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HomeMy WebLinkAbout13550 Hwy 131 - 168926100013Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 EAGLE COUNTY Project Address Parcel No. 013550 HWY 131 BOND AREA, CO 168926100013 RICK ULLOM PO BOX 850 Phone: (970)328-8605 EAGLE COUNTY GOVERNMENT EAGLE CO 81631- Cell: Engineer(s) PO BOX 850 Phone MARCIN ENIGINEERING EAGLE CO 81631- 970-748-0274 Contractor(s) License Number Phone Primary Contractor B&B EXCAVATING (9701376-6409 Yes Inspections: _ For Inspections call: (970) 328-8755 Inspection IVR Permitted Construction / Details: Installation of the double Cascadian with chase double vault toilet building as shown on the engineers design drawings dated March 29, 2012 in the location depicted on the April 9, 2012 site plan. Design engineer must certify proper installation of the facilities to final the construction permit and prior to public use of the facilities. CONDITIONS: Customer Copy 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Ray Merry April 20, 2012 Issued y: Environmental HealthDepartment, Eagle County, CO Date Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 EAGLE COUNTY Proiect Address 013550 HWY 131 BOND AREA, CO Parcel No. 168926100013 Owner Information Address RICK ULLOM PO BOX 850 Phone: (970)328-8605 EAGLE COUNTY GOVERNMENT EAGLE CO 81631- Cell: Engineer(s) PO BOX 850 Phone MARCIN ENIGINEERING EAGLE CO 81631- 970-748-0274 Contractor(s) License Number Phone Primary Contractor B&B EXCAVATING (970)376-6409 Yes Inspections: For Inspections call: (970) 328-8755 Inspection IVR Permitted Construction / Details: Installation of the double Cascadian with chase double vault toilet building as shown on the engineers design drawings dated March 29, 2012 in the location depicted on the April 9, 2012 site plan. Design engineer must certify proper installation of the facilities to final the construction permit and prior to public use of the facilities. CONDITIONS: Office Copy I . THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE. OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, etseg., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Ray Merry April 20, 2012 issued y: Environmental HealthDepartment, Eagle County, CO Date DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecountv.us EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us ************************************************************************************ PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # �" - /"1- = C BUILDING PERMIT INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEESCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 400.00 This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $135.00 Make all remittance payable to: Eagle County Treasur. r. Property Owner: 0 tVo T�1 Phone: Mailing Address: ISOAT a 4 ! e_ /8� IG 3 email �r� Y u K �'ao9 I t 0014 " �-• y S � Registered Professional Engineer:A VCR nth �(�L/ Phone: 7 / Z7 Applicant or Contact Person:1 t (' ,� lA. l l ©�� Phone: / e O Licensed Systems Contractor: , 4 %X C a v'j. License # Company / DBA: Phone: 3 -Z—E1 Mailing Address: 13oX YB �Q G �2cr �� email Aa t d '�xC4tycl_+_,�7 ; Ci Uir Permit Application is for: X New Installation Location of Proposed nsite WMer Treatment S Legal Description: Cil� FIB ,e > Tax Parcel Number: Q GY11 e Assessor's Link: www.eaplecounty.us/patie/ Physical Address: 3 S`_c Building Type: Residential / Alteration Repair Lot Size: Number of Bedrooms: 23 Residential / Multi Family Number of Bedrooms: , Commercial / Industrial* Type of Use: r /< *These systems require design my a Registered Professional Engineer Type of Water Supply: Private Well Spring Surface Public ,i If Public Name of Supplier: Applicant Signature: ********************* ********************************************************* Office Use Only CC,' Amount Paid: k 0 Receipt #: Check #: Date: �(J� a � �' U'` �G� Eagle County Environmental Health & Sustainability TO: Open Space Attn: Toby Sprunk PO Box 850 Eagle, CO 81631 Toby.sprunk@eaglecounty.us PROJECT N ACCOUNT NUMBER DE CRIPTIO �%.\ PJ�v-Op APPROVAL AND DATE PM 4�OTHER SHIP TO: Eagle County Environmental Health PO Box 179 Eagle, CO 81631 environment@eaglecounty.us 01R--t Ij DATE: APRIL 10, 2012 COMMENTS OR SPECIAL INSTRUCTIONS: SEPTIC SYSTEM PERMIT FEE FOR 13550 HWY 131 PARK VAULTS. QUANTITY DESCRIPTION UNIT PRICE TOTAL 1 Septic system permit fee for 13550 Highway 131 — Park Vaults $800.00 $800.00 SUBTOTAL SALES TAX SHIPPI & HANDLING /TOTALDUE $800.00 $800.00 Make all checks payable to Eagle County Treasurer If you have any questions concerning this invoice, contact Terri Vroman 970-328-8755 Terri.vroman@eaglecounty.us INTERDEPARTMENTAL CHARGES Date of Service it 1 1.2. Descri tion of Service Account Number for Department Providing the Service Amount 601 D 0 00 $ Ov. O Account Numbers for Department(s) Receiving the Service Amount DO/- O Igo ogo_- Dept Approval Si nature: Receiving Department Approval to Post Signature: Af#er approval Please send iterof#ice maf! is Robbce �n ;�inarice h4N-24Z—OC6 OCY80103 UNnOO 31OV3 OOV80100 'NOAV ' - Z90t X09 O d 0N16213NI0S1N3YiA02JdW1 30VdS N3dO 300INS 31V1S "" W I 011 N3 NI021b'W 'e+ NVId unan Sc3 133i3 t�:td llf1LL(t 435N3b 21-Si-v <a �a E17/- ,- i- ��o a i I a I 1 1 4 YE�3 aPIF- �a w8�e' Wg�H 03„ � Ear pe iy� air 1 r � s 0 Dump Station Eauipuient> Sanitary Hatch Cover View Cart (0) 1 Checkout Price: 5295.50 Availability: in stock Prod. Code: DStiGT2 -'-Wiew Product Images 4" fpt hatch cover. Bronze cap and single lever foot pedal with non -slip threads. Cast iron base designed as self acting anchor lug. Flat face seat between cap and base for positive close. Fly tight seal. Lockable. Sel' i ?siti= . Design allows for flush or raised installation. Designed according to specifications for environmental protection. Warranty. 100% US Made http:/;wWW.trumbullrccreation.com/catalogi'iteml54'1214015379082.htm jJ Name 1 Address Marcia Ear-ineering LLC P.O. Box 1062 Avon. CO 81620 Valley Precast, Inc. P.O. Box 925 BLlena Vista, CO 81211 Phone: 719-395-6764 Fax: 719-395-3727 frontdesk@vallcyprecast.coni www.val leyprecastxom Contact Name DDD Delivery Location Eagle County State Bridge Estimate Fctimata li 22» Date of Estimate Estimate Expires 4/21/2012 6/2312012 Item Description Qty Cost Total 150OT-1CI' 1500 Gallon Top -Scam, One Compartment'Tank 1 1.405.00 1.405.00T (HOLDING TANK) Set Fee Tani: Set Fee 1 200.00 200.00 AIJNV 115v Stand -Alone or Remote Alarm Panel 1 103.06 103.06T MI. IA Signal Float with Collar 1 29.62 29.62T RRPB Float Bracket 1 17.40 17.40T PRTA24 24"-Tank-to-Riser Adapter 1 24.82 24.82'17 PRTA2413DKIT 24" Adapter Bolt Down Kit 1 10.48 10.48T RP24 24" Diameter PVC Riser Double Wall (per foot) 3 45.66 136.98T PI,24GI2 24" Diameter Heavy ditty Poly Lid with 2" insulation 1 75.72 75.7271' SREX 1-4 External Splice Box (4 cords) 1 74.67 74.67T Service Tech Installation - holding Tank tivith Alarm Setup 1 104 O0 100.00 Thank vou! Subtotal S2177 75 Sales Tax {2.9%} s54 45 Total 52,232.20 M'77=777777 WaztowaWr a Systems o VALLEY * Products Alarm System; * Variable float setting * 80% volume alarm standard * Weather proof panel 9 volt or 115 volt * 1 2" PVC riser standard 7 7 RCL '7 P.O. BOOM 3727 MMM vbb4 CO 81211 1 Erndl- 11 s Item 9 150OT-ICP Fiexi Bi 68" 1500 Gallon Top Seam _- 132 _ _ _ _ _ _ _ 129'- DIS&V Specs Invart Dirnenslons *Waets ASTMm« 1T tang x & VMe Inlet Outlet t.engdh Width Held t C-1644-06for millevit connectom 5W below Wat Invert SW Sr 132" 68" W 4000 II conomfe_ Delivered I with Internal piping No IetWelght PVC, poly or coricrets risers available Capacity Lid Tank Total Option of pump or siphon Installed l 1,528 gallons 3,600 ibs 10,760 ibs 14,360 Ili VALLEY 0 Systems e Products E7 PRECAST, Inc. esemes Co. Rd 317 P.O. 8MR5 R81211 WWMrM-. . by Ewell: ` . I I / END NEW / FENCE i / INSTALL NEW WOODEN SPLIT / RAIL FENCE + � RE: ARCHITECT / COLORADO RIVER INSTALL ELECTRICAL \ \ SERVICE LINE (TYP)- SEE\ %VATH WELL DETAILS. COORDINATE EE WITH EAGLE COUNTY AND \ ATE ELECTRIC COMPANY \ TY \ \ EXISTING INSTALL 12'X4O' GRAVEL PAD AREA FOR \ ELECTRIC METER CARETAKER CAMPER. FINALIZE LOCATION I WITH EAGLE COUNTY EXISTING WOODEN INSTALL 9'X76' GRAVEL PAD\ \\ BUILDING TO AREA FOR DUMPSTER AND REMAIN GLE COUATE NTY TWO BEAR PROOF TRASH \ VATH EAGLE COUNTY CANS -FINALIZE LOCATION \ q \>, \ e ' O F a, APPROXIMATE , EDGE OF EXISTING /GRAVEL AND CONTRACTOR TO A SAGE BRUSH INSTALL GRAVEL \ LIMITS (TYP) AND REGRADE / EXISTING PARKING LOT -SEE GRADING W PLAN AND \ EXISTING ' _QETAILS IBM SIGN (TYP) PROPOSED 1°♦ SIGN -NOT IN 24.C)',� CONTRACTO CON�fRACT \ R40.0' TO REMOVE & '—may _ DISPOSE EXISTING ° ° u PROPOSED vrc WOOD BUI ° ° 10.0' RING OOM CHAN(TYP) v4 0 v a a C7 O z N Q WO O' O z o 0 z 0] U U O O z 2 Q ,;. INSTALL 3 REMO 24.5' CONCRETE 0'/y EXISTING -'♦ s 0 R122.O' z SIGNl► PROPOSED J S 5.0' () 5 i ONE-WAY SIGN, n. LOCATION MAY 3 i 24.0' \ 7a PPROPOSOED \ CONTRACT IN \\ ( N -- — 10/ PARKING /� ♦ $ SPOT 40.0' \ EXISTING TREE INSTALL I � BOULDERS AND RIVER \ INSTALL \ (TYP) IMPROVEMENTS \ 6 ° LANDSCAPING \1 RE: RIVER ENGINEER \ PROPOSED 7 g \� \° ° BOULDERS (TYP , PLANS 10' X 40' g �° RE: ARCHITECT R2O.O' PROPOSED FUTURE PAR PINOG 1011 10.01 \ \� ( STEPS WITH RAFT RAIL \ SLIDES FOR SECONDARY BOAT LAUNCH AREA - \ RE: RIVER ENGINEER \ \ \ \ \ \ EXISTING OVERHEAD 15 PLANS ELECTRIC (TYP) \ � R3O.O' \ \ INSTALL 2' GRAVEL ` ~ m_ INSTALL 22' ASPHALT AND SHOULDER OFF OVER 24' GRAVEL CLASS �\ c PRESERVE ASPHALTCONTRACTOR R AAND TALL TVEL ;% SBOUT ` ROTECT EXISTING I i� COLOR ADO RIVER INSTALLR ` R3O.O' REGRADE EXISTING ` /� WALL (TYP) _ O DRIVEWAY -SEE GRADING .� -SEE GRADING PLAN R3O.O' PLANS AND DETAILS / \ _ AND DETAILS / EXISTING DITCH \ � (TYP) \ EDGE OF EXISTING R.O.W.- ` ASPHALT (TYP) SAWCUT ` \ (TYP) \ APPROXIMATE `�- CENTERUNE EXISTING ED OF GRAVEL (TYP) INSTALL ASPHALT ENTRY -SEE DETAILS EXISTING 24" CULVERT (TYP) NOTE: \ \ INDIVIDUAL CAMPGROUND AREA IMPROVEMENTS MAY VARY THROUGHOUT THE SITE. COORDINATE NTH EAGLE � COUNTY ON WHICH CAMPGROUNDS ARE \ TO BE ABANDONED OR TO REMAIN AND THE VARIOUS IMPROVEMENTS TO EACH. \ \ GRAPHIC SCALE \ 0 40 60 BO 120 200 \ (M FFED \ l inch^ t0 fl. NTH EAGLE COUNTY \ \ \ PROPOSED \ NOT ENTER SIGN, LOCATION \ LOCATION MAY VARY -NOT \ IN CONTRACT \ ' APPROXIMATE EDGE \ 1 NORMAL HIGH WATER (TYP) \ PROPOSED \ EDGE OF GRAVEL \ i TRAVEL (TYP) \ INSTALL C.I.P.CONCRETE i BOAT RAMP R&D' \ � RE: RIVER ENGINEER PLANS \ 20. \ 46.0' R33.O' RE: ARCHITECTa 2 p \ \ BEGIN NEW FENCE 20.0 \20.0, ' \ \� o 2 \ \ \AT BANK TOE /�' INSaALL DOUBLE ' • VE` ♦ 2 CASCASIA EXISTING CXT STANDARD OVERFLOW RESTR00" BUILDING \ PARKING AREA. \ -SEE MANUFACTURER PARKING SPOT \ FOR DETAILS � DELINEATION IS RE: ARCHITECT FOR VISUAL INSTALL HANDICAP \ URPOSES ONLY STRIPING AND SIGNAGE PI COUNTY REG \ \\� \ 96.0' ♦RS z WW O d' a W U Q a to W a O LLJ C9 m m Q f� 12001 4-5-2012 1" = 40' SHEET C-3 COLORADO RIVER \ ♦ ( U GRADING IMPROVEMENTS THROUGHOUT \ REMAINDER OF THE SITE WILL BE \ MINIMAL. CONTRACTOR TO ASSUME FINE GRADING WILL BE REQUIRED I 'z N O _-- CONTRACTOR TO REGRADE \\\ \ W O Q C _ AREA AND INSTALL GRAVEL ♦ I Lo x J - - FOR CARETAKER PAD -SEE z0 co m DETAILS \ \ I C7 U CONTRACTOR TO \ \ Z G 0, REGRADE d PARKING LOT WITHIN ITHH IN ♦ 1 DEPICTED GRAVEL DRIVE s _ \ LIMITS AND INSTALL \ \ GRAVEL -SEE DETAILS ♦ `v, \ `� �� :♦ 1 �SPOT-� si,`\\�\ ' \ PROPOSED EDGE OF \ GRAVEL DRIVE APPROBANK/IMATE RIVER (TYP) NORMAL WATER \ \ � LINE (TYP) \ PROPOSED MAJOR MINOR R PROPOSED I z CONTOUR I Ld Ld /� \ `;, 1ad 1 (\\�\�\ CONTOUR \ (TYP) CONTRACTOR TO \ I Z \ 1 REGRADE EXISTING Q ° PROPOSED \ J O O \FIOWLINE (TIP) \ / RIVERBANK \ d n. < Q' �'< RE: RIVER ENGINEER I �__- \ •:\ $\\�\ a \\ �j`;;� 1 \ ' PLANS \ I W2 O Lu O v�� COLORADO RIVER \ I a a U EXISTING MAJOR \ 0 Z Z CONTOUR I Z a O \\\��- - �-- \\\ \G``• \\\�� (TYP) \ I Q O U EXISTING MINOR O Li w CONTOUR Z (TYP) \ m W CON �). TR TOR T0$ `\ \\ \ \ \\,°„ \ \\\ ) - \\\\.\\\\\\\ O� \ I L9 REGRADE EXISTING 10\_ \\\' PRESERVE AND 1�kPARKING LOT AREAS AS T7 \ \ \y �. \\\ �_ \ PROTECT EXISTING \ ( DEPICTED WITHIN \ \ \ I Q 1t1 GRADING LIMITS USING TREES \ F- EXISTING -LOT MAIEQAI� z INSTALL 2' GRAVEi.: '^ / (IIIIIII(�_...eOF i4glh IDVER 24' GRAVEL CLASSI6.CONTRACTOR TO\. _� D--INSTALL GRAVEL AND \� \ t EGRADE EXISTING INSTALL 130ULbER \1 1 % ! / \\� _ '-'DRIVEWAY-SEE GRADING .�� WALL (T)P) \N PLAN AND PROFILE AND )� SEE GRADING PLAIy\ .;.r DETAtt. i __... \ ANO DETAILS\\ \ -�'XISTINGEDGE OF'-\\ _ ='/�t� �+-�,� `�_ `x --_ at:EXISTING DITCH + \ \ TYP) \ EDGE OF EXISTING i-_____ ASPHALT (TYP)_- \ /APPROXIMATE/ CENTERLINE \ \ \ NSTALL ASPHALT`/- ENTRY -SEE DETAILS CONTRACTOR TO SAWCUT EXISTING'l� ASPHALT 1' BACK, REMOVE, REPLACE,- '� AND TIE NEW ASPHALT INTO EXISTING GRADE PER COOT SPECIFICATIONS ........ EXISTING 24" CULVERT (TYP) 758vZ -------- _ \ FF \ \ \ \ 58.65 /Av a2 58.�3 65 \ 8. 5'20% '\\ -- --- \ \5g 00 \\, 58.55 )5 4 — \ I \ GRAPHIC SCALE \ �J \ p ao so so / o zoo \ V \- -- --- -- -- `" \ U7CO �'SCALE, 1"=10' I I,- HEET C- 4 IRESTROOM AREA GRADING ! { "> / ! \ - /� / \\� \� \\`>•\ �\ \ \\ GRADING IMPROVEMENTS THROUGHOUT REMAINDER OF THE SITE WILL BE \ MINIMAL. CONTRACTOR TO ASSUME FINE U GRADING WILL BE REQUIRED COLORADO RIVER t\\ \\\\ / ✓ \\,".�� \\�� \\ \ \\ CONTRACTOR TO \ O REGRADE AREA \ AND INSTALL Q !� !/� j �I\11t}(1 ! // // / ✓� '^�\ \ �\��� '/'� \\ GRAVEL FOR \ W O [YCN / / , �!.///((i\,. \ l / -.••- // C P 3 / -\ /�3 \ �� CARETAKER PAD CONTRACTOR TO V REGRADE ' " / / J •'`lil \ \ 1 - \���\ \ \ \ -SEE DETAILS W JLI CAMP 5 // i' �� /� '�� \� \ \ �. \ \ PARKING LOTWITHIN\ Z O O <t CAMP 4 / _ \ \_ \ \ C.� - \\\\�\� \\ \ DEPICTED GRAVEL DRIVE 1ELEC ' ` \\\\'\'-\\\ \ \\. \ \•.,, LIMITS AND INSTALL \ W Z CAM 2 Cp_� \ \ \\\\\ \ \ GRAVEL -SEE DETAILS O O O SHED \ \\ \� \\\\� 2 d > rn J /� i �� // GRADING LIMITS (TYP) T\0 CONTRACTOR TO REGRADE EXISTING — \\\ \\ \\ \ \\ \ APPROXIMATE RIVER \ PARKING LOT AREAS AS--- \\ \ \ DEPICTED WITHIN (�) `. �� LILINEK( NORMAL WATER GRAPHIC SCALE \ GRADING LIMITS USING \ ,,, \ \ EXISTING LOT MATERIAL \\ \ \ \\ \\\� 20 3o ao so PROPOSED SILT FENCE (rNFEen \ (TYP) n�:.5= Io a \ PROPOSED EDGE OF i ' ! /! //-----__-'i-�— ;a:5o -�- �'►• 1 \ \\ \.•���\�\�\� GRAVEL DRIVE N 10 MPH \\ T \\ \ �\ \ 'aA\ TYP \ Z \ \ \ PROPOSED \ / \ 1\ w MAJOR COLORADO RIVER \ CONTOUR g O O T\ �\ Ir _ \\--' \\ \ e.3z�\I 1� I\\\\\ — (TYP) PROPOSED a QL O I MINOR d Q \ \\\ y \ \ ^\ vo { I CONTOUR w a PROPOSED / / `�" \ / I ( R / I 'C\ \ (TYp) (0 O SLOPE (TYP) /• - I® ® \ \ \ \ \ \ '. \ pl i \ ( Q W J _ PROPOSED \ tea. \ \ _ \ I / Z U SHE / !! >® FL044LINE (TYP) \\\\n `v�\ �a� �\>!o\ a: \ i x N /- - _ 1 } \ I 1 i \ : \- z ,�. .,,\ $�,�ae�:8 ° \ �, ) R� Z d O Sess '` \\ \\\\ \ \ \�\ Ilk �4\\\\\ � b w:4, I CONTRACTOR TO c� w w 3 �gw�a9\\ \ R \\\\\ \\� REGRADE EXISTING p RIVERBANK U' \\ >sc�_, \\ _�� \\ \\ �\}�, \\\\\\\ \ RE: RAVER ENGINEER Q 6' Q oP s.5x \ \\ \ ; I>9 \ \\\\\\ 3 .e VN \�\ \ PLANS m W 1 1 �' i°> / } I 1 I \ _'.,4yy.',•; .. > \�P� -� \ \PROPOSED SPOT \\ \ \ ELEVATION (TYP) \ \ \ \ --'"' \ \ \ \\ \ \ ) 8 =\ \\ \\\ \♦ \ \ \\ �\\\\ig�"`69. \\\\a�� \\ \ \ \ -4 > -__wj \\�•.4 .\ \\ /EXISTING DITCH \\ \ \\ „\ \ \ >aa \ \\ `ITYP). �"'\, �� E. o%�\\ \ } vo J PRESERVE AND 1111\\ 1 6 \ \� \ \ \ \ \,rnl— _ \ i� \ \ x PROTE TREES CT EXISTING w EXISTING MAJOR \—�''\ \ \ CONTOUR — — — - —�� / \ \\ \ \\ \ \ \ 'i .\ \\ 11 �\ \ \\ \ ExISTING MINOR CONTOUR ___/\:\ � � _ J � �/i/�!//!/.IJ/ IllirJll/ l —_ ,� '� --__ ____ �� \\ \\ \\ \ \\ �� \\ J \ \ k � 11 \ \�-•\ \\ 1 \ (TYP) w .'� � \ `\ \ _ !_���--' �/ i' / /i 'f //// ��-� ---- "__—/-----;� ``` �� \ \ \ \ how• $ � \ \ � 1 I\ \ \ \ INSTALL 22' ASPHALT VER 24' GRAVEL CLASS / __-- �-�-// CONTRACTOR TO — -- �.- //////i i "ii / //111111111 INSTALL GRAVEL AND _- J/J // /J i�'..� 11111/1{}II\__-REGRADE EXISTING DRIVEWAY -SEE DETAILS >y -. \�_/Y-. I STALL BOULDER,/ \ \ \ ! f ( / ! \\ \ \ \ \\ \\ _ \ \ \ \ \ . pU ` 3 49 `INSTALL 2' GRAVcL WALL (TYP/ / \ / / I ! i \ \\ "^\ \ \ \`\ \ \ \ •\a,� SHOULDER QFF QSPHALT� �� / / / / II i{ II fl I --- i / /---- \ \\ \ l \ 1 !`\ -SEE DETAILS �� \ \\--__� �,___ __-__-___i/� - \ \\(�„^•c��,,� ��\��"_- -_- --- ���� �� \ \ \ \ \ ,. \ \ \ \ \ \ \ \ y \ 1\ JOB: 12001 - ___ ----- ___'__\\\ -_` \ �� ��_ - ��� \ \ \ \ \\\ ��'\ \ �\ \ \ \ \ DATE: 1" 2012 / - _- _,-,---_----'--_-_- �\\\\\\�\ \ \ SCALE: 1" 20' EDGE OF EXISTING �..: \ �=.ERISTING EDGE- OF= --•'"-----M� ����\� ��� �w�� _�..'__- _ ���` -�� ���`� �� �� \ \\\ `` \`\i \ -:''� ASPHALT (TYP) i' NSTALL ASPHALT -..,..._---; GRAVEL�TYP) __-��._ .�.--�� - ENTRY -SEE - - .___-------- _-_ �� ���.-_ �� --\ti'�`-���-_ DETAILS /--_-_-___-_-_-_-_-_-_- _ =__=_�__====,_ =__-__ :�.� ; ;;,,�;' :\\�; 1 SHEET APPROXIMATE / �;/ 1 -_'--- _- _5 CENTERLINE ONTR. CTOR TO SAWCUT EXISTING' -- - __ _-_- - --_�� -��_ _ ` _-�� - ��,-� ASPHALT 1' BACK REMOVE REPLACE AND TIE NEW ASPHALT INTO EXISTING GRADE PER CDOT SPECIFICATIONS \`\ CONFIRM FINAL LOCATION OF WELL, ELECTRIC PANEL, VAULT, FROST VA�EE T�NTY HOOK UPS \\ INSTALL ELECTRIC SERVICE \ COLORADO RIVER CONDUIT -SEE \ \ DETAILS \ \ INSTALL 3/4" WATER \ SERVICE LINE -SEE \ PROPOSED DETAILS \ \ WELL (TYP) INSTALL ELECTRIC \ \ SERVICE CONDUIT FOR RV INSTALL SERVICE -SEE DETAILS \ MANHOLE INSTALL RV ELECTRIC HOOK UP \ VAULT WITH 20E AMP, O AMP, T 5I \ AMP SERVICEY ELECTRIC WITH \ \ YAMPA VALLEY ELECTRIC \ INSTALL FROST \ co C:�D FREE SPIGOT \ RE: MANUFACTURE'S SPECIFICATIONS \ 0 INSTALL TELEPHONE ON COLORADO RIVER \ ygp BUILDING PER \ \ /i REQUIREMENTS OF COUNTY " INSTALL ELECTRIC ` \ SERVICE CONDUIT , UPDATE FROM SHED TO ELECTRIC PANEL / / RESTROOM-SEE TO CODE DETAILS \\ USE EXISTING INSTALL 4" SERVICE FROM -xi WATER SERVICE \ ANSFORMERLINE-SEE TO ELECTRIC / DETAILS \ PANEL INSTALL FROST ` FREE SPIGOT \ RE:MANUFACTURE'S SPECIFICATIONS \ \ \ EXISTING POWER COLORADO RIVER \ \ \ POLE (TYP) \ \ EXISTING \ OVERHEAD \ \ ELECTRIC (TYP) \ \ GRAPHIC SCALE \ 0 40 60 80 1 0 2 \ (M FEEY) \ Imm= �o n PROVIDED ll W.W \ \ h Z W O x 0- 9 w Q a N Z W O w O m m C N 32492 SHEET C-7 NOTES 1. BUILDING IS DESIGNED TO COMPLY WITH THE 2006 INTERNATIONAL BUILDING CODE (IBC). 2. DESIGN COMPLIES WITH THE PROVISIONS OF THE 2006 IBC CODE FOR THE FOLLOWING LOADS: GROUND SNOW LOAD = 250 PSF ROOF SNOW LOAD = 168 PSF FLOOR LOAD = 400 PSF IBC DESIGN SPECTRAL RESPONSE S3 = 0,40, S7 = 0.10 SITE CLASS D SEISMIC USE GROUP: I SEISMIC DESIGN CATEGORY: C BEARING WALL SYSTEM R = 4.0 BASIC WIND SPEED = 150 MPH (3-SECOND GUST) WIND EXPOSURE C, I = 1.0 3. BUILDING TYPE: IBC TYPE V-B OCCUPANCY: U EXTERIOR WALLS: 1-HR RATED PER IBC TABLE 720.1(2), ITEM 4-1.1 MINIMUM DISTANCE TO PROPERTY LINE: 10 FEET 4. CONCRETE STRENGTH f ci = 2500 PSI INITIAL f'c = 5000 PSI FINAL AIR ENTRAINMENT 5 1/2% t 1% IN PLASTIC CONCRETE. REINFORCING STEEL: GRADE 60 Fy = 60 KSI MINIMUM LAP 18" AT SPLICES. TIE BARS WITH DOUBLE ANNEALED 16 GA IRON WIRE. REINFORCING TO BE PLACED IN CENTER OF PANEL UNO. WELDED WIRE FABRIC(W.W.F.): 4x4xW8xW8, Fy=65 KSI (OR EQUIVAL). COMPLY WITH ASTM A82, SMOOTH WIRE, MIN. LAP 2 SQUARES. 5. EMBEDDED ITEMS IDENTIFIED ON DRAWINGS (i.e. PS-2, R301) REFER TO CXT STANDARD EMBEDMENT CATALOG. 6. BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH U.N.O. ALL SURFACES TO BE TEXTURED ARE NOTED ON PANEL DWG'S 7. REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS COVERING DESIGN, MATERIALS, PRODUCTION, AND INSTALLATION CRITERIA FOR SPECIFIC STYLE OF BUILDING. 8. ALL REBAR BENDS ARE TO HAVE A MINIMUM RADIUS OF 6x THE BAR DIAMETER. 9. CONSTRUCTION COMPLIES WITH THE SPECIAL INSPECTION PROVISIONS OF THE 2006 IBC, SECTION 1704. SPECIAL INSPECTORS ARE QUALIFIED PER IBC SECTION 1704.1 WITH THE BUILDING OFFICIAL IN SPOKANE COUNTY, WA. 10. IF THE PRIMARY PURPOSE OF THE INTERIOR SPACE IS ASSOCIATED WITH HUMAN COMFORT A FACE HEATING SYSTEM MUST BE PROVIDED IN ACCORDANCE WITH 2O06 IBC SECTION 1204.1 (NOT BY CXT) CONSTRUCTION COMPUES WITH THE SPECIAL INSPECTION. 11. ADEQUATE PLUMBING FACILITIES MUST BE PROVIDE IN ACCORDANCE WITH 2DO6 IBC SECTION 2902.4.1 (NOT BY CXT) 12. INSTALLATION TO MEET APPLICABLE LOCAL, STATE & FEDERAL CODES, BY OTHERS. CASTM TOLFRAHCES+ OVERALL LENGTH iR MOTH to FT OR tMER • t 1/8' to To 20 FT a +1/8', -3/16' E0 TD 40 FT n 11/4' TOTAL THICKNESS • 4V8, +1/4 VARLITMN FREW SMIARE • tl/8 PER 6 FT of DIAL 11AL LOON. SIMTHNESS - 1/41 IN 10 FT SWEEP u tV4' POSITMN OF TENNNS • t1/4' POSITI N OF BLDCKWTS • t1/4' SIZE OF 3711CKOIITS • tl/4' POSITMN OF EMBEDS • iV4' TIPPW AND FLtSF#= OF PLATES - +L16, -1/4 ODVD* . LENGTH/360 ENO SOURERM - ti/8' REDb' IT- M114DW CDVERAGE t3/8' COLORADO TAG REQUIRED 2010 FLORIDA BUILDING CODE (2009 IBC) 2008 NATIONAL ELECTRIC CODE 2010 FLORIDA FIRE PREVENTION CODE 2006 NFPA 101 FBC CHAPTER 11 ACCESSIBILITY CODE FBC CHAPTER 13 ENERGY CODE PANEL MARK NO, KEY PLAN APPLICABLE CODES 2006 INTERNATIONAL BUILDING CODE 2006 NATIONAL ELECTRICAL CODE INDEX OF DRAWINGS TITLE DCWC-01 COVER SHEET l��i' DCWC-02 BUILDING ELEVATIONS REG1'q DCWC-03 INTERIOR ELEVATIONS Apo �� ° .••P;°B '•. F DCWC-04 FLOOR PLAN DCWC-05 FINISH DETAILS DCWC-06 CASTING DETAILS 66 G): ol" RT: DCWC-07 WALL PANEL WiR 9 °; DCWC-08 WALL PANEL W1Lq�Eo DCWC-09 WALL PANEL W2 (QTY 2 REQ.) DCWC-10 WALL PANEL W3 DCWC-11 WALL PANEL W4 DCWC-12 ROOF SLAB R1R DCWC-13 ROOF SLAB R1L DCWC-14 FLOOR SLAB Fl DCWC-15 ELECTRICAL PLAN & SCHEDULE DCWC-16 RIGGING DETAIL DCWC-17 BILL OF MATERIALS 5884D State Road 18 Goshen, IN 48528 Phone (574) 533-0337 www.p e•I.com Fax (574) 53"736 =8 N SWlym Ift 17 Worm WA 99216 11 CjW Precast Products 8Dt N. Highway 77 H m, TX 76645 DOUBLE CASCADIAN with CHASE BtIL1kNG DC-932 NOM TM M-5. —t*W hv* Is and th, ' F�Dw'tT CIR IncaPastod TM rtef oNf W �mA 6 the rot SM�+payowi, k 4t-by teaA N PkI M. --d et off kawpast+d By dkdg — .10* F�m,otla�, C%T kppppvtW ao apno er hgoSL hidudfq a of or d f � o DQ P, CFt karyaafM COVER SHEET DCWC-01 17 SPRING HINGE 4.5x4,5 (TYP 3 PLCS) FRONT ELEVATION 13'-6' REAR ELEVATION PIPE 15'-0' PLCS) OR NAIL 1/4 x 3/4 RILL 1/4' 12 PLCS) •2) AS REQUIRED) SPRING HINGE 4.5x4,5 (TYP 6 PLCS) 3068 GALVANIZED DB DOOR ASSEMBLY SCHLAGE PRIVACY LATCH SCHLAGE DEADBOLT B661P 626 PHOTO CONTROL EXTERIOR LIGHT HIGH PRESSURE SODIUM (TYP 2 PLCS> 2868 GALVANIZED DB DOOR ASSEMBLY SCHLAGE PASSAGE LATCH SCHLAGE DEADBOLT B661P 626 ELECTRICAL CONDUIT CEDAR SHAKE TEXTURE BOARD & BATT. TEXTURE HORIZONTAL LAP TEXTURE MS-2 WALL VE TYP 2 P( BUILDING TO VAULT CONNECTION: BUTYL TAPE ADHESIVE SEALANT. VAULT 1 — TYP 2 P (SEE DWG #V RIGHT SIDE ELEVATION LEFT SIDE ELEVATION I OJ. IS 04C 1 A R RV. i AMRl9RR - i MAR � 9 2012 •. F :0 37466 4; A0. Goshen, IN 46528 Phone (574) 533.0337 ENwwwr.p-o-I . Fax (574) 533-9736 MW FL &Amn M# f7 8'A 9W6 NeXT Precast Products M N Howay n HillsImm, Tk 76M MT DBL CASCADIAN W/CHASE BUILDING DC-932 TM hkmxmm canal nRa m rr � cxT b abk4r eMhoui 9n p!s s fl- --t d GAT bRa --Wt g1 +4 m of RF p 9pctd 4, ra se a d adflCmm Ma QT Ymp-dw BUILDING ELEVATIONS DCWC-02 i7 PLAN VIEW 1 1/2' DRAFT IN 4'-0' 2' DRAFT IN 4'-0' (TYP 4 PLCS) CTYP 4 PLCS) 47YP 2 TOP z z OF ALL WALLS I II i Lfuu II I i n n I f I I I 11 I r I I I I i I I SLOPE = 1' PER 1'-0' 11'-11' ELEVATION I I I i I f I i 1 i I I I I I i I I END VIEW MAR ,) 92012 :O �• 37466 FS���rJ'�I_•F�1 Aogresstve �ngfnearing Ac. SSW State Road 15 Goshen, IN 48528 Phone 4574)533-0337 �rww.p-ea.com Fax (574) 533.9738 3895 N. When ft 17 Spd A NA 99215 mill L#IW Precast Products 901 N Highway 77 HIM", TX 700 DeL CASCAOIAN W/CHASE MA /'S DC-877 & DC-"B r. ��Is �*4 ssYM p�A�7 d f7Cf txgwaMit � •bx'el smeut tl» Ms' �R41 Wri4 d ,7IT Ympvl.d af' doAr w d IkF M wtlab Mluaq a d a d ebew (s ■ oR VAULT DEMENSIONS ► 9F 2 -- — -- -- — -- -- I II I ID I II II I I II II I I I I� 1! II If II II II II II II II II I II II I I II II I ___- -_ PLAN VIEW R320 E 12' O,C. (TYP 24 PLCS) I I ! A I 1 I I A I 1 I I A I I II I A I I 10'-6 1/2' 11'-11' ELEVATION M48'x134' i a i M48'x134' PLAN MESH LAYOUT M402 M401 M402 o 0 0 � a a z EXTERIOR EASY LIFT #UEIP3 ELEVATION MESH LAYOUT A — A INTERIOR ;H I mrtme I w-- 1 w.ar4.- n MAR 2 9 2012 P�� AEG 9, 37466 9p �2 ,r�SSJOPdAL Goshen, IN 46528 Phone (574) 533-0337 www.044.com Fax (574) 533-9738 JW3 N. SiAhm Bldg. F Spoken, WA 9921A mmCjw Precast Products 901 N 6114 ay 77 Nftom rn 79845 DBL CASCADIAN W/CHASE BLDG fS DC-577 3 OC-878 n» rr,m.e� eodnti.a n.,ti r pgr(��y ad s■ w•rM pngA7 d O(T rowpacbl 7M rfemdr. a ..d a■ a�irwea�i w r .ertir O as d■ v� . arw ....a 1 CRT revpard AY dle�4y wwgd 1Ar r4mdla� C%T j r1017�_ a *04 ra�ap e a a A a�w tr e yutivir ►u►wa VAULT REINFORCMENT V1-2 I/2 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 wsrw.eatiCJJ 1it.EiS P.O. Box 179 500 Broadway Eagle. 00 81631 www.eaglecounty.us OWTS PERMIT # U l i-f J- ta-I e-- :s# V SAY BUILDING PERMIT # rno'i: +i -j���Z.�� INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEESCHEDULE APPLICATION FEE $$00.00 MAJOR REPAIR FEF.. $800.00 MIN�TOR REPAIR FEE 400.00 This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $135.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: E' g44/s> Phone: 9'70"3'2VS `96C>, Mailing Address: W Roo E (o C Q Ski email r_a €., j_ U-j4, � e aci4 6, cee a i%AIA , (sOfv 11) Id Registered Professional .Engineer: -5.yi Ma rz-.Z �.. r" Pi-S Phone: Q -7 c _"7 j�K ^ O-Z:.7 i Applicant or Contact. Person: n& 4erV, w� o Phone: qz, - 7�t2 7 S -0,4 Licensed Systems Contractor: _9 19 a3 License # Company / DBA: - tja Phone: rf7t — 3716- G109 Mailing Address: 14fj S'S- Cca,j)g CID 'i b ( email _ t Permit Application is for: New Installation Alteration Repair Location of Proposed Onsite Wastewater Treatment System: Legal Description: NW `f .i iJE !A 2S iZpm�& S3LO_ 6ih ?, rn Tax Parcel Number: _! s `1 - ! - € i Lot Size: i A-.ee- S Assessor's Link: www.ea lecountv.usl atici Physical Address: .0i �S-0 I uj x 1_3 j J;� mk Re —ice . LO Building Type: ..........— Residential / Single Family 'Mumber of Bedrooms: Residential I Multi Family Number of Bedrooms: Commercial / Industrial* Type of Use: o � S&xl .......... _ *These systems require design my a Registered Professional IFngineer Type of Water Supply: Private Well If Public Name of Supplier: Applicant Signature: ra Office Use Only M�Fr" Amount Paid: W - Receipt #: Spring Surface Public Check #: Date.......__ rm (A x '14 m m tit 1 m� m; '!qg 1A ;.3 , '2, t �pj NA all, ! 11 11 liill I Cs lit Nj ig I all imiil IM 91 EiR g-H B M 2 M Hu� e-t 3:8 A P 8. "mw \ / is r '��� A OX 9 S. u,nury PLAN I MARGIN ENGINEERING LLC STATE BRIDGE OPEN SPACE IMPROVMENTS I P.O, BOX 1062 A VON, COLORADO EAGLE COUNTY, COLORADO 970-748-0274 t t 1111 i I I VII i i\ flit tfl �yxa PI 21 Yttt n l r I I �✓ T 1 s�A'Unli 1 •� �v �. 1� r i�� I ! �� r i r II. �y tlII,II t ♦ i 1 t i I t � i' t � i .p ...Y / � �! I � � 4 /! l YIf iul a i., r III II III' ' 1 i I, I iili i Iili �` + `���{/ / �',' �,/�' lJ 1 `.- � //�rr fit.,✓ // l�rnli'�l"' II iiIIIIi ❑III - / �i /r n\ � / .� / / �// d f,' / �` � �� , �/ o 0 + i /., /. fl / o o GRADING AND DRAINAGE PLAN —CIN ENGINEERING LLC P C BJ :,5D STATE BRIDGE OPEN SPACE IMPROVAIENTS AYO<` T;aZh0 ?C 74F� 02_'4 EAGLE COUNTY, COLORADO v. Eagle County Environmental Health & Sustainability PROJECTNAME INVOI ACCOUNT NUMBER *-;? - M - - of DESCRIPTION APPROVALANDDATE PM OTHER DATE: APRIL 26, 2012 TO. SHIP TO: Open Space Eagle County Environmental Health Attn: Toby Sprunk PO Box 179 PO Box 850 Eagle, CO'81631 Eagle, CO 81631 Toby.sorunk(deaglecountv.us environmentO)eaglecounty.us COMMENTS OR SPECIAL INSTRUCTIONS: SEPTIC, SYSTEM PERMIT FEE FOR 13550 HWY 131 CARETAKER RESIDENCE VAULT. QUANTITY DESCRIPTION UNIT PRICE, TOTAL Septic system permit fee for 13550 Highway 131 — Caretaker r residence vault. $800.00. $800.00 SUBTOTAL $800.00 SALES TAX SHIPPING & HANDLING TOTAL DUE $800.00 Make all checks payable to Eagle County. Treasurer If you have any questions concerning this invoice, contact Terri Vroman 970-328-8755 Terri.vroman(cbeaglecounty.us INTERDEPARTMENTAL CHARGES Holdling Tank is Mests ASTM C-1227 spec Including C-1 644-06 for resilient connedors * 4000 psi concrete * Delivered complete * Singis compadment tank standard Alarm System: @ Variable float setting e 80% volume alarm standard a Weather proof panel 9 volt or 115 volt ® 12" PVC riser standard Its 1500 Gallon Top Seam One Compartment 132 _ --_-- 68" _ ._ _ _ - _-129"-___ DIMIng Spew I *U-seets ASTMe4 IndudIng 13' Long x V VMe Inlet Outlet Lsngth Wkhh Mallght 1 ...1 for resilient cwfiscors5Wbalowhiletkiyot 6r Sr 132' W w 001 to . a DeterDeNered emplate with irternal piping No W weight PVC, PoVy or concmte risens available cam* Ud Tank Toth o Option of pump or siphor, MsWled 1,528 gals 3,600 lbs 10,760 The 14,360 Ibs Dumo Station Equipment> Sanitary Hatch Cover View Cart (0) j Checkout Price: S295.50 Availability: in stock Prod. Code: DSVGT2 "Wiew Product imaaes 4" fpt hatch cover. Bronze cap and single lever foot pedal with non -slip threads. Cast iron base designed as sel_P acting anchor lug. Flat face seat between cap and base for positive close. Fly tight seal. LockableDesign allows for flush or raised installation. Designed according to specifications for environmental protection. Warranty. 100% US Rude http:i,'-, ww.trLimbullrecreation.com/catalog"item/5432140/5379082.htm Valley Precast, Inc. P.O. Box 925 Bile11a Vista, CO 81211 Phone: 719-395-6764 Fax: 719-395-3727 fi-ontdesk@valleyprecast.corn www.valleyprecast.coni Natne t Address klarcin Ent2ineering ILC P.O. Box 1062 ,Avon. CO 81620 Estimate Contact Name Estimate # DDD 2258 Delivery Location Eagle Count. State Bridge Date of Estimate Estimate Expires 4 23 2012 6%23/2012 Item Description Qty Cost Total 1500T-ICP 1500 Gallon Top -Seam, One Compartment Tank 1 1.405.00 1.405.00T (HOLDING TANK) Set Pee I'ank Set Pee 1 200.00 200.00 AHW 115v Stand -Alone or Remote :Mann Panel 1 103.06 103.06T MFIA Sie11,11 Float with Collar 1 29.62 29.62T RRPB Float Bracket 1 17.40 17.40T PRTA24 24" Tank -to -Riser Adapter t 24.82 24.82T PRTA24BDKIT 24" Adapter Bolt Down Kit 1 10.48 10.48T RP24 24" Diameter PVC Riser Double Wall (per foot) 45.66 136.98T PL24G12 24" Diameter Heavy duty Poly Lid with 2" insulation i 75.72 75.72T S13FX1-4 External Splice Box (4 cords) 1 74.67 74.67T Service "Tech Installation - Molding Tank with Alarm Setup 1 l00.00 100.00 Thank vou± Subtotal S2.177, 75 Sales Tax (2.9%) S54.45 Total S2,232.20 A9 MOLLd&JS30 mY0 'ON 77 WS S91.1M7dOYd 000a 6906-9Z6 (OLB) •c1 9906-9Z6 (OL6) P1 Zt919 oo '-p—P3 Lf9Z x-9 '0'd R ,doj o3tivd3dd � o ooYYo7oo AjNwl 379v3 "J ul `,put taa ur u,� dXT ', � 8 . 3oofd8 3LYLs 'avow Nonni L21 J V g 010-00-19£-6991 730,Yvd XYL NJISSQ 1712VA XldaS ma331030/1utu 3 $ \ U h � v cL `L W w ' O O �\ w Oy (n_II y X a " t O Z Z , O� O �o I a I rl�+ri�tr+rrrj ilr'II iittii i +lr,+i�i lii , ;;�, � ;Ir I III \ It i i�6 y r r Ali �i' M< ! i i i 11l i +' I + i + I I .� r c`o k a�E _ 311 �„'---- PROJECT 1-5 13 � PROJECT project descdp#ion 14 PROJECT COM'ACTS documents enclosed notes MARCIN ENGINEERING LLC July 6, 2012 Rick Ullom Eagle County Project Management Department PO Box 850 Eagle, Colorado 81631 RE: State Bridge Landing Septic Vaults Dear Rick: The Tioga CXT Restroom and septic vault was installed according to plans; and Colorado Department of Health and Environment and Eagle County minimum set back distances and requirements for a vault privy. If you have any questions, please do not hesitate to call me at (970) 748-0274. Sincerely, MARCIN ENGINEERING LLC Paul Andersons, P.E. ��39714 pFFssiON AL PO Box 1062, Avon Colorado 81620 (970) 748-0274