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HomeMy WebLinkAboutGrading & Site Planss 64064- Course urse -Parcel e -V 7.50' �T�ico raina9e O e prin 77\ on o// si /rrl9otion �� oe ono rear Eosem is i /ot /ine � w ;� , X00, Go/f Course c t o Pond d /rri pori 40. ca 9ation Easement �rairnarlge o0J � 40.00' � cr n ve OP ' 111 ''Found, Rebar and Yellow 2 0 Plas ti � Cop, L.S. No. 15710 CL 0.6' 7 Acres +/- 7 50' ka It o rt a � DDUN Cb KD c tkn Z o ., PON VIEW POINT �Q �, fO o ELEV. 6053.1 0 fFo TY �T c, S -la 01 Building Envelope u T USP Sewer as �c CZ m `D ation Eos mets J hidpnholOe Utility, Drainage and *rig 20.00' 7.; , Sewer Ac ss. 33 1 Typical on all side 'and rear lot line . 40. oo'>59. >2' w N 840,24'30" ` Found,lRe r 7.50 a ab1a p (� Ye/lol"/ last/ Drainage and lrrigltion Easements r}r� `j,� 75 Utility,/ca on all side and rear a Ines. Capt e • "" - g, Building Eir elope T4s c az ;y den 1 oda _o moo o � a o 1 o LOT 7.5' Utility, D ninh+r2/-0 eco— cr 05 0.550 and Utility Prpo� Easemen2 m z j ° -� d• c^P� P0 en C0 n {{ OOIf Ore -,\ Cb 16.41 � a 16.41 e 3 0 u Found S " Rebar m ° 7 114' V1/ow t� 30.0' Golf Course Corri� ,r. Plasticj[ Cop, L. S5 10 d l 41*-" ,." �� Iope III 15 10 & Oromage on raga nye 1.7 1 Easement - Building n Eoserren{S and Irrigatio{{ lines' ainagee d rear k 5 Utility Q�oll..,sid an 20 . �. Ica on q,''"aLBeorf 95 w �3J a r174 Basi I 7.5' Utility, Drainage \ & Utility Purposes Eosement l i, 1, Natice, TUTTLZ StIRY%'YI1YG SFRYIC�'S According to Colorado law, you must commence any legal action based upon any defect m P. 0. Box 983 this survey "thsn three years after you p /' first dzscover such defect In no event may Glenwood Springs, Colorado 81602 any legal action based upon any defect in this survey be commenced more than ten years (970) 928-9708 (FAX 947-9007) from the date of the certtijscation shown hereon Rmad- ji?1100s-us eom Th� w, t" , ffi 7.50' Curb ". T 0 5Qr 0ti k5' Utili rainag2,t -igat/on , k*estr/al� Access Easement O "orseshoe' Zane Fire Hydron t V ctric Pedestal Teteofione P�ed� CURVE TABLE CURVE I LENGTH I RADIUS I CHORD CHORD BEARING1 DELTA I TANGENT C21 61.481 45.251 56.86 S30 57 54 "W 77'50'47-1 56.54 neinay flap Scale > "_ •2000' Improvement Location TUTTLE SURVEYING SERVICES Im pro vem en t Location Certificate Lot If2O, Aspen Clen, IVinq Ilio. % �l ccording to the plat recorded Sep tem b er 23, 1999 as Reception No. 55.2596 County of Garfield, Slate of Colorado. 20 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft LEGEND AND NOTES- - 13 INDICATES FOUND 5/8" REBAR & 1 1/4" YELLOW PLASTIC CAP MARKED LS 15710 - DATE OF SURVEY.- FEBRUARY 11, 2021 - UNIT OF MEASUREMENT- US SURVEY FOOT - BEARINGS ARE BASED UPON A FOUND FOUND, 5/8" REBAR AND 1 1/4" YELLOW PLASTIC CAP L.S. 75770 AT THE NORTHEASTERLY CORNER AND AT THE NORTHWESTERL Y CORNER BOTH OF LOT H21 USING A BEARING OF S 79,01'2j" E BETWEEN THE TWO DESCRIBED MONUMENTS AS SHOWN HEREON. - THIS PROPERTY IS SUBJECT TO EASEMENTS, RIGHTS OF WAY AND/ OR REQUIREMENTS AS NOTED OR SHOWN ON THE FINAL PLAT OF ASPEN GLEN, FILING NO. 7 - THIS SURVEY DOES NOT REPRESENT A 777LE SEARCH BY THIS SURVEYOR TO DETERMINE OWNERSHIP OR TO DISCOVER EASEMENTS OR OTHER ENCUMBRANCES OF RECORD. ALL INFORMA77ON PERTAINING TO OWNERSHIP, EASEMENTS OR OTHER ENCUMBRANCES OF RECORD HAS BEEN TAKEN FROM A TITLE INSURANCE COMMITMENT ISSUED BY TITLE COMPANY OF THE ROCKIES., DATED EFFECTIVE JULY 02, 2015 AS COMMITMENT NO. 0600070., IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this improvement location certificate was prepared for the Aspen Glen Design Review Committee and the Garfield County Building Department that it is not a land survey plat or improvement survey plot, and that it is not to be relied upon for the establishment of fence, building, or other future improvement lines. This certificate is valid only for use by Aspen Glen Design Review Committee and the Garfield County Building Department and describes the parcel's appearance on February 11, 2021. l further certify that the improvements on the above described parcel on this date, except utility connections, ore entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossin or burdening any part of said parcel, except as noted. F u "0 r°Jew 4/14/2021 roNq � lAN4� Jeffrey Aflen Tuttle, L. S, #33638 Date -fforseshoe Lane Carbondale, Colorado 81623 Drawn by: JT Date: 0211112021 Z.• X2021 �AspenGlen mo 7.5' UTILITY, DRAINAGIy, & IRRIGATION EASEMENT / (GOLF COURSE / PARCEL 9) o / �.`'S79 O' 23uE (GOLF COURSE PARCEL 9) t � ; 40' GOLF COURSE �6Oo~ til CORRIDOR, DRAINAGE & NOTES: 1) BASIS OF ELEVATION: 6056.99 FOR THE SURVEY MONUMENT MARKING THE WESTERLY COMMON PROPERTY CORNER OF LOTS H2O & H21, PER THE IMPROVEMENT LOCATION CERTIFICATE SURVEY MAP FOR LOT H21 BY TUTTLE SURVEYING SERVICES DATED 1/12/21. LOCATIONS AND ELEVATION IRRIGATION EASEMENT EASEMENT INFORMATION FROM THE IMPROVEMENT LOCATION CERTIFICATE SURVEY MAP FOR LOT H2O BY TUTTLE SURVEYING SERVICES DATED 7/29/15 WAS MATCHED TO THE LOT H2IILC. 2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE •• k� // \ 1 RECORD PLAT FOR THE SUBJECT PROPERTY, ASPEN GLEN FILING NO. 7, AND SURVEY �►j� CONTROL/// \ MO UMEN S FOUND AT THE TIME OF THE SURVEYS �1)/ / "s j \ AND SHOWN ON THE SURVEYS REFERENCED ABOVE. 40l 049 1 \ 3) SEE ADDITIONAL SITE NOTES, DRIVEWAY PROFILE AND DETAILS ON SHEET C2. (POND) +4 4) EXISTING &PROPOSED CONTOUR INTERVAL IS 1 FT. s , " t / L 51.0 3vy51 - - /z41 ��' '%/ 7-�t--�- INV 455 \ 7 1 f_.e.-_. ��. /\k,, "\ 44 LF 12"ADS-N12 1 /. r / 0 i .WE @ 1.5% / 7.5' UTILITY, DRAINAGE IRRIGATION EASEMENT,a= ` 7. r �L, A1'` . 4 // \ J <> \{ f ' BUILDING OUTLINE, TYP BUILDING ENVELOPE, TYP. t \ DAVIS RESIDENCE \ IF 52.00 ROOF OUTLINE TYP. LOT H2'I � �\` j f '^ <\ / ✓✓4Fj 75 HORSESHOE LANE 0.677 AC ± 40' GOLF COURSE CORRIDOR DRAINAGE & IRRIGATION EASEMENT \ °. f / ~l, '� `�%!*;4`"".`"\,- i '�� s7 - j'�, < 115 Point Table 6049.47 Surveying 1806.70 & Oeyond Point # Desc. Elev. EP PT North East ' 1805.74 101. CL MATCH 6051,70' EP CDR 1712.38 Glenwood Springs, CO 81601 1814.19 tele: 970.945.5252 102 CL HP 6054.07 EP COR 1737.88. 1766.45 Fes" 103 CL PC 6053.44' EP PC 1744.20 0�.. 1754.61 ••:ate ass/oNA\-E�� 104 CL PT 6049.95' EP PT 1799.35 WT CONSTRUCTION 1707.35 P1 BOX 5127 105 CL PC 6049.86' EP GARAGE 1801.24 NORTH 1706.69 10' 20' 106 CL LP 6049.24' EP PT 1813.31 1701.55 107 CL PT 6050.25' EP PC 1844.71 1676.67 108 CL GARAGE 6051.00 EP LP 1864.08 1653.64 109 EP MATCH 6051.60' EP PC 1706.89 1811.73 o o 110 EP MATCH 6051.68' EP PT. .1717.43 ca 1.817.45 z 111 EP PC 6053.56' EP GARAGE 1738.91 cop) CD Q� 1751.78 112 EP PC 6053.32' 1749.49 t:i 1757.44 113 EP PT - 6050.27 1793.14 170327 114 EP PT : 6049 66 1803.73 1696.11 a m 115 EP PC 1 6049.47 Surveying 1806.70 & Oeyond 1 1693.00 u. 116 EP PT 6050.0S eft ' 1805.74 1675,53 117 EP CDR 6050.22 Glenwood Springs, CO 81601 :1800.72 tele: 970.945.5252 1671,31 i",. 118 EP COR 6050.72' 1813.60 Fes" 1656.01 Uo�b�pQO 6/16%21 119 EP PC 6050,52' 0�.. 1819.72 ••:ate ass/oNA\-E�� 1661.16 120 EP PT 6050.52' WT CONSTRUCTION 1836.63 P1 BOX 5127 1659.70 EDWARDS, CO 61632 121 EP GARAGE 6050.92' NORTH 1 1847.79. 10' 20' 1646.42 122 EP PT 6049.83' 1801.33 1713.01 123 EP PC 6049.61' 1805.81 1711.40 .124 EP LP 6049.11' 1816.28 1707.43 125 EP PC 6049.86' 1844.16 o o 1696.84 oftftbft 126 EP PT. 6050.22' ca 1855.62 z 1688.72 c�•.� E 127 EP GARAGE 6051.00' cop) CD Q� 1875.83 1664.77 cu •� a LEGEND TOW TOP OF WALL BOW BOTTOM OF WALL GS GRADE BREAK MIN ...... . ......SL... __._.... ......SL--...... _.._..._. 51.-. FLAGNOTES: HIGH POINT LOW POINT EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION DRAINAGE SWALE DRAINAGE FLOW ARROW WATER SERVICE SEWER SERVICE ELECT., PHONE & CATV SERVICE GAS SERVICE SEDIMENT CONTROL FENCE PROPOSED MAJOR/MINOR CONTOUR EXISTING MAJOR/MINOR CONTOUR EROSION BALES CONCRETE DRIVEWAY NORTH AMERICAN GREEN SC-25OBN EROSION CONTROL FABRIC, OR RIPRAP ALTERNATIVE FOUNDATION DRAIN FLAGNOTE BOULDER WALL WATER CURB STOP 1Q MATCH TO EXISTING EDGE OF ROADWAY. Q2 TRANSITION FROM ROADWAY GRADE INTO -2% CROSS SLOPE TOWARD THE INSIDE (DOWNHILL) CURVE IN THE FIRST 30 FEET OF DRIVEWAY. 3 PROVIDE DRAINAGE SWALE AS SHOWN WITH NORTH AMERICAN GREEN SC250 EROSION FABRIC OR RIPRAP. SEE DETAIL WHERE PROPOSED SWALE DAYLIGHTS WITH NATURAL GROUND, FAN OUT DRAINAGE SWALE TO EVENLY ,N fs' _. DISSIPATE DRAINAGE, TYP. ' 7 '` ` 'i / t ,/} �.,, `' I , -° ..... / _ ` �r' '��., I •'� :' _, ..L, ti i�\ /"�� �� 5 INSTALL 18" NYLOPLAST DRAIN BASIN WITH DOME GRATE. \ w _ 8 SLOPE PATIOS AND DECKS AT 2% MIN. AWAY FROM THE STRUCTURE. V o �F / i + � � � 52.00 <' �7 GRADE AROUND THE PERIMETER OF BUILDING AS NECESSARY 10%FOR 5 -FE ET 10 FEET WHERE POSSIBLE y O ,� T y f ROOF \V ( ) 0 1 \ 1 �� �+ /^ /� j �� ,, � „' OO i' ^, '^� // I ^ \ ` MIN IN UNPAVED AREA TO ENSURE PROPER DRAINAGE AWAY FROM THE FOUNDATION. SHAPE TO DRAIN \ 'E` \ "�' /' �'V� t `,` ", ? �` '�. >� ;! - - .. AWAY FROM THE HOUSE SUCH THAT ANY DRAINAGE CAN SHEET FLOW TO THE EXTERIOR DRAINAGE SWALES 'v BUILDING OUTLINE TYP \ �` : ✓\ y ' \ �\ OR SHEET DOWNHILL. \ RIM 49.0 \\ ® LOCATE EXISTING CURB STOP CONFIRM LOCATION AND CONNECTION WITH THE METRO DISTRICT, CONNECT \ S \ ` • ' ., '.\d`' INV. 46.18 AND EXTEND NEW WATER SERVICE TO MECHANICAL ROOM. MAINTAIN COVER OVER NEW SERVICE PER ' `r 51.0 pM " DISTRICT REGULATIONS. (GULr i;uJR;ic � `\ :. ��.0 ...�.. ,.-_ .�,'�. :, o'y �' "V ,\ a PARCEL s) \ , \ 52.1 \ !t.' \ soy Ao" 3�' i// \ f r / \ . HP \ 7 Qg LOCATE EXISTING SEWER SERVICE, CONFIRM SEWER SERVICE ELEVATION, HOUSE PUMP MAY BE NECESSARY •+\ z7 ;' IF GRAVITY FEED WILL NOT WORK. CONFIRM CONNECTION WITH THE METRO DISTRICT, CONNECT AND EXTEND ^ ` A _,.ti f) OVER NEW SERVICE PER DISTRICT REGULATIONS. INSTALL CLEANOUT NEW SEWER SERVICE MAINTAIN COVER 60 a°, � t � ,'� B� �"` 'a � \+�; �\ `� i`� �,�- \ AT HOUSE EXTERIOR AND ALL BENDS. '\:: \ �xti r r 7 \ \ \ / i \ ` �\\T` \ 10 LOCATE & INSTALL GAS SERVICE (PRESENTLY UNKNOWN), FROM EXISTING SERVICE STUB TO MECHANICAL \ s - - ROOM. MAINTAIN COVER OVER NEW SERVICE PER UTILITY REGULATIONS. 2.5:1 \ \ 'v 51,6 \\ V / / \ N� \ s t � _ n \ ° - ✓ j' \ EXTEND GAS, ELECTRIC, TELEPHONE & CABLE TV SERVICES TO METER CABINET. MAINTAIN COVER & PROPERTY \ ' \ #121 t - h�° CLEARANCES BETWEEN/OVER NEW SERVICES PER UTILITY REGULATIONS. LINE LOT H21 A \ ., 1 \�. , ti .6050+971s + A� _ 6 'w BUILDING ENVELOPE, TYP.@ / \\ 3 \ +. :) tx .�� - POSSIBLE \EX SEWER 121CREATE NEW DRAINAGE SWALE TO DIVERT UPHILL DRAINAGE. LOCATE FLOWLINE HORIZONTALLY AND ' - ��-`"- ,�k{,Ta , J+1'�{ 5050 Py. 5� / SEWER STUB MANHOLE VERTICALLY AS SHOWN, INSTALL NORTH AMERICAN GREEN SC250 EROSION FABRIC. \ � (`�,�. ,A _�� ' " =ails ' 7.5' UTILITY, DRAINAGE & QO / , � �.� IRRIGATION EASEMENT PROPOSED CONCRETE DRIVEWAY, AUTO -COURT AND CONCRETE WALKWAYS. Vg V UTILITY EASEMENT \ y +\ 6 #1 p ,r•� ''' �; - - - - - ---```((( \ ©EROSION LOGS PER DETAIL ON SHEET C2. \ \ U ®SEDIMENT CONTROL FENCE PER DETAIL ON SHEET C2. FOUNDATION DRAIN, TYP., INSTALL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. DRAIN @ 0.5% MIN. TO THE FOUNDATION DRYWELL, SEE DETAIL ON SHT, C2. \ � _ INV. 48.9 A- - --- - - „ T i U ° A N 18 POSSIBLE FOUNDATION DRAIN HIGH POINT. COMMON PROPERTY LINE ,,. / - - - - - - - - aOTH22) 9 EXTEND THE FOUNDATION DRAIN TO THE DRYWELL WITH SOLID PIPE. H2O I H21 y 1 _ __w_ R+ a sua.,�r xs - _ - - ,� A ._...._..- '" P�.� INSTALL FOUNDATION DRAIN DRYWELL PER DETAIL ON SHEET C2. FOUNDATION DRAIN INLET ELEVATION • 1 g, _ 7.5' UTILITY, DRAINAGE & \ \ - 159.12 1 APPROX.44.0. ' "l/l/ 9�5, t 5ti IRRIGATION EASEMENT \ S8� 24 30 1 9 \ : A/'p.. \ #124 ' - © LOCATE AIR CONDITIONER UNIT(S) PER CODE. _ --- It 1192' _ V AV PROPERTY . 0106 :; }P \\ �\ \\ \ LINE LOT H21 #118 �. ° \ 1 \ 1 605072 : � •� •604924 6049A7 #122 'j 3 #117 i " `. #'14 604961 \ pp \ \ \ V / 6050.22'C O `6049956 \, �#105e \ 1 COMMON PROPERTY LINE H2O / H21 l \\ \ ��\ \ INV. 875 �� g1 o1a°s4ss''�'t' \ V A 7.5' UTILITY, DRAINAGE &� \ \ H2O BUILDING Zk0.q� 61 6 604s�e3 \\ \e IRRIGATION EASEMENT \ \ ENVELOPE ej \ \ \\ \ \ \ \ ^ \V L=12.89': R-30.00' #11.3 L=12.89': PROPERTY \ \ \ \CAD LINE LOT H2O � \ ; \ � �' To r �', A N_ �, A \ � 3:1 o A \ \ c .w \ \ \ \ �3:: ' + 4 7.5' UTILITY, DRAINAGE & m t \\ I \\ 3� Q \� \\ \\ \�15� IRRIGATION EASEMENT 3.32' 60 >?g \ \ *., r BUILDING ENVELOPE TO \ \\ \ t +103 w BE REMOVED WITH \ t \ A \ iso 844 \ \\\ A \ V 03 c A�� � 60ra, ��•sg5ti4.07.ti V A A C URB PLATTING PROCESS STOP �OGLFcouRSE 60356 PARCE9) � r �-ws----��'\_�' DAVIS RESIDENCE LOT H2O v s2 6jsQ. ad \ \ 0.550 Ac.± HE 60sa eos4 30' GOLF COURSE _ \\ \\ CORRIDOR: DRAINAGE & IRRIGATION EASEMENT 4040 w m \ \ \ I -J ivyX4 Ll 60 y ,gyp v v .. _. 33.11_ . s sy. �,3• I Ae ` lJ (LOT H79) / EXISTING EDGE OF / ASPHALT 7X--- FIRE HYDRANT ELECTRIC PEDESTAL TELEPHONE PEDESTAL `-L=31 48 R=45.25 - A= S9' 45.25'0=39" 51 41 T=16.41' 0h=S49' 57 27'%, ChD -30.85' HORSESHOE LANE -#101 TOP OF REBAR, 9s05,70,EL. 6051.7 MATCH TO EXISTING BACK OF CURB -- -i -3000', R=45.25' 1.5' UTILITY, DRAINAGE, A=37'59'10"T=15.57' /Ch 811'02' 35 W, C IRRIGATION & PEDESTRIAN ho=29.45' ACCESS EASEMENT EXISTING ELECTRIC, PHONE & TELECOMMUNICATION RISERS Civil Engineering Surveying & Oeyond u. eft e� Inc - 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 Yt i",. FLAGNOTES: HIGH POINT LOW POINT EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION DRAINAGE SWALE DRAINAGE FLOW ARROW WATER SERVICE SEWER SERVICE ELECT., PHONE & CATV SERVICE GAS SERVICE SEDIMENT CONTROL FENCE PROPOSED MAJOR/MINOR CONTOUR EXISTING MAJOR/MINOR CONTOUR EROSION BALES CONCRETE DRIVEWAY NORTH AMERICAN GREEN SC-25OBN EROSION CONTROL FABRIC, OR RIPRAP ALTERNATIVE FOUNDATION DRAIN FLAGNOTE BOULDER WALL WATER CURB STOP 1Q MATCH TO EXISTING EDGE OF ROADWAY. Q2 TRANSITION FROM ROADWAY GRADE INTO -2% CROSS SLOPE TOWARD THE INSIDE (DOWNHILL) CURVE IN THE FIRST 30 FEET OF DRIVEWAY. 3 PROVIDE DRAINAGE SWALE AS SHOWN WITH NORTH AMERICAN GREEN SC250 EROSION FABRIC OR RIPRAP. SEE DETAIL WHERE PROPOSED SWALE DAYLIGHTS WITH NATURAL GROUND, FAN OUT DRAINAGE SWALE TO EVENLY ,N fs' _. DISSIPATE DRAINAGE, TYP. ' 7 '` ` 'i / t ,/} �.,, `' I , -° ..... / _ ` �r' '��., I •'� :' _, ..L, ti i�\ /"�� �� 5 INSTALL 18" NYLOPLAST DRAIN BASIN WITH DOME GRATE. \ w _ 8 SLOPE PATIOS AND DECKS AT 2% MIN. AWAY FROM THE STRUCTURE. V o �F / i + � � � 52.00 <' �7 GRADE AROUND THE PERIMETER OF BUILDING AS NECESSARY 10%FOR 5 -FE ET 10 FEET WHERE POSSIBLE y O ,� T y f ROOF \V ( ) 0 1 \ 1 �� �+ /^ /� j �� ,, � „' OO i' ^, '^� // I ^ \ ` MIN IN UNPAVED AREA TO ENSURE PROPER DRAINAGE AWAY FROM THE FOUNDATION. SHAPE TO DRAIN \ 'E` \ "�' /' �'V� t `,` ", ? �` '�. >� ;! - - .. AWAY FROM THE HOUSE SUCH THAT ANY DRAINAGE CAN SHEET FLOW TO THE EXTERIOR DRAINAGE SWALES 'v BUILDING OUTLINE TYP \ �` : ✓\ y ' \ �\ OR SHEET DOWNHILL. \ RIM 49.0 \\ ® LOCATE EXISTING CURB STOP CONFIRM LOCATION AND CONNECTION WITH THE METRO DISTRICT, CONNECT \ S \ ` • ' ., '.\d`' INV. 46.18 AND EXTEND NEW WATER SERVICE TO MECHANICAL ROOM. MAINTAIN COVER OVER NEW SERVICE PER ' `r 51.0 pM " DISTRICT REGULATIONS. (GULr i;uJR;ic � `\ :. ��.0 ...�.. ,.-_ .�,'�. :, o'y �' "V ,\ a PARCEL s) \ , \ 52.1 \ !t.' \ soy Ao" 3�' i// \ f r / \ . HP \ 7 Qg LOCATE EXISTING SEWER SERVICE, CONFIRM SEWER SERVICE ELEVATION, HOUSE PUMP MAY BE NECESSARY •+\ z7 ;' IF GRAVITY FEED WILL NOT WORK. CONFIRM CONNECTION WITH THE METRO DISTRICT, CONNECT AND EXTEND ^ ` A _,.ti f) OVER NEW SERVICE PER DISTRICT REGULATIONS. INSTALL CLEANOUT NEW SEWER SERVICE MAINTAIN COVER 60 a°, � t � ,'� B� �"` 'a � \+�; �\ `� i`� �,�- \ AT HOUSE EXTERIOR AND ALL BENDS. '\:: \ �xti r r 7 \ \ \ / i \ ` �\\T` \ 10 LOCATE & INSTALL GAS SERVICE (PRESENTLY UNKNOWN), FROM EXISTING SERVICE STUB TO MECHANICAL \ s - - ROOM. MAINTAIN COVER OVER NEW SERVICE PER UTILITY REGULATIONS. 2.5:1 \ \ 'v 51,6 \\ V / / \ N� \ s t � _ n \ ° - ✓ j' \ EXTEND GAS, ELECTRIC, TELEPHONE & CABLE TV SERVICES TO METER CABINET. MAINTAIN COVER & PROPERTY \ ' \ #121 t - h�° CLEARANCES BETWEEN/OVER NEW SERVICES PER UTILITY REGULATIONS. LINE LOT H21 A \ ., 1 \�. , ti .6050+971s + A� _ 6 'w BUILDING ENVELOPE, TYP.@ / \\ 3 \ +. :) tx .�� - POSSIBLE \EX SEWER 121CREATE NEW DRAINAGE SWALE TO DIVERT UPHILL DRAINAGE. LOCATE FLOWLINE HORIZONTALLY AND ' - ��-`"- ,�k{,Ta , J+1'�{ 5050 Py. 5� / SEWER STUB MANHOLE VERTICALLY AS SHOWN, INSTALL NORTH AMERICAN GREEN SC250 EROSION FABRIC. \ � (`�,�. ,A _�� ' " =ails ' 7.5' UTILITY, DRAINAGE & QO / , � �.� IRRIGATION EASEMENT PROPOSED CONCRETE DRIVEWAY, AUTO -COURT AND CONCRETE WALKWAYS. Vg V UTILITY EASEMENT \ y +\ 6 #1 p ,r•� ''' �; - - - - - ---```((( \ ©EROSION LOGS PER DETAIL ON SHEET C2. \ \ U ®SEDIMENT CONTROL FENCE PER DETAIL ON SHEET C2. FOUNDATION DRAIN, TYP., INSTALL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. DRAIN @ 0.5% MIN. TO THE FOUNDATION DRYWELL, SEE DETAIL ON SHT, C2. \ � _ INV. 48.9 A- - --- - - „ T i U ° A N 18 POSSIBLE FOUNDATION DRAIN HIGH POINT. COMMON PROPERTY LINE ,,. / - - - - - - - - aOTH22) 9 EXTEND THE FOUNDATION DRAIN TO THE DRYWELL WITH SOLID PIPE. H2O I H21 y 1 _ __w_ R+ a sua.,�r xs - _ - - ,� A ._...._..- '" P�.� INSTALL FOUNDATION DRAIN DRYWELL PER DETAIL ON SHEET C2. FOUNDATION DRAIN INLET ELEVATION • 1 g, _ 7.5' UTILITY, DRAINAGE & \ \ - 159.12 1 APPROX.44.0. ' "l/l/ 9�5, t 5ti IRRIGATION EASEMENT \ S8� 24 30 1 9 \ : A/'p.. \ #124 ' - © LOCATE AIR CONDITIONER UNIT(S) PER CODE. _ --- It 1192' _ V AV PROPERTY . 0106 :; }P \\ �\ \\ \ LINE LOT H21 #118 �. ° \ 1 \ 1 605072 : � •� •604924 6049A7 #122 'j 3 #117 i " `. #'14 604961 \ pp \ \ \ V / 6050.22'C O `6049956 \, �#105e \ 1 COMMON PROPERTY LINE H2O / H21 l \\ \ ��\ \ INV. 875 �� g1 o1a°s4ss''�'t' \ V A 7.5' UTILITY, DRAINAGE &� \ \ H2O BUILDING Zk0.q� 61 6 604s�e3 \\ \e IRRIGATION EASEMENT \ \ ENVELOPE ej \ \ \\ \ \ \ \ ^ \V L=12.89': R-30.00' #11.3 L=12.89': PROPERTY \ \ \ \CAD LINE LOT H2O � \ ; \ � �' To r �', A N_ �, A \ � 3:1 o A \ \ c .w \ \ \ \ �3:: ' + 4 7.5' UTILITY, DRAINAGE & m t \\ I \\ 3� Q \� \\ \\ \�15� IRRIGATION EASEMENT 3.32' 60 >?g \ \ *., r BUILDING ENVELOPE TO \ \\ \ t +103 w BE REMOVED WITH \ t \ A \ iso 844 \ \\\ A \ V 03 c A�� � 60ra, ��•sg5ti4.07.ti V A A C URB PLATTING PROCESS STOP �OGLFcouRSE 60356 PARCE9) � r �-ws----��'\_�' DAVIS RESIDENCE LOT H2O v s2 6jsQ. ad \ \ 0.550 Ac.± HE 60sa eos4 30' GOLF COURSE _ \\ \\ CORRIDOR: DRAINAGE & IRRIGATION EASEMENT 4040 w m \ \ \ I -J ivyX4 Ll 60 y ,gyp v v .. _. 33.11_ . s sy. �,3• I Ae ` lJ (LOT H79) / EXISTING EDGE OF / ASPHALT 7X--- FIRE HYDRANT ELECTRIC PEDESTAL TELEPHONE PEDESTAL `-L=31 48 R=45.25 - A= S9' 45.25'0=39" 51 41 T=16.41' 0h=S49' 57 27'%, ChD -30.85' HORSESHOE LANE -#101 TOP OF REBAR, 9s05,70,EL. 6051.7 MATCH TO EXISTING BACK OF CURB -- -i -3000', R=45.25' 1.5' UTILITY, DRAINAGE, A=37'59'10"T=15.57' /Ch 811'02' 35 W, C IRRIGATION & PEDESTRIAN ho=29.45' ACCESS EASEMENT EXISTING ELECTRIC, PHONE & TELECOMMUNICATION RISERS Civil Engineering Surveying & Oeyond u. eft e� Inc - 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer or SurveyorSeal Fes" Uo�b�pQO 6/16%21 0�.. ••:ate ass/oNA\-E�� Client Information: WT CONSTRUCTION P1 BOX 5127 EDWARDS, CO 61632 970.926.1720 NORTH 0 10' 20' Scale 1 10 Know ate below. 11 before you dig. N 016 N Zvi + c N rr0 V CIS o o � e oftftbft •oa ca z c�•.� E v cop) CD Q� w cu •� a t:i co cr Q0 .:bk� a m s � s J LL 0 c o n D z 4 z z z J � � a J U Z � p � Q N ~ N � o N •"i eF W C6 ri •b Oi PROJECT NO. Sheet 21007 FILE NAME: eavis 8921 sp-02.ewg Designer: PAH /1 Drafter. BUI Date: 2.19.21 6060 .-._ _...... -_. EXISTING GROUND 1 0' 12' ASPHALT DRIVEWAY GRAVEL SHOULDER GRAVEL SHOULDER 2 MAX. CE 1 FT. DRAINAGE DITCH SHOWN IN PLAN VIEW EROSION CONTROL FABRH.'r�i CONCRETE PAVEMENT CLASS 6 AGGR EGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE A MINIMUM OF 12" DEPTH TO 95% STANDARD PROCTOR SILT FENCE - FABRIC ANCHORED IN TRENCH AND ATTACHED FIRMLY TO P( 1.0 1 PROPOSED DRIVEWAY TYP. SECTION N.T.S. TO BE VERIFIED BY PROJECT GEOTECHNICAL ENGINEER 4500 PSI AT 28 DAYS 6" CDOT SECTION 412 PORTLAND CEMENT CONCRETE 6" CLASS 6 ABC 12" SUBGRADE (SCARIFY & RECOMPACT) CONCRETE PAVEMENT SECTION NOTE: 1. ALL NEW PAVEMENT SECTIONS SHALL BE EQUAL TO EXISTING FIELD THICKNESS' BUT NOT LESS THAN EACH MINIMUM THICKNESS SPECIFIED. 2. ALL AGGREGATE & SUBGRADE MATERIAL SHALL BE COMPACTED TO 95% STANDARD PROCTOR AT A MOISTURE CONTENT WITHIN 2% OF OPTIMUM. 3. IN NEW PAVING LOCATIONS STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE A MINIMUM OF 12" DEPTH TO 95% STANDARD PROCTOR. CONCRETE DRIVEWAY SECTION N.T.S. CONTRACTOR TO VERIFY WITH PROJECT GEOTECHNICAL CONSULTANT. 10' POST (2" X 2" NOMINAL) /M ANCHORED IN TRENCH 24" AND FIRMLY ACHO SILT FENCE FABRIBRIT C TO SILT FABRIC I MIN. POST STAPLED TO POSTS ) I � x 8"x8" 24" TRENCH MIN. x* N . FLOW _ COMPACTED 42" �� .. BACKFILL MIN. 1-k- (y71 18 -.i -- 1 _ MIN. -II i TRENCH `Dw _ 6" x6' EROSION CONTROL NOTES: 1. IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL MEASURES SHALL PRECEDE STRIPPING OF NATIVE VEGETATIVE COVER AND AS GRADING PROGRESSES. 2. ALL TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. STRAW BALE DIKES OR SILT FENCING MAY REQUIRE PERIODIC REPLACEMENT. SEDIMENT TRAPS WILL REQUIRE PERIODIC SEDIMENT REMOVAL. 3. INSTALL PERMANENT EROSION FABRIC IN THE FLOW LINES OF DRAINAGE SWALES. SEDIMENT CONTROL FENCE DETAIL N.T.S. Profile: Davis Driveway Sta:1+00 to Sta:3+27 Scale: Vert.=5', Horiz.=10' PROPOSED DRIVEWAY CENTERLINE PROFILE N.T.S. NYLOPLAST 8" DRAIN BASIN: 2808AG _ _ X (3) CONCRETE WALKWAY OR DECK ERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. VARIABLE SUMP DEPTH ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: _ _ (6" MIN. BASED ON 4"- 6" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ! MANUFACTURING REQ.) ADSIHANCOR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DW - 4'MIN (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - GRATESISOUD COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050.05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - CUSTOM DRAIN BASIN TO BE CUSTOM MANUF GRATE OPTIONS LOADRATINGNPART#STANDARD LIGHT DUTY N SOLID COVER LIGHT DUTY FABRICC AROUND, UNDER BRONZE wA ' DOME NIA DROP IN GRATE LIGHT DUTY ACNRED ACCORDING TO PLAN THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY NMH MATERIAL DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING 3130 VERONA AVE RESTRICTIONS. SEE DRAWING N0.7001-170(185. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3 - STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0" & 180°. OR POSSESSION OF THIS PRINT DOES NOT CONFER DgTE 6-2518 PHN (770) 932.2443 CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360' TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyl® last FAX (770) 932-2490 TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING TECHNICAL INFORMATION SHOWN HEREIN APPA BY NMH PROJECT N0.1'NAME l xww.nyloplast-us.com NO. 7001410-012. REPRODUCTION Of THIS PRINT OR ANY INFORMATION TITLE 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 6-2518 ASTM D3212 FOR CORRUGATED HOPE (ADS N-12MANCOR DM WALL) & ARTICLE HEREFROM, FOR THE _7= _'._OSURE TO OTHERS B IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL PVC SEWER (4'.24'). IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. clam NYLO Si DWG SIZE A SCALE 1:12 SHEET 1OF1 DWG NO, 7001410.272 REV F 1791 21� L GRADE AS NECESSARY INSTALL EROSION CONTROL LINE W1 NAG-SC250 EROSION FABRIC PER MANUFACTURERS CONTROL FABRIC, 6.6T OR 8' RECOMMENDATIONS ROLL WIDTH, OR RIPRAP TYPICAL SWALE SECTION �N.T�S. SHAPE DITCH ACCORDING TO SITE PLAN NYLOPLAST AREA DRAIN WITH DOME GRATE, PVC RISER AND TEE OR BEND TYP. EXTEND HEAT TAPE FROM NEAREST DOWNSPOUT THROUGH THE PIPE AND CONNECT TO THE BOTTOM OF THE GRATE,TYP. INSTALL TEMPORARY FILTER FABRIC OR SEDIMENT BASKET UNDER THE GRATE. SEE SITE PLAN FOR RIM ELEVATIONS NYLOPLAST INLINE DRAIN OR (BEND ONLY) 6" CLEANOUT WITH PVC RISER AND TEE OR BEND, TYP, TEEIBENDS WITH GLUED JOINTS OR 6"OR8"OSCH. WATERTIGHT ADAPTERS 40 PVC RISER, TYP. 4" ADS DOWNSPOUT CONNECTOR 71 4"0 SCH. 40 PVC RISER 4"0 SCH. 40 PVC 45" BEND r• HEAT TAPE Z 0 F2 � m 3 IV I11 11111 1 ;„- 1, �6" OR 80 90" BEND 4"0 ADS TO SCH. 40 PVC 6" OR 8"0 6" OR 8"0X4"0 90" BEND TEE WYE Typical Roof Drain IF SPECIFIED Typical Site Drain ALL JOINTS TO BE (N.T.S) (N.T.S) WATER TIGHT, TYP. EROSION LOG 0 AREA DRAIN 0 0 0 0 0 0 0 0 0 PLAN VIEW �l 0 TDgP,�,' \OHS FACHp fq FEATURE THAT NEEDS PROTECTION \ ENTRENCH 3---1 1 SECTION A -A \ 0 SEDIMENT REMOVAL SHALL BE PERFORMED CONTINUOUSLY FOR PROPER FUNCTION. 1+00 -�V MINIMUM SLOPE PER REPORT " Q+ 4d'. 6660 6055 6050 6045 BELOW GRADE WALL SLOPE BACKFILL PER PREFABRICATED DRAINAGE OSHA COMPOSITE (MIRADRAIN " 6000 OR EQUIVALENT WATER PROOFING PER STRUCTURAL ENGINEER, TYP. ATTACH 10mil PVC LINER MTL- AT FOUNDATION WALL < •_. SLIP COVER ENTIRE WIDTH JOINT GRAVEL WITH NON -WOVEN 2" MIN. GEOTEXDLE FABRIC (MIRAFI 160N OR EQUIVALENT). SLAB -ON -GRADE SLOPE TO DRAIN IN, I� FOOTING OR PAD ENCASE PIPE IN 1/2" TO 1-1/2" 2' MIN SCREENED GRAVEL. EXTEND GRAVEL LATERALLY TO FOOTING AND AT LEAST 1/2 HEIGHT OF FOOTING. FILL 8" MIN. OR BEYOND 1:1 SLOPE ENTIRE TRENCH WITH GRAVEL. FROM BOTTOM OF FOOTING, (WHICHEVER IS GREATER) 4"0 PERFORATED RIGID PIPE (SDR35 PVC). THE PIPE SHOULD BE PLACED IN A TRENCH WITH A SLOPE OF 196 MIN. (1/8 INCH DROP PER FOOT) TO DRAIN. NOTES: 1. THE BOTTOM OF THE DRAIN SHOULD BE AT LEAST 21NCHES BELOW BOTTOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. CONTRACTOR TO FOLLOW ANY ADDITIONAL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER TYPICAL FOUNDATION DRAIN N.T.S. CONTRACTOR TO VERIFY WITH PROJECT GEOTECHNICAL CONSULTANT. n nw POINT A EROSION LOG POINT A JA POINT B ENTRENCH 3' POINTS A MUST BE HIGHER THAN POINT B SECTION D -D Temporary Erosion Control Log N.T.S. 0 POINT A A GENERAL NOTES: I . ALL CONSTRUCTION SHALL MEET OR EXCEED THE CURRENT CONSTRUCTION AND DESIGN STANDARDS ESTABLISHED BY THE DESIGN GUIDELINES AND GARFIELD COUNTY AND BE SUBJECT TO OBSERVATION BY THE COUNTY AND THE PROJECT ENGINEER. IN THE EVENT OF CONFLICT PUD GUIDELINES SUPERCEDE COUNTY. 2. THIS DESIGN WAS PREPARED WITHOUT THE BENEFIT OF A SUBSURFACE UTILITY ENGINEERING (SUE) STUDY OR MAP. THIS DESIGN HAS BEEN PREPARED FOR A PRIVATE DEVELOPMENT USING EXISTING UTILITY INFORMATION PROVIDED BY OTHERS. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST, BUT MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. BOUNDARIES UNLIMITED INC. DID NOT CONFIRM ANY DATA PROVIDED OR PERFORM ANY ADDITIONAL RESEARCH OR NOTIFICATION TO ELEVATE THESE PLANS TO SENATE BILL 18-167 STANDARDS. AS SUCH, BOUNDARIES UNLIMITED INC. MAKES NO GUARANTY, EXPRESSED OR IMPLIED, FOR THE LOCATION OF SUBSURFACE UTILITIES CONTAINED WITHIN THIS PLAN SET. IF THE CLIENT AND/OR CONTRACTOR REQUIRES A SUBSURFACE UTILITY ENGINEERING STUDY OR MAP FOR FULL COMPLIANCE WITH SENATE BILL 18-167, THEN A MORE EXHAUSTIVE INVESTIGATION SHALL BE OBTAINED BY THE CLIENT AND/OR CONTRACTOR PRIOR TO COMMENCING WITH ANY CONSTRUCTION. OTHERWISE, PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER OF ANY POTENTIAL CONFLICTS PRIOR TO UTILITY CONSTRUCTION SO THAT LINE OR GRADE CHANGES CAN BE MADE TO AVOID A CONFLICT WITH ANY EXISTING UTILITY. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION AND, AT NO EXPENSE TO THE CLIENT OR PROJECT ENGINEER, REPAIR ANY DAMAGED UTILITIES. 3. ALL EXCAVATIONS FOR UTILITY LINES, RETAINING WALLS, ROADWAYS, BUILDING STRUCTURES, DRAINAGE FACILITIES AND TRENCHES, SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION, OR THE COLORADO DIVISION OF MINES, WHICH EVER APPLIES. SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. NO OTHER PARTIES ARE RESPONSIBLE FOR SAFETY IN, ON OR ABOUT THE SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO. 4. COMPACTION MUST BE ATTAINED AND COMPACTION RESULTS SUBMITTED TO THE COUNTY AND THE PROJECT ENGINEER PRIOR TO ACCEPTANCE. COMPACTION SHALL MEET OR EXCEED COUNTY REGULATIONS. 95% STANDARD PROCTOR DENSITY IS REQUIRED FOR ALL ROADWAY AND DRIVEWAY SUBGRADE CONSTRUCTION AND TRENCH BACKFILL UNDER THE SAME, &'90% STANDARD PROCTOR DENSITY IN LANDSCAPE AREAS, UNLESS NOTED OTHERWISE OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. SEE SOILS REPORT FOR STRUCTURAL FOUNDATION RECOMMENDATIONS. 5. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION ACTIVITIES TO THE AREA WITHIN THE STREET RIGHT OF WAY AND PROPERTY OWNED, OR EASEMENTS PROVIDED TO OWNER. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6, THE CONTRACTOR SHALL ENSURE DRAINAGE AWAY FROM ALL STRUCTURES IN ALL DIRECTIONS. DO NOT ALLOW WATER TO POND ON-SITE. PROVIDE SWALES TO DRAINAGE STRUCTURES AND RUNOUT. SHALLOW DRAINAGE SWALES HAVE A TENDENCY OVER TIME TO FILL IN & BECOME LESS EFFECTIVE. PERIODIC MAINTENANCE, AT LEAST TWICE A YEAR, IS NECESSARY TO CHECK THE INTEGRITY OF THE SWALE & MAINTAIN DRAINAGE CHARACTERISTICS. BUILDING FOUNDATION WALL HEIGHT TO BE A MINIMUM OF 6" ABOVE FINISH GROUND AT EXTERIOR WALL. 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP TWO FULL SETS OF CONTRACT DRAWINGS MARKED UP TO INDICATE THE AS -BUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO THE OWNER AND THE ENGINEER UPON COMPLETION OF THE WORK. WHERE PRACTICAL, THE CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM PHYSICAL MONUMENTS TO ALL FITTINGS, VALVES, MANHOLES, AND THE END OF ALL SERVICE LINES, B. ON-SITE OBSERVATIONS AND REVIEW CONDUCTED BY THE COUNTY OR THE PROJECT ENGINEER OF CONSTRUCTION WORK IN PROGRESS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE COUNTY OR THE PROJECT ENGINEER OF THE COMPLETED WORK AND THE CONTRACTOR'S RESPONSIBILITIES. 9. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. 10. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING, OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER. IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN RISK. 11. DISPOSAL OF TRASH, ASPHALT, CONCRETE AND CONSTRUCTION DEBRIS IS THE CONTRACTORS RESPONSIBILITY AND SHALL BE CONSIDERED PART OF THE WORK, 12. HORIZONTAL & VERTICAL INFORMATION FOR EXISTING PROPERTY LINES, TOPOGRAPHY, ROADWAY, UTILITIES & DRAINAGE STRUCTURES WERE SUPPLIED BY TUTTLE SURVEYING SERVICES, JOB NO. _ DATED 1/12/21 AND 7/29/15. SEE LANDSCAPE, ARCHITECTURAL AND STRUCTURAL ENGINEERING PLANS FOR ADDITIONAL BUILDING AND LANDSCAPE INFORMATION. 13. SEE ADDITIONAL LANDSCAPE INFORMATION FROM WT CONSTRUCTION, LLC. IN NON HARDSCAPE AREAS, GRADE AT A MINJMUM OF 12" IN THE FIRST 10 FEET AWAY FROM THE STRUCTURE, OR AS DIRECTED BY THE GEOTECHNICAL STUDY. EXTERIOR BACKFILL SHOULD BE ADJUSTED TO NEAR OPTIMUM MOISTURE AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY IN PAVEMENT AREAS AND TO AT LEAST 90% OF THE MAXIMUM STANDARD PROCTOR DENSITY IN LANDSCAPE AREAS. SEE & FOLLOW RECOMMENDATIONS OF THE GEOTECHNICAL SUBSOIL STUDY BY KUMAR & ASSOCIATES DATED , JOB N0, 14. ALL PRODUCT INFORMATION SHOWN IS AS PROVIDED BY THE MANUFACTURER. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND COMPLYING WITH THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS FOR THE INSTALLATION OF ALL MATERIALS WITH SPECIAL ATTENTION TO PROPER SEALING OF MATING SURFACES. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE DELIVERED PRODUCTS AND THOSE SHOWN ON THIS PLAN. 15- FOUNDATION AND RETAINING WALL DESIGNS TO BE OBTAINED FROM, OR VERIFIED BY THE PROJECT STRUCTURAL OR GEOTECHNICAL ENGINEER. 16. THE FOUNDATION DRAIN SYSTEM SHALL BE INSTALLED PER THE RECOMMENDATION OF THE STRUCTURAL AND GEOTECHNICAL ENGINEERS. 17. THE SURVEYOR RESPONSIBLE FOR STAKING THE FOUNDATION OF THE HOUSE IS RESPONSIBLE TO MAKE SURE HE HAS THE LATEST SITE, FOUNDATION & ARCHITECTURAL PLANS AVAILABLE, ALONG WITH ANY UPDATED LOTLINE, SETBACK & EASEMENT INFORMATION. 18. INSTALL ROOF GUTTERS AND DOWNSPOUTS THAT DISCHARGE WELL BEYOND THE LIMITS OF ALL BACKFILL. CONFIRM DOWNSPOUT DRAINAGE HAS GOOD POSITIVE GRADE RUNNING AWAY FROM THE HOUSE. STORM DRAIN PIPES TO BE INSTALLED WITH 1 % MINIMUM SLOPE TO THE OUTFALL POINTS. HEAT TAPE SHALL BE INSTALLED IN ALL EXTERIOR ROOF GUTTERS, DRAIN PIPES, DOWNSPOUTS, AREA DRAINS, TRENCH DRAINS, STORM DRAIN PIPES AND GRATED STRUCTURES. 19. LANDSCAPING WHICH REQUIRES REGULAR HEAVY IRRIGATION SUCH AS SOD, AND LAWN SPRINKLER HEADS SHOULD BE LOCATED AT LEAST 10 FEET FROM FOUNDATION WALLS. 20. ACCUMULATED SNOWFALL SHALL BE REMOVED TO GRASS AREA TO ENSURE THAT PROPER DRAINAGE AWAY FROM THE BUILDING IS MAINTAINED. 21. FINISH GRADE & SPOT ELEVATIONS ASSUME THAT THE FOUNDATION WALLS EXTEND ABOVE THE BUILDING FINISH FLOOR & HANGERFLOOR JOISTS ARE USED. 22. INSTALL DEEP & SHALLOW UTILITY SERVICES ACCORDING TO RESPECTIVE UTILITY COMPANY OR METRO DISTRICT SPECIFICATIONS AND REGULATIONS. HORIZONTAL LOCATIONS OF SERVICE LINES ARE SUGGESTIONS ONLY, PROPOSED UTILITY SERVICES TO THE RESIDENCE MAY BE VARIED FROM THE LOCATIONS SHOWN. ALL WATER AND SEWER SERVICES SHALL BE INSTALLED PER METRO DISTRICT REGULATIONS. 23. DRAINAGE PIPES CALLED OUT AS ADS SHALL BE ADVANCED DRAINAGE SYSTEMS N-12 WATER RESISTANT PIPE (ADS N-12-Wr) OR ENGINEER APPROVED EQUAL. ALL PIPES SHALL BE INSTALLED WITH WATERTIGHT CONNECTIONS. 24. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITTING FOR CONSTRUCTION FROM THE APPROPRIATE GOVERNMENTAL ENTITIES. 25. ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. GNERAL NOTES N.T.S: NOTES: 1. PRECAST MANHOLE SECTIONS SHALL MEET ASTM C-478 AND BE H-20 LOAD RATED. 2. THE DRYWELL SHALL BE INSTALLED LOWER THAN THE DEEPEST BLDG FOOTER. THE EDGE OF THE ORYWELL SHALL BE INSTALLED AT LEAST 10 -FEET AWAY FROM ANY FOOTER OR AT A DISTANCE EQUAL TO THE HEIGHT FROM THE BOTTOM OF THE DRYWELL TO THE BOTTOM OF THE FOOTER, WHICHEVER IS GREATER. 3. BACKFILL EXCAVATION AROUND STRUCTURE WITH COMPACTED 3/4" CRUSHED WASHED SCREENED STONE TO THE TOP OF THE DRYWELL AND WITH STRUCTURAL CLASS 2 ABC TO 12" BELOW FINISH GRADECOMPACT BACKFILL TO 95% STANDARD PROCTOR. 4. PERFORATED SECTION TO BE INSTALLED 4 FT. MINIMUM INTO PERVIOUS ALLUVIUM. ENGINEER TO BE CONTACTED IMMEDIATELY IF GROUNDWATER OR BEDROCK IS ENCOUNTERED, 5. THE SQUARE FRAME & LID SHALL BE POSITIONED TO ALIGN WITH THE PAVER PATTERN, IF PRESENT. 24" SQ. CAST IRON FRAME & SOLID LID (H-20) 1 RIM: PER PLAN y T PRECAST CONE SECTION PRECASTCONCRETE SECTION(S)� 4'0 MIN.Y, -6' MIN. --Y7 PLACE MIRAFI FILTERWEAVE 500 EQUAL) FILTER N FABRICC AROUND, UNDER 0 ' AND OVER CRUSHED STONE ....... "�I PRECAST PERFORATED 412 ! RISER SECTION W/ 1"0 ; z N OCz PERCOLATION HOLES 6 COO 3/4" CRUSHED WASHED SCREENED STONE AROUND -- 1. 12 VCOD THE PERIMETER AND 1' ? (MIN.) ^ N Hi Et BELOW THE DRYWELL •. C', ' y M 12 ........ UNDISTURBED SOIL FOUNDATION DRYWELL SECTION N.T.S. DRAIN PIPE Engineering Surveying & Beyond c/ Inc• 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer ol-SurveyorSeal �p D0 LIEF DFF �;2cP 6/16/21 �� O 19082` o<1. ss/ONA'L, Client Information: WT CONSTRUCTION PO BOX 5127 EDWARDS, CO 81632 970.926.1720 0 10 20' Scale: 1" = 10' Know what's below. Call before you dig. m N 0 412 v N OCz se COO O VCOD Z ^ N Hi Et Bei C', CD y M 4. m 0 0 Z ^ N Hi C Bei QS C6 Ci PROJECT NO. Sheet 21007 FILE NAME: tlavis ap27 ap-OTdwg Designer. /1 /1 Drafter: BUI Dale: 2.19.21