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HomeMy WebLinkAboutLand Use Case.Aspen St.0065.2011.ASLU1/4'P "1 .4 c $Jl 1 " 2'" CLASS 6 AGGREGATE BASE LEVELING COURSE INVERTED JO" CURB & GUTTER 1/4'P STANDARD 30" CURB & GUTTER SCALE- 1 112"- 1' 0" 10' �I MAX X. Iv 24• x ... x SILT FABRI %: x::%.._ _x x... MIN 24 STAPLED TO MIN POSTS x . x.....X . x......x . x. . SILT FENCE X .x.x: x. x::* x.. x::x..... x. 42 x %% x.. x x. x x x. MIN =1 1 IC FABR�x:* x.x%% ANCHORED 11=1 I- x. IN TRENCH x * -.% COMPACTE AND ATTACHEDx % x BACKFILL MIN III—I FIRMLY TO POST::x : % :.x : x::* =1 1= x. TQENC Oh, 6 x 6' SILT FENCING POST (2" X 2" NOMINAL) SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST 6" x 6" TRENCH FLOW Dandy Bag Installation 1. Stand the grate on end 2. Place the Dandy Bag over the grate J. Roll the grate over so that the open end is up 4. Pull up the slack 5. Tuck the flap in 6. Press the velcro strips together 7. Be sure that the end of the grate is completely covered by the flap or the Dandy Bag will not work properly 8. Holding the handles, carefully place the Dandy Bag with the grate inserted into the catch basin frame 9. Provide a depression area around catch basin to provide storage of runoff water above Dandy Bag 10. Install Straw Wattles around catch basin to provide additional sediment removal 11. Pump filtered water from catch basin to Cooper Avenue curb & gutter or storm inlet Maintenance After each storm event: To insure proper operation remove silt, sediment, and debris from the surface and the vicinity of the unit with a square point shovel or stiff bristle broom away from environmentally sensitive areas and waterways in manner satisfactory to the engineer/inspector: Remove fine material from inside Dandy Bag as needed. Dispose of Dandy Bag no longer in use at on appropriate recycling or solid waste facility. Inlet Inspection To inspect inlet, remove Dandy Bag with grate inside, inspect catch basin and replace Dandy Bag back into grate frame. STANDARD FABRIC IS A WOVEN FLAP FOLDS OVER MONOFILAMENT TO ENCLOSE LOW POINT SUMP DETAIL N. T.S. TRUE DAM Installation and Maintenance Guidelines Installation: Place True Dam on ground with aggregate pouch on street side near the inlet on which it will be installed. Open Velcro access pouch located on the street side edge of the unit. If using optional absorbents, place absorbent sock in pouch and push to back of pouch. Fill pouch with aggregate to a level that will keep the unit in place during a rain event and create a seal between the True Dam and the surface of the street. Reseal Velcro access. Center the unit against a curb or median inlet opening so that the curb side of the unit creates a seal with the curb and inlet structure. There should be an equal length of the True Dam overhanging on each side of the opening. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT LOW PROFILE WITH - GUTTER FOR SAFETY AND CURB APPEAL TRUE DAM OVERFLOW GAP MANHOLE CURB INLET PROTECTION DETAIL N. T.S. 45' BEND PLUG 45' GRADE 1/8" PER FOOT MIN. TEE SADDLE, TEE FITTING 2'-0" OR EQUIVALENT PROFILE STAINLESS STEELyg s STRAPS (2 EACH t" SADDLE) 1) IN-LINE TEE FOR EXISTING STRUCTURES. 2) TEE SADDLE FOR OTHER SERVICES. 3) BACKFILL UNDER WYE TO BE SCREENED ROCK OR CLASS 6 AGGREGATE, 959 COMPACTION DENSITY PER ASTM D-698. 4) MINIMUM COVER - 5 FEET. STANDALD RD SEWER SERVICE CONNECTION DETAIL N. T.S. Notice: � n r�� n A� n /� p Y Accordin t of a �PV4 M VY6EY �nQuslt commence any leg/ a based upon any defect in this survk it i three years after you first discoverromVelned h d ect. In no event MC any legal actupon any defect in this survey be more than ten hyearsereon. © � th (cefli�ia yN shown 2'-0» 4" CLASS 6 AGGREGATE VALLEY PAN DETAIL NTS 2" PER PLANS 2 " 112- EXPANSION JOINT BROOM FINISH WHERE REQUIRED 4 " COMPACTED CRUSHED SCREENED ROCK (1') LEVELING COURSE WITH GEOFABRIC (MIRAn 140N NOTES:COMPACTED SUBGRADE OR EQUAL) 1) EXPANSION JOINTS: 100' ON CENTER AND AT DRIVEWAYS. 2) DUMMY JOINTS: 1 " DEEP BY 1/8" - 1/4" WIDTH AT INTERVALS EQUAL TO SIDEWALK WIDTH. 3) USE 1/4" RADIUS ON ALL EDGES. 4) USE 6" DEPTH OF CONCRETE ON ALL DRIVEWAYS. 5) CURE FOR 72 HOURS USING CURING COMPOUND, PLASTIC COVERING OR MOISTURE. 6) USE 3750 PSI CONCRETE WITH FIBERMESH ADDITIVE AT 1-1/2 LBS./C. Y. MAXIMUM SLUMP 4" CONCRETE SIDEWALK SCALE- 1 "- 1'-0" R. 0. W. 25.5' GRADE ® 29 BETWEEN R. 0. W. AND T.B.C. PER PLAN 5' �If PER _.. ___... PLAN ......__ MOM r_ 11 ' ASPHAL T ROAD SURFACE EX/STING SIDEWALK/SURFACE PER DETAIL 50' Juan St. iF 30" STANDARD CURB & GUTTER PER DETAIL SHEET 49 24.5' 11 ' ASPHALT 3.5' ROAD SURFACE — — — — — R. 0. W. GRASSLINED SWALE; 6" DEEP; 4H. -IV SIDE SLOPES JUAN STREET TYPICAL SECTION — STA. 0+00 TO 0+68.30 1" = 6' 50' 25.5' 24.5' Juan St. GRADE ® 29 BETWEEN R.O.W. AND T B. C. PER 11' ASPHALT F. PLAN PER ROAD SURFACE 5' � PLAN _ 29 _ TEXISTING 30" STANDARD CURB & GUTTER SIDEWALK/SURFACE PER DETAIL SHEET 49 I PER PLAN R. 0. W. 11' ASPHALT 3.5' ROAD SURFACE Mom, ! EXIST/NG j SURFACE ® 29 BETWEEN AND SWALE PER PLAN ;GRADE PER PLAN TO RETAINING WALL GRASSLINED SWALE; 6" DEEP; 4H. -IV SIDE SLOPES JUAN STREET TYPICAL SECTION — TRANSITON FROM STA. 0+68.30 TO 0+90.30 1" = 6' 25.5' — GRADE ® 29 BETWEEN R.O.W. AND T.B.C. PER 11 ' ASPHALT PLAN ROAD SURFACE 5' PER PLAN EXIST/NG SIDEWALK PER PLAN a t R.O.W. R.O.W. 50' f 24.5' Juan St. EXISTING i� r SURFACE 30" STANDARD CURB & GUTTER PER DETAIL SHEET 49 11 ' ASPHALT ROAD SURFACE 99' ADE ® 29 BETWEEN R.O.W. AND SWALE 3.5' J �f � ff _ — — PER 4 PLAN GRADE PER PLAN TO RETAIN/NG WALL GRASSLINED SWALE; 6" DEEP; 4H.• 1 V SIDE SLOPES JUAN STREET TYPICAL SECTION — TRANSISTION FROM STA. 0+90.30 TO 1 + 12.30 1" = 6' 25.5' I GRADE ® 29 BETWEEN R.O.W. AND T.B.C. R. 0. W. 50' 24.5' Juan St. EXIST/NG SURFACE GRADE ® 29 BETWEEN PER 11' ASPHALT 11' ASPHALT PLAN ROAD SURFACE ROAD SURFACE 5' �PER � PLAN 49 — — — 49 JO" STANDARD CURB & GUTTER EX/STING SIDEWALK PER PLAN PER DETAIL SHEET 45 a R.O.W. AND SWALE _ — PER J PLAN GRADE PER PLAN TO RETAINING WALL f GRASSLINED SWALE; 6" DEEP; 4H. -IV SIDE SLOPES JUAN STREET TYPICAL SECTION — TRANSISTION FROM STA. 1+12.30 TO 1+34.30 in= 6' PRELIMINARY NOT FOR CONSTRUCTION SCHMUESER GORDON ME"ER EXISTING South Aspen Street Townbomes Aspen, Colorado SURFACE ® 29 BETWEEN ! AND SWALE BY Road Sections Job No. 2000-236.005 — PER 1 PLAN 4/11/12 TLB _ .... ------- - GRADE PER PLAN TO RETAINING WALL GRASSLINED SWALE; 6" DEEP; 4H. -IV SIDE SLOPES JUAN STREET TYPICAL SECTION — STA. 0+00 TO 0+68.30 1" = 6' 50' 25.5' 24.5' Juan St. GRADE ® 29 BETWEEN R.O.W. AND T B. C. PER 11' ASPHALT F. PLAN PER ROAD SURFACE 5' � PLAN _ 29 _ TEXISTING 30" STANDARD CURB & GUTTER SIDEWALK/SURFACE PER DETAIL SHEET 49 I PER PLAN R. 0. W. 11' ASPHALT 3.5' ROAD SURFACE Mom, ! EXIST/NG j SURFACE ® 29 BETWEEN AND SWALE PER PLAN ;GRADE PER PLAN TO RETAINING WALL GRASSLINED SWALE; 6" DEEP; 4H. -IV SIDE SLOPES JUAN STREET TYPICAL SECTION — TRANSITON FROM STA. 0+68.30 TO 0+90.30 1" = 6' 25.5' — GRADE ® 29 BETWEEN R.O.W. AND T.B.C. PER 11 ' ASPHALT PLAN ROAD SURFACE 5' PER PLAN EXIST/NG SIDEWALK PER PLAN a t R.O.W. R.O.W. 50' f 24.5' Juan St. EXISTING i� r SURFACE 30" STANDARD CURB & GUTTER PER DETAIL SHEET 49 11 ' ASPHALT ROAD SURFACE 99' ADE ® 29 BETWEEN R.O.W. AND SWALE 3.5' J �f � ff _ — — PER 4 PLAN GRADE PER PLAN TO RETAIN/NG WALL GRASSLINED SWALE; 6" DEEP; 4H.• 1 V SIDE SLOPES JUAN STREET TYPICAL SECTION — TRANSISTION FROM STA. 0+90.30 TO 1 + 12.30 1" = 6' 25.5' I GRADE ® 29 BETWEEN R.O.W. AND T.B.C. R. 0. W. 50' 24.5' Juan St. EXIST/NG SURFACE GRADE ® 29 BETWEEN PER 11' ASPHALT 11' ASPHALT PLAN ROAD SURFACE ROAD SURFACE 5' �PER � PLAN 49 — — — 49 JO" STANDARD CURB & GUTTER EX/STING SIDEWALK PER PLAN PER DETAIL SHEET 45 a R.O.W. AND SWALE _ — PER J PLAN GRADE PER PLAN TO RETAINING WALL f GRASSLINED SWALE; 6" DEEP; 4H. -IV SIDE SLOPES JUAN STREET TYPICAL SECTION — TRANSISTION FROM STA. 1+12.30 TO 1+34.30 in= 6' PRELIMINARY NOT FOR CONSTRUCTION SCHMUESER GORDON ME"ER SCH M U ESER GORDON MEYER 118 W. 6th Street, Sut e 200 Glenwood Springs, Colorado 81601 (970) 945-1004 FAX (970) 945-5948 Aspen, Colorado (970) 925-6727 Gunnison, CO (970) 641-5355 South Aspen Street Townbomes Aspen, Colorado NUM– BER REVISION DATE BY Road Sections Job No. 2000-236.005 4 9 1 Roadside swa/es added. 4/11/12 TLB Drawn by.• TLB Date: 9/26/1 OF 51 QC• PE. ✓H ENGINEERS SURVEYORS File: 2000 -236 -FG -BM. dw h1 0 PRELIMINARY SCHMUESER GORDON MEYER N N 0 T 118 W. 6th Street, Suite 200 south Aspen Street Townbomes � Glenwood Springs, Colorado 81601 N (970) 945-1004 FAX (970) 945-5948 N FOR SCHMUESER GORDGN MEYER Aspen, Colorado (970) 925-6727 Aspen,CONSTRUCTION I I Colorado v E N G I N E E R S I S U R V E Y O R S Gunnison, CO (970) 641-5355 NUM— BER REVISION DATE BY 1 Grading revision; detail added, sheen number changed. 4/11/12 TLB Gra ding an d Job No. 2000-236.005 Drawn by. -TLB 47 Drainage Date: 9/26/11 Plan QC. PE.- ✓H of 51 File: 2000-236—FG—BM. d wo BEGIN ALIGNMENT'. FOR ACCESS TO UNDERGROUND PARKING FROM GARM1SCH STREET NEW MANHOLE FOR STORM DRAIN EXTENSION SINGLE INLET AND.. STORM BASIN 11.00--- NEW MANHOLE FOR STORM GRAPHIC SCALE DRAIN EXTENSION 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. PVI STA.0+82.01 PV1 EL EV 7928. 10 7940 .......................... - REVISION --iC=5.88------. -----------...- 0) 0000 0 � �k 75.00' VC (6 c0 N N NN r N L6 O r�N r i r j 0 0 0 0 O 0 O� N 0 0 0 a. , I ^ . . . . . . . .. . . . . . . : . . . . . . .: . . . . . . . .:. . . . . . . �.:. .:. : 7935 (0W 6)W k m m EXISTING SURFACE i 7930: .:. .. .. . :. .:. . . . . . . . . ... : 7930 0 2.75% ......... ......................... ................-:7925 PROPOSED SURFACE SCALE.' 1 » _ 20 HORZ. 1 = 10 VERT. 7920:............................ ................................. :7920 EXISTING CENTERLINE ELEVATION FINISHED CENTERLINE ELEVATION 7915 7915 NOT FOR CONSTRUCTION COQ REVISION � � N 0) 0000 0 � �k co NN (6 c0 N N NN r N L6 O r�N r i r j 0 0 0 0 O 0 O� N 0 0 0 a. , I 1+50 SCHMUESER GORDON MEYER 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 FAX (970) 945-5948 SCHMUESER I GORDO� I MEYER Aspen, Colorado (970) 925-6727 ENGINEERS I SURVEYORS Gunnison, CO (970) 641-5355 MA TCH EXIST. South Aspen Street Townhomes Aspen, Colorado N REVISION 1:- �� 1 I � �k TL B � ��'• v ups I i , I SCALE: 1» = 20, HORZ. 1= 10 VERT. NUM— BER REVISION DATE �� 1 I � �k TL B � ��'• v ups I i k SCALE: 1» = 20, HORZ. 1= 10 VERT. NUM— BER REVISION DATE BY 1 New Sheet 4/11/12 TL B 7980 . . . . . . . . . ... . . . . . . . . . .. . . . . . 7980 . .......................... .7975 7970 .. .. :7970 PROPOSED SURFACE . . . . . . . . . ... . . . . . . . . ... . . . . . 7965 7960 . . . . . . . . . ... . . . . . . . . ... . . . . . 7960 ,y 1 I PO I J o I I FINISHED CENTERLINE ELEVATION 7955 . . . . . . . . . ... . . . 7955 FINISHED CENTERLINE ELEVATION O 0+00 00 LO o O PO 0 O- C CD O 0+50 0+64.43 Access to Sub -Surface Job No. 2000-236.005 Drawn by. - TL B 46 Garages from S Aspen Dote: 4/12/12 and Garmisch Streets °C PE. JH of 51 F//e: 2005 -522 -003 -BM. dwg BEGIN ALIGNMENT FOR ACCESS TO UNDERGROUND PARKING FROM GARMISCH STREET NEW MANHOLE FOR STORM DRAIN EXTENSION i 20 11. o0A BEGIN ✓UA STREET ALIGNMENTS STA: 0+00 14-53 7940 7930 PV1 STA. 1+0 1. 41 PV1 ELEV.7926.23 K=22.73 160.00' VC 7940 7935 7930 7925 7920 . . . . . . . . . . _ . 7920 EXISTING CENTERLINE ELEVATION FINISHED CENTERLINE ELEVATION 7915 7915 Co 0 — 00 0000 OLo i I � ���ON O co c0 000 N N or) of 0 (D . U-) 4 hrj N N r� �`) 0) K) N N N N N N N N N N O Cr 0) O O 0-) 0 O m O 0) M 0 O 0) 0) 0) � 11. o0A BEGIN ✓UA STREET ALIGNMENTS STA: 0+00 14-53 7940 7930 PV1 STA. 1+0 1. 41 PV1 ELEV.7926.23 K=22.73 160.00' VC 7940 7935 7930 7925 7920 . . . . . . . . . . _ . 7920 EXISTING CENTERLINE ELEVATION FINISHED CENTERLINE ELEVATION 7915 7915 Co 0 — 00 0000 OLo NLo I � ���ON O co c0 000 N N or) of 0 (D . U-) 4 hrj N N r� �`) 0) K) N N N N N N N N N N O Cr 0) O O 0-) 0 O m O 0) M 0 O 0) 0) 0) 0+50 NOT FOR CONSTRUCTION 1+00 1+50 2+00 GRAPHIC SCALE 20 0 10 20 40 80 ...................._........._...... 7995 1 inch = 20 'ft. 7990 7980 7970 - 7960 7950 SCALL 1 Z. �, = 20 HOR 1 — 5 VERT." 7990 . 7985 7980 7975 7970 : 7965 ........ ..-,-:7960 :.: ...................................................:7955 EXISTING CENTERLINE ELEVATION FINISHED :CENTERLINE ELEVATION 0+50 1+00 1+50 2+00 2+50 7950 00 N r r� Co O co c0 000 Co L0 �r n �0 O 00 c6 Oa 0) 0) O O 0-) 0 O m O 0) M 0 O 0) 0) 0) � 0) 0+50 1+00 1+50 2+00 2+50 7950 Q4 fz 3 a m i i N t l / '13 ar �, fO00" 46 P. �f a� f: f�: r w f i uVw_ _.____70 :. __. fi 777 o— r - i NEW GAS ............ NEW 6 "0 SERVICE - TO k , u s 3 /401-1 € SEWER AHU. NEW WATER AHU. SERVICE TO SIZE PER MECHANICAL,,-' -' N I AHU. ENGINEER. - PRELIMINARY 0 SCH M U ESER GORDON MEYER • � N 118 W. 6th Street, Suite 200 NOT Glenwood Springs, Colorado 81601 N (970) 945-1004 FAX (970) 945-5948 FOR N SCHMUESER I GORDON I MEYER Aspen, Colorado (970) 925-6727 CONSTRUCTION E N G I N E E R S I S U R V E Y O R S Gunn Ison, CO (970) 641 —5355 GENERAL NOTES: * ALL WORK TO BE DONE IN STRICT COMPLIANCE WITH RESPECTIVE UTILITY COMPANY REQUIREMENTS. * SHALLOW UTILITIES SHOWN ON THE PLANS ARE SCHEMATIC IN NATURE. FINAL UTILI7Y ALIGNMENT TO BE BASED ON FIELD REQUIREMENTS. ELECTRICAL UTILITIES: * CONTRACTOR TO INSTALL (1) 410 CONDUIT; BED CONDUIT WITH J14" MINUS MATERIAL, 4" BELOW TO 4" ABOVE CONDUIT. * PULL CORD TO BE FURNISHED AND INSTALLED BY CONTRACTOR. CABLE TV UTILITIES: * CONTACT- COMCAST CABLE (970) 925-4311. * COMCAST CABLE WILL PROVIDE ANY REQUIRED VAULTS AND PEDESTALS. * COMCAST REQUESTS CONTRACTOR TO FURNISH J" DIAMETER, SCHEDULE 40 PVC CONDUIT. * CONTRACTOR TO INSTALL CONDUIT; BED CONDUIT WITH J/4" MINUS MATERIAL, 4" BELOW TO 4" ABOVE CONDUIT. * STUB CONDUIT ABOVE GROUND AT PEDESTAL LOCATIONS * PULL CORD TO BE FURNISHED AND INSTALLED BY CONTRACTOR. PHONE UTILITIES: * CONTACT- QWEST (970) 384-2308. * QWEST REQUESTS CONTRACTOR TO SUPPLY 4" SCHEDULE 40 PVC CONDUIT. * QWEST REQUESTS INSTALLATION OF SWEEPS TO HAVE A MINIMUM 9 FOOT RADIUS. * QWEST REQUESTS SWEEPS TO BE GLUED IN PLACE, EXTEND AT LEAST 12" ABOVE GROUND, AND TO BE PLACED CLOSELY TOGETHER TO FIT INSIDE A SINGLE PEDESTAL. GENERAL INS TALLA TION 1. PROVIDE CONDUIT SIZE AND TYPE PER LOCAL UTILITY PROVIDER. 2. PROVIDE CONDUIT STUB A MINIMUM OF 6" ABOVE FINAL GRADE AT L OCA TIONS DESIGNATED FOR PEDESTAL INSTALLATION AND CAP. J. DUCT TAPE EACH UTILITY CONDUIT GROUPING (I.E. TELEPHONE, CTV, ELEC.) TOGETHER ABOVE GRADE AND LABEL. 4. PROVIDE PULL STRING IN EACH CONDUIT. 5. TRANSITION CONDUIT FROM TYPICAL UTILITY TRENCH SPACING TO PROVIDE SEPARATION SHOWN ABOVE. WA TER SERVICE UTX /T/ES: I. WATER MAINS AND SERVICE LINES TO BE INSTALLED IN ACCORDANCE WITH THE MOST RECENT CITY OF ASPEN WATER DEPARTMENT STANDARDS. SEWER SERVICE UTILITIES.-_ 1. SEWEh SER CE TD HAVE 4- MINIMUM OF J14- SCREENED ROCK AS BEDDING MATERIAL. THE SAME MATERIAL SHOULD BE BROUGHT UP TO 6" ABOVE THE TOP OF THE PIPE. 2. SANITARY SEWER SERVICE PIPING SHALL BE 410 SDR 26 PVC SEWER PIPE AND FITTINGS. THE LONGEST AVAILABLE LENGTHS OF PIPE SHOULD BE USED AND JOINTS ASSEMBLED USING NON—PETROLEUM, NON—TOXIC LUBRICANT. GAS UTILITIES: * CONTACT.- FOR SERVICE LINE INSTALL CALL SOURCEGAS, 1-800-54J-0012. * UTILITY WILL INSTALL GAS PIPING. * OWNER PROVIDED TRENCH REQUIREMENTS — SOURCEGAS. 1. GAS LINE TRENCH SHALL BE EXCLUSIVE TO SOURCEGAS, AND SHALL BE LOCATED SO THAT GAS MAIN AND SERVICES ARE A MINIMUM OF 5 FEET FROM ALL ELECTRICAL LINES. 2. GAS MAIN SHALL HAVE A MINIMUM OF J6" OF APPROVED BACK—FILL OR COVER. J. WIDTH OF TRENCH SHALL NOT BE LESS THAN (10'� FOR 2" MAIN INSTALLATION AND (14') FOR 4" MAIN INSTALLATION. WHERE TIE—INS OR CROSSINGS ARE LOCATED BELL—HOLES SHALL BE PROVIDED, SIZE OF WHICH SHALL ALLOW ADEQUATE WORKING SPACE FOR MEN AND EQUIPMENT. 4. BEDDING MATERIAL SHALL BE ROCK FREE. BEDDING MATERIAL SHALL NOT CONSIST OF ANY FRACTURED ROCK TYPE MATERIAL. ALL BEDDING MATERIAL TO BE PRE—APPROVED BY SOURCEGAS REPRESENTATIVE. 5. WHEN ROCKY CONDITIONS ARE ENCOUNTERED THE TRENCH BOTTOM SHALL BE CLEAN AND THE GAS MAIN BEDDED A MINIMUM OF 6" BELOW AND 12" ABOVE WITH PRE—APPROVED BEDDING MATERIAL. 6. PIPELINE TO BE BEDDED AND BACK—FILLED THE SAME DAY AS INSTALLED. 7. CONTRACTOR/DEVELOPER RESPONSIBLE FOR COMPACTION REQUIREMENTS PER SPECIFICATIONS. 8. ALL SITE CLEANUP AND LANDSCAPING TO BE COMPLETE BY CONTRA C TOR/DEVEL OPER. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO DISPOSE OF EXCESS MATERIALS OR SPOILS. 10. PRIOR TO TRENCHING, A PRE—CONSTRUCTION MEETING WILL BE HELD WITH SOURCEGAS REPRESENTATIVE AND EXCAVATION SUPERVISOR AND/OR SUB—CONTRACTOR SUPERVISOR. So 7 th Aspen Street To Wn h oBER m es Utility Alignments Undated 4/11/12 TLB Sch em a tic Lcvcivv Ac. -Y7-1 en, Colora d o FE—T] TRANSFORMER /PEDESTAL LOCATION PROPOSED GAS METER e"w » PROPOSED 8 WATERLINE ® PROPOSED GABLRIE7ERISTAL NOTES: ws ws ws PROPOSED WATER SERVICE m PROPOSED PHONE PEDISTAL 1. EXISTING UTILITY LOCATIONS ARE A NG NEW GAS LINE COMBINATION OF SURVEYED FIELD LOCATIONS, ss ss ss PROPOSED SEWER SERVICE OBSERVATIONS, AND EXISTING MAPPING. Erc PROPOSED ELECTRIC, TELEPHONE, CATV CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. w w EXISTING 6" WATERLINE AS MARKED ON PLAN 2. THIS PLAN ANTICIPATES ABANDONNING THE W `" EXISTING 12" WATERLINE AS MARKED ON PLAN EXISTING CAST IRON WATER MAIN /N SOUTH S s EXISTING SEWER ASPEN STREET. ALL EXISTING FIRE HYDRANTS g u g EXISTING GAS AND SERVICE TAPS FROM DURANT AVE. TO THE SOUTH END OF THE 6" LINE ARE TO BE E7c EXISTING ELECTRIC, TELEPHONE, CATV RE—CONNECTED TO THE EXISTING 12" D.I.P. - L e EXISTING UNDERGROUND ELECTRIC MAIN. CT EXISTING TELEPHONE, CAN NUM— I REVISION DATE BY GENERAL NOTES: * ALL WORK TO BE DONE IN STRICT COMPLIANCE WITH RESPECTIVE UTILITY COMPANY REQUIREMENTS. * SHALLOW UTILITIES SHOWN ON THE PLANS ARE SCHEMATIC IN NATURE. FINAL UTILI7Y ALIGNMENT TO BE BASED ON FIELD REQUIREMENTS. ELECTRICAL UTILITIES: * CONTRACTOR TO INSTALL (1) 410 CONDUIT; BED CONDUIT WITH J14" MINUS MATERIAL, 4" BELOW TO 4" ABOVE CONDUIT. * PULL CORD TO BE FURNISHED AND INSTALLED BY CONTRACTOR. CABLE TV UTILITIES: * CONTACT- COMCAST CABLE (970) 925-4311. * COMCAST CABLE WILL PROVIDE ANY REQUIRED VAULTS AND PEDESTALS. * COMCAST REQUESTS CONTRACTOR TO FURNISH J" DIAMETER, SCHEDULE 40 PVC CONDUIT. * CONTRACTOR TO INSTALL CONDUIT; BED CONDUIT WITH J/4" MINUS MATERIAL, 4" BELOW TO 4" ABOVE CONDUIT. * STUB CONDUIT ABOVE GROUND AT PEDESTAL LOCATIONS * PULL CORD TO BE FURNISHED AND INSTALLED BY CONTRACTOR. PHONE UTILITIES: * CONTACT- QWEST (970) 384-2308. * QWEST REQUESTS CONTRACTOR TO SUPPLY 4" SCHEDULE 40 PVC CONDUIT. * QWEST REQUESTS INSTALLATION OF SWEEPS TO HAVE A MINIMUM 9 FOOT RADIUS. * QWEST REQUESTS SWEEPS TO BE GLUED IN PLACE, EXTEND AT LEAST 12" ABOVE GROUND, AND TO BE PLACED CLOSELY TOGETHER TO FIT INSIDE A SINGLE PEDESTAL. GENERAL INS TALLA TION 1. PROVIDE CONDUIT SIZE AND TYPE PER LOCAL UTILITY PROVIDER. 2. PROVIDE CONDUIT STUB A MINIMUM OF 6" ABOVE FINAL GRADE AT L OCA TIONS DESIGNATED FOR PEDESTAL INSTALLATION AND CAP. J. DUCT TAPE EACH UTILITY CONDUIT GROUPING (I.E. TELEPHONE, CTV, ELEC.) TOGETHER ABOVE GRADE AND LABEL. 4. PROVIDE PULL STRING IN EACH CONDUIT. 5. TRANSITION CONDUIT FROM TYPICAL UTILITY TRENCH SPACING TO PROVIDE SEPARATION SHOWN ABOVE. WA TER SERVICE UTX /T/ES: I. WATER MAINS AND SERVICE LINES TO BE INSTALLED IN ACCORDANCE WITH THE MOST RECENT CITY OF ASPEN WATER DEPARTMENT STANDARDS. SEWER SERVICE UTILITIES.-_ 1. SEWEh SER CE TD HAVE 4- MINIMUM OF J14- SCREENED ROCK AS BEDDING MATERIAL. THE SAME MATERIAL SHOULD BE BROUGHT UP TO 6" ABOVE THE TOP OF THE PIPE. 2. SANITARY SEWER SERVICE PIPING SHALL BE 410 SDR 26 PVC SEWER PIPE AND FITTINGS. THE LONGEST AVAILABLE LENGTHS OF PIPE SHOULD BE USED AND JOINTS ASSEMBLED USING NON—PETROLEUM, NON—TOXIC LUBRICANT. GAS UTILITIES: * CONTACT.- FOR SERVICE LINE INSTALL CALL SOURCEGAS, 1-800-54J-0012. * UTILITY WILL INSTALL GAS PIPING. * OWNER PROVIDED TRENCH REQUIREMENTS — SOURCEGAS. 1. GAS LINE TRENCH SHALL BE EXCLUSIVE TO SOURCEGAS, AND SHALL BE LOCATED SO THAT GAS MAIN AND SERVICES ARE A MINIMUM OF 5 FEET FROM ALL ELECTRICAL LINES. 2. GAS MAIN SHALL HAVE A MINIMUM OF J6" OF APPROVED BACK—FILL OR COVER. J. WIDTH OF TRENCH SHALL NOT BE LESS THAN (10'� FOR 2" MAIN INSTALLATION AND (14') FOR 4" MAIN INSTALLATION. WHERE TIE—INS OR CROSSINGS ARE LOCATED BELL—HOLES SHALL BE PROVIDED, SIZE OF WHICH SHALL ALLOW ADEQUATE WORKING SPACE FOR MEN AND EQUIPMENT. 4. BEDDING MATERIAL SHALL BE ROCK FREE. BEDDING MATERIAL SHALL NOT CONSIST OF ANY FRACTURED ROCK TYPE MATERIAL. ALL BEDDING MATERIAL TO BE PRE—APPROVED BY SOURCEGAS REPRESENTATIVE. 5. WHEN ROCKY CONDITIONS ARE ENCOUNTERED THE TRENCH BOTTOM SHALL BE CLEAN AND THE GAS MAIN BEDDED A MINIMUM OF 6" BELOW AND 12" ABOVE WITH PRE—APPROVED BEDDING MATERIAL. 6. PIPELINE TO BE BEDDED AND BACK—FILLED THE SAME DAY AS INSTALLED. 7. CONTRACTOR/DEVELOPER RESPONSIBLE FOR COMPACTION REQUIREMENTS PER SPECIFICATIONS. 8. ALL SITE CLEANUP AND LANDSCAPING TO BE COMPLETE BY CONTRA C TOR/DEVEL OPER. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO DISPOSE OF EXCESS MATERIALS OR SPOILS. 10. PRIOR TO TRENCHING, A PRE—CONSTRUCTION MEETING WILL BE HELD WITH SOURCEGAS REPRESENTATIVE AND EXCAVATION SUPERVISOR AND/OR SUB—CONTRACTOR SUPERVISOR. So 7 th Aspen Street To Wn h oBER m es Utility Alignments Undated 4/11/12 TLB Sch em a tic utility Plar1 Job No. 2000-236.005 Drawn by: TLB 42 Date: 9/26/11 QC.• PE- JH Q/- 5-1 File: 2000 -236 -Utility -BM Ac. -Y7-1 en, Colora d o utility Plar1 Job No. 2000-236.005 Drawn by: TLB 42 Date: 9/26/11 QC.• PE- JH Q/- 5-1 File: 2000 -236 -Utility -BM orOW41:€: . r ,-'-00 BARS " Lc ^kms mwwv *WA ?akPYSe. ",d�" a 3 sr AV "tow rav AMER,t Att � � LM' . G is Ltr ' W W 10 - t w,. w wvs Aw S" 46 -tow, Y' Aw ne Mae AM "; M. 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M7 LCTAk AW ftftO7 & riX V & MJ y f L40= GY rO &' &M= X 15,x' >4: 7} SWZ fff MA r FIRE H Vt N7- ASSEIVBLY 161 TA'LL TION DETAIL ......_CITY OF ASPEN WATER DEPARTMENT 4 oat MS tr 0 2'. A%WAL A hs! -*'Ix Aye au.'SS S AGWOUt O'i' M<s.flG r OWS WrH Ur. :#1!N"T J* Sam T t iUM4T U'n rA#W I FWT COACRETE OWA T, L 0WOr WAX 7 : ABT€ ASP#WT OR rOACRET FAWWWY ILUVC *M 84M CO(MW stwootcr OR tater' -J' mow OWC AU FTS M 4oW ?A0.67 RA Mar AMMWrAW AC40, to fr' a I ar .p�... is' ASA A res✓ :SAV JOZ&rMn mZallowIff ftmsyl A" IV 4r, LOW rm i. �, .� ,�. nr am>_...> r - Ir 70 S xt t"IMMF 42 w} r W-0 #-w4 ° a4 s; Mw?' Wax C ` ' vw Sol ffebsr &oor few A * �S yqq y^y+µy py firomm 4't. RX T Hfi�f' iF M J �: ... VE F, IR US T L SCK SAL 5 0.9, sm 40 r.wS { v STS' GROUT kSt FAW attF *1y W7 ►0 W44 7.4If73A 01 1f , 4z*cX NOW 2' c"ON .,-._._ _ w � ' �' o "6' too ftn#w '* 21 Apr ap N. Ir�'7! t . ft" A 5 I im #WE Wo r WafWW j-:' ,CW 'n 7777 PLA xn 12 *oraw AM 1-"` CO�"1AS SftW" f{ j��'�`i j�j�,Aj} /g- � m >T f L_ L_ V f l t i / or f Y L 00VE AT AWr Wal! FUnT RV TW Sr;TEM R£CiWAEM OF DlESOV 0'01OW LOa1MA6 CW Ir N07' SWW Ch LA$+fOW66 CO BINA RON AIR VAL VE MANHOLE Q E - fA1L ALL WATER LINE EXTENSIONS � awif !WY ��Yt LEC, "new r TAP MR ONOWA-W goo { ALS,JAC NT A t 11 L I Y ES IN THE SA ME TRENCH --AsS�lA.t7 EL f A T16 WA Tf RL $'UL VER ., WaterD ( ## MLtd. 4 MUM '^ Ow. 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A%WAL A hs! -*'Ix Aye au.'SS S AGWOUt O'i' M<s.flG r OWS WrH Ur. :#1!N"T J* Sam T t iUM4T U'n rA#W I FWT COACRETE OWA T, L 0WOr WAX 7 : ABT€ ASP#WT OR rOACRET FAWWWY ILUVC *M 84M CO(MW stwootcr OR tater' -J' mow OWC AU FTS M 4oW ?A0.67 RA Mar AMMWrAW AC40, to fr' a I ar .p�... is' ASA A res✓ :SAV JOZ&rMn mZallowIff ftmsyl A" IV 4r, LOW rm i. �, .� ,�. nr am>_...> r - Ir 70 S xt t"IMMF 42 w} r W-0 #-w4 ° a4 s; Mw?' Wax C ` ' vw Sol ffebsr &oor few A * �S yqq y^y+µy py firomm 4't. RX T Hfi�f' iF M J �: ... VE F, IR US T L SCK SAL 5 0.9, sm 40 r.wS { v STS' GROUT kSt FAW attF *1y W7 ►0 W44 7.4If73A 01 1f , 4z*cX NOW 2' c"ON .,-._._ _ w � ' �' o "6' too ftn#w '* 21 Apr ap N. Ir�'7! t . ft" A 5 I im #WE Wo r WafWW j-:' ,CW 'n 7777 PLA xn 12 *oraw AM 1-"` CO�"1AS SftW" f{ j��'�`i j�j�,Aj} /g- � m >T f L_ L_ V f l t i / or f Y L 00VE AT AWr Wal! FUnT RV TW Sr;TEM R£CiWAEM OF DlESOV 0'01OW LOa1MA6 CW Ir N07' SWW Ch LA$+fOW66 CO BINA RON AIR VAL VE MANHOLE Q E - fA1L ALL WATER LINE EXTENSIONS � awif !WY ��Yt LEC, "new r TAP MR ONOWA-W goo { ALS,JAC NT A t 11 L I Y ES IN THE SA ME TRENCH --AsS�lA.t7 EL f A T16 WA Tf RL $'UL VER ., WaterD ( ## MLtd. 4 MUM '^ 1 a b 7948 Z 7943 7938 7933 7,928 ' • • • 7923 7918 • • • Juan/Garmisch Street Storm water Extension EXMH-7 to PRMH-7/E2 - 700 Year Design Storm -79481 . . -79431 =79381 • =79331 =79281 • =79181 7913 .................................. ............................. ............................. ..................................................................................... .... ... -7913 •:�ti�••• 7908 S��p / ° aoy� � -rt/ft -7908 SCALE.' 1.� _ 20' HORZ• 7 - 4 VERT. 7903...... -7903 .I •I- •.............................. .............................. I I I I .I.•I I 1+00 1+75 2+50 3+25 4+00 4+75 5+50 6+25 7+00 Node ID. - Rim (ft). - In vert ft):Invert (ft). - Min Pipe Cover (ft).' Max HGL (ft). - Max EGL (ft).- Length ft): Length (ft): Dia (in): Slope (ft/ft): Up Invert (ft). Dn Invert (ft): Max Q (cfs): Max Ve/ (ft/s).- Max Depth (ft)., Station (ft) PRMH-7/E2 PRMH-6 PR/9 PR/8 PR/7 PR/6 PR/5 PRM PR13 PR/2 PRMH3 PRMH2 PRMH1 EMH1 E7 7945.66 7945.37 7944.59 7944.75 7941.98 7941.98 7937.95 7933.36 7929.65 7927.61 7927.79 7923.54 7920.32 7916.77 7940.61 7940.05 7939.40 7937.25 7934.63 7932.01 7928.88 7925.75 7922.88 7920.21 7919.82 7916.32 7913.27 7910.08 7908.82 0.00 4.07 3.94 6.25 6.10 8.72 7.82 6.36 5.52 6.15 6.47 5.72 5.55 4.69 7940.88 7940.26 7939.72 793760 7934.95 793232 7929.19 7926.09 7923.19 7920.78 7920.14 7916.73 7913.67 7910.48 7909.18 7940.88 7941.07 7940.41 7939.98 7938.18 7935.81 7933.26 7930.10 7927.11 7923.63 7921.20 7920.75 7917.40 7914.35 7911.04 PRMH6 PRMH - PR/9- PRMH6 PR/8-PRI9 PRI-7-PR/8 PR/6-PR/7 PR/rPR/6 PR!¢PRI5 PR/3-PR/4 PR/2-PR/3 PRMH3 PR/2 PRMH2-PRMH3 PRMH1-PRMH2 EMH1-PRMH1 E7-EMH1 32 15 97 61 30 31 31 I 31 29 25 15.00 57 72 69 31 15.00 15.00 15.00 15.00 1500 15.00 1500 15.00 15.00 18.00 18.00 18.00 24.00 0.0175 0.0302 0.0221 0.0433 0.0868 0.1013 0.1016 0.0911 0.0920 0.0159 7920.21 7919.82 0.0619 0.0427 0.0466 0.0401 7940.61 7939.85 7939.40 793725 7934.63 7932.01 7928.88 7925.75 7922.88 7919.82 7916.32 7913.27 7910.08 7940.05 7939.40 793725 7934.63 7932.01 7928.88 7925.75 7922.88 7920.21 7916.32 7913.27 7910.08 7908.82 0.58 0.58 1.07 1.59 1.79 1.85 1.96 204 2.04 2.04 2.04 2.50 2 50 2.50 3.51 311 4.08 6.09 745 7.80 7.67 8 11 5.35 5.22 6.28 6.57 6.61 6.01 0.24 0.27 0.33 0.33 0.31 0.31 033 0.32 0.44 044 0.36 040 1 0.40 0.38 I 0 7948 7943 • • 7938 E 7933 7928 7923 7918 • • 7913 JuanlGarmisch Street Storm water Extension EXMH- I to PRMH-7/E2 - 10 Year Design Storm .71A =7938 =7933 =7928 • =79231 • =79181 • =79131 7908 • ................................................................•...........................................................................................•..............................•.....................S✓ 4 p _7908 4 2 � oee 004 SCALE.' 1 �. _ 20' HORZ, 7 4 VERT. 7903 . . . . . . _7903 1+00 1+75 2+50 3+25 4+00 4+75 5+50 6+25 7+00 Mode ID. Rim (ft). Invert (ft). Min Pipe Cover (f) Max HGL (ft). Max EGL (ft). Length (ft). Dia (in). Slope (Mft). Up Invert (f) Dn Invert (f) Max 0 (cfs), Max Vel (ft/s) Max Depth (ft). Station (ft) PRMH-7/E2 PRMH-6 PRI9 PRI8 PR17 PRIG PR15 PR14 PRI3 PRI2 PRMH3 PRMH2 PRMH1 EMH1 E7 7945.66 7945.37 7944.59 7944.75 7941.98 7941.98 7937.95 7933.36 7929.65 7927.61 7927.79 7923.54 7920.32 7916.77 7940.61 7940.05 7939.40 7937.25 7934.63 7932.01 7928.88 7925.75 7922.88 7920.21 7919.82 7916.32 7913.27 7910.08 7908.82 0.00 4.07 3.94 6.25 6.10 8.72 7.82 6.36 5.52 6.15 6.47 5.72 5.55 4.69 7940.81 7940.20 7939.63 7937.52 7934.88 7932.26 7929,14 7926.03 7923.13 j 7920.67 7920.09 7916.66 7913.60 7910.41 7909.12 7940.81 7940.96 7940.32 7939.82 7937.96 7935.59 7933.04 7929.91 7926.90 7923.51 7921.03 7920.58 7917.22 7914.17 7910.89 PRMH6-PRMH7 RI9--PRMH PRI8-PRI9 PRI-7-PRI8 PRI6--PRI7 PR1 -PRIG PRI¢PRI5 PRI3-PRI4 PRI2-PRI3 PRMH3-PRI2 PRMH2-PRMH3 PRMH1-PRMH2 EMH1-PRMH1 E7-EMH1 32 15 97 61 30 31 31 31 29 25 57 72 69 31 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 15.00 18.00 18.00 18.00 24.00 0.0175 0.0302 0.0221 0.0433 0.0868 0.1013 0.1016 0.0911 0.0920 0.0159 0.0619 0.0427 0.0466 0.0401 7940.61 7939.85 7939.40 7937.25 7934.63 7932.01 7928.88 7925.75 7922.88 7920.21 7919.82 7916.32 7913.27 7910.08 7940.05 7939.40 7937.25 7934.63 7932.01 7928.88 7925.75 7922.88 7920.21 7919.82 7916.32 7913.27 7910.08 7908.82 0.33 0.33 0.58 0.99 1.18 1.25 1.35 1.43 1,43 1.43 1.43 1.76 1.76 1.76 3.14 276 3.49 5.33 6.76 7.08 7.02 7.47 4.93 4.80 5.63 6.03 6.08 5.54 0.18 0.19 0.24 0.26 0.25 0.25 0.27 0.27 0.36 0.36 0.30 0.33 0.33 0.31 'y'v V°r SOUTH GARMISCH STREET STORM SEWER DESIGN TABLE ' PRMH-2, NEW MANHOLE STA.1 +69.30 I - 0/S 5.78'R ❑❑❑❑❑❑ ro v I ......... ........ ..... .... mRIM. ELEV. = 7923.54 Z N i INV. IN = 7916.52 W MANHOLE ID LENGTH Pipe Dia. (in) BEARING Lid Depth Grade m INV. OUT - 7916.32 .. ......_ p o O - FROM TO (ft) /Mtrl Type (/�) (/� ) STORM m EXMH 1 Solid 6.69 ... SEWER WATER PRI -7; NEW /NLET ° Q 24.,OM __ ... --------------------- 24"cM CROSSING PRMH 1 PRMH-1 Solid 7.05 STA.1+69.32 O�S O+ ...................................S41 ° 30'58.24"W..' _ 97 16 8.00'L M GO 0/S 3.36'L I - 1.98 18 24/RCP N? .: NV. IN ELEV. 4 PRMH 2 PRMH-2 Solid 7.22 o O o INV. OUT = 7934.63 S14° 59...13 52„W .... N CO - "� z - 0 5 00 M M, 65 99 : 24/RCP 14 34 52 0 � ?4 - W INLET PRMH-3 PRMH-3 Solid 7 97 ._ b Ut ._ �....___ _ - - _ PRI - 6; NE E 3 86 15/RCP S75° 00' 46.48"E 5.00' O " T �s ss S s: _:. PRl-5; NEW INLET o/S 18.00,E " r ..: PRI -2. PRI -2 ....... Grate 7.40 24 D 24 D 24"D 24 D: STA.0+12.06 GRATE ELEV. = 7941.98 W M/SCH 1 fQ ^° . o/S 18.00'L NV. N = 7932.21 29 02 15/RCP S6 05 52.116"W 8.50' p -_ { r.: U't'-�"."- W - -I - .-'� GRATE ELEV. = 7937.95 INV. OUT = 7932.01 ........ ...... .....: c Etc ;: :. , .. STREET n 2fo3 :i'' INV. IN = 7929.08 .. 6.77 PRI 3 PRI 3 NV. OUT = 7928.88 31.49; 15/RCP... 14° 23 09.00"W Grate u ._ ET. OR XlS STORM .... 7. 1; INLET �. o oo✓UAN STREET ALIGNMENT „ : - - 30.8: 15/RCP.. S5 23 32.47E 9.50` ofooALIGNMENT _ ......... LEAVE IN AS -15; ,.:. �, .. s�- GARMISCH STREET = .D _ , �''P RI -5 :PRI -5 . Grate 9.07' X GRATE 7917.20,I Ll w /o = 7914.45 '` PRI- 4, NEW INLET 30.9: 15/RCP S33° 30':.45.46"E `ro 8-- P - S A.0+30.82 �R1 3; NEW /NLET T PRI -6 PRI -6 Grate 9.97 PRMH-1; NEW MANHOLE PRMH-3; NEW MANHOLE o S 18.00'R - - 50 3 N 1485635.79,• E 2624741.30,• STA.0+92.22 srA.o+80.06 / 30.19. 15/RCP S610 20'36.15"E 8 00 E PRI -1; NEW SINGLE GRATE ELEV. = 7933.36 RIM ELEV. = 7920.32 0/S 6.10'R 0/S 18.00'R INV. IN = 7925.95 INV. IN = 7913.47 INLET AND STORM RIM. ELEV. = 7928.37 STORM GRATE ELEV. = 7929.65 INV. OUT = 7925.75 'PRI -7 PRI 7 Grate 7.35 INV. OUT = 7913.27 �/; BASIN�Q INV. IN = 7921.69 NV. N = 7923.08 60.55 15/RCP S75° 09' 11.00"E 4.M INV. IN = 7921.69 SEWER WATER INV. OUT = 7922.88 o STA.1+69.34 INV. OUT = 7920.88 CROSSING PRI -8 PRI 8 Grate 7.50 xiyox 0 S 14.43'L STA.0+85.18 PRl-10; NEW INLET GRATE ELEV. = 7923.27 O/S 4.85'L STA.0+76.06 97 48' 15/RCP S75° 09' 11.00"E 2.00 y INV. OUT = 7917.31 0/S 14.50'L PRI -9 PRI -9 Grate 5.19 GRATE ELEV. = 7929.36 INV. OUT 7921.39 12.19. 15/RCP S31° 08'28.91"E 2.00: o = i GENERAL NOTES. PRMH 6 ;PRMH 6Solid 5.52 0 28 05 15/180 SDR -26 S14° 50' 49.00"W 2 00 GRAPHIC SCALE 1. BASE MAPPING FROM THE NORTH SIDE OF DUR4NT AVENUE TO THE SOUTH LIMITS OF THE DRAWING AND FROM THE WEST PRMH-7 Grate 5.05. N SIDE OF GARMISCH STREET TO THE EAST OF SOUTH ASPEN STREET/WEST OF MONARCH STREET WAS PROVIDED BY SOPRIS FI 30 0 15 30 so 120 LEGEND ENGINEERING. EXISTING STORM DRAIN DATA IN THE DURANT AVENUE CORRIDOR, EAST AND WEST OF SOUTH ASPEN STREET WAS PRI8 Grate 7.50 OBTAINED FROM THE CITY OF ASPEN'S GIS MAPPING. 12 05 15/RCP S33° 53' 05.02"E 9 00 OS EX/ST/NG STORM SEWER MANHOLE PRMH-4 PRMH-4Solid 7.17 o ( IN FEET) STORM SEWER NOTES. STORM SEWER ON GRADE INLET - 38.03: 15/180 SDR -26 SO° 15'45.58"E 9.00.. i inch = 30 ft. ® NEW OR EXISTING PER PLAN PRMH-5 Grate 10.84 PROPOSED STORM SEWER 1. ALL PIPING SHALL BE REINFORCED CONCRETE PIPE WITH WALL 'B" THICKNESS 9 MANHOLE - SOL /D L/D PRMH-3 Solid 7.97 N 2. AT ALL STORMWATER/POTTABLE WATER CROSSINGS 180 SDR -26 PIPE SHALL BE USED IN THE STORM SEWER SYSTEM. PROPOSED STORM SEWER 27 4 15/180 SDR -26 S52° 33' 30 32"W 5 00 LENGTHS ARE SHOWN IN THE TABLE. - o MANHOLE -GRATE LID PRI -10 Grate 7.97 N 15"DR PROPOSED 15" STORM SEWER LINE 3. ALL MANHOLES SHALL BE 4'0 PRECAST CONCRETE, HAVE AN ECCENTRIC CONE AND COMPLY WITH THE NOTES ON THE PRMH 2 Solid 7.22 STORM SEWER DETAIL SHEET........................................... 18"DR PROPOSED 18" STORM SEWER LINE 15.78: 15/180 SDR -26 N750 00'46.48"W., 5.001. 3 PRI-11Grate N 4. ALL DRAIN INLETS SHOWN IN THE SWALE ALIGNMENT SHALL BE THE TYPE 4 CATCH BASIN AS SHOWN ON THE DRAINAGE . - -w24"D PROPOSED 24 " STORM SEWER LINE DETAIL SHEET. a N 24"DR EX/ST/NG 24" STORM SEWER L/NE 5. ALL DRAIN INLETS SHOWN /N GUTTER PANS SHALL BE TYPE 1 DRAIN INLET AS SHOWN ON THE DRAINAGE DETAIL SHEET. 0 i # Revision Date By Job No. 2000-236.007 M South Aspen & Juan/ South Aspen Street To nhomes 2 Responses to COA Engineering Comments dtd 6/6/14 7/18/14 TLB/DW Drawn by: TLB D3 0 0 GM p w Ga rm isch St. Stormwater Date: 04/25/14 118 West Sixth Street, Suite 200 ASt�efl, Colorado Glenwood Springs, CO 81601 �`" QC: TLB PE: JH 970.945.1004 www.sgm-inc.com Extensions 2 -Way File: 09-Garmisch-la u n-Stormwater-Extension 5 c F 1 U i 0 C c C c c C u C, c c c c C cc c OfSB9A E1 NOTES. - I. BASE MAPPING IS A COMPILA TION OF SURVEY DATA FROM SOPRIS ENGINEERING, THE CITY OF ASPEN's (COA) GIS MAPPING AND DIGITIZED INFORMATION FROM THE COA's MASTER DRAINAGE PLAN. 2. THE PURPOSE OF THIS MAPPING IS TO SHOW THE GENERAL L OCA TION OF THE PROJECT IN RELATIONSHIP TO THE CITY OF ASPEN, COLORADO, AS WELL AS DRAINAGE BASINS CONTRIBUTING TO THE SOUTH ASPEN AND JUAN/GARMISCH STREET'S STORMWA TER DRAINAGE INFRASTRUCTURE. 3. THIS MAPPING IS NOT INTENDED FOR CONSTRUCTION OR SURVEY APPLICATIONS. nd Pre -Development Drainage Basins South Aspen Street Townhomes p 1 Responses Aspen, Colorado p 2 Responses Longest Flow Path (ft) Avg. slope TC (min.) C5 CIO C 100 010 (cfs) Q 100 (cfs) 737.74 0.36 13.16 0.16 0.26 0.51 0.80 2.22 o COA 614.08 0.55 10.69 0.16 0.26 0.51 1.31 3.62 PE: JH 654.34 0.56 10.83 0.16 0.26 0.51 1.65 4.56 127.01 0.45 5.45 0.16 0.26 0.51 0.11 0.29 1837.34 0.45 16.60 0.19 0.29 0.52 3.60 9.08 1988.30 0.43 17.40 0.23 0.31 0.55 7.05 17.61 578.00 0.13 6.10 0.49 0.53 0.62 1.08 1.78 432.50 0.43 5.01 0.24 0.33 0.55 2.03 4.77 399.61 0.11 12.22 0.09 0.17 0.37 0.25 0.78 375.32 0.11 12.09 0.09 0.17 0.37 0.48 1.48 130.22 0.08 10.37 0.09 0.17 0.37 0.30 0.92 161.76 0.08 10.90 0.09 0.17 0.37 0.23 0.72 OFFSB9E Of -f E2 E7 OFFSB9C - E3 - ONSB9A E6 OfSB9D E4 OFFSB9G E8 OffSB9H ONSB9B E5 ONSB9D ONSB9C E9 SWUM ROUTING SCHEMA TICS ONSB9F � et Suite 200 co 81601 vw.sgm-inc.com South Aspen Street Townhomes p 1 Responses Aspen, Colorado p 2 Responses # Revision Date By Post Development Drainage nage v Basin Delineation Job No. 2000-236.007 D1 Drawn by: TLB Date: 12/24/13 o COA En ineerin Comments; 2/7/14 2 7 14 TLB g g/ / o COA Engineering .Comments; 6/6/14 7/18/14 TLB Qc: XXX PE: JH Flee: Pre-Devloped-Basins-BM