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HomeMy WebLinkAboutSite PlanNYE -top 5.0'UTILITY\�� VF-O EASEMENT ME: 03.0'± \6S04 1 \6SO SOS \76L 24 TALL- 2T�.L-� V sS0> s\ BOULDER WALL \ \ 808\ �ME[0I O��PARK ROAD \j L �BW: 05.76 6 ME: 09.0'± \ \ S1p\ BVI: 07.82 TW: 09.77\ �-BW: 04.72 \ \ \ v 6 _ r:9 C. 92.4'±X / \ TW: 10.86 TW: 08.09 \ $43 ME:02.0' 6504 \ V A A I 1 'V V / / `-6s \V - A \ _ 6506 12 - _ - V A 6502 E: 92.6'± 6 \ $08\ _ v X6$13 - 61 ME: 13.0'±\ \ - ,_GP� . 0j �m \ \ \�� \ V A �i r ' ME: 93.0± 6516�� •€ y v v ,� (FROM TUTTLE SURVEY) --�� \ " \ 1p \ \ \ • o / \ \ 3 '\ \ A PLASTIC CAP \ -\ 5.0' UTILITY FOUND 2@UILDING ENVELOPE / e e r �-16p9 5516_ \ \ > SEMENT LEV:6501.22' / M 95.0'± / ME:16.0'± / \ V A V )._ _ ..cam,__ V2 0' -� ME: 00.04 WF1Y�- Daly 6522 6A4d'' / / - v > \ \ \ I O \ \ d• \ \ \ ti_ \ > .�- ,\ _moo - \_ f `/_ !. / // / 518 n \ \ \ \ \ \ \ \ \ BW: Wc007901 v \ \ ... ,\ > > \ �- r+• -A 4fl25-- Q s \ 0 \ 6dg5 V A - V A ECs: 0398 ��,.,- 'n �� - / R40. V A v o ME: 96.0'± \ TW:18,32 ` 9 tib A v �� A �__ v I 12° / i ME: 19.0,± BW: 1678 65 \LBW: 14.34 \ \ \ \ \ \ \ \ \ \` TW: 16.27 \ '� \ \ BW: 06.28TWI \ • _ 'j yl 9 y` / / i \ r \ \ W: 1492 \ \ \ \ \ ` \ S2 \ \ \ \ ` \ \ \ \ 1�5-L.F. OF 2-4' \ s > > _ . I�- 'Lt� iSA? \\\\� o \ _6S? \ \ _. \ TW: 17.78 �. \ \ \ \ \ \ 1 \ _ t \ \ \ TALL BOULDE�L WAL\ '_ 13 LBW: 03.67 6514 \\� \ 6511- \ 6$ \ C Z2 \ ti 551$ \\ \\ -�- \ \\ \\ \` - - BW9774 \9�5 \ _ ME:99.0'±--6498- SPOT ELEVATION LEGEND 6508 - _ - TW: 02.97 \ \ \ \ - \\ham"1 \\ \ X6499- i \ ME: 23.9± / �Oo 8W: 98.91 I6s _ �' FF = F FLOOR ELEVATION _ _ - _ - TW: 650 / FG = FINISHED GRADE C \ \ ME: 13.04 \ \ \ - OO 6574 s \\ \ "' �. \ ``� ��� \\ \ \\ -- BOULDERWALi-_ BW: 3.82 \\ \ \\ \- bSO2_- `--\ FL FLOW LINE \ \ \ \ C `c\ ti _ � ` 6S22, \ \ � ±45 L:� 0€ 3' TALL _ 1 _ S? \ \ \ \ _ _ ME:05.0'± \ _ \ S \c \ `_ B 16.94 - _ \ \ \ - _ / \ _ `` 6503, - - _ HP = HIGH POINT LP =LOW POINT \ c TW:20.94 ` \` \ \ \ \ _ - l _ \ \ \ �b504 , - - ` \ ` \6 2$ \ BW: 17.83 \ \ by ,. `. - \ \ \ - _ _ l \ \ 6sos _ _ ME =MATCH EXISTING 5 \ TW: 21.82 \ \ \ sS?4 \ \ \ \ \ \ -(iH. 21 5., \ - \ \ \ \ \ \ _ - / \ \ \ -6506, ` \ \ \ \ /� \ / /� EA =EDGE OF DRIVEWAY \ \\ \ \ \ \ \ \ \ \ \ \ \ 6502_ - _ \ \ \ � 6$ � � w: v.16 \ \ \ \ � \ ` - _ / - - - - - _ � \- � � � /� _- TC =TOP OF CONCRETE \ 26, s \ - TW: 21.16 \ \ \ - _ - - - \ \ ME:26.0't' SZS \ \ - \ TW =TOP OF WALL .\ TW;23.46 -EA: 21.94 - \ � \ _----�� \ \ \ 1155 L.F.DIF 2-4' \ \ \ \ � � ' � \ - - - � � � � � � � � BW =BOTTOM OF WALL 6526 ji \ \ \TALL BOULDER W%L� \ \ \ \ \ \ _ - - _ _ / - - ` \ \ \ �/\ \ TOF =TOP OF FOUNDATION WALL \ \ \ \ \ \ \ ` -I - DRAINAGE DIRECTIONISLOPE 2.0% \ r I \ - _ _ 01 - � \ � \ __- --, / � - '-- -�_ SPOT ELEVATION TC 2`.66 \ \ \ � - \\ \ '6$Z9 \ ME: 27.0' - - \ W: 16.58 \ \ .. "_ TW: 20.58 \ \ \ _ \ \ \ 65 EXISTING LEGEND IIS3o £240 L.F. OF 2-4 ^ L., ,., \ \TU 23.85 \ \,�\ \ \ OF: 3 a \ \ \ TALL B0� R WALL \ / \ \h - ` - ` '�,�� \ ,�,•, \\ \ \ - _ - - - - - - - - _ - / 2 .p � \ ti ` 0 46 (S RISERS � � \ \ \ \ - - - ' _ - EXISTING CONTOUR V [ A 23 00 \ \ 653 27.83 � �.. � ' ACH - � \_6514 _ - \ - - - _ _ _ � -_ - EXISTING CONTOUR INTERVAL \ BW: 23.86_ TC, 22.99 \ \ \ \ - - •, TC: 23.85 \ \ ' \ \ - - - EXISTING PROPERTY LINE \ TC. 23.45 \ �- A A ME:30.04 "t< A A \ �TC 23.616 v v v - \ \ � \ Tc 23� - � \ E: 15.0'± \ _ - - / - - BUILDING ENVELOPE TDF: 25.5 \ �` ry \ \ \ \ _ \ \ 25.0' _ - - - - - - - - - - EXISTING UTILITY EASEMENT \ROOF O ANG\ \ - e 6515 ` ` ACCESS EASEMENT - _ - / WV a ; oa t ' v ; \ \ \ \ TC: (,�� EXISTING FIRE HYDRANT ME: 32.0' \ a \\ % \ \ \ \ \ \ I V, - _ \ ` \ - _ / EXISTING WATER VALVE \ \ \ \ \ \ \ FFE:24.00` \ \ \ \ / \ \ \ `f1� 6516 - - ` \_ \ _ _ _ \ q \ " / - \� \ y TC: 23.85\\ TC 23 85. \ \ -es L / \ \ \ FL: 25.81\ GARAGE FF=6523.00' (ARCH 99' 0') i © EXISTING CABLE PEDESTAL \ 65 \ REFER TO ARCHITECT'S PLANS �' / . � - \ \ \ \ \ \ s 19 E: v.a± \ \ \ � EXISTING TELEPHONE PEDESTAL v A 34v v v PROPOSED RESIDENCE v v sP v - / \ \ \ ' 6_roF: 2a oo TC: 23.77 s \ -- © EXISTING TRANSFORMER 235ERS TC. \ \ \ \ y / -� ±5.046 ACRES EXISTING SANITARY SEWER \ \ \ \ \ \ 65'3$\\FG: 27.00 MAIN FF=6524.00' (ARCH 100,41 \ \ \ \ \ UPPER FF=6528.00' (ARCH 104'-0" / \ \ FIFE: 24.00 T6.231.9.5 \ \ _6S18 \ \ \ \ \ \ \ \ - REFER TO ARCHITECT'S PLANS. \\ \\ 6'S36 \ \ \ \ \\ \ \ \ \ \\ -- -- \J _ _6519_ 50.0' `\\ \ \ \c \ \ \\ _ \/ \ \ \ \ \ \ \ \ \ \ \ SETBACK \\\ \\\ s \ \ E: 20.0'1 \\-------- _ PROPOSED LEGEND S3 BW: 26.54 �\ \ \ \ \ \ \ \ \ FG: 23.50 \ _ \ \ \ \ TW: 30.54 \ C.vc \ \ -\ \. \ \ \ \ \ \ TOR 24.00 \ -6520 \ \\ >\ -_ \ \ \ 17 - - �\ / \ \ \ F 28 \ \ \ - - - \ - - - _ _ _ PROPOSED CONTOUR BW: 31.88- \ \ •Sg6 \ � _ \ \ \ \ \ \ \ -6521 \ -- - 7900 PROPOSED CONTOUR INTERVAL \ \ \ \ s \TW: 35.88 \ \ \ \ \ / \ \ TO : \ \ \ \ \->->->->- PROPOSED SWALE OR DITCH \ \ \ \ \ FFE: 2795 - \ PROPOSED STORM SEWER TOF 2:200 -6$22 \ - _ TC: 27.75 \ \ \ _ PROPOSED DRIVEWAY SURFACE FL HP 26.75 \ \ \ \ \ \ \ \ \ \ \ d \ \ \ \ \ \ \ - _ _- PROPOSED CONCRETE/SIDEWALK \ -6523\ \ \ - - - - PROPOSED BOULDER WALLS \ \ \ \ \ \ \ \ s ` - -. \ \ \ ✓ • 26.34 ME: 24.0'± \ \ \ \ \ \ \ Sg - - BW: 27.25 \ �. \ \ \ / �' /) \ TW: 31.25 > a \ \ _ \:\ tF1:24.13 \ \ \ \ \ \ \ \ \ \ \ \ \ ± L.F. OF 2-4' TALL TC: 27.95 • - _ - - - - E \ \ \ \ \ \ \ 'BOULDER WALL \ \ \ \ ` -6524.- $ TOR 28.00 \ TC: 27.75,� m \ \ BW: 32.58\ \ \ �• \ �/ \ \ \ \ \\ \ \ \ \ \ \\ \ \\ \\ \ FW: 34.22 \ \ \ �\ \\ \ 6525 ° GENERAL CONSTRUCTION NOTES: 1. THE EXISTING CONTOUR INTERVAL IS ONE (1) FOOT (DASHED). EXISTING 27.50 \ \ \ \ \ \ \ \ CONDITIONS ARE BASED ON AN IMPROVEMENT SURVEY PERFORMED BY 6s?6_ \ \ - - _ - - - - - A ` _ TUTTLE SURVEY SERVICES. 5534 6s 3 \ \ . 2. ALL EXISTING UTILITIES EITHER UNDERGROUND OR OVERHEAD, SHALL \ \ \ \ \ \ \ \ \ \ \ \ME:35.0' \ \ \ \ \ FL: 25.70 \ 7 \ \ 61 \ \ \ \ BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE \ \ >�>_>-�Z� \ \ \ CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE o \ \ \ \ \ \ \ \ \ �� BW:25.45 \ \ AND LIABLE FOR ANY DAMAGE TO, OR INTERRUPTION OF SERVICES sa 6 BW: 26.20 TW: 29.45 6528 \ o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CAUSED BY THE CONSTRUCTION. \MEi 32.0' \ TW: - - - - - - - - - - - - - - 3. THE CONTRACTOR SHALL HAVE A SET OF APPROVED CONSTRUCTION 0 DOCUMENTS ON SITE AT ALL TIMES. 6S 4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS 3O _ - - - - - - - - - - - - - TO COMPLETE WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE, AND \\ \\ \ \\ \\\\------- \ -\6g FEDERAL REGULATIONS. > \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - 31 \ \ \ - - - - _ _ _ _ _ _ 5. NOTIFY UTILITY OWNERS: CONTRACTOR SHALL NOTIFY ALL PUBLIC OR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ = \ \ \ d - PRIVATE UTILITY OWNERS FORTY-EIGHT HOURS (OR AS REQUIRED BY 553? UTILITY COMPANIES) PRIOR TO COMMENCEMENT OF WORK ADJACENT \ \ \ - _ TO THE UTILITY. ` -6533- b KAPF-i I SCALE 6. ALL UTILITY SERVICES SHALL BE INSTALLED BELOW GRADE. - \ \ - 1 20 \ 40 7. ENSURE THAT DRAINAGE IS AWAY FROM ALL STRUCTURES IN ALL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - - \ 10 _ - O - 0 _ \ DIRECTIONS A MINIMUM OF 12" IN THE FIRST 10' OR YIN THE FIRST 1DIN PAVED OR CONCRETE AREAS. 8. ALL GEOTECHNICAL RECOMMENDATIONS MUST BE ADHERED TO. EET) _ - _ - - - - g_ ALL DISTURBED AREAS OUTSIDE OF LANDSCAPE AREAS SHALL BE 1i h=10�-_- SEEDED WITH NATIVE GRASSES. > OPRIS C NGINEERING, LLI I CIVIL CONSULTANTS I 502 MAIN STREET CARBONDALE, CO 81623 (970)704-0311 FAX: (970)-704-0313 �/� 28477 f ,t J Y Know what's below. Q W p[ DESIGNED BY LRJ 02/25/22 DRAWN BY LRJ 02/25/22 CHECKED BY YTN 03/01/22 DATE: 05/04/22 JOB NO. 32028.01 W Oo GRADING AND DRAINAGE PLAN Know what's below. Q W p[ > C-1.0 / 1 Cr 1 BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND , LU j 12 O W U Q 1 O Q ` �zco (D ::) f - Z O U �LU 0_ 0 Z W 0 (y J O < V I DATE I REVISION TITLE GRADING AND DRAINAGE PLAN Know what's below. Call before you dig. °RAwINGo. CALL 2 -BUSINESS DAYS IN ADVANCE C-1.0 / 1 Cr 1 BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND , MEMBER UTILITIES