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HomeMy WebLinkAboutOWTS Plans�, �`"e.. / ®,'« ! ,% r -e.' I✓'_e. -^v �."{' ooCI LEGEND - ` /� / / %�' % % i0 % ✓ / -_ r .f v • r r • ' t ... -- .. .. / ✓ / / �t v ` , ♦ - •.: 67 „ �} . ^:. ,,.<. / /` /- � � r ♦ • r • � r r - r • -^°^T'^ E'" ra+an i I ; EXISTING/PROPOSED GRAVEL ROADWAY L„r �/ f / / / �✓ \ \ fi • ` . ` cx - - ' • .-.:,,. ' - .r.,�`/ F "''�� 4 , �x ( °-1 �I" j.. . q a PROPOSED CONCRETE .••'/� / � •./.' ,. I .: +' . y,:. -: �.:"�.•:� / •/'". / '=^-'£'#- ! t +r _ r \j J I S, c s =ke, >vi ---- - - 54 _� .-�;�.-^�•" /�� �%/ O �/ /f/ -� rf.-�0/\ {i' -\../`T' �`���r'�•`%`..': `- • r`.' •`•♦,�• .`` •� :. GavageEXI EXISTING CONTOUR �•!fvSNIM�L.A.R.,..D..E,O8544 F 6760.50 .r .. 7.1 r 3.-9 PROPOSED CONTOUR 7 PROPERTY LINE .":. � . ''r .•x,r.. _ Y:.. . � '�, �,�z"..fix�.O!•n"' ". - �2. `` .♦ , / / �/ �_ .a_s--�" , / / /� � ' Vii, .v SETBACK/ENVELOPE EASEMENT t _ - ROOF LINE O / �. r e + _,..._.�.,r�-.sa,. - • «„>�. �`s •,,, / '.- ,. ?...,,. -t �h s.x x x c�EXISTING FENCE scF PROPOSED SEDIMENT CONTROL FENCING -. �,`.�•''��//O ''�~ //�///" // /����,�,,// �, - �` ``- 'r1 eve -:n, - _ �'' �L_T,..ry ```'``- `•' - •- '•`« rb „. �_,g�.,;; -�,,r' '` / / ,�„� _...._- /./---�S' / a"' TBD Callicotte Ranch Road �-- _ t#103 Lot 14 - Callicotte Ranch _w--M- -v- EXISTING WATER MAIN7ALVE 6754S7' -vs-1-wr,-Vds- -Ws- EXISTING/PROPOSED WATER SERVICEISHUTOFFIMETER t t �/ �• ' zp7�i - / m Residence !' County of Garfield ---'' - - - -SE ! SL -St sE- EXISTING/PROPOSED SEWER SERVICE(CLEANOUT �+ 7 _ _ _ T.0- Pty: 6767.00' e . -_- _T i T- EXISTINGIPROPOSED E-••!•�E� EXISTING/PROPOSED ELECTRIC -"-" / / ��A /��SFMajIO�V / `,•• (100'-0") , ''- +` } 's o ` `r P f� //-•--�'' State of Colorado - $t" '�' "�m1*- ✓ � To Basalt. G�f,�GE%ISTINGlPROPOSED GAS COMMUNICATIONS ..--"' / / ' `'�� Vicinitys+ - v / ` Map --•' / / -' / / / ` _ , / Parcel No: 2393-242-06-014 "4000 •--�•- PROPOSED CULVERT/STORM PIPE&SIZE s� �/" �-•/ / `y `5+ #102 •'-��� - f/` I , 50A PROPOSED FOUNDATION DRAIN --'/ -".� / J, •/� ` {g -'-"-•a' 9 '�. , , • •I r .. k, • , r ` _ } 6753.52' • PROPOSED SWALE/DITCH FLOWLINE / �� / f �,�. 3 / cv'i. ` --r . ` r;.l'r « ` «' r Ir JJJ P, `, `, ` / / NOTES: - ,,.•�` / •�%` 10. THE CONTRACTOR SHALL ENSURE DRAINAGE AWAY FROM ALL STRUCTURES IN �� '/ /'� „A� /�• �•� J� �_ / / / / •+ ` r / �� 1. THIS PLAN SET IS INTENDED TO BE PLOTTED IN COLOR. FAILURE TO DO SO MAY ALL DIRECTIONS. DO NOT ALLOW WATER TO POND ON-SITE. PROVIDE SWALES ® ® cM EM EXISTING/PROPOSED UTILITY PEDESTALS & METERS / / T--' 3 / • �/• r - « • - ` A GENERAL DIRECTION OF FLOW / .''i� 7 ;/ // ` y / / RESULT IN MISSING DATA & INFORMATION CRITICAL TO THE PROJECT. TO DRAINAGE STRUCTURES AND RUNOUT SHALLOW DRAINAGE SWALES HAVE O "`� / w«/' 63� "� _�-- '-`� /--__...a( s A TENDENCY OVER TIME TO FILL IN & BECOME LESS EFFECTIVE. PERIODIC DS PROPOSED DOWNSPOUT/RAIN CHAIN --"• / ��� / / hV /� 2. SURVEY INFORMATION BASED ON THE TOPOGRAPHY SURVEY PROVIDED BY THE MAINTENANCE, AT LEAST TWICE A YEAR, IS NECESSARY TO CHECK THE 03 FLAGNOTE �« -✓� ,.!' --�""- / Qcr, , ` 57 ,� `, _ ~- - ` /� / ,�,// / /-• DRAKE CONSULTING, DATED 11/21(211. INTEGRITY OF THE SWALE &MAINTAIN DRAINAGE CHARACTERISTICS. -ft® #ww## ROCK SOCK OR EROSION LOG ,,.-�' \ �� /� „/� �s / 3�/ /� • ' •' •+�'•• `'+ �' • • • a'/ ' . // --5�ser-•---����o r' ♦>�, ♦ . • r s±` r -+ o `±`r !� '-�� 2. GEOTECHNICAL SUBSOIL STUDIES PROVIDED BY KUMAR &ASSOCIATES, INC. 11, THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS OF CONTRACT 970-945-7988, PROJECT NUMBER 21-7-901 DATED JANUARY 13, 2021. DRAWINGS MARKED UP TO INDICATE THE AS -BUILT CONDITIONS. THE >�\ �•.`, -..,,\ �� / / �,,,..- / Y,� s __� �_/_____/� 3 /3 % / ,.� N / y%,�'�t �:,,: r f / ��-�' DRAWINGS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER UPON `\, �\ \'-•.�„�-""�-- �"---- -- j✓ �•',. +c"- 6155 ��•�' / //�� ° -•-y ��,r / /,..� / , .;`�K:� ` / Mme/`' 3. SEE ARCHITECTURAL, LANDSCAPING AND AND STRUCTURAL ENGINEERING COMPLETION OF THE. WORK. WHERE PRACTICAL, THE CONTRACTOR IS TO \ `\ \ i `\„ ,yam '---.-� - y '� -''� /" �- �`� �� / / _„_` _�% \�, / �s''f / o _ / / / �" PLANS FOR ADDITIONAL BUILDING AND LANDSCAPE INFORMATION. PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, ` __-_` VALUES, MANHOLES, AND THE END OF ALL SERVICE LINES. \\ \O O\` '�� �_ - / 5,.,� �/ X� `-- 3 / , -,.,� \ �./ ✓ .: ^' . • ' ♦� %/ /./ 4. SEE ADDITIONAL NOTES ON REMAINING PLAN SHEETS. \. ` �� -- / /,. �,, /s /' / i ,% /� // / f " . r/ /�/� / / 12. ON-SITE OBSERVATIONS AND REVIEW CONDUCTED BY THE PROGRESS ARE N OR ` \ �\ \ \�,� �` �; �� �/ �'�, r� �� �,. /�. / / ` / �s°d• y Ery / /. j ./r / 5. ALL DEMOLITION AND CONSTRUCTION ES ABLI OR EXCEED THE CURRENT THE PROJECT ENGINEER R CONSTRUCTION WORK IN PROGRESS ARE NOT TO \\ \\\ ���""\\\� -__�- �^' _� \ \y �� �/ � `, / / / // CONSTRUCTION AND DESIGN STANDARDS ESTABLISHED BY THE COUNTY AND BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE COUNTY OR THE '�..�, �•e.,. "�^ -�- _- ®` 675 -_� \ BE SUBJECT TO OBSERVATION BY THE COUNTY AND THE PROJECT ENGINEER. PROJECT ENGINEER OF THE COMPLETED WORK AND THE CONTRACTOR'S J �/' % RESPONSIBILITIES. / ,/ 6. THIS DESIGN WAS PREPARED WITHOUT THE BENEFIT OF A SUBSURFACE UTILITY 7gs r r. ♦ ENGINEERING (SUE) STUDY OR MAP. THIS DESIGN HAS BEEN PREPARED FOR A 13. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO PRIVATE DEVELOPMENT USING EXISTING. UTILITY INFORMATION PROVIDED BY SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, \ ` \ .�'"""� /` •-.�, / ,-�'" ' ` OTHERS. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST, BUT INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. \ a \ �"'� ~' -- ,�.�"' �/' __ -m ��/ 7�- \ \ .,_ % "� '' �Y.<:'z: t -C •J.' •%�/ / / / MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. BOUNDARIES UNLIMITED THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING \ \ ` �\ 'r\• ' �,,,,,� / / / \\ ,,/, , • ,>g:` "':�` ,af INC. DID NOTCONFIRMANY DATA PROVIDED OR PERFORM ANY ADDITIONAL POTENTIAL POLLUTANTS AND IDENTIFIED SPILL PREVENTION AND RESPONSE \ \ \ ""�' �.,-� �� -- "� 'v �•-... _\ ..•''� f, f' RESEARCH OR NOTIFICATION TO ELEVATE THESE PLANS TO SENATE BILL 18-167 PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. 6745 --/ O \ �_ --_� --"'� ..�"- �- 3`.,, g . • #lol• STANDARDS. AS SUCH, BOUNDARIES UNLIMITED INC. MAKES NO GUARANTY, , •674G.. / EXPRESSED OR IMPLIED, FOR THE LOCATION OF SUBSURFACE UTILITIES 14. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION \,,\ \ \^\� "- ` r '- ��j / �" �,� J� J' /' / CONTAINED WITHIN THIS PLAN SET. IF THE CLIENT AND/OR CONTRACTOR PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD \ ` %' ` • / REQUIRES A SUBSURFACE UTILITY ENGINEERING STUDY OR MAP FOR FULL STAKING, OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF AMORE EXHAUSTIVE THE PROJECT ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE WORK �T_. INVESTIGATION SHALL BE OBTAINED BY THE CLIENT AND/OR CONTRACTOR WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN RISK. COMPLIANCE WITH SENATE BILL 18-167, THEN -= jam - ®6740 -� / \ /' . '� ♦ `♦ . ` '"" PRIOR TO COMMENCING WITH ANY CONSTRUCTION. OTHERWISE, PRIOR TO \\' `�U N� \ - �_ - - 3?. / . 9•�\ \\\ `++ 1. "�'• / �- --"`y ANY EXCAVATION, CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY 15. DISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE EXTEND ELECTRIC, TELEPHONE & CABLE N SERVICES TO METER r I `. r \ \ \ \ �- -.,,i `, / COMPANIES FOR LINE LOCATIONS. CONTRACTOR SHALL NOTIFY PROJECT CONTRACTORS RESPONSIBILITY AND SHALL BE CONSIDERED PART OF THE �\ ~•`\ �'"'�- - -CABINET FROM EXISTING VAULT, PROVIDE COMMON TRENCH WHERE �, / / \ -', 1 `,.. \ �,- -�' r ` • ` •"--` / ENGINEER OF ANY POTENTIAL CONFLICTS PRIOR TO UTILITY CONSTRUCTION SO WORK. \ < � � �\ REGULATIONS ALLOW. MAINTAIN COVER & CLEARANCES / -- - / / \ \ \ �6Dg5 ` 'r ` THAT LINE OR GRADE CHANGES CAN BE MADE TO AVOID A CONFLICT WITH ANY BETWEEN/OVER NEW SERVICES PER UTILITY REGULATIONS.- - / / / \ '<.: \ �� �- / - / / j EXISTING UTILITY. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES 16. ALL PRODUCT INFORMATION SHOWN IS AS PROVIDED BY THE MANUFACTURER. �\ \ \\ '•�\ �± '�"�,� �- COORDINATE CONNECTION WITH UT_ ILITY6730VIDERS. - / /✓ / / \ \ \ \` , x 6Z45 FROM o� �r:T FROM DAMAGE DURING CONSTRUCTION AND, AT NO EXPENSE TO THE CLIENT THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND COMPLYING WITH THE {4. `\ • • ` 7s OR PROJECT ENGINEER, REPAIR ANY DAMAGED UTILITIES. MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS FOR THE //// \\. \\� Q\�F���1 _.,- /• �,. Q INSTALLATION OFALL MATERIALS WITH SPECIAL ATTENTION TOPROPER EXISTING_._. �ti' / .. ,L P JJ • kr. /- .f 7. ALL EXCAVATIONS FOR UTILITY LINES RETAINING WALLS, ROADWAYS, BUILDING SEALING OF MATING SURFACES. THE CONTRACTOR SHALL IMMEDIATELY STRUCTURES, DRAINAGE FACILITIES AND TRENCHES, ALONG WITH WORK IN CONTACT THE ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE \ ,Ia-- ^�a-_- --"� - �-•�'- `;' // \ \ \gG \ \ >F ' �♦ �. GENERAL, SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY DELIVERED PRODUCTS AND THOSE SHOWN ON THIS PLAN. -- - - - - ---= t3 �� \ N \ ,. \ ,, • ` • � O� AND HEALTH ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION, 17 DESIGNS TO 8E OBTAINED FROM THE PROJECT STRUCTURAL �F,y \ ,1� � r ` � r 4 �/ OR THE COLORADO DIVISION OF MINES, WHICH EVER APPLIES. SAFETY IS THE FOUNDATION -6730- M� \ "� \ <py CONTRACTOR'S RESPONSIBILITY. NO OTHER PARTIES ARE RESPONSIBLE FOR ENGINEER. �\ \ SAFETY IN, ON OR ABOUT THE SITE, NOR FOR COMPLIANCE BY THE •, , _ _. m-- - „�`` --- 't _ •_,./' APPROPRIATE PARTY WITH ANY REGULATIONS RELATINGHERETO. 18, THE FOUNDATION DRAIN SYSTEM SHALL BE INSTALLED PER THE RECOMMENDATION OF THE STRUCTURAL AND GEOTECHNICAL ENGINEERS. _ t - `, � , �., � \ \. . - � f >/• � •' / ,�.��// � r /j`"t <- _ M „ n, \ _� %• ` B. COMPACTION MUST BE ATTAINED AND COMPACTION RESULTS SUBMITTED TO '\ `' .,� -"�- -._.- ` `�o�,�. ~\ •\ \'.'�' �"'- - \ a�y0\ '; ��' ' THE OWNER AND THE PROJECT ENGINEER PRIOR TO ACCEPTANCE. 19. ANY STORM DRAIN PIPES SHALL BE INSTALLED WITH 1 % MINIMUM SLOPE TO LOCATE EXISTING CURB STOP, CONFIRM LOCATION AND COMPACTION SHALL MEET OR EXCEED COUNTY REGULATIONS. THE MINIMUM THE OUTFALL POINTS. HEAT TAPE SHALL BE INSTALLED IN ALL EXTERIOR ROOF .CONNECTION WITH WATER & SANITATION DISTRICT, CONNECT COMPACTION STANDARD SHALL BE 95% STANDARD PROCTOR UNLESS GUTTERS, DRAIN PIPES, AREA DRAINS, TRENCH DRAINS AND GRATED ;' �'` r•.` -- �_�.� - \ \ AND EXTEND NEW WATER SERVICE TO MECHANICAL ROOM. / / / / J OTHERWISE SPECIFIED IN THE PLANS OR BY THE GEOTECHNICAL ENGINEER. STRUCTURES. 1�.�� '`•. / \ �� , 6>� ,� \ MAINTAIN COVER OVER NEW SERVICE PER DISTRICT REGULATIONS.'NSTALI_ METER NEAR CONNECTION POINT. J /' .�••"' E 9. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION ACTIVITIES TO THE 20. ACCUMULATED SNOWFALL SHALL BE REMOVED TO GRASS AREA TO ENSURE « AREA WITHIN THE STREET RIGHT OF WAY AND PROPERTY OWNED, OR THAT PROPER DRAINAGE AWAY FROM THE BUILDING IS MAINTAINED EASEMENTS PROVIDED TO OWNER. THE CONTRACTOR SHALL NOT OPERATE \��� '------ �` "'"`-- ♦ \ '�,, \;�� \ 'w �' V,--''.. OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER 21, ALL PIPES SHALL BE INSTALLED WITH WATERTIGHT CONNECTIONS. ��.,� - yam,^,_` ,• / / / f INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE V ��� -�,,, '"'-- A A V y+`5 Fr T:. \ \ \ \� / / 61g6'•�� / - / THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. ♦ r Point Table Point # Desc. Elev. North East 100 MATCH 6736.56' 28572.33 2311148 101 CL -Drive 6746.53' 28810.95 2326911 102 CL -Drive 6753.52' 28933.91 2329117 .103 CL -Drive 6754.57' 28948.59 23287 74 104 CL Drive 6759.64' 28990.21 2323514 -•-' -�-..._ ----- __,-___ �� `�. � •� � � � � � � � � � � S`\ MATCH o EXIS EDGE OE ROADWAYr J I. m o w + 0 0 co .o m 6780 SI -1- 6775 6775 ° 6770 6765 6760 6755 6750 6745 6740 6735 6730 6725 6720 a` ml. 1100 6736 �6 '�� � WV d Civil Engineering a a m �f. 'Real - Inc. 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 (T) 970.945,5252 www.bu-inc.com Subsurface Utility Engineering (SUE) Required Project: NO It "Yes", SUE Certification by: Firm: N/A Job #: NIA Date: N/A Engineer or Surveyor Seal (SCF ,*DO GE D LF -.161 U s ' 8/22122 '. tY It SS�ONAI�-� ^m EX SURFACE 233 VAQUERO RD CARBONDALE, CO 81623 970.379.9688 + NORTH 0 30' 60' Scale: 1"- 30' a a h w 0111 before you dig. Cz Cz .y R CD CD 0 W Z ■_Q vi ® C o V w 1.00%. - J PR.SURFACE 700 O m 0 I rr m 4.60% 0 z +d N o-5 v WS re r: ac C6 PROJECT NO. Sheet 21069 Designer: BDL Drafter: APL wI C. L- 7 Date: 8122122 File Name: 1014 callicotte.dwg 2.80% 4.44% ,O @ O (O W N c0 � N N (D O O O O < N O O •- 6J fL t0 F O O !D p M1 a a a a a 'r a a a` a` a a 7+04-.00 6+00 5+00 4+00 Profile: Drive, Sta:1 +00 to Sta:7+04 Scale: Vert.=20'. Horiz.=20' 3+00 2+00 6780 6775 6770 6765 6760 6755 6750 6745 6740 6735 6730 6725 6720 b 1+00 1 Civil Engineering Surveying & Beyond �f. 'Real Inc. 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 (T) 970.945,5252 www.bu-inc.com Subsurface Utility Engineering (SUE) Required Project: NO It "Yes", SUE Certification by: Firm: N/A Job #: NIA Date: N/A Engineer or Surveyor Seal (SCF ,*DO GE D LF -.161 U s ' 8/22122 '. tY It SS�ONAI�-� Client Information: TERRY THOMPSON 233 VAQUERO RD CARBONDALE, CO 81623 970.379.9688 NORTH 0 30' 60' Scale: 1"- 30' Knowwhaft below. 0111 before you dig. Cz Cz .y R CD CD 0 W Z ■_Q V ® C o J O m 0 rr m 0 z +d N o-5 v WS re r: ac C6 PROJECT NO. Sheet 21069 Designer: BDL Drafter: APL wI C. L- 7 Date: 8122122 File Name: 1014 callicotte.dwg Point Table Point # Desc. Elev. North East 200 FG 6760.50' 29010.90 23163.75 201 FG 6763.10' 29010.90 23137.75 202 FG 6762.22' 28967.10 23137.75 203 FG 6761.88' 28967.10 23120.40 204 FG 6761.70' 28958.10 23120.40 205 FG 6761.24' 28958.10 23097.76 206 FG 6761.00' 28927.10 23097.76 207 FG 6761.00' 28927.10 23112.88 208 FG 6761.00' 28929.10 23112.89 209 FG 6761.00' 28929.10 23146.59 210 FG 6761.00' 28934.10 .23146,59 211 FG 6761,00' 28934.10 23172,93 212 FG 6761.00' 28932.10 23172.93 213 FG 6761.00' 28932.10 23198.14 214 FG 6761.00' 28941.99. 23198.14 215 FG 6761.00' 28941.99 23211.64 216 FG 6761.00' 2B936.42 23211.64 217 FG 6761.00' 28936.42. 23229.14 218 FG 6760.41' 28965.8423229.14 23193.73 219 FG 6760.44' 28965.84 23211.64 220 FG 6760.58' 28959.09 23211.64 " I II I I Point Table Point # Desc. Elev. North Last 221 FG 6760.58' 28959.10 23198.14 222 FG 6760,56' 28960.10 23138.14 223 FG 6760.56' 28960.10 23195.95 224 FG 6760.42' 28967.10 23195.95 225 FG 6760.42' 28967.10 23175.12 226 FG 6760.56' 28960.10 23175.1.2 227 FG 6760.86' 28960.10 23159.86 228 FG 6760.58' 28974.40 23159.86 229 FG 6760.50' 28974.40 23163.75 250 FG 6760.12' 29004.07 23202.19 251 FG 6760.16' 29009.07 1 23197.19 252 FG 6760.22' 29019.84 23197.19 253 FG 6760.25' 29023.17 2319386 254 FG 6760.41' 29023.17 23167.08 255 FG 6760.45' 29019.84 23163.75 256 FG 6760.50' 29010.90 23163.75 257 FG 6760.48' 29010.90 23169.75 258 FG 6760.48 28974.40 23169.75 259 FG 6760.26' 28974.40 23193.73 260 FG 6760.21' 28978.63 23197.19 261 FG 6760.13' 28982.10 23200.66 LEGEND l.W 3iM b: � // - ti x- °� '` . -'`� . '� '., ra•-,,'S, y+�". x EXISTINGIPROPOSDCRAVEL ROADWAY 5 ° . PROPOSED CONCRETE 8544•--- ----� - EXISTING TON PROPOSED REVEGR I II / ✓ / ✓,,+'� - CM - PROPOSED CONTOUR --- - - _= PROPERTY LINE SETBACKJENVE LOPE EASEMENT X -NCE SGF sc�- x PROPOSED - EXISTING ESEDIMENT CONTROL FENCING -v'- - - -'Ar- -Q- -w- EXISTING WATER MAINNALVE �,+'� ✓✓" / .�j - _ - - WS---q-w8--W1)-E2-we--- EXISTING/PROPOSED WATER SERVICE/SHUTOFF/METER -Sc / SL -8L -{}SR- EXISTING/PROPOSED SEWER SERVICEICLEANOUT _e. p _E CRI EXISTINGIPROPOSED ELECTRIC --T / - T- EXISTING/PROPOSED TELECOMMUNICATIONS EXISTING/PROPOSED GAS I _`\, •--�� - PROPOSED CULVERT/STORM PIPE & SIZE I I. '�' �P`✓ / ,.% ----�- -------------- PROPOSED FOUNDATION DRAIN PROPOSED SWALElDITCH FLOWLINE EXISTING/PROPOSED UTILITY PEDESTALS &METERS GENERAL DIRECTION OF FLOW I `� f / °' / / �. ./ / '/f �,%✓ DOS PROPOSED DOWNSPOUT/RAIN CHAIN ✓ / ,� f / ROCK SOCK OR EROSION LOG 14 W 1V W 114, .41 IV q W W FLAGNOTES: FIJ W 14,9 Ji IL W w W J� �V W W 1r ^„-.0 / Q........................... ...... .............. ._...... ......_....-....... P P w P41r '' d i/ �`� / Q2 SLOPE THE PATIO AT 2% MIN AWAY FROM THE STRUCTURE W W `I' `I' `�' r / / Q3 SEE DRIVEWAY SECTION REQUIREMENTS ON SHEET C.3. W w W W W ,f 4Q INSTALL ROOF DOWNSPOUT AND CONNECT INTO THE ADJACENT STORM DRAIN. �. I \\\ ` �-__ I W 1V / •L/ �V W �Y 254 #25 252 W W W 14, V+ W •V Y� W /W / 676041 . -. 676025' . / SQGRADE AROUND (SLOPE DOWN) THE PERIMETER OF BUILDING AS NECESSARY AT 10% FOR 10 -FEET MIN. IN UNPAVED AREAS AND AT 2% FOR 1L 676o.2r w w y, 1L 1P 1L 1L �, 1L y ,r, W .t, W 10 -FEET MIN. IN PAVED AREAS TO ENSURE PROPER DRAINAGE AWAY FROM THE FOUNDATION. FOLLOW ALL RECOMMENDATIONS OF THE '#255 // \ ^-•----- I I ��_ !� / g W � W 5 N' �' 6760.46 / � _� _ ' .. W �✓ � / 67, 7 GEOTECHNICAL REPORT. Y 256G�FT�G�+�GIG © 1L 1L W / 1V 1V 1V 1V 1L 11( 1V y .1. 1y © UNDERGROUND PROPANE TANK. INSTALL GAS SERVICE FROM TANK TO METER LOCATION AS COORDINATED WITH THE MEP. MAINTAIN COVER w ddd ' - // OVER NEW SERVICE PER REGULATIONS. Q9 W W 1Y W vO7 1 .676050' �Y w �L W - W W,. a�V W V� �L W �L �v / t20t >,,.., v . , _ - #251 W W . y W W w W v. w 1P �Y W / INSTALL SEDIMENT CONTROL FENCE ALONG THE LOWER LIMITS OF DISTURBANCE, TYP. (SEE DETAIL): I 61,"3.10' X200- 1' 4 #257 `6760.16 W W W J, W W 1V W W W W W W y W 14, fj 1V. ;/'. f ./ © CONSTRUCT 12 DEEP DRAINAGE SWALE MIN, WITH 31 MAX SIDE SLOPES. LINE WITH NORTH AMERICAN GREEN SC250 EROSION FABRIC 676048 14, W #250 W W W W W W w W W W I V I P WV 1 6760.12' 14' \1' W W 11' `V 1Y V, 1V 1V 1V 1V W �' +V 1V Q9 INSTALL EROSION LOGS IN SWALES/DITCHES EVERY 40 LF, TYP. (SEE DETAIL) W 17. E d .y 1V W 1V W W W W 1® WHERE THE SWALE OR DITCH DAYLIGHTS WITH NATURAL GROUND, FAN OUT THE SWALE TO EVENLY DISSIPATE DRAINAGE, TYP. I ter'' I Y W 1V W 1 .. / . �%/� I ✓ W `I' w I 11, 14, / 11, V, 14,r! W - y W 11 FOUNDATION DRAIN, TYP, INSTALL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. DRAIN @ 0.5% MIN. TO DAYLIGHT (SEE DETAIL). FOUNDATION DRAIN HIGH POINT. j • - . / / �' �' �' N' / 1 EXTEND THE FOUNDATION DRAIN TO DAYLIGHT WITH SOLID PIPE. , . `. ,,✓�� .: ' ../ .. � 1V W W '.h 1Y W W �, Garage ; d 14 CONCRETE DRIVEWAY APRON (6" THICK x 6'x 25' REINFORCED CONCRETE WWM SLAB OVER 6" COMPACTED CLASS.6 ABC). 1t,-/•ys/1„ 4R VEGETATE w �v. tl FF. 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Surveying H �` & Oeyond Gf 1ted Inc - 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 (T) 970.945.5252 www.bu-inc.com Subsurface Utility Engineering (SUE) Required Project SUE -Y -N If "Yes", SUE Certification by: Firm: SUE -FIRM -NUMBER Job #: SUE -FIRM Date: SUE -FIRM -DATE Engineer or Surveyor Seal LIEF �0D)0 OGE D (F •.2J7 '•�O V ' 8/22/22 s ' 8 ' 19Jar SSS/ONAI-E�� Client Information: CLIENT NAME CLIENT ADDRESS CLIENT CITY CLIENT PHONE NORTH 0 10' 20' Scale: l" = 10' Know. whaft below. Call before you dig. LAJ Z `W d q `P �I W cc ® v,Zlz vJ m O m W 1:2: y PROJECT NO. PROJECTND. Sheet Designer: DESIGNER Drafter: DRAFTER E Date: DATE.` File Name: FILENAME 0 i �W MINIMUM Civil Engineering Surveying & Beyond m SLOPE PER �r �1ted Inc. 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 GEOTECHNICAL (T) 970:945.5252 EROSION LOG F TF •„• y0TyFR•'`••., NOTES: NOTES: Required Project: NO NOTES: Firm: N/A FEATURE THAT NEEDS NIA Date: N/A Engineer or Surveyor Seal I. WATER SHALL BE INSTALLED WITH AT LEAST 10' ° BELOW GRADE WALL / II ' i y\ PROTECTION I; 1. GAS SHALL BE INSTALLED WITH AT LEAST 4' 1. ELECTRIC & TELEPHONE SHALL BE INSTALLED OF SEPARATION BETWEEN WATER/SEWER AND 4' Client Information: / OF SEPARATION BETWEEN OTHER UTILITIES. WITH AT LEAST 4' OF SEPARATION BETWEEN OF SEPARATION BETWEEN OTHER UTILITIES. BACKFILL l; / I ° NORTH 0 OTHER UTILITIES. SLOPE Scale: 1`= T I ,r ° ° ° ° ° 2. BACKFILL THE TRENCH WITH 4" MINUS Know what's below. 2. BACKFILL THE TRENCH WITH 4" MINUS ONSITE PER / I ENTRENCH 3" ° / ONSITE SELECT MATERIAL COMPACTED TO 2. BACKFILL THE TRENCH WITH 4" MINUS ONSITE Cz SELECT MATERIAL COMPACTED TO 95% , OSHA PREFABRICATED DRAINAGE - ° ' , ° ° °° I / \ SECTION A A °� 95% STANDARD PROCTOR. 6" WIDE MARKER TAPE VCID SELECT MATERIAL COMPACTED TO 95% 6" WIDE MARKER TAPE STANDARD PROCTOR. 6" WIDE MARKER TAPE COMPOSITE (MIRANDA 6000 i ® 1 O V STANDARD PROCTOR. e v OR EQUIVALENT , SEDIMENT REMOVAL SHALL BE PERFORMED CONTINUOUSLY FOR PROPER FUNCTION. T� m T\�.• ° FLOW j\� 0 .N AREA DRAIN _, K \ ATTACH PLASTIC SHEETING \ z� / AT FOUNDATION WALL SLIP COVER ENTIRE WIDTH OF JOINT z \ \ �.�, N TRWIRE C u6 GRAVEL WITH NON -WOVEN I GEOMETRIES FABRIC K POINTB U 0 �. \� z a /// PROJECT NO. .a, z Q;i a (MIRAFI ,<°°a. -� ": Designer: - � ��• TRACER \ \: BDL Drafter: APL APL li �.` \ \: z\ TRACER \ 140N OR EQUIVALENT). SLAB -ON -GRADE U -�.. POINT o M WIRE lA m g _ LpPE TQ ORALN? S POINTA �� ,-, r, < z WIRE - . _ U o FOOTING OR PAD ..2"MIN`S �. .__.. _.«.......... .••• 3 U �, 6" MIN, z TELEPHONE CONDUIT ENCASE PIPE IN 1/2" T01-1/2' � � � � WASHED GRAVEL. EXTEND GRAVEL.-��� LATERALLY TO FOOTING AND AT A 30" MIN. LEAST 112 HEIGHT OF FOOTING. FILL B" MIN. OR BEYOND 1:1 SLOPE ENTIRE TRENCH WITH GRAVEL. FROM BOTTOM OF FOOTING, U EROSION LOG PLAN VIEW 6"MIN. 12" MIN. (WHICHEVER IS GREATER) EROSION LOG __.........-----._.....«......__............................................... o 0 LASS 6 ABC FOR COPPER, SHOULD BE PLACED INATRENCH ATLEAST 1'BELOWGAS LOWEST ADJACENT FINISH FLOOR SLAB WITH A SLOPE USE 2 PINE STAKES 1 112' x 11/2" z 12' POINT A POINT A SERVICE LINE 6"MIN. ........................ 6" CLASS 6 ABC ELECTRIC CONDUIT CRU H RFI E F RHOP OF 1% MIN. (1/8 INCH DROP PER FOOT) TO DRAIN. AT ALL EROSION LOG ENDS OR JOINTS, \ OTHERWISE USE A STAKE EVERY 24 IN. - AND CONTINUE TO ALTERNATE .\ , \ POINT B - Gasmropane Trench p 6 ElectrlC & Telephone Trench �- '- WATER/SEWER NOTES: ORIENTATION THROUGHOUT THE \ 4" MIN. 1. THE BOTTOM OF THE DRAIN SHOULD BE AT LEAST 21NCHES BELOW BOTTOM OF LENGTH OF THE EROSION LOG. ENTRENCH 3" +\ ! Scale. N.LS. Scale. N T S SERVICE PIPE FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY PLAN VIEW POINTS A MUST BE HIGHER THAN POINT B OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. SECTION D -D Water�Sewer Service Trench S 2. CONTRACTOR TO FOLLOW ANY ADDITIONAL RECOMMENDATIONS OF THE 0 GEOTECHNICAL ENGINEERScaie. N.T.S. Temporary Erosion Control Logs 0 Scale: N.T.S. . Foundation Drain (Verify with the Geotechnical Engineer) Scale: N.T.S. 12" SQ. NYLOPLAST. H-20 SOLID COVER ASSEMBLY REMOVABLE PVC CAP HAROSCAPEI DRIVEWAY SURFACE FLUSH WITH SURFACE 24"x246" ' CONCRETE RISER NOTE: CLEANOUT PIPE MATERIAL AND EROSION CONTROL NOTES: DIAMETER TO BE THE SAME AS THE LINE BEING SERVICED. 1. IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL MEASURES SHALL PRECEDE STRIPPING OF NATIVE VEGETATIVE COVER AND AS GRADING PROGRESSES. ............ "• COUPLING 2. ALL TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENT CONTROL PRACTICES DOWNSPOUT FITTING OR IF DOWNSPOUT IS TOO s SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE UNDER DRAIN ONE LARGE, USE A 12" SQUARE NYLOPLAST INLINE OF THEIR INTENDED FUNCTION. STRAW BALE DIKES OR SILT FENCING MAY REQUIRE DRAIN GRATE W1 A HOLE CUT IN GRATE TO o m PERIODIC REPLACEMENT. SEDIMENT TRAPS WILL REQUIRE PERIODIC SEDIMENT REMOVAL. FLOW 6" CLASS 6 AGGREGATE BASE COURSE. CONTRACTOR MATCH THE DOWNSPOUT AND SLEEVE THE z TO PLACE 4" LIFT AT THE BEGINNING OF DOWNSPOUT/CHAIN AT LEAST 6" INTO THE PIPE, 3 \ CONSTRUCTION AND THEN REGRADE AND PLACE . ANCHORED IN TRENCH AND \ ANOTHER 2" JUST PRIOR TO PROJECT CLOSEOUT. FIRMLY ATTACHED SILT CCC___��� PVC WYE. FENCE FABRIC TO POST fJ� POST 10'/ .: Y (2' X 2"NOMINAL) CLEAN OUT ASSEMBLY 16' MIN. FILL SIDE CUT SIDE 5' 2.25' 0.5" 2.25' _ SDR35 PVC RISER ?o _.. AX Sanitary Sewer Cleanout _ SILT FABRIC STAPLED .xf MIN. 3, lMa1: � o° TO POSTS r I r.,. Scale: N.T.S. ----------- 3. , 6"x6"TRENCH 7/17q,1, .l�[ 24„__— •;1�AP'' N\P� MIN. FLOW — TEEIBENDS WITH JOINTS OR WATERTIGDT ° H — - 42” 6" CLAS$ 2 AGGREGATE �� MIM1h • ADAPTERS ° `...... ,r COMPACTED M N. BACKFILL SCARIFY THE SUBGRADE BASE COURSE AND RECOMPACT TO 95% NOMINAL ANGULAR RIPRAP 12" MIN. BURY SLOPE AT 2% IN 18" I ' III STANDARD PROCTOR EMBEDDED IN 6" OF HEAVY CLAY. T li COBBLES ARE NOT ACCEPTABLE. ALL JOINTS .. ... .................................... .......................... NOTE WATER TIGHT, TYP. 1.. SEE THE GRADING, DRAINAGE AND EROSION ///"''��� Driveway Section SILT FENCE FABRIC CONTROL SHEET FOR SWALLOCATIONS. ANCHORED IN 6"x6" 2. U -CHANNEL OR TRAPEZOIDAL CHANNEL AS Scale: N.T.S. T ica/ Roof Drain yp TRENCH AND ATTACHED SHOWN ON THE PLAN. FIRMLY TO POST Scale: N.T.S. Temporary Sediment Control Fence ADJACENT GRADE LINE ALL SWALES WITH FLOWLINE GRADES EXCEEDING 6% WITH NORTH AMERICAN GREEN / N X / 4' COMPACTED / SIDE SLOPES ADJACENT TO ON-SITE SILT OR BUILDINGS SHALL BE 10:1 MIN. FOR CLAY MATERIAL 10 -FEET. OTHERWISE, SIDE SLOPES SHALL BE 3:1 MIN., OR PER PLAN. Drainage Swale Scale: N.T.S. Civil Engineering Surveying & Beyond m �r �1ted Inc. 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 (T) 970:945.5252 www.bu-inc.com Subsurface Utility Engineering (SUE) Required Project: NO If "Yes", SUE Certification by: Firm: N/A Job #: NIA Date: N/A Engineer or Surveyor Seal CE D �� (' :4b B122/22 s ...... RC1 SS/ONAL�� Client Information: TERRY THOMPSON 233 VAQUERO RO CARBONDALE, CO 81623 970.379.9688 NORTH 0 1' 2` Scale: 1`= T Know what's below. Call before you dig. Q Cz Cz Cz O VCID ® OS i ® 1 O V v e v T� m 0 .N K z *4 N M C u6 rc K ti ai PROJECT NO. Sheet 21069 Designer: BDL Drafter: APL APL C.3 Da e: 2 Faile/22 Name:/or14 cal/koXe.dwg 10 13 A Y � � s®�.. Y �Y ALLOWABLE EARTH FILL 0'- 0" 2' -0" 1'-0" Y � `/ \ / / / / ✓ \ J T��Y Y' Y Y +s s -o' Total. DRY � 'O i Y w W W v/ / �/ I. SI E ..� / ! / ��. \�r W Y W / °, Y Y WW Y W W �/ • W Y WY w / s✓� s/ / ,4^t 17 1 ✓"� � � ./f/ O \ Y w Y Y W W W w Y .. :. . "' �-. -' . ... �, .� Y m W W W ' /i / "J.+kt .µ'`. / � / / / 'y / �\ � \ W Y W w i/ W Y W Y W Y µr4 .. v v w v W ��..-4 "-. � yr y Y w w W W W .W �Y w w /� /i / ''#• ; (.,� Y W Y rI W Y Y Y W W Y Y Y w ti 4 l W / „ 4 rt ; x z , W j / �� ✓ �/ ✓ //I J 1 l - 4 Bedroom Residence ��� �- TBD Callicotte Ranch Road W Y Lot 14 -Callicotte Ranch % ✓ Y f Garfield �'` / County o TWO «.....� .•..«.: y : :e� .y.. W W Y Yi / / - l Y y , / W Y w w // // O/ `O ///" �/' >-�'" �„-,_... �--' s e/ t / y/ / / / Y / fW W wY �I • W Yw WW� Y Y WW W®-�•W; "WW!WV- YW WsW 'W .w WY Ww YY Wwv YWlwW✓ WY -Yy'. Y ,w �Y WW /Y WY Y W w %Y .y -W 'T'WW - 'S- CLENwOYT�"� w W W w /JwY/� W W Y W° YY• W WW Y W w W w WWW Ww w W W W / State of Colorado L PUC SEWER LNE ComL 2% MIN., TYP. Vicinity M a P -242-06-014 1"=4000'Parcel No: 2393 Y SYSTEM DESIGN &CONSTRUCTION NOTES: f 250 -GALLON PRECAST W Y W Y W W Y W W Y w Y � / r''r 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CDPHE REGULATION 43 ONSITE WASTEWATER TREATMENT SYSTEM (DWTS) REGULATION, MOST CURRENT FIFE ov- /,r / I �✓ / / ,.,.�� ` W W �W✓ . W. w Y w w Y T w TWD (2) CHAMBER Y W WWW Y / / EDITION AND LOCAL AGENCY REQUIREMENTS WHICH MAY OR MAY NOT SPECIFICALLY BE NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TANK (SEE DETAIL) KNOWING AND CONFORMING TO SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. THIS DRAWING DOES NOT CONSTITUTE AN / / �/" rt/' / / /�0 W Y W •YYW W w W W W w W WWW "V W W / / OWTS PERMIT. A PERMIT MUST BE OBTAINED FROM APPROPRIATE LOCAL AGENCY. THE CONTRACTOR MUST CONTACT THE LOCAL AGENCY HEALTH DEPARTMENT AND /� // ter''^ �-• �v.-. / W Y W w P� W W Y W w Y W W W W V i.. W W W W w / / s/ THE PROJECT ENGINEER FOR INSPECTIONS OF THE CONSTRUCTED SYSTEM BEFORE BACKFILL. A REQUEST FOR INSPECTION BY THE PROJECT ENGINEER MUST BE MADE Y Y W W W,W s`Y AT LEAST 48 -HOURS PRIOR TO THE EXPECTED TIME OF BACKFILLING. W W W W W W W YYW Y /� ) // y«.,,• "''�/ -®.-- ""f -7 ..�._ % / /,,rtW Y Y Y Y W�Y Y W W W. ,,, // / 2. DEMAND CALCULATIONS (SEC.43.6.A.2. W W W W W W Y w W W ':- W Y // / w / / 2.A. FOUR (4) BEDROOM RESIDENCE USING TREATMENT LEVEL 1 (TI-1).�' �� WWY 2.B. AVERAGE DAILY WASTEWATER FLOW (ADWF) AND ORGANIC LOAD RATE (BODS): 2.8.1. SINGLE FAMILY DWELLING: 75 glade & 0.20 BODS Ibsiday /� '� �..� "\ / / / / / r -' /� •1""" // �f / f / YYW -) Y W W / �''` / / f ""`� 2.B.2. ADWF = 75 gpd * (3 BEDROOMS * 2 PERSONS/BEDROOM + 1 BEDROOM * 1 PERSON) =525 gpd �� \ / / / ``---. - ✓ / s" /'� W W /� / 2.B.3. BODS = 0.20 lbs/day * (3 BEDROOMS * 2 PERSONS/BEDROOM + 1 BEDROOM 1 PERSON) = 1.40lbs/day BODS mg/L BOD,*1,000,000 = 1.40lbs/day*1,000,000 = 319.74 mg/L * ADWF*8.34 525 gpd*8.34 2.B.4. CBODS =BODS 0.85 = 272 mg/L 3. SEPTIC TANK (SEC.43.9.B.2.a): Y. _'--f- 3.B. THETANKISON STANDARD STORAGE NOT SUBJECT TO BUOYANCO-COMPARTMENT TANK (PER TABLE 9-1) WITH AN EFFLUENT FILTER. 4. ABSORPTION AREA CALCULATIONS: GRAVITY USE 4 BUNEON 4.A. THE EXISTING GROUND SLOPE IN THE PROPOSED ABSORPTION AREA SLOPES MODERATELY AT AROUND 7% ON AVERAGE. ''�- -"- "'^�•/ / \ �"" BOX (USE 4 ZONES)//// r!" /' W --"'� / �'`�. o •�; / / SS / ' Y W W / / 4.6. LONG TERM ACCEPTANCE RATE (LTAR) FOR TREATMENT LEVEL 1 (TL1) OF 0.60 gpd/SF (SEE SITE &SOILS EVALUATION NOTES/DETAIL). / -...,/ /'- • W /� 4.C. MINIMUM SOIL TREATMENT AREA, A: ."-_- �.w / \ 4 \ ``tee.` /��' �..`,�. ✓,-'� i-�'` �W �W Y Y / / / A= ADWF = 525 = 875 S.F. ..---- "",..� "' , / / \... �,, \ \ __.-•° ,�� ! / / H 070 E 1A LTAR 0.60 gpd/S.F. -6745 / / \INSPECTIONPORTAT W W W W / EACH END OF EACH / > �* LATERAL, TYP.'* � S� Y _. , / Y / lN,L131Qg1 lN,LA11 P� W W / �,.' _z_ I i i .i \ _ s ..� vr.✓%'� /iA n '1n ✓'R`I 1 O / * ` �, SITE EVALUATION 1. SITE AND SOIL EVALUATIONS WERE PERFORMED BY: Bruce D Lewis, PE DANIEL E. HARDIN, PE BOUNDARIES UNLIMITED INC. HP KUMAR GEOTECHNICAL ENG. 923 COOPER AVE., STE. 201 5020 C.R.#154 GLENWOOD SPRINGS, CO 81601 GLENWOOD SPRINGS, CO 81601 970.945.5252 970.945.7988 2. EVALUATION DATE(S): MAY 2022. 3. SETBACK REQUIREMENTS FOR A TREATMENT LEVEL 1 STA TRENCH/BED, UNLINED SAND FILTER OR SEEPAGE. PIT (PER TABLE 7-1) AND AN ADWF=525 GPD: ABLE CISTERN -109 SPRING WELL OR POT 3.A. , 3.B. POTABLE WATER SUPPLY LINE=25' 3.C. STRUCTURE W/ BASEMENT/CRAWL SPACE=20' STRUCTURE W/0 BAS EMENT/CRAWL SPACE=10' 3.D. 3.E. PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH= 10' 3.F. INTERMITTENT IRRIGATION LATERAL, INFILTRATION STRUCTURE= 25' 3.G. LAKE, WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND= 59 3.H. DRY GULCH, CUT BANK OR FILL AREA=25' 3.1. SEPTIC TANK= 5' 3.J. RESTRICTIVE LAYER OR GROUNDWATER (VERTICAL): 4' (TREATMENT LEVEL 1, GRAVITY FEED) 3. SETBACK REQUIREMENTS FOR THE SEPTIC TANK SHALL BE (PER TABLE 7-1): 3.A. SPRING, WELL OR POTABLE CISTERN= 59 3.B. POTABLE WATER SUPPLY LINE= 19 3,C. STRUCTURE WI BASEMENT/CRAWL SPACE=5' 3.D. STRUCTURE W/O BASEMENT/CRAWL SPACE= 5' 3.E. PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH=10' TR CTURE=10' 3.F. INTERMITTENT IRRIGATION LATERAL INFILTRATIONS U 3.G. LAKE WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND=50' 3.H. DRY GULCH, CUT BANK OR FILL AREA=10' 3.1. STA TRENCH/BED, UNLINED SAND FILTER OR SEEPAGE PIT=5' ATTACH REMOVABLE CAP OR THREADED CLEANOUT ASSEMBLY. INSTALL MARKER IF CAP IS TO BE BURIED. •» CLEANOUT TEE •, •6745\ SOIL EVALUATION 1. SOIL WAS CLASSIFIED BY THE GEOTECHNICAL ENGINEER (KUMAR & ASSOCIATES, INC. (PROJECT NO. 21-7-901, MAY 12, 2022) AS USDA LOAMY SAND TYPE 2 AND AN LTAR OF 0.60 GPD/SF. 2. THE NATIVE SOILS MAY CONTAIN BOULDERS. WHEN ENCOUNTERED, REMOVED THE BOULDER AND BACKFILL THE VOID WITH LOAMY SAND OR SANDY GRAVELS. SURFACE HNISH GRADE Two -Way Cleanout Scale: N.T.S. GENERAL ABSORPTION AREA NOTES 1. INSTALL CHAMBER UNITS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ABSORPTION TRENCHES SHALL BE T WIDE OR LESS AND PARALLEL THE GROUND SURFACE CONTOURS. PARALLELING TRENCHES SHALL BE SEPARATED BY A DISTANCE OF 6' MIN. 3. THE BOTTOM OF THE ABSORPTION TRENCHES SHALL 8E LEVEL AND THE BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE ANY SOIL SMEARS INCURRED DURING THE EXCAVATION. FAILURE TO DO SO MAY REQUIRE THE CONTRACTOR TO REPLACE THE ABSORPTION FIELD AT HISMER OWN EXPENSE. 4. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND THE FIELD, AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA. 5. NO EXCAVATION OF THE ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF E OVER THE ABSORPTION RUBBER TIRE VEHICLES 0 AREA IS STRICTLY PROHIBITED. 6. UNSUITABLE MATERIAL EXISTING WITHIN THE FIELD SHALL. BE EXCAVATED AND BACKFILL SHALL CONSIST OF IMPORTED LOAMY SAND OR SANDY GRAVEL. THE ENGINEER SHALL BE CONTACTED IF BEDROCK OR GROUNDWATER IS ENCOUNTERED IN THE OVER -EXCAVATION. MAY 1 -FOOT MINIMUM 7. TOPSOIL CODER MA , ( 2 -FOOT MAXIMUM) TO ALLOW FOR LANDSCAPING. 1. TO ENCOURAGE THE HEALTH AND LONGEVITY OF THE DWTS SYSTEM, THE OWNER SHALL CONSIDER THE FOLLOWING: 1.A. MINIMIZE THE AMOUNT OF WATER THAT GOES DOWN THE DRAIN, THE BETTER YOUR SYSTEM WILL WORK. 1.B. MINIMIZE SOLIDS GOING DOWN THE DRAIN. 1.C. ELIMINATE GARBAGE DISPOSALS OR KEEP THE USE OF GARBAGE DISPOSALS TO A MINIMUM. 1.D. MINIMIZE GREASE AND OILS THAT GO DOWN THE DRAIN. 1.E. USE LINT FILTERS ON LAUNDRY MACHINE DRAINS. 1.F. KEEP SAND AND DIRT OUT OF THE BUILDING DRAIN. 1.G. AVOID FLUSHING SANITARY NAPKINS OR PAPER PRODUCTS OTHER THAN TOILET PAPER. I.H. DO NOT USE LYE -BASED DRAIN UNCLOGGER CHEMICALS SUCH AS DRAINO, OVEN -OFF, OR OTHER STRONG CLEANING AGENTS. 1.1. ...................................... I.J. DO NOT POUR PAINT THINNER, PESTICIDES, PAINTS OR PHOTO LAB CHEMICALS DOWN THE DRAIN LEACH AND TOILET ADDITIVES. 1.K. MINIMIZE USE OF CHLORINE B 2. THE OWNER SHALL CONTRACT WITH A SEPTIC TANK INSPECTOR TO INSPECT THE TANK ANNUALLY FOR GREASE AND SEDIMENT ACCUMULATION. THE INSPECTOR SHALL REMOVED AND PROPERLY DISPOSED OF ACCUMULATED GREASE AND SEDIMENT AS NEEDED TO ENSURE PROPER FUNCTION OF THE SYSTEM. 1' MIN 2' MAX CIRCULAR IRRIGATION -STYLE VALVE �`• z BOX & COVER - LID COLOR PURPLE OR i•'"• 1% MIN `° FILL GREEN - LABEL "SEWER" ' / \ FINISHED GROUND - MAINTAIN POSITIVE SLOPE AWAY FROM TOP SURFACE OF THE CHAMBER TRENCHES. GRAVELLESSCHAMBER SYSTEM: INFILTRATOR QUICK 4, ADVANCED ` ����,�\ /G24DE FILL DRAINAGE SYSTEMS BIODIFFUSER \ (STANDARD); OR ENGINEER\ / "�(\���'\\' �\ \�� `\'\� f\/\/\ //\'� / 1% MIN APPROVED EQUAL. BOTTOM TO BE LEVEL AND FLAT OVERT/\yS�� _ 36" MAX. '/\\ .....».REMOVE ANY ENCOUNTERED».».»....»....»....».» \ j0��/�\/j INFLOW AND OVERFLOW'\ \ \�\ BOULDERS AND. BACKFILL WITH LOAMY PIPES SHALL ENTER THE SAND OR SANDY GRAVELS, DO NOT UPPER KNOCKOUTS USE COMPACTED MATERIALS. \y DO NOT WALK ON OR COMPACT BOTTOM OF TRENCH. 6' (MIN.) Typical Chamber Trench System Scale: N.T.S. SOLID P• E CUT T FIT. LOCATE PER PLAN • • SOLID PIPE CUT TO VIEW. ATTACH REMOVABLE CAP OR THREADED CLEANOUT ASSEMBLY. COUPLING FOR SUPPORT 4.D. SIZE ADJUSTMENT FACTORS: GRAVITY TRENCH = 1.0, CHAMBER TRENC = (TABL 10- ). 4.D.1. A,adj=875 SF*1.0*03-613 SF 4.E. GRAVELLESS CHAMBER TRENCH SYSTEM: 4.E.1. INFILTRATOR QUICK4: 613 SF 112 SHUNT = 52 UNITS IN A TRENCH CONFIGURATION (USE 63) 4.E.2. ADS ARC 36: 613 SF 115 SF/UNIT = 41 UNITS IN A TRENCH CONFIGURATION (USE 51). 5. THIS SYSTEM IS SIZED FOR. TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS AND/OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. 6. CLEAN OUTS ARE REQUIRED AT THE HOUSE AND AT ALL BENDS AND AT LEAST EVERY 100 -FEET BETWEEN THE HOUSE AND THE SEPTIC TANK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS THROUGHOUT THE SYSTEM TO PREVENT INFILTRATION. 8. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS PORTS TO FINAL GRADE. PORTS SHALL BE MARKED IF CAPS ARE TO BE BURIED. 9. INSTALL 3 -INCHES OF BLUEBOARD INSULATION, 3 -FEET WIDE, OVER SEWER AND EFFLUENT PIPE WHEREVER DEPTH IS LESS THAN 5 -FEET. UNDER NO CIRCUMSTANCES SHALL COVER BE LESS THAN 2 -FEET. 10. SITE PLAN INFORMATION FROM OTHERS. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. f` Gallon Top Seam - 2CP Item 0 1 DESIGN E,1NF QES • Design per performance test per ASTM 01227 • Top surface area 56.25 ft` • rc 6 28 days: concrete - 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24' and mechanically P anicall compacted • Excavated material may be used for backfill,provided large stones are removed • Excavation should to priordewuto being and tank filled with water rior toit put In service for installation with water table less than 2' below grade • Meets (31644-06 for resilient connectors • Inlet and Outlet Identified above pipe • Delivered complete with internal piping ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'- 0" 2' -0" 1'-0" 3' -0' Length Width Height Inlet Side s -o' Total. DRY 4' - 0" W aaar Acom �!I W f NOTE: HIGH DENSITY POLYETHYLENE TANKS BY NORWESCO, INC. ARE AN ACCEPTABLE ALTERNATIVE TO CONCRETE. Top View �Itiears to Grade " 19" 1 " y 1 6" 4" PVC TEE/RISER 4" PVC TEE/RISER WITH EFFLUENT • FILTER ON THE 4 TANK OUTLET .+ Section View Digging Specs Invert Dimensions Net Capacity Net Weight 13' Long x T Wlde Inlet Outlet Length Width Height Inlet Side Outlet Total. Lid Tank Total 56" below inlet 56" 53" 135' 1 60" 68" 11. 843 hal '1.. 416 gal, 1259 gat 3120 lbs 110880 Ibsl 14COO Ibs rO VALLEY P A r Inc. Buena Vista, Colorado I:Lr17'T1 Phone: 719395-6764 Fax: 719-395-3727 Website: www"Tralleyprecastc orn Email: frontdesk@valleyprecasLoorn Civil Engineering 4 Surveying & Beyond r7ed Inc' 923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 (T) 970.945.5252 www.bu-inc.com Subsurface Utility Engineering (SllE) Required Project: NO If "Yes', SUE Certification by: Firm: N/A Job #: NIA Date: N/A Engineer or Surveyor Seal LIEF DODO V D ( Q��F���f�O 8122122 198-s� ' cv sSTONAI-E� Client Information: TERRY THOMPSON 233 VAQUERO RD CARBONDALE, CO 81623 970.379.9688 NORTH 0 20' 40' Scale: l" = 20' i� Know what's below. Call before you dig. COD I10 C3 Cz y CJ 3 o 1 tC �y p®p ® rav` V R Q Q' J C m c 0 rr 0 o Z ay lay e1: h m A ad alf PROJECT NO. Sheet 21069 Designer: BOL Drafter.APL w APl . Date: 8/22/22 File Name: /0114 calllcofte.dWg