILED IN THE FINAL DRAINAGE REPORT FOR FIRESTONE CROSSING. DATED MAY 01. 2007, PREPARED BY MARTIN/MARTIN. 2. THE EXISTING SANITARY SEWER CONNECTION FOR THE SITE WILL REMAIN AS INSTALLED PER THE CIMARRON NURSERY AND GARDEN CENTER FINAL DEVELOPMENT PLAN. 3. THE EXISTING WATER SERVICE CONNECTION FOR THE SITE WILL REMAIN AS INSTALLED PER THE CIMARRON NURSERY AND GARDEN CENTER FINAL DEVELOPMENT PLAN. 4. AN ACCESS EASEMENT FOR EMERGENCY SERVICES HAS BEEN GRANTED ON AND ACROSS ALL AREAS FOR POLICE, FIRE, MEDICAL, AND OTHER EMERGENCY VEHICLES AND FOR THE PROVISION OF EMERGENCY SERVICES. 5. FENCES, WALLS, SIGNS, AHD ACCESSORY STRUCTURES ARE SUBJECT TO SEPARATE REVIEWS AND PERMITS. 6. PARKING SPACES FOR PERSONS WITH DISABILITIES WILL BE CLEARLY DELINEATED WITH UPRIGHT SIGNS. 7. ALL ROADWAYS SHALL REMAIN POSTED AS "NO PARKING". OVEIRVIEW OF OPERATIONS 1. CIRCULATION SYSTEM - THERE ARE 5 EXISTING ACCESS POINTS TO LOT 7, INCLUDING 2 ACTIVE ACCESS POINTS TO THE PARKING LOT, PLUS 3 GATED, INACTIVE POINTS TO THE WEST END OF THE PROPERTY. FOR THE SAKE OF CONVENIENCE, WE ARE REFERRING TO THESE ACCESS POINTS AS "EAST PARKING LOT", "NORTH PARKING LOT, "SOUTHWEST GATED". "NORTHWEST GATED". AND "NORTH CENTRAL GATED." PEOPLE ATTENDING THE CHURCH WILL ACCESS THE SITE VIA PRIVATE ROADS INTERNAL TO THE FIRESTONE CROSSING DEVELOPMENT, SPECIFICALLY INTO THE PARKING LOT VIA THE "NORTH PARKING LOT" OR "EAST PARKING LOT" ACCESS POINTS. ACCESS THRU THE "NORTH CENTRAL GATED" ACCESS POINTS WILL ONLY BE FOR PERIODIC MAINTENANCE/EMERGENCY/SERVICING PURPOSES. THE "SOUTHWEST GATED" AND THE "NORTHWEST GATED" ACCESS POINTS ARE TO BE CLOSED WITH THIS FDP. 2. OPERATIONS - CARBON VALLEY LUTHERAN CHURCH WILL HAVE WEEKEND SERVICES AS NECESSARY TO MEET THE NEED OF THE CONGREGATION. INITIALLY, THERE WILL BE ONE SUNDAY MORNING WORSHIP MEETING. ADDITIONAL SATURDAY AND/OR SUNDAY SERVICES MAY BE ADDED AS THE CHURCH GROWS. IN ADDITION TO THE WEEKEND SERVICES, THERE MAY BE OTHER ROUTINE GATHERINGS THROUGHOUT THE WEEK OR ON SATURDAYS, SUCH AS BIBLE STUDIES, COUNSELING SERVICES, MUSIC PRACTICE, YOUTH/SMALL-GROUP ACTIVITIES, AND SIMILAR. SPECIFIC TIMES ARE NOT SET. THE TOWN OF FIRESTONE HAS DETERMINED THAT THE REQUIRED CBT DEDICATION TO BE: IRRIGATION DEMAND = 1.05 SHARES DOMESTIC DEMAND = 2.12 SHARES TOTAL DEMAND = 3.17 SHARES. A TOTAL OF 4 SHARES WAS PREVIOUSLY TRANSFERRED TO THE TOWN. A TOTAL OF 0 SHARES SHALL BE TRANSFERRED TO THE TOWN PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. SCALE: 1" = 4000' SCALE: 1" = 200' CVR 1 OF 14 COVER SHEET & NOTES SP1 2 OF 14 SITE GEOMETRY SP2 3 OF 14 GRADING & UTILITY PLAN L31 4 OF 14 LANDSCAPE PLAN LS2 5 OF 14 LANDSCAPE PLAN L33 6 OF 14 LANDSCAPE DETAIL AREAS L34 7 OF 14 IRRIGATION PLAN LS5 8 OF 14 IRRIGATION PLAN LS6 9 OF 14 IRRIGATION DETAILS BLD 10 OF 14 BUILDING ELEVATIONS BLD 11 OF 14 STORAGE SHED ELEVATIONS SD1 12 OF 14 SITE DETAILS SD2 13 OF 14 TOWN OF FIRESTONE STANDARD DETAILS SD3 14 OF 14 URBAN DRAINAGE & FIRESTONE DETAILS PROVIDERSSERVICE FREDERICK-FIRESTONE FIRE PROTECTION DISTRICT 31 WALNUT DRIVE FREDERICK, CO 80530 303-833-2742 TOWN OF FIRESTONE 151 GRANT AVENUE FIRESTONE, CO 80520 303-833-3291 FIRESTONE CROSSING, INC./ NOVA INVESTMENTS, INC. 1007 PEARL STREET, SUITE 260 BOULDER, CO 80302 303-440-6057 OWNER CARBON VALLEY LUTHERAN CHURCH ATTN: PASTOR TIM SPEIGELBERG 10277 DOGWOOD ST FIRESTONE, CO 80504 720-833-8873 ARCHITECT TREDO GROUP, LLC ATTN: JEFF TREDO 219 N MILWAUKEE ST, SUITE 630 MILWAUKEE, WI 53202 414-539-3336 CONTRACTOR MAYAN CONSTRUCTION SERVICES, LLC ATTN: DALE ROMERO 3051 W. 105TH AVE, #351269 WESTMINSTER, CO 80035 303-466-2816 SANITARY SEWER ST. VRAIN SANITATION DISTRICT 11307 BUSINESS PARK CIRCLE FIRESTONE, CO 80504 303-776-9570 1011 16] R UNITED POWER 500 COOPERATIVE WAY BRIGHTON, CO 80603 PHONE: 303-659-0551 GAS BLACK HILLS ENERGY 5814 IDEAL DRIVE FREDERICK, CO 80516 PHONE: 888-890-5554 CIVIL ENGINEER/SURVEYOR PRISM DESIGN & CONSULTING GROUP ATTN: BRIAN JOHNSON, PE ATTN: GARRY ROHLEDER, PLS P.O. BOX 441730 AURORA, CO 80044 PHONE: 720-689-7324 LANDSCAPE ARCHITECT JWLA, LLC JON WALLH, LANDSCAPE ARCH. P.O. BOX 354 PALMER LAKE, CO 80133 PHONE: 719-640-9428 ELECTRICAL/LIGHTING CHAVEZ, TIFFANY & AYERS ATTN: JOSH AYERS, PE 611 N. NEVADA AVE, SUITE 4 COLORADO SPRINGS, CO 80903 PHONE: 719-636-0021 ADDRESS 10916 CIMARRON STREET LEGAL DESCRIPTION LOT 7, FIRESTONE CROSSING FILING NO. 1, EXCEPT THAT PORTION CONVEYED TO THE TOWN OF FIRESTONE BY QUIT CLAIM DEED RECORDED APRIL 4, 2011 AT RECEPTION NO. 3760140, COUNTY OF WELD, STATE OF COLORADO. TOWN OF FIRESTONE APPROVAL BLOCK APPROVED BY THE TOWN BOARD OF TRUSTEES OF THE TOWN OF FIRESTONE, COLORADO THIS DAY OF 20 BY RESOL o _ ` DIREST s I _ T0l�.N ®'lam P/ MAYOR; A EST: TOWN CLERK n.t44.� b ` ACCEPTANCE BLOCK By signing this ODP, the owner acknowledges and accepts all of the requirements and intent set forth herein. OWNER STATE OF COLORADO ) )SS COUNTY OF WELD ) The foregoing instrument was acknowledged before me this day of J-Ll 201v by -e- Witness my hand and official seal DEBORAH LYuNNE MORTON Notary Public NOTARY PUBLIC - $TQTE OF COLORADO c) 0 NOTARY ID 20104053033 -MY COMMISSION EXPIRES NOV 30, 2022 My commission expires DATA BLOCK LAND USE SUMMARY LAND AREA WITHIN PROPERTY LINES 154,090 SF. - 3.54 AC., MORE OR LESS TOTAL BUILDING COVERAGE AND GFA 11,205 SF. (7.3%) COVERED PATIO/GATHERING AREA 3,735 SF. (2.47o) SIDEWALKS AND PATIOS 15,700 SF. (10.2%) PAVED PARKING AREA 12,900 SF. (8.41o) PAVED STREET AREA 21,250 SF. (13.8%) LANDSCAPE AREA 89,300 SF. (57.9%) PRESENT ZONING CLASSIFICATION NC-PUD (NO CHANGE PROPOSED) DISTURBED/IMPACTED AREA: PLAYGROUNDS 4,925 SF MECHANICAL ENCLOSURE & SHED 5,300 SF FIRE PIT/ARTIFICIAL TURF/LANDSCAPING 11,850 SF EAST ENTRANCE/LANDSCAPING 2,575 SF TRASH ENCLOSURE 75 SF PARKING AREA - ADD TREES/SHRUBS 750 SF PERIMETER GRASS/LANDSCAPE AREAS 5,700 SF PERIMETER ROCK/LANDSCAPE AREAS 4,800 SF TOTAL DISTURBED/IMPACTED AREA 35,975 SF (0.83 AC) SIGNAGE SUMMARY MAXIMUM PERMITTED/ALLOWABLE SIGN AREA 100 SF/PROPERTY LINE (MONUMENT) 36 SF/BUILDING-MOUNTED PROPOSED TOTAL SIGN AREA 32 SF.- SOUTHWEST PROPERTY CORNER, LIGHTED PROPOSED MONUMENT SIGNS 2 PROPOSED MONUMENT SIGN AREA 1 @ 5'x3' (15 SF,)- SOUTHWEST PROPERTY CORNER (NEW) 1 @ 5'x3' (15 SF.)- EAST PROPERTY LINE (MODIFY EXIST.) PROPOSED NUMBER OF SIGNS (OTHER) 3 PROPOSED AREA - OTHER SIGNS 1 @ 8'x4' (32 SF.)- EAST BUILDING FACE 2 @ 12'x2' (24 SF.)- EAST/WEST BUILDING FACES PARKING SUMMARY PARKING SPACES REQUIRED TITLE 17 (17.16.070) 1 SPA/200 GROSS FLOOR SF (11,200 SF - 56 SPA), or {ALTERNATE REQUIREMENT} 1 SPA/4 SEATS (200 SEATS - 50 SPA) PARKING SPACES PROVIDED 53 (REDUCES EXIST. BY ONE SPACE FOR TRASH ENCLOSURE) STANDARD SPACES PROVIDED 51 ACCESSIBLE SPACES PROVIDED 2 CARBU' VALLEY LUTHERAN CHURCH uuVERSNEET NAME OF APPLICATION: Vallev LutheranChurch YSUBMIT ML: FINAL DEVELOPMENTPLAN FILING PREPARATION DATE: JANUARY 15,2020 VISION DATE: MARCH 10 2020 RE VISION DATE: APRIL 27 2020 VISION DATE: MAY 8, 2020 VISION DATE: VISION DATE: "WR 1 OF 14 4615968 08/04/2020 10.33 AM Page 2 of 14 I. LOT 2, OWNER: FIRESTONE CROSSING INC.F1 L "El 'ELU"PIMIENIT PLAN INA U V . .g I: -+-- "ffALLEtYf Lm mTHERAi*'' Cm no mRCH r------------- --- .I ! r( 20.5' I' 06E 112.63FOUND #4 ARBON v U S89�� , A ° 48'"' (&AM) REBAR \ ; FOUN #4 REBAR CUT ASPHALT 1 '�A SHEET TITLE PREMOVE -EX. ENTRANCE PAT ATCH EXIST. I I - W/RfD PLASTIC COLLAR �, v,�� I ®n Firestone, VVId County, tat®f ®lordo - 19.5'REPLACE wI NEW C&G --- -- - --- -- ,s d I 4853 - � f ( I - SHEET 2 OF 14 PR. STONE MON MENT SIGN i 't r WI H LIGHTING; / _MATCH EX. CURB & GUTTER WIDTH, v FOUND €£" - DEPTH & CURB PROFILE (TYP)�, " #4 REBAR' 15' LANDSCAPE/BUILONG SETBACK 41'. f EX. INLET \ .. _ LOT 3, OWNER: FC GROUP LLC . ( I FL-4851.89; RIM-4852.71 R-- 150.00 INV(18"OUT)=4848.00 L=108.86' D=41°34'56" ��0� `.� ,�----------------------� I I 852.05 ��qc --° ivl-EX INLET CH=N69°00'38"V - -------------------- FL=4851.21, RIM 2.05 7.106.49'(P&AM) INV(18 OUT)70 R=150.00 FOUND 20' ---- ---- � ' !I FOUND I . I "GRIMM.-L=5.67' � � .�\ �. #4 REBAR - #4 REBAR I 8' 05"E 3' ( is 3 S8�° 4 285.2 P&AM) BASIS OF 35 1;A,( 1.0 1 i1�1 ° „ i UTILITY, DRAINAGE E I CH=S49 18 08 E ` I `'' t°'F ( I ,` I ry AND ACCESS EASEMENT g BEARINGS 15' IRRIGATION, ; 5.67 P&AM 1 `s � � INLET ��5� ( ) � � \ � � =--'-----_ (PLAT) _ PIPELINE AND i z -- --------------------- ^------------ --- ---- -- --- - ----- --- - ----- -- - - -- --- ---- --- I _ GATE/ENTRANCE w----------- --- - - --- -- ------ - ---- --- --- - ---- I I I RATE=485 .46 - UTILITY r ' i " ` FOR SERVICE 4ND � � _� -� � - EASEMENT , (REC. NO. I 3115812) I ® I` d. I I` I � I. Imo- I cy I o I cl- z ' r. L. � W I, .-� cr It O LU co CD o ' . I � I I � I I. 0 I � I I •c- I � I 35. 50'. 40' DRAINAGE AND UTILITY EASEMENT (P) TCH EX. CURB & G UTT R WIDTH, DEPTII & CURB PROFILE (TYP) REMOVE EX. E VTRANCE. RE LACE w/ EW C&G ' SAWCUT ASPHALT 1'. MATATCH TO H EXIST. CL a A` i I I y V 24" O 4847.41 - ( ) LOT MAINTENANCE R=I50.00'I- iACCESS TO I I LLI ac CONTAINING 154,090 SO. FT . OR 3.54 ACRES MORE OR LESS L=103.19 L� �- `'°:'1- `�� (� `., , I Q' o _ WESTERNPORTION D=39°24'S7" �' (OWNER CARBON VALLEY LUTRERAN CHURCH) n ✓ „ ., -------------- I --o oc I i OF SITE. ",----------___----T�----------- _-z--------e.----I °-I I� ------ u d - 15 LANDSCAPE/BUILDNG z CH=S70°OS'36"E -° i I fl I I` I I�5 101.17 (P&AM) SETBACK I` , _ I ) I N O I °= `Si. _-- df • : 3 d - ':' , `' �.-aq -- cYC �I1flII � II I' .)IIiIIII'III, ' i10S�T 0 E,C(r1ipI 1 r Z '.m. i -a m ' Ln _---- ---- -PR. 'I 6� LAND� MOD ULARSTEEL FENCE o CD �� "'U cn co 06 LIN CJ co , . . ' I_i CDP. LDSCPING Q ) LANDSCAPING 4 I (°,� SOAPINGAROUND PLAYGROUND (�I1_-1 fIL-5 IRNN -1 d 1 W (lLV'.I(;,REMOVE EX. SIDEWALK Io c� 90.33' LCO CO ELEMENTARY q° 4 A 4L0 PLAYGROUND (ON(/E/I ';1 T FOUNDILDING OPEN AIR EX BU 4. REBARAPI # 05-123- 0503 (PA) DRAINPIPEFOR ROOFDOWNSPOUTS a STRUCTURE (RE: ARCH.EQ � LrFOR MODIFICATIONS) - ter._LL1m \4. If 4. j II I 1 f I: ° 4 �4 I �1 I I a I: PR. FIRE PIT s .' l b L.a.. IEt p I REMOVE 0' E DECOMPOSED I I I. L.GRANITE BASE °• d , 4 1L ` PLAYGROUND ... 4. d . °. �, s, . d EX. VEG. ` iy ' ~ PRESCHOOL g I : I III 1 i q 30 UTILITY, DRAINAGE II I BUILDING -MOUNTED SIGN ; REMOVE EX. ° , -' I BUILDING-MOUNTED}SIGN AND ACCESS EASEA I � II - I cU I.Uj SIDEWALK/PATIO I I `�_ (RL T I I I - ( - - > ` I I AS NEEDED FOR ` '„ `' ) ' i . ` d a ; I �� b F�- ,. EX. BUILDING RE: ARCH. �. , , v I I nI I �, .`, I.UJ A ._.: ' FOR MODIFICATIONS)a_, ' NEW OUTDOOR 8.00' I a.. ° . ! ' ' �� i `c' REMOVE EX. I I a, A �►- _ , GATHERING SPACE I ° 5 PR. STORAGE SHED 4857 �r I q III I ( \ I SIDE WALK AS REMO VE o I I I o - � ' I I \ I JO FFE=4858.75 �® I ' _ I I i i I SEX VEG. I,NEW _ e� -- - N I I I I -� NEEDED FOR - - _--7. -_� I I n BUILDING 4 I 1p I N rr A FINISHED FLOOR I I w DO OT I 4.00 4 �•' ° N --- - I MGG - - - I c, �o , z _ -__ _ IDISTURB EX. ° ' I BUILDING -MOUNTED SIGN SIDEWALK I OIL/GAS WELL SETBACK 3 �, I. M�a 4 I , `(TYI' 50' RADIUS BASED`ON FIELD- �; 3.00 MEASURED LocATIo of WELL , ° `-,, 2. oo' CARBON VALLEY L UTHERAN CHURCH ; PAR �! \ 40.00 4. 30.00 .. I I II I ° _ I, 10916 CIMARRON STREET , I. (.o ADJUST FENCE 4858 co 5009 o BLDG. FF 4858.85 I. FRIDAY ( i. s. d M LOCATION TO MISS PIPE s 20' BU I LD I NG q" i� Ia '+ f4 /111, ` -, ' IvI Ii I € _�� 1[ �!. t �'rt976(I 1 �� 6� : ®- - ®- - SETBACK 48 5f3 I 7 0.25' �v . I � FOUND -#5 REBAR }\ N00°11' S"E I I 28. 00'(AIV) FOUND BRASS TAG LS 23513 ON-LINE UW SCALE: 1" = 20' -- ---- - ---- ®.®.---_------------------- „ 4856 _ - -4 ___--- 4855 SEMENT PLRT� --------------------- ---.- �.--------- -- - ---- ------ ------ ------ - -- ------------------15 __DRAINAGE_ & UTILITY EA----. _ PR. FENCED IN _--- ------_-___ _ NEW TRASH ENCLOSURE, IN EX. .. ._.i _.... - ------•-------__--_�---- i.- r- ..., __r ,. _, ..,.. .,. ..-, , .x._ .,_.. ,.s,...,,.%...:,',,.,..i. n,.,._.,x _"„ ._,._.ice.,._ .?:%<s:.....,_. .,.�k ._. ._._ .�. � ., .., .., .... ,..., ..,ALL -_. -.-. '"tr 1 `;;,1, ;'' 5 LANDSCAPE SETBACK , . MECHANICAL EX. ELEC. BOX - PAVEMENT w/LATTICE VINYL -------tl�Cl__--- --- ---- ° - =---;�=------- - I .,I r „ ENCLOSURE �- T- - - - - - - - - - - - I . , ,...FENCE & TWO 2 3 WOOD GATES come= Collins, S89� 35' 01 "E 596.98' (R&C) I PIPE O � Gomm GRIMM_, "F� GRIMM GROSSING` 4.0mam (SILT `=OIF I I. 1 _. I , OUTLOT 1 598.48 (AM) BOOTH FARMS; S` ���CARBON VALLEY LUTH AN CHURCH SECOND FILING, FIRST REPEAT OWNER: CIMARRON POINTE CONDOS UNIT OWNERS SITEGo"'Eu"METRIC , IMP 0 Ms 10 N89° 35'01" 254.Q6' (R&( DATE: TYPE OF SUBMITTAL: FINAL DEVELOPMENT PLA[1 -FILING NUMBER: PREPARATION DATE: JANUARY 15,2020 REVISION 18,2020 '' I 812020 4615968 08/04/2020 10.33 AM Page 3 of 14 LOT 2, OWNER: FIRESTONE CROSSING INC. FINAL DEVELOPMEIN'T PLAN ;_� ---------- -- ----------- ------- _ 20.5--- - \m I CROSSING NOTE: - 7V' -1-12 63' 4w . "_::�CAAli(ELEVATIONS AT FIRE LINE CROSSING OVER SANITARY SEWER MAIN) \- RBON VALLEY LNUTHERAN Cm L)RCH GROUND SURFACE Y (MIN. ' W ..�� �..���a�.m�.��- �'J�--..- . A=_ '�� <" \ \ \ WATER COVER S' (MIN.) S8 48 06 FIRE SERVICE INVERT 4848.85' \ \ \ TITLESHEET SAN. SEWER INVERT ID SAN � SANSEWER PIPE DIA. 81, CI1`"iI IIIItIIr I' 'III I I .IIII II I , It I I IIIi.III II I II I I +I;1I11'I_III IF1II�11�I : I 7. II'1 1 ,II I ;II1III I� IiII I!1I I1, I i= �11I I.1 II ; .< rI'I I I, qr ,I II I J" I I� ,. .� I VT SAN SEWER TOP OFPIPE EX. N. M/I Ole RM 4853.20 INVIN) =4843.83 INV( " OUT) =4843.72"'=' A P 15'IRRIGATION PIPELINE AND UTILITY EASEMENT (RECNO. 3115812), CD co co35.5q', 40'DRAINAGE AND UTILITY EASEMENT (P) m % GRDIG & UTILITY PLAN SCALE: 1" = 20' ! n rt o 'v/ Iu uounty, zmaief I r SEPAATION 4846 6 MINIMUM ALLOWED SEPARATION 1.5' (18') SHEET 3 OF 14 EX. SAN. MHO \ \ 1 I � RIM=4853. 3G . V'1V , Ili-48 .9v, INV(8 OUT)=4844.80 GAII EX. INLET i \�\�\ 8"x8"x6" WET -TAPPING TEE I I I I FL=4851.89; RIM=4852.71 R=150.00' IN, w/ CONCRETE THRUST BLOCK I ' INV 18" OUT=4848.00 L=108.86` \ I Y) ( ) � . LOT 3, OWNER: FC GROUP LLC. EX. INLET D=41 °34'S6" \ \ - �\ I _ 6" GATE - la\' I FL=4851.21 RIM- 852.05 CH=N69°00'38"YV \ l\ s4ti VALVE 1`� `_ __ 106.49 (P&AM) \I INV(18"OUT ) 847.70 _ r --__,_-��_�___---.------�- ---- -------------- - - - __ R-I50.00' �`: \ -- 'r I __ n-------- -_ -- - - _- --------=------------- ._- -a_3 , WATER/SAN. SEWER CROSSING..�.---- -- 'RE � d� \ .\,T" (SEE CROSSING NOTE.) CH S49 18 08 E .- � �. _ . _ _ n S8P 484a285.23'(P&AM) BASIS 35' INLET 56 S. 67'(Pc�AM) \ EX 6" SAN. SEWER SAN. MH '�'� UTILITY, DRAINAGE `° �ammm i` SERVICE TO REMAIN RIM=4%;5 ANDACCESS EASEMENT BEARINGS SAN.IGIHTE=485 .46 EXI V 24" O---- _-_ _._ INV(8"I\_46.49; INV 8"OUT-4846.44 (PLAT) 15',,,., fit'>I'FIf E.. RIM=4858.90 ( )=4847.41 LOT % ----- _ - - �- - = .,.-------- -. R=I50.00' _ _ ---.---:------ --- --- -----.-------- -- -- _V(B��IN = 85; INV(8"OUT)=4847.45 �\ IN ) 4847 ;. - -- --- -a- - ----------- x , .m CONTAINING 154,090 SQ. FT. OR 3.54 ACRES MORE OR LESS -, F - j3 \ I \ ' . ,C(OWNER: CARBON VALLEY LUTHERAN HURCH)D=3902457„ jLCI I. IE fit: C1I=S70°05'3611P ------------ - - - - - - - --- = - - - _--- =- I v o EX SAN. MH -- ---- ---- - ' ----_- _ =--� I a --� ---- ------ - - I 1CR�\ } 101.1 T(P&AM) - - - - - - ?-i- - - - - -., ---=-- ---- I- o EX. WA TER METER TO r ®®-®®- -_'--- --- -- i �- o� RIM=4854.43 (( � ( I.1t1 I f INV(8"IN)=4845.80 w --- __ _ 44 - -.C\j CD INV(8" OUT)=4845.59 r -= _: _� I __- s v a I, c� C `� I- 1 _ I 00 / j � � I'XI c 44 VICE c LO \ .%z WATERSQ_ Lcriyt 44 FROM METER TO BUILDING \ TO REMAIN ' T -- I vv I � �CD DD WNSP6 UT DRAIN PIPE NOTES: -- - -..4-j_..--- - CD �a d k I I CC MINIMU SIZED PIP '% I _ :" " ' d �� ' v a ES ARE SHOWN. 8 10 I k � 90° ELBOW I I NV. =56.67 -- I AND 10 "-1 "CONCENTRIC FITTINGS SHALL � ' - ` _ BE INSTAL�ED IMMEDIATELY UPSTREAM I III I I I I=I / I1 f I eIh •m-_.,_ _ ' t ti - I I( 1(J p l/y�1 py' /%/TPI )pLG1RS I OF THE TE FITTING.I I III ; ! I ?' I 1 it API # OS-123- JO503 PA ° .. a +' I I° s ' ' I ( ) \- UNIFORM 1 "PVC PIPE MAYBE USED I , '' I PR 8" (MIN) PVC TO DRAIN d ' .J ° ' ihl '-''�'I "IIf" • `4 . 6 ° INSTEAD OFIINCREMENTAL SIZES. , ROOF DOWNSPOUTS ^ '' d '_' s a ' I' j A lV - ALT OPTION, USE HYDRAULICS UIV. NDS I i. :. ),ILIB n IL- a D URA OPE CHANNEL DRAIN IN PLACE OF . ' " . k, f d i -� ='� . I 1= I _ t -.. PVC DO I . j w_., ,_ t« ; <f� 1 WN POUT DISCHARGE PIPE., _ P I _ I wk, 6" PVC PYI?E I. v i - SER VICE TEE INV. =56.46 sLL ' I LINE. L=175' I a , �_� 11� 1 I k LiJ I Ib 90° BEND w/ CONCRETE PR 10" MIN P `A \A ( ) VC TO DRAIN •\ I THRUST BL0CK ROOF DOWNSPOUTS 30, UTILITY DRAINAGE I r A ACCESS ti 4 W r1 _ 4 t I x TEE INV. =S6.25 I �t \ i q`�: ; o, I I I w � AND SS EASEMEN t (PL T 11 t I' ZD PR. STORAGE SHED 4$5 _. _. _ �, I �: I� \ ,NN 4 FFE=4858.75 ' tLLJ - 58.33 I g d k \ GRADE NEW SWALE FOR75 \\ I I _ _ I _ ° ,-I I( DRAINAGE FROMBUILDING �..�. � _.,..._ _.. _w."t .d . a. �. s � �,. ��. _ . � I �*I P OIL/GAS WELL SETBACK 4' `�=--____ .- - �' `,_ ' °C x 5s . 75 6„ P VC FIRE I ° s t _ C\J t I PR 12 (MIN) PVC TO DRAIN �� _ __ I I SER VICE a SO' RADIUS BASED``ON FIELD- '� ' , ° P . - 1'------- co i z a`' LINE. L= ' s . ° ROOF DOWNSPOUTS I i �� I i I , o I, I.. I U I I i MEASURED LOCATIONtOF W LL ° 19 ` 5a..�5. ' ' ° 58.4� i CARBON VALLEYL IUTHll1 I I t I N CHURCHd °4858 ° ' � a 10916 C I MARRON STREET d ` ° BLDG . FF = 4858.85 t PI" A' 'f>' \m om q... •° I -- - -----J I L / 'i8.19 d. .,�8'.48 �X I I-- t.-®®_ y INV S6 04-�- - - 4858 TEE I sPR EIGHT REGULAR PARKING SPACES I' ONE FOR TRASH) _-v - - __ . '------------- - - - - _� r ".._�---------- _ - _ Iry --- - - L--- -w --=--- _- _ r ', - '_ 3 -----=-- - - - - - - - - - - - -1 {trE < I,1�,'d:_ SSARY, RELOCATE ------- ------- --•- RA I NAGS &UTILITY EASEMENT, PLAT -�} - -- -- - -~- ," t - - - - - - - - - EX. ELECTRICAL BOX. -------- --- x - -- ------------------- - - - - -- - .. i- ---==----------------------_--_ - -----_ - - ------- _ - -._ . (.E_ ��i�1 r_� I' . I 35 01 E ., 596.98 (R&C . I .: I - - _ ,.._. _ _ ------ N89° 35 01 ---- 1'/'r t 1/',`.' ,/Sr- _ i� OUTLOT I598:48 (AM) ICI 1(254. 6 (R&( BOOTH FARMS _ (SE ( ['1 i I SECOND FILING, FIRST REPLAY OWNER: CIMARRON POINTE CONDOS UNIT VALLEYCARBON OWNERS NAME OF APPLI - CATION: Carbon NUMBER:TYPE OF SUBMITTAL:DEVELOPM ENT PLAN FILING NUARY _00 REVISION DATE: `R1.1 REVISION DATE: 2020 REVISION DATE: M�AY 8,2020 DATE:REVISION DATE: REVISION 4615968 08/04/2020 10.33 AM Page 4 of 14 INAL DEVELOPMENT PLAN --------------=-------=------- —--------------=------=---=-=--- ---- ",CARBON VALLEY LUTHERAN CHURCH _w____w_ _w_ — EXISTINF''HONEYLOCOST, LANDSCAPE PLAN I v • \ 2.5" CALMER ,; I � � � ��.� \ I I EXISTING \ EXISTIN HONEYLOC ST I EXISTING 4' HT. PVC EXISTING A I AN____ BAN � . RST ��sT ToWn of Firestone Weld County, State of Colorado ING EXISTIN HONEYLOCI�4T--- -- -- -- - -- -- 5 CALIP 2" CALIP R I ------- _ 2 YLOCU \�� \ -- �--- -- ---=---------- ___ HONE ST � r EXISTIN PONDEROS o I I 8° " C�QLIPER SHEET 4 OF 12 PINE 8' H f ab $o c o �� �`l'Q� EXISTIN �� A EXISTIN ASPEN I , X 8 $ $ v HONEYLOCU �� AA -Jw w w w w w w w w w w $i° 12" CALI ER - u �5"�CALI�PE\R ° . �TIN� EXISTIN ASPEN HONEYLOCU LIPER3.5"CALI ER ,-------.--------------- _ 5"CA °u uEXISTIN AUSTRIAN -$° PINE 14' EIGHT \• \ EXISTING REMOVE EXI TING ROCK COVE AND FABRIC BET EEN CURB AND SIDEWALK A D DISPOSE O OFF SITE I Z � 0 00 o 00 U w E r w w w w w w w w w w w w w X " X "I\ eQ HONEYLOCU �\ ' I $° I w w w w w w w w w w w w w w w w w w w ER ° G .at \ w 8I \ \ � " CA \ � LIP � $ w w w w w w w w w w w w w w w w w w w w 80 IN EXIST $° 8 1 w l w w w w w w w w w w w w w w w f w;; w w \.� w w+ \ `\ EYLOCU \\ \\ $° I I� 2.5" PER 80 I I w,.:` w w w w w w w w w w w w w w w .wwwwwww w8°\� PEXISISTING 4 - ---_--_-_- _% i � 80 ENCECOTTONWOOD ----- ------- ---------------------------a --.-- .� $° I w w w w w w w w w w w w w w 12�'CALIPR w w w w w w \y w o s� \ XISTING--- -----' ING I I ° I(I I�PPLE$So X-QOTTONWOOD� w \ALI EXISTING CRABAPPEXIS N _ 8° P n ni I o I I \ \ $o ��. 3.5" CALIPER CRA TIC EXISTING �� ' II I I` w w w w w w w w w w w w w w w w w w �: =\ 6" CALIPER CRABAPPLE \ L CRABAPPLE (3) ACE HOT $° 6" CALIPER I $o (II \ Al- CALIPER Cal. EXISTING 4' HT. PVC 15" j I ..1 \ \w '`— RAIL RENCE EXISTING MAPLE EXISTING MAPLE • I 6" CALIPER •, I 6" CALIPER I 'l .: ;' � •: w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 'w -... _, � - =- - -- _-�--�-- - -- --- �-- - - - -• - - I. •: w w w w w w w w w w II I I II °w w w 8o $ov EISTNG o _ - - HONEYL CUST w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w ww w w w w w w w w w w w w\w w w w w w w w0 EXISTING RIVER$° �1�" CALIER $o $° ROCK TO REMAIN °$° 8oUNDFEN E- 4 HEI HT ( # , AMEf315TAR MO�ITAG� PLUS PP� - — — — — — — — — — — X- — L -- ----- ------- II w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w o -- -- - - I — — — 0 0 )lam ► A ----------------- 1 1 MAJESTIC STYLE BLACK TUBULAR 8 $ �� I I f III w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 5 gal I l EXISTING RIVER SThL ftNCE (REF§R TO LANMCAPE 8° Ro Q� Ro o_ ° o_� -- II-�=-� ! ROCK TO REMAIN EXISTING EXISTING EXISTING SPRUCE 12' HT. SPRUCE 10' HT. SPRUCE 12' HT. EXISTING I II FLOWERING FEA41 2.5" CALIPERI f f EXISTING RIVER EXISTING RIVER I I I ROCK TO REMAIN ROCK TO REMAIN I EXISTING I 11 FLOWERING PIIlEARl 2.5" CALIPER I l �"I MIS GRA 19a� I I PIC FA2 (I G, Htl 1 PIN CO2 (I) I I I gal oua��oo° uo°ouo� ao' °000a voou�o�u000 II i all I' ° a 9 I :.:; :, •• .� h II w w � w w w w w w w w w w w w w w I °, o a p a a ° .. n. .. TOP DRESS ANY BARE AREAS WITH 1. .. °��a� $ a ° $� ° EXISTING L,. p° 8° °� °°°°° �. I al a °o a ° o 0 0° ° o' ° ° o' ° °o o °o g �g ems© �� . b b�. �° °° �o :°�° ��° �� w w w w w w w w w w w w w w w w w ° O o° ° oo °oo°.°°oa Qo° ° ° op. o°.° o° o o° °°a° ° on o° <.... �.. HAWTH "RN -: " SPECIFIEDIIROCK WITHIN EXISTING 1 :..'., .•I'':. 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I ': '...:...'..'•.I I w w w w w w w w w w w w w w w w w w w w w w w w w w w � d' I 5 ---- I`,I a. gal I :I'l w w w w w w w w w w w w w w w w w w w w w w w w w w w I 11 I 2 ) ROS C52 EXISTING I.' $° I I CRABAPPLE I 1 5 gal 611CALIPER w w w w w w w w w w w w w w w w w w w w w w w w (4) JUN BUF EXISTING CRABAPPLE 6" CALIPER l 0 Z v I I I II I EXIST NG NON -IRRIGATED ° I 9a EXISTING E ISTING f I I1 w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w fd °. ' I $o ' .1 I NA IV G SS TO BE RE OVED r s < ° l ® I I (2) VIB MUF COTTONWOOD C�T CALIPER I I I I w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w a I 6" CALIPER 10' CALIPER I. I :. .I ..• .� I d a 'I gal 1 5 I , ..• ,. I � w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w . ° I t w w w w EXISTING 4',HT. PVC,w w w w w w w w w w w w w w w w w w w w w &xISTINQ 4' HT.IPVC w a S a s e l I,I (G) SPI FLAII -' I. : - ;.: -:I I RAIL RENCE EXISTING d a I o RAI ENC d' w w w w w w w w w w w w w w w w w w w w w w w RAILRE w w A. . .:EXISTING N- N-IRRIGATED o •' � O al 15 ; ....:.::.:•�. � 8 EXISTING N8N-IRRIGATED � : �d• - g ,; $ FLOiNERINPLUM II NATIVE T BE REMOVED I ATIVE RASS BE MOVE V GRASS 10 0 I . w w w w w w �� w w w w w w w w w w w �I ,G SA RC {d• w w w w w w w w w w w w � `7 CALKER I � 8 I 2 GOT RQ2 I I; _ , I I I ;I EXISTING SERVICEBEf�RY 1.5" CALIPER I I EXISTING SERVICEBERRY I 1.5" CALIPER II I EXISTING S 12RY I 1.5" CALI➢ ! I EXISTING RIVER ROCK TO REMAIN \ ACE HOT (I) 1 .5" Cal. PIN CO2(I)I 5 gal I I� 4 $° �\� o po ,`� o , � --:. ®, 0 5 EXISTING f#IVER 8 0 8 o o g 0 9 o IL------------------1-----`----=-------------� $° I 8° s $° $° $ 8° $ 0 8° o ° 8° • °� 8° •ia4ttF ROCK TO fEMAIN I ------------------------------- $o $o o o ----------------------;- - P------------------ `,------- --- - -- - ° EXISTING RIVER -- -__-_ __ ----------------------- ------------- ---------- $ __ _ 8 - -- --...-------------....---_-..- __. - -------- -- - 5 al . - - - .• ---------------- 9 ___ ex1sTlNG9LUEGRASS- - - - - - - - - - I " 1 EXISTING EXISTING EXISTING EXISTING ---EXISTING -----`------ ------'---- ---� r---------------------`---------=------'------'------------------------- ---=--=-_- ROCK TO REMAIN I - - - - - - - - - - - - - EXISTING BLUEGRASS EXISTING EXISTING _EXLUNG_BLUEGRASa I -I - - - - -EXISTING EXISTING EXISTING EXISTING EXISTING -� $° 80 TO REMAIN I I - RAwTFIORN - - -TO REMAIN - - - - - - - - -CRABAPPLE- - - - -eRABAPKE--HAWH6RN--F{AVffHORN--p�>RN- -REDBOD - T T VANDERWQLF- - --VANDERWOLP- - - - VANDERWOLF- - - - VANDERwOLF- - EXISTING BLUEGRASS _L L - - - - - - - - - - - - - - - - - - - TO REMAIN �PRtiC� - - - - - - - I� I U - MULTI -STEM MULTI -STEM MULTI -STEM MULTI -STEM MULTI —STEM MULTI -STEM I I PINE 20' HT. PINE 20' HT. PINE 20' HT. PINE 20' HT. 16' HT. TO REMAIN I I Il E� TM (Tl7QE R�IEIOV�Dr I I I REMOVED) CARE I 1.1 I I I I II , LANDSCAPE PLAN SCALE: 1" = 20' L I i I 1K P.O. Box 354 Palmer Lake, CO 80133 (719) 640-9428 (719) 358-2559 fax jwlandarch@gmail.com I ,1 I I. 1 I I I I I I� I I I 1 l � I\ I 4615968 08/04/2020 10.33 AM Page 5 of 14 SOIL PREPARATION NOTES 1. PROPOSED'LOW GROW' SEEDED AREAS: ALL'LOW GROW' SEEDED AREAS TO RECEIVE 3 CU. YDS. PER 1,000 SQ. FT. OF'TRI-MIX 1' (C&C SAND) INCORPORATED INTO EXISTING SOIL AND ROTO-TILLED TO A 6" DEPTH. SEEDED AREAS ARE ALSO TO RECEIVE 0.8 LBS. PER 1,000 S.F. OF NITROGEN IN LATE SPRING, 0.8 LB. OF NITROGEN PER 1,000 S.F. IN MID -SUMMER, 0.8 LB. PER 1,000 SQ. FT, OF NITROGEN IN LATE SUMMER, AND 0.8 LB. OF NITROGEN PER 1,000 S.F. IN LATE FALL. 2. PROPOSED 'PRAIRIE MIX' NATIVE GRASS AREAS: ALL'PRAIRIE MIX' NATVE SEEDED AREAS TO RECEIVE 2 CU. YDS. PER 1,000 SQ. FT. OF'TRI-MIX 1' (C&C SAND) INCORPORATED INTO EXISTING SOIL AND ROTO-TILLED TO A 6" DEPTH. 3. PROPOSED TREES AND SHRUBS: ALL PROPOSED TREES ARE TO BE BACKFILLED WITH A MIXTURE OF'BIOCOMP' SOIL AMENDMENT AND IMPORTED GRADE A TOPSOIL (C&C SAND). REFER TO PLANTING DETAILS. INITIAL PLANTING STOCKPILED TOPSOIL SHOULD BE SPREAD EVENLY OVER ALL AREAS TO RECEIVE NATIVE SEED. SEED BED IS TO BE WEED -FREE. SPECIFIED SOIL AMENDMENTS SHOULD BE SPREAD AND INCORPORATED INTO TOP 6" OF SOIL. SEED BED IS TO BE RAKED SMOOTH AND FREE OF DEBRIS LARGER THAN 1" IN DIAMETER. ANY AREAS THAT THE CONTRACTOR BELIEVES TO BE SUSCEPTIBLE TO EROSION ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER AND/OR GENERAL CONTRACTOR PRIOR TO SEEDING, THE SPECIFIED SEED MIX IS TO BE APPLIED BY DRILL SEEDING, HYDRO -MULCHING OR BROADCAST SEEDING AT THE RATE SPECIFIED RAKING INTO TOP W TO OF SOIL. SEED IS TO BE APPLIED BETWEEN APRIL 15 AND SEPTEMBER 15. SEED SHALL NOT BE SOWN IF GROUND IS IN A FROZEN STATE. CONTRACTOR IS TO PROVIDE INCIDENTAL WATERING OF ALL SEEDED AREAS THREE TIMES A WEEK DURING GROWING SEASON FOR A MINIMUM OF 8 WEEKS, OR UNTIL ESTABLISHED AND MEETING COVERAGE REQUIREMENTS. SPECIFIED FERTILIZER IS TO BE PROVIDED 3 WEEKS AFTER SEEDLINGS EMERGE. MOWING MAY BE NECESSARY DURING THE FIRST GROWING SEASON TO KEEP INVASIVE WEEDS FROM SETTING SEEDS. CONTRACTOR IS RESPONSIBLE FOR KEEPING BROADLEAF WEEDS UNDER CONTROL FOR 12 MONTHS AFTER INITIAL SEEDING AND IS ALSO RESPONSIBLE FOR OVER SEEDING BARE AREAS UNTIL SPECIFIED NATIVE GRASSES COVER ALL AREAS AND AREAS WITHOUT SPECIFIED NATIVE GRASS DO NOT EXCEED 12" X 12". OVER SEEDING SIX WEEKS AFTER THE INITIAL SEEDING DURING THE FIRST GROWING SEASON AND/OR DURING THE SPRING OF THE SECOND GROWING SEASON CONTRACTOR IS TO REPAIR ANY ERODED AREAS AND OVER SEED ALL BARE NATIVE GRASS AREAS. CONTRACTOR IS TO USE SPECIFIED SEED MIX BY BROADCAST AND RAKING INTO TOP W TO'/2' OF SOIL. INCIDENTAL WATERING IS TO BE PROVIDED TO ESTABLISH OVER -SEEDED AREAS. SPECIFIED FERTILIZER IS TO BE APPLIED 3 WEEKS AFTER SEEDLINGS EMERGE. BROADLEAF WEEDS ARE TO BE KEPT UNDER CONTROL BY MANUALLY PULLING OR CUTTING WEEDS OR SPRAYING OF BROADLEAF WEED HERBICIDE. HERBICIDE AND APPLICATION SHALL CONFORM TO ALL APPLICABLE LAWS OF THE STATE OF COLORADO AND MANUFACTURERS INSTRUCTIONS. GRADINIG / DRAIINAGE NO"OTES 1. LANDSCAPE CONTRACTOR IS TO VERIFY THAT ALL FINISHED GRADES COMPLY WITH GRADING PLAN PREPARED BY CIVIL ENGINEER. VERIFY THAT ALL SLOPES DRAIN AWAY FROM BUILDING(S) AND THAT DRAINAGE SWALES ARE CORRECTLY LOCATED AND CARRY WATER AS INTENDED. NOTIFY GENERAL CONTRACTOR PRIOR TO CONSTRUCTION IF STANDING WATER IS PRESENT (OTHER THAN DETENTION FACILITIES) OR IF SLOPES ARE NOT GRADED AS PER APPROVED GRADING PLAN. 2. LANDSCAPE CONTRACTOR IS TO LOCATE ALL DOWNSPOUTS AND DOWNSPOUT EXTENSIONS AND VERIFY THAT NO OBSTRUCTIONS ARE IMPEDING THE FLOW OF WATER AWAY FROM THE BUILDING. REMOVE SEGMENTS OF STEEL EDGING, AS NEEDED, WITHIN IO' OF BUILDING(S) TO ALLOW DOWNSPOUT DRAINAGE TO FLOW THROUGH LANDSCAPE BEDS. USE PERFORATED STEEL EDGING WHEREVER DRAINAGE WILL NOT FREELY FLOW THROUGH LANDSCAPE BEDS. IF DOWNSPOUT DRAINAGE IS FLOWING THROUGH WOOD MULCH BEDS CREATE A DRAINAGE SWALE 2' TO S WIDE USING 2" TO 4" RIVER ROCK OVER LANDSCAPE FABRIC. 3. LANDSCAPE CONTRACTOR IS TO PROVIDE TEMPORARY EROSION MITIGATION MEASURES FOR THE DURATION OF LANDSCAPE CONSTRUCTION AND THROUGH ESTABLISHMENT OF NATIVE GRASS. THIS INCLUDES PLACEMENT OF WATTLES AND/OR EROSION BLANKET WHEREVER DRAINAGE ERODES BARE SOIL AND RUNOFF CAN POTENTIALLY DAMAGE NEIGHBORING PROPERTIES. LANDSCAPE LEGEND AND PLANTSCHEDULE LANDSCAPE DETAILS & NOTES Town of Firestone, Weld County, State of Coloradat SHEET 5 OF 12 PROP05ED PLANT SCHEDULE TREES CODE CITY BOTANICAL NAME COMMON NAME SIZE TYPE ,,D ACE HOT 4 Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 1.5" Cal. B & B (3 GLE INE 3 Gleditsia triacanthos inermis ' Skycole• TM Skyline Thornless Honey Locust 2" Cal. B & B ell, • _ PIC FA2 2 Picea pungens ' Fastigata• Columnar Colorado Spruce 6' Ht. e PIN NIG 4 Pinus nigra Austrian Black Pine 6 Ht. B & B SHRUBS CODE CITY BOTANICAL NAME 0 ARO IRO 8 Aronia melanocarpa 'Iroquois Beauty' TM COT R02 3 Cotinus coggygria 'Royal Purple' ® JUN BUF 17 Juniperus sabina 'Buffalo' JUN GRA 2 Juniperus scopulorum 'Gray Gleam' 0 LIG VUL 3 Ligustrum vulgare 'Cheyenne' %J�`' PIC GL2 3 Picea pungens glauca ' Globosa' ki PIN CO2 7 Pinus mugo ' Compacta' WROS C52 2 Rosa x 'Carefree Delight' WROS OWT 6 Rosa x ' Iceburg' SPI G06 36 Spiraea japonica ' Goldflame' ( SPI FLA 13 Spiraea japonica 'Neon Flash' • SYR PRE 8 Syringa x prestoniae 'Donald Wyman' 0 VIB MUF 7 Viburnum dentatum 'Blue Muffin' GRASSES CODE CITY BOTANICAL NAME CAL VA3 129 Calamagrostis arundinacea brachytricha MIS GRA 20 Miscanthus sinensis • Gracillimus' CODE CITY BOTANICAL NAME HEM ORO 5 Hemerocallis x 'Stella de Oro' IRI CEA 3 Iris sibirica 'Caesar's Brother' COMMON NAME SIZE TYPE Dwarf Black Chokeberry 5 gal Royal Purple Smoke Tree 5 gal Buffalo Juniper 5 gal Gray Gleam Juniper 5 gal Cheyenne Privet 5 gal Globed Colorado Blue Spruce 5 gal Dwarf Mugo Pine 5 gal Carefree Delight Rose 5 gal Iceburg White Rose 5 gal Goldflame Spirea 5 gal Neon Flash Spirea 5 gal Donald Wyman Lilac 5 gal Blue Muffin Arrowwood Viburnum 5 gal COMMON NAME SIZE Korean Feather Reed Grass 1 gal Maiden Grass 1 gal COMMON NAME SIZE Stella de Oro Daylily 1 gal Caesar's Brother Siberian Iris 1 gal LEU SI4 4 Leucanthemum x superbum 'Silver Princess' Snowlady Shasta Daisy PEN HUS 6 Penstemon digitalis 'Huskers Red' Husker's Red Penstemon SAL MA2 15 Salvia nemorosa 'May Night' May Night Salvia 1 gal 1 gal 1 gal wt WLA n L n s M Autirieo Lc P.O. Box 354 Palmer Lake, CO 80133 (719)640-9428 (719) 358-2559 fax jwlandarch@gmail.com -on ilk,I&IT e A-M II s EXISTI'NG EVERGREEN TREE TO REMAIN 4' tj EXISTING DECIDUOUS TREE TO REMAIN ® EXISTING TREE TO BE REMOVED 0, 1 r", S I-%, A LANU UAPE MATERIAL LEGEOND O 80 8° 8- 8° 80 1.5" DIAMETER BLUE GRAY RIVER ROCK, 3" DEPTH OVER LANDSCAPE FABRIC 80 8� go 1/2" MINUS DIAMETER DECOMPOSED GRANITE, 4" DEPTH OVER LANDSCAPE FABRIC A A A GORILLA HAIR WOOD MULCH, 3" DEPTH A ARTIFICIAL TURF IRRIGATED'LOW GROW' SEED It, 41 W NON-IRRIGATED'PRAIRIE MIX' SEED ROLLED -TOP STEEL EDGING 12" WIDE CONCRETE EDGING 4615968 08/04/2020 10:33 AM Page 6 of 14 PLAIN'TINIG NOTES: 1. DO NOT REMOVE OR CUT LEADER. 2. PRUNE ONLY DEAD OR BROKEN BRANCHES AND WEAK OR NARROW CROTCHES. 3. DO NOT REMOVE LOWER LIMBS AND SPROUTS FOR AT LEAST TWO GROWING SEASONS. 4. KEEP PLANTS MOIST AND SHADED UNTIL PLANTED. 5. DO NOT FERTILIZE FOR AT LEAST ONE GROWING SEASON. 6. WRAP TRUNK ON EXPOSED SITES OR SPECIES WITH THIN BARK. USE ELECTRICAL TAPE NOT TWINE. WRAP OCTOBER 15 AND REMOVE BY MARCH 31. ivi uv. ivu N. T TREE PLUMB, STAKE UP TO 3" CALIPER TREES WITH 2 POSTS ON E LEEWARD AND WINDWARD SIDES; STAKE TREES OVER 3" CALIPER TH 3 EVENLY SPACED POSTS. USE NYLON STRAP WITH GROMMETS LOW MIDPOINT OF TREE. TIGHTEN #10 GUY WIRE BY TWISTING. OTECT BRANCHES FROM TOUCHING WIRE. ALLOW A SLIGHT SAG R SWAY. PROVIDE FLAGGING TAPE WITH MINIMUM 6" HANG. SET 4KES IN MINIMUM 18" FIRM SOIL. DVIDE 12" LENGTH ORANGE FLUORESCENT FLAGGING ON ALL WIRES R SAFETY. LINK FLARE MUST BE VISIBLE AT TOP OF ROOTBALL. POSITION ROOT 1RE AT GRADE kNT TOP OF ROOTBALL 270 3" ABOVE FINISH GRADE DIAMETER WOOD MULCH PLANTING RING, 4" DEPTH USING :_CIFIED MULCH. PROVIDE 6" HT. PLANTING RIM FOR TREES IN lNTING BEDS. PROVIDE SAUCER ON DOWNHILL SIDE ON SLOPES. PLANTING RIM FOR TREES IN IRRIGATED TURF GRASS. DEEP TER AT PLANTING. )CARIFY SIDES OF PLANTING PIT. ROOTBALL SHALL REST ON :IRM, UNDISTURBED SOIL. BACKFILL MIXTURE SHALL CONSIST OF 'HE FOLLOWING: 25% NATIVE TOPSOIL, 25% IMPORTED TOPSOIL, 10% BIOCOMP COMPOST. UT AND REMOVE ALL BURLAP AND WIRE BASKETS FROM TOP 1/2 F ROOTBALL. REMOVE ALL TREATED, GREEN BURLAP. AFTER REE IS POSITIONED, REMOVE ALL TWINE, ROPE, PLASTIC, AND RUBBER. NOTE: ALL TREE STAKES AND WIRES ARE TO BE REMOVED FROM SITE ONE YEAR AFTER INSTALLATION. Deciduous Tree Planting Detail, NOT TO SCALE NOTES: 1. DO NOT REMOVE OR CUT LEADER. 2. PRUNE ONLY DEAD OR BROKEN BRANCHES AND WEAK OR NARROW CROTCHES. 3. REMOVE ANY DOUBLE LEADER, UNLESS OTHERWISE DIRECTED BY OWNERS REPRESENTATIVE. 4. KEEP PLANTS MOIST AND SHADED UNTIL PLANTED. 5. AVOID FALL PLANTING IF POSSIBLE SET TREE PLUMB, STAKE 6' HT. TREES AND SMALLER WITH 2 POSTS ON THE LEEWARD AND WINDWARD SIDES; STAKE TREES OVER 6' HEIGHT WITH 3 METAL ANGLE IRONS, PLACED 120 DEGREES APART, USE NYLON STRAP WITH GROMMETS BELOW MIDPOINT OF TREE. TIGHTEN #10 GUY WIRE BY TWISTING. PROTECT BRANCHES FROM TOUCHING WIRE. ALLOW A SLIGHT SAG FOR SWAY, PROVIDE FLAGGING TAPE WITH MINIMUM 6" HANG. SET STAKES IN MINIMUM 18" FIRM SOIL. TRUNK FLARE MUST BE VISIBLE AT TOP OF ROOTBALL. POSITION ROOT FLARE AT GRADE PLANT TOP OF ROOTBALL 2" TO 3" ABOVE FINISH GRADE PROVIDE 12" LENGTH ORANGE FLUORESCENT FLAGGING ON ALL WIRES FOR SAFETY. 48" DIAMETER WOOD MULCH PLANTING RING, 4" DEPTH USING SPECIFIED MULCH. PROVIDE 6" HT. PLANTING RIM FOR TREES IN PLANTING BEDS, PROVIDE SAUCER ON DOWNHILL SIDE ON SLOPES. NO PLANTING RIM FOR TREES IN IRRIGATED TURF GRASS. DEEP WATER AT PLANTING. SCARIFY SIDES OF PLANTING PIT. ROOTBALL SHALL REST ON FIRM, UNDISTURBED SOIL. BACKFILL MIXTURE SHALL CONSIST OF THE FOLLOWING: 25% NATIVE TOPSOIL, 25% IMPORTED TOPSOIL, 50% BIOCOMP COMPOST. CUT AND REMOVE ALL BURLAP AND WIRE BASKETS FROM TOP 1/2 OF ROOTBALL. REMOVE ALL TREATED, GREEN BURLAP. AFTER TREE IS POSITIONED, REMOVE ALL TWINE, ROPE, PLASTIC, AND RUBBER. NOTE: ALL TREE STAKES AND WIRES ARE TO BE REMOVED FROM SITE ONE YEAR AFTER INSTALLATION. Coniferous Tree Planting Detai- NOT TO SCALE ro, on N __ - 'HURCH ,,ARou VALLEY LUTHERAN U' KEEP PLANTS MOIST SHADED UNTIL PLAN FOR ROOT -BOUND PI SCARIFY SIDES OF R+ WITH 4 TO 5 VERTICA UNDISTURBED SOIL FOR BALLED AND BU SHRUBS: CUT AND RI=MUvt BURLAP FROM THE TOP 1/2 OF ROOTBALL. REMOVE ALL WIRE. 2" TROWELED RADIUS — ALONG EXPOSED EDGES LANDSCAPE i NOTES I -own of Firestone, Weld County, State of Colorad* SHEET 6 OF 12 PLANT TOP OF ROOTBALL 1" HIGHER THAN FINISHED GRADE. SET SHRUB VERTICAL. REMOVE ALL PACKAGING. 3" DEPTH SPECIFIED WOOD MULCH. ALL SHRUBS TO HAVE 18" DIAMETER WOOD MULCH RING. ALL ORNAMENTAL GRASSES TO HAVE 12" DIAMETER WOOD MULCH RING. BACKFILL MIXTURE: 25% NATIVE TOPSOIL, 25% IMPORTED TOPSOIL, 50% BIOCOMP COMPOST hru I ntin tit SCALE: NOT TO SCALE 3000 PSI STANDARD GRAY CONCRETE FINISH GRADE OF NATIVE 1211 WITH LIGHT BROOM FINISH SEED AREA OR TOP OF (2) #4 HORIZONTAL REBAR GRAVEL BED _ _ _ '-IIITi 1-1II-IIII _ ARTIFICIAL TURF a i (I AND SUB -BASE JUMPING JACK COMPACTED NATIVE SOIL oncrete Edging ® SCALE: NOT TO SCALE 4� AMERISTAR FENCE PRODUCTS - MONTAGE PLUS PPP (POOL, PET, AND PLAY) 4' HEIGHT MAJESTIC STYLE BLACK TUBULAR STEEL FENCE INSTALL PER MANUFACTURE'S INSTRUCTIONS Playground Fencing .me_... SCALE: NOT TO SCALE G_" " E NE R A L NOOTES 1. ALL REFERENCES TO 'CONTRACTOR' REFER TO LANDSCAPE CONTRACTOR, UNLESS OTHERWISE NOTED. 2. CONTRACTOR IS RESPONSIBLE FORGETTING ALL UTILITY LOCATES PRIOR TO STARTING ANY WORK ON SITE AND ALSO MAINTAINING UTILITY LOCATES FOR THE DURATION OF CONSTRUCTION. 3. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL LANDSCAPE SHOWN ON THIS PLAN. ANY DEFICIENCIES OR DEVIATIONS FROM THIS PLAN ARE TO BE APPROVED BY OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. ANY CHANGES FROM THE APPROVED PLANS MAY REQUIRE APPROVAL FROM THE CITY OF FIRESTONE PLANNING DEPARTMENT AND MAY DELAY COMPLETION OF PROJECT. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF MATERIALS NEEDED TO COMPLETE THIS PLAN IN THE FIELD. NOTIFY OWNER'S REPRESENTATIVE OF DISCREPANCIES BETWEEN THE DRAWINGS AND CONDITIONS IN THE FIELD. SUBSTITUTIONS OF LANDSCAPE MATERIALS ARE NOT ALLOWED WITHOUT APPROVAL FROM LANDSCAPE ARCHITECT GIVEN PRIOR TO INSTALLATION. NOTIFY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION IF LANDSCAPE MATERIAL LOCATIONS NEED TO BE ALTERED DUE TO ON -SITE CONDITIONS. 5. CONTRACTOR IS TO PROVIDE A ONE YEAR WARRANTY ON ALL PLANT MATERIALS, IRRIGATION COMPONENTS, NATIVE GRASS, AND WORKMANSHIP. CONTRACTOR IS TO PROVIDE OWNER WITH WARRANTY CONDITIONS AND COMMENCE WARRANTY PERIOD UPON FINAL ACCEPTANCE OF LANDSCAPE INSTALLATION. 6. THE OWNER OF THIS PROPERTY AND ANY FUTURE OWNERS SHALL BE RESPONSIBLE FOR THE PROPER LANDSCAPE AND IRRIGATION MAINTENANCE OF THIS SITE. MAINTENANCE OF THIS SITE INCLUDES, BUT IS NOT LIMITED TO, IRRIGATION INSPECTIONS AND ADJUSTMENTS, IRRIGATION SYSTEM SHUT DOWN AND START UP, IRRIGATION COMPONENT AND LEAK REPAIR, LANDSCAPE WEEDING, MOWING, SEEDING, FERTILIZATION, WOOD MULCH AND ROCK COVER REPLACEMENT, PRUNING, AND PLANT MATERIAL REPLACEMENT. 1. FINE GRADING TO BE PERFORMED BY LANDSCAPE CONTRACTOR TO REFLECT FINISHED GRADES SHOWN ON THE PROJECT GRADING PLANS. ALL FINISHED GRADES ARE TO HAVE A MINIMUM 1 % SLOPE. CONTRACTOR IS TO REPORT POOR DRAINAGE CONDITIONS OR ANY GRADES IN LANDSCAPE AREAS LESS THAN 1 % TO GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT PRIOR TO LANDSCAPE CONSTRUCTION WORK. FINISHED GRADES SHALL BE FREE OF WEEDS AND FREE OF DEBRIS AND ROCKS GREATER THAN ONE INCH. 2. CONTRACTOR IS TO PROVIDE FINAL GRADES ADJACENT TO HARDSCAPE SURFACES AT THE FOLLOWING SPECIFICATIONS: 2" BELOW TOP OF CONCRETE FOR ALL WOOD MULCH AND ROCK COVER BEDS. 1" BELOW TOP OF CONCRETE FOR SEED AREAS. CONTRACTOR IS TO COORDINATE THESE GRADING SPECIFICATIONS WITH GENERAL CONTRACTOR AND/OR WHOEVER IS PROVIDING ROUGH GRADING. FINAL FINISHED GRADES IN ALL LANDSCAPE AREAS ARE TO BE ESTABLISHED USING ON -SITE STOCKPILED TOPSOIL. EXISTING SOIL, MULCH, AND/OR ROCK IS TO BE REMOVED AS NECESSARY TO CREATE FINISHED GRADE 2" BELOW TOP OF CONCRETE ADJACENT TO CURBS AND SIDEWALKS FOR A MINIMUM 2' WIDTH TO ALLOW FOR PROPOSED ROCK COVER AND MULCH. 3. ROCK COVER AREAS TO CONSIST OF 1.5" DIAMETER BLUE GRAY RIVER ROCK, 3" DEPTH SPREAD OVER LANDSCAPE FABRIC. LANDSCAPE FABRIC TO CONSIST OF'DEWITT' WEED BARRIER PRO, 3 OZ BLACK WOVEN POLYPROPYLENE FABRIC. FABRIC TO OVERLAP 6" MINIMUM AT ALL SEAMS. 6" STEEL ANCHOR PINS TO BE INSTALLED 6' O.C. MAX. CONTRACTOR IS TO TOP DRESS ANY BARE AREAS WITH SPECIFIED ROCK WITHIN EXISTING ROCK COVER BEDS TO REMAIN. 4. DECOMPOSED GRANITE AREAS TO CONSIST OF 1/2" DIAMETER MINUS DECOMPOSED GRANITE, 4" DEPTH SPREAD OVER LANDSCAPE FABRIC. EXCAVATE ENTIRE AREA TO 4" DEPTH. LANDSCAPE FABRIC TO CONSIST OF'DEWITT' WEED BARRIER PRO, 3 OZ BLACK WOVEN POLYPROPYLENE FABRIC. FABRIC TO OVERLAP 6" MINIMUM AT ALL SEAMS. 6" STEEL ANCHOR PINS TO BE INSTALLED 6' O.C. MAX. 5, GORILLA HAIR (PIONEER SAND) WOOD MULCH, 3" DEPTH IS TO BE PROVIDED WHERE SPECIFIED ON PLAN. WOOD MULCH IS ALSO TO BE PLACED AROUND BASE OF OF ALL PLANTINGS. REFER TO PLANTING DETAILS. 6. PROPOSED ARTIFICIAL TURF AREAS TO CONSIST OF DUPONT FOREVERLAWN 'SELECT HD' LAID OVER AGGREGATE BASE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 7. ALL PROPOSED SEED AND PLANTING BEDS ARE TO BE ROTO-TILLED TO A 6" DEPTH AND SOIL AMENDMENTS ARE TO BE INSTALLED ACCORDING TO SOIL PREPARATION NOTES BELOW. LANDSCAPE BEDS ARE TO BE RAKED SMOOTH AND FINISHED GRADES ARE TO BE ESTABLISHED AND VERIFIED TO THE TOLERANCES LISTED ABOVE PRIOR TO PLANTING. PLANT MATERIALS ARE TO BE INSTALLED USING ADDITIONAL'BIOCOMP' SOIL AMENDMENTS. REFER TO PLANTING DETAILS FOR PLANTING SOIL RATIOS. 8. ALL AREAS SHOWN AS 'LOW GROW' TO BE SEEDED WITH 'LOW GROW NATIVE SEED MIX' (PAWNEE BUTTE SEED, INC.) BY BROADCAST AND RAKING AT A RATE OF 2 LBS. PER 1,000 SQ, FT. REFER TO NATIVE SEED ESTABLISHMENT SPECIFICATION FOR MORE DETAILED INSTRUCTIONS. 9. ALL AREAS SHOWN AS'NATIVE SEED' TO BE SEEDED WITH'NATIVE PRAIRIE MIX' (PAWNEE BUTTE SEED, INC.) BY DRILL SEEDING AT A RATE OF 1 LB. PER 1,000 SQ. FT. REFER TO NATIVE SEED ESTABLISHMENT SPECIFICATION FOR MORE DETAILED INSTRUCTIONS. 10. STEEL EDGING IS TO CONSIST OF 14 GAUGE PERFORATED GALVANIZED ROLLED -TOP STEEL EDGING. EDGING IS TO BE USED TO SEPARATE SOD AND ROCK COVER AREAS, UNLESS OTHERWISE NOTED ON PLAN. EDGING IS TO BE PARTIALLY BURIED SO THAT HALF OF EDGING HEIGHT IS BELOW FINISHED SOIL GRADE. 12" STEEL EDGING PINS TO BE INSTALLED EVERY 4' O.C. MAX.. ENDS OF STEEL EDGING TO OVERLAP 6" MINIMUM WITH AND HAVE TWO PINS SECURING OVERLAPPED ENDS. I R r R` " lu" A T 10 IN' 1k NJO T E 1. ALL EXISTING AND PROPOSED TREES AND SHRUBS ARE TO BE WATERED BY A PROPOSED DRIP IRRIGATION SPRINKLER SYSTEM. SEED AREAS TO BE WATERED BY ROTARY HEADS. NON -IRRIGATED NATIVE GRASS AREAS TO BE WATERED BY TEMPORARY SPRINKLERS UNTIL ESTABLISHMENT. �L IM P.O. Box 354 Palmer Lake, CO 80133 (719) 640-9428 (719) 358-2559 fax jwlandarch@gmail.com 4615968 08/04/2020 10.33 AM Page 7 of 14 • i,FIN''AL DEVELO`PPMEONT PLAN I r-----------n-------x ---_ _ ---------------------- I I - -- I CARBON VALLEY L'U'T'H10ERAN CwHm'U''IRCH'' IRRIGATION PLAN A'rTown of Firestone.®I a v_ Stntp. n(.nlnrqdn if I It I if I I 1 I I 2.0 2.0 2.0 4 t\ I I'r I g I I I it �x ('2.0 1 l -III I I _f A � a I ( 2.0 I e a IAI ( d (.0 °° '' I SHOULD BE 1 114°V L' a. ° ! (i EXISTING i g I I I L[4 ae4SLEEVEIN2.0 I n III THIS AREA 3 1 t II � v X I 1.0 i ° X X X X LL — — ----= J I 16,5 18,4 -- -_- --. f..wW: c - —�_:-------_ ___-______ __ _="_______------------------------z--- ----- ------ ----------- -------,,--------------- — ---- 3----------- -- _ r -- ----- --- -------------------- -- i( ---------- — —-------=------------- ------ r--------------------'-------- r a. ---_-----_---__-_---- BURY DRIP 'i _____-- ^—�—_—,_ LINE UNDER I I i I I i i EXISTING �d i i i i GRAVEL IRRIGATION PLAN f+Yy_14i21111111law"01 FIRESTONE, COLORADO DEVELOPMENT STANDARDS SECTION 16.12.3(C)- EACH IRRIGATION SYSTEM FOR A PRIVATE RESIDENTIAL LOT OR COMMERCIAL LANDSCAPE AREA SHALL INCLUDE AN AUTOMATIC ELECTROMECHANICAL INTERRUPT WHICH ENGAGES TO INTERRUPT THE IRRIGATION SYSTEM DURING A RAINFALL EVENT. P.O. Box 354 Palmer Lake, CO 80133 (719) 640-9428 (719) 358-2559 fax 4615968 08/04/2020 10:33 AM Page 8 of 14 Town of Firestone Weld County, State of Colorad SHEET 8 OF 12 I IN [W 1 0- 1", IRRIGATION FOR NEW PLANTINGS TO BE PROVIDED FROM AN AUTOMATED SPRINKLER SYSTEM CONNECTING TO AN EXISTING FEBCO 825YA BACKFLOW PREVENTER AND COPPER SUPPLY LINE. ROTOR AND POP-UP SPRAY HEADS ARE TO IRRIGATE NATIVE GRASS AREAS ALONG STREET FRONTAGES. DRIP IRRIGATION TO PROVIDE WATER TO ALL EXISTING AND PROPOSED PLANTINGS. THE SYSTEM IS DESIGNED FOR A MINIMUM 60 PSI IN THE MAIN LINE, AND A MINIMUM FLOW OF 20 GPM. COORDINATE INSTALLATION OF ALL IRRIGATION COMPONENTS WITH OWNER'S REPRESENTATIVE AND OTHER TRADES, BALL VALVES ARE PROVIDED BEFORE EACH ZONE VALVE FOR MAINTENANCE OF MAINLINE PIPE- CLASS 200 PVC PIPE (1.5" DIA. UNLESS OTHERWISE NOTED) SYSTEM. POTABLE WATER TO BE USED FOR ALL IRRIGATION, I- . ...... .. 1. THE IRRIGATION SYSTEM IS TO RUN OFF AN EXISTING BACKFLOW PREVENTER WHICH IS CURRENTLY DISCONNECTED. CONTRACTOR IS TO REPAIR COPPER SUPPLY LINES AND BACKFLOW PREVENTER AS NECESSARY TO RETURN TO PROPER WORKING CONDITION. CONNECT PROPOSED MAIN LINE TO EXISTING COPPER PIPE COMING OUT OF WEST SIDE OF BUILDING. A MINIMUM STATIC WATER PRESSURE OF 60 PSI IS REQUIRED (SYSTEM IS DESIGNED FOR OPERATING PRESSURE OF 45 PSI FOR ROTARY HEADS, 30 PSI FOR POP-UP SPRAY HEADS, AND 40 PSI AFTER PRESSURE REGULATORS FOR DRIP ZONES). VERIFY PRESSURE AND DISCHARGE RATE ON SITE PRIOR TO CONSTRUCTION OF IRRIGATION SYSTEM BEYOND THE BACKFLOW DEVICE. SPRINKLER LINE LATERAL- CLASS 200 PVC PIPE (1" DIA. UNLESS OTHERWISE NOTED) 1" BORING NEEDED UNDER EXISTING SIDEWALKS P(� POINT OF CONNECTION ,O,C, (TIE INTO EXISTING BACKFLOW DEVICE) 2. COORDINATE LOCATION OF CONTROLLER AND RAIN SENSOR WITH OWNER'S REPRESENTATIVE. CONNECT CONTROLLER TO POWER SUPPLY (COORDINATE WITH OWNER), ZONE VALVE WIRES, RAIN SENSOR, AND GROUNDING. N DEVICE (TROUBLESHOOT AND REPAIR, EXISTING BACKFLOW PREVENTION NEEDED, TO MAKE OPERATIONAL) INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR IS TO INSTALL A MANUAL DRAIN VALVE AT END OF MAINLINE. 3. CONTRACTOR IS TO INSTALL #14 OF IRRIGATION WIRE BETWEEN CONTROLLER AND ELECTRIC VALVES. INSTALL TWO EXTRA WIRES ALONG EACH LEG OF MAIN LINE FOR TROUBLESHOOTING OR FUTURE ADDITIONS TO SYSTEM. 3/4" BRASS CROSS -HANDLE GATE VALVE (MANUAL DRAIN FOR MAINLINE) FEBCO 624-BS 4. CONTRACTOR IS TO VERIFY THAT ALL COMPONENTS, MAINLINE, AND LATERALS ARE FULLY OPERATIONAL AND OPERATING WITHOUT ANY LEAKS. AFTER INSTALLATION OF NEW IRRIGATION CONTRACTOR IS TO TEST ALL ZONES CHECKING AND FIXING ANY LEAKS AND VERIFYING FULL OPERATION OF EACH ZONE. O RAINBIRD ESP LX CONTROLLER (ESPLXBASIC) 12-STATION CONTROLLER (5 STATIONS USED) 5. AFTER CONSTRUCTION, CONTRACTOR IS TO SET NEW CONTROLLER TO RUN DRIP ZONES FOR 35 MINUTES FOUR TIMES PER WEEK. ROTARY HEADS AND SPRAY HEADS ARE TO WATER SEEDED AREAS AS SHOWN UNDER IRRIGATION RAINBIRD WR2-RC RAIN SENSOR AND CONTROLLER INTERFACE SCHEDULE. CONTROLLER WATERING DAYS AND TIMES ARE TO BE REDUCED IN SPRING AND FALL. CONTRACTOR IS TO MONITOR PLANT HEALTH AND ADJUST CONTROLLER AS NECESSARY THROUGHOUT WARRANTY PERIOD. (COLLECTION DEVICE INSTALLED ON STORAGE BUILDING ROOF EVE) 6. ALL UNDERGROUND UTILITIES ARE TO BE LOCATED AND CLEARLY MARKED PRIOR TO ANY DIGGING ON SITE. ALL MATERIALS AND INSTALLATION PRACTICES ARE TO BE IN COMPLIANCE WITH LOCAL CODES. CONTRACTOR IS 2 ZONE # RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS. DRIP GPM DISCHARGE 1 " REMOTE CONTROL VALVE SIZE 7. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL NECESSARY EXISTING SLEEVES. IF SLEEVES DO NOT EXIST CONTRACTOR WILL NEED TO BORE UNDER EXISTING PAVEMENT TO BE ABLE TO INSTALL PROPOSED DRIP PIPE TO BEDS. 1" DRIP IRRIGATION REMOTE CONTROL VALVE ASSEMBLY 8. IRRIGATION PLAN IS DIAGRAMMITIC. ANY COMPONENTS SHOWN ON PLAN OUTSIDE OF LANDSCAPE AREAS ARE SHOWN FOR CLARITY ONLY. USE ONLY STANDARD FITTINGS. MAINLINE PIPE DEPTH IS TO BE 15" TO 18". LATERAL LINE RAINBIRD PGA VALVE, RBY-20OSSMX (200-MESH) FILTER DEPTH IS TO BE 10" TO 12". 4' POLY DRIP LINE IS TO BE SECURED AT FINAL SOIL GRADE IN ROCK OR MULCH BEDS, UNLESS OTHERWISE NOTED. TORO 3/4" BLUE STRIPE DISTRIBUTION HOSE 9. EXISTING IRRIGATION PIPE, WIRES, CONTROLLER, SPRINKLER HEADS, AND OTHER VISIBLE IRRIGATION COMPONENTS ARE TO BE REMOVED AND DISPOSED OF OFF SITE. (.940 O.D., ROUTE ACCORDINGLY TO PLANT MATERIAL) 10. NOTIFY LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN PLAN DRAWINGS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION OF ANY PROPOSED IRRIGATION. 3/4" DRIP TUBING COMPRESSION END PLUG 11. JON WALSH, LANDSCAPE ARCHITECT, LLC. (JWLA) PREPARED THIS PLAN BASED ON SITE LAYOUT AND SITE GRADING PLANS PROVIDED BY OTHERS. JWLA ASSUMES NO LIABILITY FOR ANY WATER DAMAGE ON THIS SITE. (INSTALL IN 6" MIN. VALVE BOX) IRRIGATION SCHEDULE PRECIPITATION AVERAGE SEASON ZONE FLOW RATE RUN TIME (GPM) (INCHES/HOUR) (MINUTES/DAY) 1 16.5 1.58 08 2 18.4 1.58 08 3 DRIP N/A 20 4 �0.9� DRIP 3.9 N/A 20 5 DRIP 2.5 N/A 20 IRRIGATION LEGEND AND NOTES NOTE: THE ABOVE SCHEDULING TIMES ARE BASED ON AN ET RATE OF 0.19 AND AN IRRIGATION EFFICIENCY OF 85%. TIMES SHOULD BE ADJUSTED ACCORDINGLY FOR SEASONAL CHANGES. RAIN SENSOR SHOULD BE SET FOR AUTOMATIC SHUT OFF AT 1/4" OF RAINFALL. LOCAL WATER RESTRICTIONS WILL SUPERCEDE ANY WATER SCHEDULING DESCRIBED ON THESE PLANS. NEWLY SEEDED AREAS SHOULD BE IRRIGATED TWICE A DAY THE FIRST TWO WEEKS AT 2 TIMES THE RUN TIME SHOWN, DEPENDING ON SEASONAL AND WEATHER CONDITIONS. SEEDED AREAS SHOULD BE WATERED DAILY THE FOLLOWING TWO WEEKS AT 1.5 TIMES THE RUN TIME SHOWN AND THEN EVERY OTHER DAY FOR THE FOLLOWING TWO WEEKS. SIX WEEKS AFTER INSTALLATION GRASS SHOULD BE WATER EVERY TWO TO THREE DAYS, DEPENDING ON WEATHER, NEWLY PLANTED LANDSCAPE PLANTS SHOULD BE IRRIGATED ONCE EVERY 2 TO 3 DAYS FOR THE FIRST SEASON, DURING ALL SUBSEQUENT SEASONS, LANDSCAPE PLANTS SHOULD BE IRRIGATED EVERY THIRD DAY. RUN TIMES SHOWN IN IRRIGATION SCHEDULE ARE INTENDED TO REPRESENT SUMMER WATERING APPLICATIONS AFTER ESTABLISHMENT. RUN TIMES ARE TO BE ADJUSTED TO SEASONAL REQUIREMENTS. SPRING RUN TIMES SHOULD ADJUSTED TO WATER APPROXIMATELY 15% LESS THAN SUMMER RUN TIMES. FALL RUN TIMES SHOULD BE ADJUSTED TO WATER APPROXIMATELY 20% LESS THAN SUMMER RUN TIMES. SPRAY IRRIGATION ANNUAL USE - TOTAL SPRAY IRRIGATION USE IS 34.9 GPM (gallons per minute) TYPICAL CYCLE IS 25 MINUTES TYPCIAL WATERING SCHEDULE IS 3 TIMES PER WEEK TYPICAL IRRIGATION SEASON RUNS 6 MONTHS PER YEAR (APR. TO OCT.) 34.9 gpm X 25 min. = 872 gallons per cycle 3 times per week X 26 weeks = 78 cycles annually 872 gal. X 78 cycles = 68,016 gallons annually 68,016 gallons = 0.2087 ACRE FEET DRIP IRRIGATION ANNUAL USE - TOTAL DRIP IRRIGATION USE IS 7.3 GPM (gallons per minute) TYPICAL CYCLE IS 40 MINUTES TYPCIAL WATERING SCHEDULE IS 3 TIMES PER WEEK TYPICAL IRRIGATION SEASON RUNS 6 MONTHS PER YEAR (APR. TO OCT.) 7.3 gpm X 40 min. = 292 gallons per cycle 3 times per week X 26 weeks = 78 cycles annually 292 gal. X 78 cycles = 22,776 gallons annually 22,776 gallons = 0.0699 ACRE FEET TOTAL IRRIGATED TURF SQUARE FOOTAGE: 4,100 SQ. FT. TOTAL IRRIGATED SHRUB BED SQUARE FOOTAGE: 9,150 SQ. FT. 1" RAIN BIRD 100-PEB SERIES ELECTRIC REMOTE CONTROL VALVE 10 RAIN BIRD 3504-PC-SAM SERIES ROTOR HEAD OPERATING PRESSURE- 45 PSI 3504 SERIES FLOW: 1.0 nozzle-1.06 GPM, 2.0 nozzle-1.93 ( IT LK P.O. Box 354 Palmer Lake, CO 80133 (719) 640-9428 (719) 358-2559 fax jwlandarch@gmail.com f 4615968 08/04/2020 10:33 AM Page 9 of 14 PVC SCH 40 ELL PVC SCH 40 COUPLING PVC BALL VALVE SAME SIZE AS CONTROL VALVE WITH PVC SCH 80 NIPPLE BEFORE AND AFTER BALL VALVE REMOTE CONTROL VALVE: RAIN BIRD PGA (SIZE AS PER PLAN) ID TAG WATER PROOF CONNECTION (1 OF 2) VALVE BOX WITH COVER: 24-INCH SIZE 30-INCH LINEAR LENGTH OF WIRE. COILED O O'onLWAREM w PVC SCH 40 MALE ADAPTER BRICK (1 OF 4) 1:i_►: FILTRATION DEVICE: RAIN BIRD RBY-20OSSMX WITH 200 MESH SCREEN 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 TEE OR ELL PVC SCH 40 ELL AND PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (1 OF 2) ID TAG VALVE BOX WITH COVER: 12-INCH SIZE FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD PEB PVC BALL VALVE SAME SIZE AS CONTROL VALVE WITH PVC SCH 80 NIPPLE BEFORE AND AFTER BALL VALVE PVC SCH 40 ELL PVC SCH 80 NIPPLE BRICK (1 OF 4) SCH 80 NIPPLE 2-INCH LENGTH, HIDDEN) AND CH 40 ELL 1,1114I,11 PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL fl un mainvi vi ON IRRIGATION DETAILS 401-111 0Lei M[OWN_1I SHRUB (5 GAL.) - DRIP EMITTERS- 2 PER SHRUB PLACED 2" INSIDE THE EDGE OF ROOT BALL (XERI BUG XB-10 1 GPH) 3/4" DRIP LATERAL PIPING ORN. GRASS & PERENNIAL (1 GAL.) - DRIP EMITTERS- 2 PER SHRUB PLACED 1" INSIDE THE EDGE OF ROOT BALL (XERI BUG XB-05 1/2 GPH) Wit I 0_1 1 EXISTING TREES - DRIP EMITTERS- 8 PER TREE PLACED 4' AWAY FROM TRUNK EVENLY SPACED AROUND TREE (XERI BUG XB-10 1 GPH) NEW TREE - DRIP EMITTERS- 4 PER TREE PLACED 2" INSIDE THE EDGE OF ROOT BALL 90° APART (XERI BUG XB-10 1 GPH) EMISSION POINTS ARE TO BE EQUALLY SPACED AROUND THE PLANT. FOR SLOPE APPLICATIONS, EMITTERS SHALL BE PLACED ON UPHILL SIDE OF PLANT. All, law,w I RE, NISH GRADE/TOP OF MULCH DP -UP SPRAY SPRINKLER: RAIN BIRD 1804 FIRS SERIES 2-INCH MALE NPT x .490 INCH BARB ELBOW: RAIN BIRD MODEL SBE-050 /C SCH 40 TEE OR EL _JVING PIPE,12-INCH LENGTH: RAIN BIRD MODEL SP-100 FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: 6" DIA. MIN.- AMETEK OR EQUAL FLUSH PLUG WITH HOSE THREAD CAP DRIP IRRIGATION LATERAL 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 OF 2) WALL O FINISH GRADE ROTOR POP-UP SPRINKLER: RAIN BIRD 3500 PC-SAM SERIES O1/2-INCH MALE NPT x .490 INCH BARB ELBOW: RAIN BIRD MODEL SBE-050 O PVC LATERAL PIPE OSWING PIPE 12-INCH LENGTH: RAIN BIRD (MODEL SP-100 © PVC SCH 40 TEE OR ELL I►[�>flr�i FOR FLOWS ABOVE 4 GPM USE A SWING JOINT INSTEAD OF SWING PIPE OR SWING ASSEMBLY. IA1 �l►e1 n I -ARCHITECT ff P.O. Box 354 Palmer Lake, CO 80133 (719) 640-9428 (719) 358-2559 fax jwlandarch@gmail.com 3/4" FEBCO 624-BS BRASS GATE VALVE W/ CROSS HANDLE CLASS 200 PVC MAIN, BURY MIN. 18" SCH. 80 PVC ELL OR TEE PVC NIPPLE, 10" MIN. (HORIZONTAL) PVC STREET ELL PVC COUPLER SCH. 80 PVC NIPPLE, 8" MIN. ISH GRADE -10" ROUND VALVE BOX WITH COVER PVC PIPE SLEEVE & CAP UO� �O Lo'nopiAb'OoO�on n 2 CU. FT. (MIN.) DRAIN GRAVEL W/ GEOTEXTILE FABRIC. COMPACT BACKFILL TO DENSITY OF UNDISTURBED SOIL oil FAAR im- 11 11111 1 1 MA I O IRRIGATION CONTROLLER: RAIN BIRD ESP-LX CONTROLLER IN PLASTIC CABINET WITH WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RECOMMENDATIONS. O JUNCTION BOX O 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY ® POWER SUPPLY WIRE O 1-INCH CONDUIT AND FITTINGS FOR STATION WIRES O WIRES TO REMOTE CONTROL VALVES NOTES: 1. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 2. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. 4615968 08/04/2020 10.33 AM Page 10 of 14 E 0 CARBON VALLEY LUTHERAN CH""'U'RCH 1 I i I I I I I I 05 NORTH - SCALE - 1/8" = 1'-0" ELEVATION 04 NORTH SCALE - 1/8" = r-a. ELEVATION EAST SCALE - I/8" = 1'-0" ELEVATION I I I I 02 SOUTH SCALE - 1/8" = V.0" ELEVATION ' E I I i I 01 WEST ....SCALE • 1/8"..= P-.0" ELEVATION INSULATED METAL PANEL. PAINT - MEDIUM BRONZE - (METAL SPAN STANDARD COLOR) ERRTHERMALLY TREATED WOOD CLADDING. BASIS OF DESIGN - TFIERMORYUSA.COM- KODIAK SPRUCE CLADDING EXTERIOR ELEVATIONS GENERAL NOTES A. PAINT ALL EXPOSED STEEL LINTELS TO MATCH ADJACENT MATERIAL COLOR IPA-x) B. MATERIALS LISTED BELOW ARE BASIS -OF -DESIGN MATERIALS. REFER TO SPECIFICATION FOR MORE DETAILED MANUFACTURER INFORMATION. EXTERIOR ELEVATIONS ----------- MATERIAL IDENTIFICATION KEYNOTES I, CONCRETE CURLS. 2. PREFINISHED BREAK METAL FLASHING, COLOR TBD :3. PAINT EXISTING STRUCTURE TO MATCH INSULATED METAL PANEL, 4. DOWNSPOUTS, BOX PROFILE. COLOR -TO ADJACENT BREAK METAL FLASHING. 5. MECHANICAL ENCLOSURE. CAf+liON VALLEY I UTFII'PAN CHURCH BUILDING ELEVATIONS NAME OF APPLIGA7104- Carbon Valley Lutheran Church TYPE OF SUBMITTAL: FINAL DEVELOPMENT PLAN FILING NUMBER. 4615968 08/04/2020 10.33 AM Page 11 of 14 v�. r "cam _ 04 WEST SCALE - 1/8„ = V-O" ELEVATION NORTH SCALE - 1/81' = 1'-0" ELEVATION SCALE - 1/8" = V-0" 01 SOUTH SCALE - 1/8" = p-O" ELEVATION 11 1 : i 1 ► • _ INSULATED METAL PANEL, PAINT - MEDIUM BRONZE - (FOETAL SPAN STANDARD COLOR) THERMALLY TREATED WOOD CLADDING. BASIS OF DESIGN-ThiITRMORYUSA,COM- KODIAK SPRUCE CLADDING A. PAINT ALL EXPOSED STEEL LIN FELS TO MATCH ADJACEN F MATERIAL COLOR (PA-x) B, MATERIALS LISTED BELOW ARE BASIS -OF -DESIGN MATERIALS. REFER I O SPECIFICATION FOR MORE DETAILED MANUFACTURER INFORMATION. EXTERIOR x MATE i ` l ` • \ ... \ • I. CONCRETE CURB, 2. PREFINISHED BREAK METAL FLASHING. COLOR TBO 1 PAINT EXISTING STRUCTURE TO MATCH INSULAT ED METAL PANEL. 4. DOWNSPOUTS, BOX PROFILE. COLOR TO ADJACENT BREAK METAL FLASHING, 5. MECHANICAL ENCLOSURE. CARBON VALLEY LUTNERAN CHURCH STORAGE SHED ELEVATIONS NAME OF APPLICATION: Carbon Valley Lutheran Church TYPE QF SUBMITTAL: FINAL DEVELOPMENT PLAN FILING NUMBER RS A AT19N SAT F; A A 151. 2020 REVISION DATA MARCH 13, 2020 REVISION DATE: REVISION DATA: REVISION DATE; BLD 11 OF 12 4615968 08/04/2020 10.33 AM Page 12 of 14 3'-6„ GATE COLUMN CAP (TYP) GATE TO MATCH FENCE. CONTRACTOR TO SUPPLY GATE HARDWARE. NOTE: BUILDING -MOUNTED SIGNS SHALL BE CONSTRUCTED USING RIGID, WEATHERPROOF MATERIALS. SIGN MANUFACTURER TO PROVIDE BUILDING MOUNTING HARDWARE. TSY4x%4 x 16 GA. STEEL SPINDLES @ 3%4" ON CENTER (MAX., TYP) TS3x3 x 14 GA. STEEL POST, EMBEDDED IN GROUND IN CONCRETE BASE BOTTOM RAIL I I GROUND 1 1 2U CONNECTION PER 1 CONTRACTOR " 8'-04/2 _I CONCRETE POST BASE (TYP) (MAX.) (TYP) 8"O POST PLAYGROUND FENCE DETAIL 8'-0" Beik rr WEEKDAYS: 7:15 AM - 5:15 PM BUILDING —MOUNTED SIGN DETAIL (DAYCARE SIGN MOUNTED TO SOUTH BUILDING SECTION, OVER DOORS) (SCALE: 1" = 4') 12'-0" ( .1IWON V1 a BUILDING -MOUNTED SIGN DETAIL (CHURCH SIGN MOUNTED TO CENTER BUILDING SECTION) (SCALE: I" = 4') (FOR PLAYGROUND ENCLOSURE) (SCALE: 1" = 2') WHITE BACKGROUND 2" YELLOW BORDER TO MATCH PRESCHOOL LOGO TEXT & LOGO PER PRESCHOOL (MAIN TEXT LETTERS 10') ADDITIONAL TEXT PER PRESCHOOL (LETTERS 4') 2" ORANGE BORDER TO MATCH CHURCH LOGO TEXT &LOGO PER CHURCH (MAIN TEXT LETTERS 10') WHITE BACKGROUND TSI %2x1 %2 x 16 GA. STEEL TOP & INTERMEDIATE RAIL (BOTTOM SIMILAR) 6" CURD & GUTTER DETAIL (SCALE: 1" = 1') NO PARKING MONDAY - _______ ."" FRIDAY SOLID/OPAQUE SIGN BACKING I I 6.00' 1 0.50' 0.50 2'x2' (NOM.) EX. & PROPOSED STONE PILLAR (TYP) TRANSLUCENT SIGN FACE FACING 0.75' I ;� STREET, w/INTERNAL LIGHTING 0.25' TOP VIEW IN WEATHERPROOF CASE 7 00' 1 I APPROX. DIMENSIONS. 1 2'-0" 5'-0" 2'-0" CONTRACTOR TO VERIFY MOUNTING PER SIGN DIMENSIONS BETWEEN NEW IRA SHENCLOSURE, IN EX. SIGNMANUFACTURER 5If 4'-2" 5I+ EX STONE PILLARS PAVEMENT wl LATTICE VINYL 9 �� 3 „ TRANSLUCENT WHITE FENCE & TWO (2) 3' WOOD GATES BACKGROUND 1 INTERNAL, �. r. _ ��TEXT & LOGO PER CIIURCH -------------�—� ., --------- LOW—WATTAGE , I �' LIGHTING M —� Z" R N__'N � It � [�� I (MAINTEXTLETTERS4-112') _ ___ f -I— ___________________� 9" y" ORANGE BORDER TO MATCH — — —_ ----- �..----__-1 3" CHURCHLOGO ®I 2x2 STONE PILLAR (TYP) TRANSLUCENT SIGN FACE FACING — STREET, wlINTERNAL LIGHTING SECTION THRU CENTER OF SIGN FRONT FACE IN WEATHERPROOF CASE. MONUMENT SIGN (LOCATED AT E. JEWELL AVENUE ENTRANCE) (SCALE: P = T) 7'-0" TOP OF FENCE (BEYOND) 3'--0" I%2 'IX l%2" OUTSIDE & GATE (TYP) 6x6 (NOMINAL) WOOD, I%2"x2%2"INSIDE TOP & STEEL OR FRP POST, VERTICAL RAILS AS EMBEDDED IN GROUND SHOWN, FOR SUPPORT GATE LATCH WITH CONCRETE BASE OF GRID MESH wI LOCKING GATE HINGE 6x6 (NOMINAL) WOOD, CAPABILITY APPROPRIATE FOR VINYL STEEL OR FRP POST, FENCY STYLE (TYP) EMBEDDED IN GROUND WITH CONCRETE BASE NO CORR UGATED, PARKING M6NDAY — GATE FRAME & LIGHT—GUAGE PANEL, —` FRioav PANEL TO MATCH PAINTED TO MATCH LOWER SECTION OF PROPOSED BUILDING FENCING 1 %2 "xl %2" (MIN) BOTTOM, 2„ MIN GROUND 6 (MAX) NOTE: GATE IIARDWARE BY CONTRACTOR. GATE VIEW INTERMEDIATE & VERTICAL RAILS AS SHOWN, FOR SUPPORT OF FENCE PANEL EACH GATE SHALL HA VE HARDWARE MOUNTED TO ALLOW EMBEDMENT OF VERTICAL HOLD —ROD IN PAVEMENT (OR SIMILAR) WHITE VINYL FENCE DETAIL (FOR TRASH ENCLOSURE & MECHANICAL ENCLOSURE) (SCALE: I" = 2') GSA CONNECTIONS BY CONTRACTOR. SECTION THRU FENCE SIDE VIEW TRASH ENCLOSURE AREA DETAIL (SCALE: P = T) TOP RAIL TOP SECTION VERTICAL MEMBER (TYP) 6x6 OPEN GRID MESH INTERMEDIA TE RAIL BOTTOM SECTION VERTICAL MEMBER (TYP) CORRUGATED, LIGHT- GUAGE PANEL, PAINTED TO MATCH PROPOSED BUILDING 6x6 (NOMINAL) WOOD, STEEL OR FRP POST, EMBEDDED IN GROUND WITH CONCRETE BASE 58.75 PR. STORAGE SHED FFE=4858.75 0 i Q ® PR. FENCED IN MECHANICAL Q Q ENCLOSURE 4 Q '158.65 T 19 a �Q c\j� a 0 0 0 30.00' � 1 � �I 'UILDING (RE ARCH. 'OR MODIFICATIONS) (MIN) PVC TO DRAIN I ROOF DOWNSPOUTS TEE NV. =56.25 I W W`_D � s 0 : O i o �(a — — — — — — — — EX ELEC. BOX — TEE INV. =56.04 MECHANICAL ENCLOSURE AREA DETAIL (SCALE: I" = T) iB I1 O •:' r 4615968 08/04/2020 10.33 AM Page 13 of 14 MECHANICAL JOINT RESTRAINT BOLT HOLE DETAIL DIMENSIONS P POEMSIZE I BOLOS I WEDGESOF I INC ES I INCHES I INCHES I INCHES 4" 2 2 P 6" 6 3 11.12 9.50 7.00 0.88 P v 8" 6 4 13.37 11.75 9.15 1.00 v C 10" 8 6 15.62 14.00 11.20 1.00 12" 8 8 17.88 16.25 13.30 1.25 4" 4 2 D 6" 6 3 11.12 9.50 7.00 0.88 D S" 6 4 13.37 11.75 9.15 1.00 loll 8 6 15.62 14.00 11.20 1.00 12" 8 8 17.88 16.25 13.30 1.25 NOTES: 1. DIMENSIONS FOR 16" AND 20" D.I. PIPE NOT SHOWN. 2. OTHER MECHANICAL JOINT RESTRAINT DEVICES MUST BE APPROVED BEFORE INSTALLATION. FIRESTON C O L O R A D O SEE DETAIL ST8 FOR ASPHALT PATCH ❑I�-ICI III-1�1-- I I-1 I � III -III -I i I_ III -I i I- COMPACTED - -I BACKFILL WARNING TAPE WILL BE INSTALLED 12" MIN AND 18" MAX ABOVE PIPE TRACING WIRE: TAPE TO TOP OF PIPE ON ALL TYPES OF POTABLE WATER PIPE FILTER FABRIC IF STABILIZATION MATERIAL IS REQUIRED -i- STABILIZATION MATERIAL Z 6 Liz- �F�-N <COJ m 1 czol¢- O 1- M 4'-6" MIN COVER LIMITS OF BEDDING 1. COMPACTION SHALL BE AS FOLLOWS: PIPE ZONE BEDDING 6" UNDER AND 12" OVER PIPE WILL REQUIRE 907. S.P.D. TRENCH ZONE ABOVE BEDDING MATERIALS, FULL TRENCH SECTION IN ROADWAY OR STREET R.O.W. LIMITS WILL REQUIRE 95% S.P.D. TRENCH ZONE ABOVE BEDDING MATERIALS, OUTSIDE OF STREET R.O.W. WILL REQUIRE 90% S.P.D. 2. 12 AWG. SINGLE STRAND INSULATED COPPER WIRE SHALL BE INSTALLED AS TRACING WIRE ABOVE ALL POTABLE WATER PIPES. THE WIRE SHALL BE CONNECTED AND COME TO THE SURFACE BEHIND THE FIRE HYDRANTS IN A TESTBOX. 3. FILTER FABRIC IS REQUIRED IF STABILIZATION MATERIAL IS USED, THE FABRIC SHALL BE INSTALLED AS SHOWN IN THE DETAIL. 4. TRENCH TO BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKMEN AND PROTECTION OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL SAFETY REGULATIONS. 5. PIPE SHALL BE BEDDED FROM 6" BELOW THE BOTTOM OF THE PIPE TO 12" ABOVE THE TOP OF THE PIPE. 6. TRENCH WIDTH SHALL NOT BE MORE THAN 24" NOR LESS THAN 12" WIDER THAN THE LARGEST OUTSIDE DIAMETER OF THE PIPE. WATER TRENCH DETAIL WATER CONSTRUCTION BY: JME DRAWING: FIRESTONE DRAWINGS SCALE: NTS c 0 t. 0 R A D 0 DATE: 112020 I 1 21, INS - "Aa,: 2' MIN 2' MIN MILL 14" _ EXISTING PAVEMENT EXISTING UNDISTURBED SUBGRADE MATERIAL MILL 1 & REPLACE W/NEW PAVFMFNT PATCHBACK ADJACENT TO CURB 1' MIN 1' MIN 2' MIN MILL 14" EXISTING PAVEMENT 2ND CUT I� 2' MIN INITIAL CUT 2ND CUT 2' MIN MILL 1�" EXISTING PAVEMENT MILL 1 j" & NEW COMPACTED UNTREATED -� EXISTING UNDISTURBED -' REPLACE W/NEW SUBGRADF MATERIAL PAVEMENT BASE COURSE OR FLOWABLE FILL PATCHBACK FOR UTILITY AND SERVICE TRENCHES NOTE: 1. IF ASPHALT PATCH THICKNESS IS NOT IDENTIFIED ON PLANS USE 6�" MIN ASPHALT PATCH OR EXISTING THICKNESS PLUS 1", WHICH EVER THICKNESS IS GREATER. 2. MINIMUM DEPTH OF WEARING COURSE SHALL BE 1�" AND SHALL BE GRADING SX ASPHALT. 3. MINIMUM DEPTH OF INTERMEDIATE COURSE SHALL BE 5" AND BE INSTALLED IN 2 LIFTS. INTERMEDIATE COURSE SHALL BE GRADING S OR G ASPHALT. 4. PATCH SHALL BE PLACED AND COMPACTED IN LIFTS A MAXIMUM OF 3" IN DEPTH. 5. APPLY SS -I TACK COAT TO EXISTING ASPHALT AND/OR CONCRETE VERTICAL SURFACES. 6. TRENCHES LESS THAN 2' IN WIDTH MUST RECEIVE PRIOR APPROVAL FROM THE TOWN OF FIRESTONE ENGINEERING DEPARTMENT AND SHALL BE FLOW -FILLED. 7. PROVIDE 28 DAY 60 PSI CONTROLLED LOW STRENGTH FLOWABLE FILL AS SPECIFIED. USE FILL THAT FLOWS EASILY AND VIBRATION IS NOT REQUIRED. CURE TO INITIAL SET BEFORE PLACING NEW UNTREATED BASE COURSE OR NEW ASPHALT PAVEMENT. USE FLOWABLE FILL IN EXCAVATIONS THAT ARE TOO NARROW TO RECEIVE COMPACTION EQUIPMENT. 8. REMOVE ADDITIONAL PAVEMENT TO A PAINTED LANE STRIPE, A LIP OF GUTTER, A CURB, AN EXISTING PAVEMENT PATCH, OR AN EDGE OF THE PAVEMENT IF SUCH STREET FEATURE IS WITHIN TWO FEET OF THE SECOND SAW CUT. 9. PROVIDE UNTREATED BASE COURSE MATERIAL. DO NOT USE GRAVEL OR WASHED ROCK. PLACE NEW MATERIAL IN LIFTS NOT EXCEEDING 8" AFTER COMPACTION. COMPACT TO A MODIFIED PROCTOR DENSITY OF 95% OR GREATER. 10. STRAIGHT SAWCUT OR BLADECUT THE EXISTING ASPHALT PAVEMENT WHEN JOINING WITH NEW ASPHALT PAVEMENT. BY: JME DRAWING: STREET CONSTRUCTION FIRESTONE DRAWINGS SCALE: NTS C 0 1, 0 1t A D 0 DATE: 11 /2019 FINISHED GRADE 24" DIAMETER _ CONCRETE COLLAR TOP OF VALVE BOX SHALL BE SET" BELOW SURROUNDING ASPHALT CONCRETE COLLAR TO BE USED OUSIDE OF PAVED AREAS TWO-PIECE 6" SHAFT SCREW TYPE CAST IRON VALVE BOX (BASE DIAMETER=10-1 /4") 2" OPERATING NUT 4'-0" MIN VALVE VALVE BLOCKING (FLAT ROCK OR CONCRETE SLAB) �FIRE �� 74" FIRE VALVE BOX COVER PLAN 5j„ 7" POTABLE & FIRE VALVE BOX COVER ELEVATION BACKFILL TO BE HAND PLACED AND COMPACTED IN A MINIMUM OF 4'-0" AROUND VALVE BOX I ' INSTALL MECHANICAL JOINT MEGALUG BOTH SIDES OF VALVE y�L71»3•N 71r•[e7�Ti �\1� BOX COVER PLAN 11 �" loj" 4-1 ill 1„ Ji 1 j„ 6„ 91, 13� NON -POTABLE VALVE BOX COVER ELEVATION NOTES: 1. POTABLE & FIRE VALVE BOX LID RESTS INSIDE THE UPPER VALVE BOX SECTION. 2. NON -POTABLE VALVE BOX LID SLIDES OVER THE TOP OF THE UPPER VALVE BOX SECTION. 3. NON -POTABLE, WATER OR FIRE CAST IN TOP OF APPROPRIATE VALVE BOX COVER. 4. VALVE BOX SHALL NOT BE SUPPORTED BY WATER LINE. 5. VALVE BOX TO BE PLUMB AND CENTERED OVER NUT. 6. UTILIZING A VALVE BOX ALIGNMENT DEVICE IS OPTIONAL. 7. IF 2" OPERATING NUT IS MORE THAN 6' BELOW FINISHED GRADE, A VAULT NUT EXTENDER SHALL BE INSTALLED TO PUT THE VALVE NUT AT AN ELEVATION OF 4' BELOW FINISHED GRADE. STANDARD VALVE AND BOX BY: JME DRAWING: WATER CONSTRUCTION FIRESTONE DRAWINGS SCALE: NTS C O 1, 0 R A D 0 DATF- 1 /21120 NOTES: 1. ROCK SOCK SHALL BE 1 1/2" CRUSHED ROCK FILL (RECYCLED CONCRETE NOT ACCEPTABLE) * BOTH SIDES OF INLET STORMDRAIN COVER 18"* MIN town or WIRE WRAPPED ROCK SOCKS FOR TOP -SIDE PROTECTION Frestone Storm TO EDGE OF TOP OF CURB CURB SOCKS (SEE SPACING STORMDRAIN TABLE BELOW) OPENING CURB 2BLINE FLOWS n 11 CURBLINE FLOWS TUBULAR MARKER (TYP) 1' MIN 1' MIN LIMITS OF GUTTER PA N 2x4 LAID FLAT- NO TREATED WIRE WRAPPED ROCK SOCK S ( ) WOOD 1-1/2" CRUSHED ROCK WRAPPED IN 1/2 INCH WIRE MESH 2x4 LAID FLAT -� NO TREATED WOOD STREET SLOPE CURB SOCK SPACING (ft) 0.5% 100 1.07 100 2.0% 75 3.0% 50 4.0% 5.0% 50 ------ ..-_50_. _.._. --- 6.0% 25 7.0% 25 8.0% 25 COLORADOFIRESTONE CONCRETE BLOCK 1-1/2" CRUSHED ROCK WRAPPED IN 1/2 INCH WIRE MESH IF] INLET NOTES: 1. INTERIM CONFIGURATION OF INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 72-HOURS OF POURING INLET. 2. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL BE 1 1/2" CRUSHED ROCK. 3. WIRE MESH SHALL BE FABRICATED OF MINIMUM 16-20 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1/2 INCH. ROLL WIDTH SHALL BE 48". 16-20 GAUGE CHICKEN WIRE MAY BE USED IF DOUBLE WRAPPED WITH NO MORE THAN 1/2" OPENING. 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF ROCK SOCKS. 5. ROCK SOCK SHALL BE CONSTRUCTED IN ONE PIECE OR SHALL BE CONSTRUCTED USING ROCK SOCK JOINT DETAIL. 6. TUBULAR MARKERS SHALL MEET REQUIRMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AS AMENDED. 7. THE TOP OF THE REINFORCED ROCK SOCK SHALL BE 1/2" - 1" BELOW TOP OF CURB. 8. SEDIMENT ACCUMULATED UPSTREAM OF THE INLET PROTECTION SHALL BE REMOVED WHEN THE SEDMIENT DEPTH UPSTREAM OF ROCK SOCK IS WITHIN 5" OF THE CREST. 9. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS APPROVED. 10. REFER TO S AND DETAILS FOR MORE INFO. 11. SEE STM10 OR INL AND INLET COVER DETAIL. STORM SEWER BY: JME CONSTRUCTION DRAWINGS SCALE: NTS DATE: 1 /20 DRAWING: FIRELINE OR DOMESTIC CONNECTION WITH MAIN EXTENSION FIRELINE OR DOMESTIC CONNECTION ❑ EXISTING MAIN OTAPPING SLEEVE OTAPPING VALVE 4� DOUBLE SPIGOT PIPE PROPERTY LINE VALVE (DTIE RODS (MEGALUGS MAY BE USED IN PLACE OF RODDING.) PIPE CLAMP csawue CD CONCRETE KICKBLOCK QM.J. ANCHORING TEE (SWIVEL TEE WHERE APPLICABLE) 10 M.J. VALVE 11 POLYETHYLENE WRAPPED 2" AND LARGER DOMESTIC AND FIRELINE CONNECTIONS WATER CONSTRUCTION BY: JME DRAWING: FIRESTONE DRAWINGS SCALE: NTS COLORADO DATE:112020 D D DESIGN & CONSULTING GROUP P.O. BOX 441730 phone: 720-689-7324 AURORA, CO. 80044 web: PrismDCG.COM CONSTRUCTION SEQUENCE FOR EROSION SEDIMENT CONTROL PRACTICES FOR SMALL CONSTRUCTION PROJECTS 1. INSTALL PERIMETER EROSION AND SEDIMENT CONTROLS IDENTIFY THE AREAS WHERE SEDIMENT LADEN RUNOFF COULD LEAVE THE CONSTRUCTION SITE, AND INSTALL PERIMETER CONTROLS TO MINIMIZE THE POTENTIAL FOR OFF -SITE SEDIMENTATION. IT'S IMPORTANT THAT PERIMETER CONTROLS ARE IN PLACE BEFORE ANY LOT EXCAVATION ACTIVITIES BEGIN. PREFERRED METHODS e PROTECT DOWN -SLOPE AREAS WITH VEGETATIVE FILTER STRIPS e PROTECT DOWN -SLOPE AREAS WITH SILT FENCES AND OTHER APPROPRIATE PRACTICES -INSTALL STABLE CONSTRUCTION TRAFFIC ENTRANCE 2. PREPARE THE SITE FOR CONSTRUCTION PREPARE THE SITE FOR CONSTRUCTION AND FOR INSTALLATION OF UTILITIES. NOTIFY ALL CONTRACTORS (ESPECIALLY THE EXCAVATION CONTRACTOR) OF AREAS TO BE PROTECTED. PREFERRED METHOD SALVAGE AND STOCKPILE TOPSOIL OR SUBSOIL 3. BUILD STRUCTURE(S) AND CONNECT UTILITIES CONSTRUCT THE STRUCTURE AND CONNECT THE UTILITIES. 4. MAINTAIN CONTROL PRACTICES MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL CONSTRUCTION IS COMPLETED AND THE LOT IS STABILIZED. 5. RE -VEGETATE BUILDING SITE IMMEDIATELY AFTER ALL OUTSIDE CONSTRUCTION ACTIVITIES ARE COMPLETED, STABILIZE THE LOT WITH LANDSCAPING, SEED AND/OR MULCH. METHODS *REDISTRIBUTE THE STOCKPILED SUBSOIL AND TOPSOIL 9SEED OR LANDSCAPE BARE AREAS MULCH NEWLY SEEDED AREAS 6. REMOVE REMAINING TEMPORARY CONTROL MEASURES ONCE THE SOD AND/OR VEGETATION IS WELL ESTABLISHED, REMOVE ANY REMAINING EEL)Uffly ERQaON AND SEDIMENJ CQHIRQL PRACJIQES, EROSION CONTROL SEQUENCE FOR SMALL CONSTRUCTION PROJECTS STORM SEWER BY: JME DRAWING: FIRESTONE CONSTRUCTION DRAWINGS SCALE: NITS C 0 i. 0 R A D 0 DATE: 1 2020 BOND BREAKER BETWEEN CONCRETE AND WET TAP FABRICATED STEEL TAPPING SLEEVE SADDDLE-8 MIL POLYETHYLENE TIE RODS (SEE RESTRAINED PIPE LENGTH DETAIL IF REQUIRED) CONCRETE THRUST BLOCK - 1 d. (SEE THRUST BLOCK DETAIL) 0 0 d ❑ .'., O 0 0 d TAPPING VALVE EXISTING MAIN NOTES: 1. FABRICATED STEEL TAPPING SLEEVE SHALL BE: ROMAC FTS419 OR APPROVED EQUAL TO BE USED FOR PVC UP TO 75% OF EXISTING MAIN ROMAC FTS420 OR APPROVED EQUAL TO BE USED FOR DIP UP TO 75% OF EXISTING MAIN ROMAC FTS425 OR APPROVED EQUAL TO BE USED ON ALL AC PIPE AND ANYTIME A BRANCH LINE IS GREATER THAN 75% OF EXISTING MAIN TAPPING TEE AND VALVE BY: JM1 DRAWING: WATER CONSTRUCTION FIRESTONEDRAWINGS SCALE: NTS " C 0 L 0 R A D 0 DATE: 1 /2020 CARBON VALLEY LUTHERAIN'CHURCH ml TOMN"OF F""E STA"DARD IRESTON I "NAME OF : Carbon Vallev Lutheran Church TYPE OF SUBMITTAL: FINAL DEVELOPIMIENT FILING UM : PREPAMTION DATE: JANUARY 15 2020 VISION DATE: MARCH 1 2020 VISION DATE: APIL 27 2020 VISION DATE: MAY 81 200 VISION DATE: VISION DATE: M2 13OF 14 4615968 08/04/2020 10:33 AM Page 14 of 14 PROPERTY LINE OR DRAINAGE SWALE C PC C SOIL STOCKPILE C DRAIN AWAY C FROM STRUCTURE � c PERIMETER --- CONTROL (PC) \-EXIST. CURB & GUTTER CURB INLET PROTECTION STREET EVERY BUILDING SITE IS UNIQUE AND POSES ITS OWN POTENTIAL EROSION HAZARDS. IN MANY INSTANCES, ADDITIONAL OR ALTERNATIVE CONTROL METHODS ARE NECESSARY IF THE LOT IS ADJACENT TO A CREEK, LAKE, OR WETLAND; SLOPES ARE GREATER THAN 6%; RECEIVES RUNOFF FROM ADJACENT AREAS; AND/OR MORE THAN ONE ACRE OF GROUND IS DISTURBED. NOTES: 1. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND CONTRACTOR TO COMPLY WITH STATE LAWS AND LOCAL AND COUNTY ORDINANCES REGARDING CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL. IT IS THEIR RESPONSIBILITY TO APPLY FOR ALL APPROPRIATE PERMITS. 2. THIS PLAN IS ONLY A SAMPLE PLAN AND IS NOT INTENDED TO BE ALL INCLUSIVE OR ADDRESS EVERY SITUATION, ADDITIONAL OR MODIFIED PRACTICES MAY BE REQUIRED ON SOME SITES. THIS SHALL ONLY BE USED ON SMALL CONSTRUCTION PROJECTS THAT DO NOT NEED A STORMWATER QUALITY PERMIT. 3. EROSION OR SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND MAINTAINED THROUGHOUT CONSTRUCTION. 4. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE(S). 5. TRASH SHALL BE PROPERLY DISPOSED OF AND CONTAINED AT ALL TIMES. 6. PLEASE REPORT ANY ILLICIT DISCHARGE BY CALLING (303) 833-3291 OR EMAILING STORMWATER@FIRESTONECO.GOV. PERIMETER CONTROL (PC) 1. INSTALL PC PARALLEL TO THE CONTOUR OF THE LAND. 2. ENSURE PC ARE INSTALLED PER DETAIL SPECIFICATION. 3. INSPECT AT LEAST WEEKLY AND AFTER EACH STORM EVENT, REPAIRING AS NEEDED AND REMOVING SEDIMENT DEPOSITS WHEN THEY REACH ONE-HALF THE PC HEIGHT. CONSTRUCTION TRAFFIC ENTRANCES PROVIDE A SINGLE CONSTRUCTION TRAFFIC ENTRANCE THAT IS MAINTAINED IN A STABLE MANNER TO MINIMIZE SEDIMENT TRACKING TO TOWN STREETS. SMALL CONSTRUCTION PROJECT EROSION CONTROL STORM SEWER BY. JME FIRESTONE CONSTRUCTION DRAWINGS SCALE: NTS C 0 1, 0 R A D 0 DATE: 1 /2020 3" MIN _YETHYLENE POLYETHYLENE�L D BREAKER BOND BREAKER UNDISTURBED BEARING SOIL SURFACE TYPICAL BEND POLYETHYLENE BOND BREAKER �- UNDISTURBED SOIL DEAD END POLYETHYLENE BOND BREAKER -- I-- 3" MIN UNDISTURBED SOIL TEE BEARING �If SURFACE BEDDING --J MATERIAL UUNDISTURBED SOIL TYPICAL CROSS SECTION 1AWING: 3" 6" FLOW ' DIA OF SCL COMPACTED EXCAVATED TRENCH SOIL Fmw 9" DIAM CONTROL LOG I%2"x I%2"x 18" (MIN) WOODEN STAKE 9"DIAMETER (MIN) SEDIMENT CONTROL LOG !lAM NOTE: LARGER L IDIAMETER SEDIMENT CONTROL 311 LOGSMAYNEED TO OF DIAM. BE EMBEDDED SCL DEEPER. (TYP) SEDIMENT CONTROL LOG 611 CENTER STAKE IN MIN., CONTROL LOG 9" DIAMETER (MIN) 3" SEDIMENT CONTROL LOG 3 OF DIAM. SCL (TYP) ;o A SECTION A 12" OVERLAP (MIN) SEDIMENT CONTROL LOG JOINTS SCL-1. SEDIMENT CONTROL LOG BEARING AREA (SQUARE FEET) FOR CONCRETE THRUST BLOCKS SIZE BENDS TEES ENDS CROSS W/ 1 BRANCH PLUGGED CROSS W/ 2 BRANCHES PLUGGED 90' 45' 22-1/2' 11-1/4' 3 1.5 0.8 0.4 0.2 1.1 1.1 1.1 1.1 4 2.7 1.4 0.7 0.4 1.9 1.9 1.9 1.9 6 6.0 3.2 1.7 0.8 4.2 4.2 4.2 4.2 8 10.7 5.8 2.9 1.5 7.5 7.5 7.5 7.5 10 16.7 9.0 1 4.6 2.3 11.8 11.8 11.8 11.8 12 24.0 13.0 6.6 3.3 17.0 17.0 17.0 17.0 14 32.7 17.7 9.0 4.5 23.1 23.1 23.1 23.1 15 37.5 20.3 10.3 5.2 26.5 26.5 26.5 26.5 16 42.7 23.1 11.8 5.9 30.2 30.2 30.2 30.2 18 54.0 29.2 14.9 7.5 38.2 38.2 38.2 38.2 20 66.6 36.1 18.4 9.2 47.1 47.1 47.1 47.1 21 73.5 39.8 20.3 10.2 52.0 52.0 52.0 52.0 22 80.6 43.6 22.2 11.2 57.0 57.0 57.0 57.0 24 96.0 51.9 26.5 13.3 67.9 67.9 67.9 67.9 30 149.9 81.2 41.4 20.8 106.0 106.0 106.0 106.0 36 215.9 116.9 59.6 29.9 152.7 152.7 152.7 152.7 NOTES: 1. REFER TO CONCRETE THRUST BLOCK TABLE FOR MINIMUM BEARING SURFACE AREAS. 2. ALL FITTINGS TO BE WRAPPED WITH POLYETHYLENE. 3. PIPE INSTALLED UNDER CONDITIONS DIFFERENT FROM THOSE NORMALLY ENCOUNTERED SHALL REQUIRE THRUST BLOCKS DESIGNED FOR THOSE PARTICULAR CONDITIONS. 4, THRUST BLOCKS ON PIPE LARGER THAN 12" SHALL BE DESIGNED FOR CONDITIONS EXISTING AT THE INSTALLATION SITE. 5. REFER TO SECTION 03300 FOR CONCRETE REQUIREMENTS. 6. CALCULATION MADE FOR THIS TABLE ASSUME: 100 P.S.I. INTERNAL STATIC PRESSURE 1,000 P.S.F. SOIL BEARING CAPACITY 1.5 FACTOR OF SAFETY L O: 0 11� a .a. e: y ;.. a '• o • •v PROFILE SIZE OF P 11 1 /4 DEG. 22 1 /2 DEG. 45 DEG. D L" W" H" E" VOL C W" H" E" VOL C W" I H" E" VOL 4" 12 24 24 12 4 12 34 34 12 8 22 37 32 22 15 6" 18 32 27 18 9 15 52 40 15 18 28 64 32 28 33 8" 21 40 33 21 16 22 61 40 22 31 35 64 45 35 58 10" 24 50 36 24 25 30 59 48 30 49 42 72 52 42 90 12" 1 311 56 36 31 36 1361701481361 70 45 80 62145 129 VERTICAL THRUST BLOCK NOTES: 1%2"x 1%2"x 18" (MIN) WOODEN STAKE #5 REBARS LOOPED OVER BEND. EMBEDMENT LENGTH IN CONCRETE IS EQUAL TO (E) IN TABLE BELOW. TtIhiTLtNL bUNU UNLAKLN 'ICAL) REBARS EXPOSED TO FARTH SHALL BE COATED WITH BITUMINOUS PAINT. 1. THRUST BLOCKING SHALL BE CAST AGAINST UNDISTURBED EARTH. FORMS SHALL BE USED AS REQUIRED TO OBTAIN ADEQUATE BEARING AND TO CONFINE THE CONCRETE. THRUST BLOCKING SHALL BEAR ON THE FITTING OR END CAP ONLY AND SHOULD NOT BE ALLOWED TO SPILL OVER THE JOINT OR AGAINST THE PIPE. 2. VOLUME IS IN CUBIC FEET. 3. ALL CONCRETE TO BE 4000 P.S.I. MIN. 4, BLOCKS TO BE CENTERED HORIZONTALLY ON THE BEND. 5, DESIGN BASED ON A TEST PRESSURE OF 1,50 P.S.I. AND SAFETY FACTOR (S f) OF 1.5 6. Vg = Sf PA SIN 0 7. FOR STATIC PRESSURES GREATER THAN 100 P.S.I. AND/OR SOIL BEARING CAPACITY LESS 7. Wm= 140 # / FT3 THAN 1,000 P.S.F., THE DESIGN ENGINEER SHALL PROVIDE SPECIFIC CALCULATIONS FOR REVIEW AND APPROVAL. 8. THE DESIGN ENGINEER IS RESPONSIBLE FOR VERIFYING THE ACTUAL SITE CONDITIONS 8. ALL CONCRETE SHALL BE 4000 P.S.I. MINIMUM. WITH RESPECT TO THE ASSUMPTIONS LISTED ABOVE. CONCRETE THRUST BLOCK DETAIL �►ATT FIRESTONE C O L O R A D O COMPACTED EXCA VATED 311 TRENCH SOIL FLOW - - CENTER STAKE IN CONTROL LOG 9"DIAMETER (MIN) SEDIMENT CONTROL LOG PLACE LOG AGAINST /3 OF DIAM. BAI CK OF CURB SCL (TYP) SCL-2. SEDIMENT CONTROL LOG AT BACK OF CURD CENTER STAKE IN CONTROL LOG 9" DIAMETER (MIN) SEDIMENT CONTROL LOG TREE LAWN (TYPICAL) PLACE LOG SIDEWALK I �---- AGAINST BACK OF CURB SCL-3. SEDIMENT CONTROL LOG AT SIDEWALK WITH TREE LAWN �r4 Nl sTA�r�T VERTICAL SPACING VARIES DEPENDING ON SLOPE �J CONTINUOUS SCL AT PERIMETER OF CONSTRUCTION SITE SCL-4. SEDIMENT CONTROL LOGS TO CONTROL SLOPE LENGTH 0 CWA SEDIMENT CONTROL LOG INSTALLATION NOTES. 1. CONTRACTOR SHALL FIELD -DETERMINE LOCATION OF SEDIMENT CONTROL LOGS DOWNSTREAM OF DISTURBED AREAS, TO PROTECT AGAINST SEDIMENT TRANSPORT FROM EXITING THE SITE. 2. SEDIMENT CONTROL LOGS THAT ACT A S A PERIMETER CONTROL SIIALL BE INSTALLED PRIOR TO ANY UPGRADIENT LAND -DISTURBING ACTIVITIES. 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT FIBER, AND SHALL BE FREE OFANYNOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, HOLES AND OBVIOUS WEAR. 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. HOWEVER. THEY SHOULD NOT BE USED IN PERENNIAL STREAMS OR HIGH VELOCITYDRAINAGE WAYS. 5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO A DEPTH OF APPROXIMATELY 113 OF THE DIAMETER OF THE LOG. IF TRENCHING TO TIIIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TER M INS TA LL A TION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAYBE ACCEPTABLE WITH MORE ROBUST STAKING 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL TIIAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN ROLLER. 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. SEDIMENT CONTROL LOG MAINTENANCE NOTES 1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM 1N EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSAR Y MAINTENANCE. 2. FREQUENT OBSER VATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS INEFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY %2 OF THE HEIGHT OF THE SEDIMENT CONTROL LOG. 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION. IF DISTURBED AREAS EXIST AFTER REMOVAL. THEYSHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED INA MANNER APPROVED BY THE LOCAL JURISDICTION. VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE %5 % MINIMUM OF TWO APPROX CURB 30 DEG SOCKS CURB �. SOC FLOW-g 5' MIN BLOCK AND ROCK SOCK INLET PROTECTION (PER DETAIL IP-1) 3'- 5' TYP 1 %2" (MINUS) CRUSHED ROCK ENCLOSED IN 0" ON BEDROCK OR WIRE MESH HARD SURFACE, 2" WIRE TIE ENDS IN SOIL IP-2. CURB ROCK SOCKS UPSTREAM OF INLET PROTECTION LJ IvIliv 12" TYP CONCRETE WASHOUT AREA PLAN SURFACE COMPACTED BERM CURB ROCK SOCK INLET PROTECTION INSTALLATION NOTES z4 1 AROUND THE PERIMETER 2% 1. SEE ROCK SOCK DESIGN DETAIL INSTALLATION 1 ' MIN = REQUIREMENTS. I - J 1 2. PLACEMENT OF THE SOCK SHALL BE APPROXIMATELY 30 UNDISTURBED ORP\ ''3 '>_3 DEGREES FROM PERPENDICULAR THE OPPOSITE DIRECTION COMPACTED SOIL 3'x3' MIN VEHICLE TRACKING OF FLOW. CONTROL (SEE VTC 3. SOCKS ARE TO BE FLUSH WITH THE CURB AND SPACED A SECTION A DETAIL) MINIMUM OF 5 FEET APART. 4. AT LEAST TWO CURB SOCKS IN SERIES ARE REQUIRED UPSTREAM OF ON -GRADE INLETS. CWA-1. CONCRETE WASHOUT AREA CWA INSTALLATION NOTES 1. CONTRACTOR SHALL FIELD -LOCATE OPTIMAL LOCATONFOR CONCRETE WASHOUT. 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANYNATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE WITHIN 1, 000' OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHL YPERMEABLE SOILS EXIST ON SITE, THE CWA MUST'BE 1NS7ALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE AREA SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALL INCL UDE A FLAT SUBSURFACE PITT HAT IS AT LEAST 8' BY 8' SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT LEAST 3' DEEP. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF I'. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. 7. SIGNS SHALL BE PLACED AT THE C'ONS7W UCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLYINDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 8. USE EXCA VATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. CWA MAINTENANCE NOTES 1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEMIN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOONAS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSAR Y MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED INPIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 21. 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE INA WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY. 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED INA MANNER APPROVED BY THE LOCAL JURISDICTION. RS 1 %2" MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH 4" TO 6" MAXAT CURBS GROUND SURFACE OTHERWISE 6"-10" DEPENDING ON EXPECTED SEDIMENT LOADS ROCK SOCK SECTION ROCK SOCK PLAN ANY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF 1 %2" (MINUS) CRUSHED R0CKAND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK REINFORCED SOCK. AS ANALTERNATIVE TO ROCK FILLING JOINTS BETWEENADJOINING ROCK SOCKS WITH SOCK, 12" 12" CRUSHED ROCK AND ADDITIONAL WIRE WRAPPING, ROCK TYP SOCKS CAN BE OVERLAPPED (TYPICALLY 12" OVERLAP) TO AVOID GAPS. ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE f MASS PERCENT PASSING SQUARE MESH SIEVE NO.4 2" 100 1112 90 -100 1" 20-55 314" 0-15 318" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE 1,RACTIM ED (ACE, ALL SIDES. ROCK SOCKINSTALLATIONNOTES: 1. PLACE ONAPPROACH TO INLET AT SOUTH SIDE OF INTERNAL ROADWAY, AS CURB SOCKS & ROCK -SOCK INLET PROTECTION, PER IP DETAIL. 2. CRUSHED ROCK SHALL BE 1 %2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1 %2" MINUS) 3. WIRE MESA SHALL BE FABRICATED OF 10 GAGE POULTRYMESH OR EQUIVALENT, WITHA MAXIMUM OPENING OF'/2", RECOMMENDED MINIMUM ROLL WIDTH OF 48" 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5. SOME MUNICIPALITIES MAYALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. ROCK SOCK MAINTENANCE NOTES 1. INSPECT BMPS EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CA USES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREO UENT OBSER VATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS INEFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPS HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. P 4. ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEA VIL Y SOILED, OR DAMAGED BEYOND REPAIR. 5. SEDIMENT ACCUMULATED UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALL Y WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY %2 OF THE HEIGHT OF THE ROCK SOCK 6. ROCK SOCKS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 7. WHEN R0CK SOCKS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. D DESIGN & CONSULTING GROUP P.O. BOX 441730 phone: 720-689-7324 AURORA, CO. 80044 web: PrismDCG.COM