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HomeMy WebLinkAbout832-050TM STONE ROCK DROP HOLTON POND TOP OF STONES 7924.5 EXTEND LINER 1 ?MIN. BOTTOM OF STONES:7M.5 Chapel OPU HOLTON POND )P STEPPING W 18'-30 FLAT TC STONE ROCK DROP TOP OF STONES 7926.0 6 LOWER FOREBAY bN BOTTOM OF STONES:7923.0 nki \NSTAUL NORTH AMERICAN E SEEDHMDESIrN GREEN P-550 EROSION FOR LANDSCAPING AROUND TH CONTROL FABRIC PE FES-2 MANUFACTURERS Drive IT 9:7926 RECOMMENDATIONS. COVE UPPER FOREBAY WITH 2* TOPSOIL & SEED. �ATTEMPTTOWORK ENGINEER SHALL BE STCPP � CONSULTED PRIOR TO REMOVE BUSHES z A 0.79 WITHIN THE FABRIC. WATER. 111Mw NSULATEATTHEWATE� ENERGY DISSIPATER L" Mrn FES-2 120 BOTTOM WITH 3:1 SIDE SLOPES 5g; TXRET15 GIN,PHASE?) 61i6-4i. (SEE SAWCUT & P. PAVEMENT AND DISPOSE bF U) 0 12 40.0 LF C4 EXiSTING CULVERT WCPP WATER CROSSING NOTE: TOP Of PI 79'51-.02 DEFLEC - SEE OHM DESIGN INSULkrE U DER 11:7954.50 (S. FOR VEGETATION El 10:7954,W (N PLACE 18'-30* AND LANUbL;AFINU BOULDERS WITHIN i" in 0 STEEPER SIDE SLOPES qB jr WATE�R CROSSING Aspen y INSULATE OVER THE Hospital STORMM PIPE. INSTALL TEMPORAJ INLETS AND FLARED END fl; (S.4vj NYLOP[AST­2 7M IQ7W-W 77 10 7962.14 WYE&45'BEND-D 10:7950.3Y (NAM 7970 10:7959.12 (N, BOTTOM PfPE:79S95�t TEE (8x24) Rim W c c 0: CL EX SHALLOW UTIUTIES (DEPTH & LOCATION TO BE 7W �VERIFIED PRIOR TO PIPE BEN 540) EX SURFAC M19bu IS 7920 ELEV. ELEV. 11:795914? 1M C4 0 ,": 11:7962 151 '796114 K CL BE CR 8 NO 21a INLET-Cl INSULATE UNDER I *1ESTORMPIPE 40 0 LF IMPP" 7+00 8+00 9+00 10+00 11+00 12+00 13+00 HIM 7968.4107P F4nx79&40( Top-of P4W7966Mi INSULATE UNDER I:79M76! WATER FEATURE 0 r CL - 7' EX WATER MAIN ':G DEPARTMEM U) 0 00 EX 40.0 LF INVLOPLAST-S ENERGY DISSIPATER TOP PPE-7951.1:i MCPP INSULATE 6WERTHE STORM PIPE j1:7M.9 PR. SURFACE CR 20.0 24CPP Storm Sewer Profile 0 RULTH TING E- '~°°^1"-,, Vert: 1 NU '` 11­1 9,9 ,7990 8'GATE VALVE, 90* BEND �T�b7)��T� ��8T� `^�`���'��, ^~`'^^�/,, / \/ \ / ' / / \ \\ ` ~ \` 8- TEE & VERTICAL RISE / A° '/ \ ( IN F[ET ) ```y°`~;//'/'/// ������� iio"h=50 M. m°^�«^ |aF9eo�aonaddandunm&7t�e subdivision // / } \ i � /' / �```` /� '/»» `"�p/** \ // / ' / � � / / \ �� � ~`�` "�-~'' Improvements plan. The Gooloacbr shall follow the ` CAGE �/ ( �' / �,// / �� ' | -� '' /' `.,` `\,`,, �n�bd���xnprocedures and requirements ' ` ' \ ' plans unless otkamwi �b�/ Plan. oeu�nNmoa �U, FILE INFO: PROJECT NO. PROJECT NAME: Meadowood Sub. FILE NAME* Lower Storm Key Map 90• & 22 -1/2• BEND 1 - 8" GATE VALVE WITH /+ ,- A VALVE BOX Pond Outflow Control �P N.T.S. \1 ISOMETRIC VIEW "" 24" CPP FES W/ TRASH GUARD 1 . INV.-7984.0 N -' EROSION CONTROL LOG 6 SIDE SLOPE r 4W �• 4 PLAN VIEW SHOWING ANCHOR BOLT LAYOUT ­ q 18 y2"" X 4 1 /2 "181/2 8. 12"CTRS 3731111V CIRS. BOLT CTRS. L PIPE LD. 16' 4 PLAN VIEW SHOWING ANCHOR BOLT LAYOUT 12" C4 T TRSS LONGITUDINAL CROSS SECTION - 41" - 14 AT 12 INLET � ; ' GRATES FLOW LINE 30" CPP OF INLET & CONDUIT ­ q 18 y2"" X 4 1 /2 "181/2 8. 12"CTRS ^� 14 (TYPICAL) BAR. PIPE LD. 16' 3 •4 to L 12" C4 T TRSS LONGITUDINAL CROSS SECTION - 41" - 14 AT 12 INLET � ; ' GRATES FLOW LINE 30" CPP OF INLET & CONDUIT FILE INFO• PROJECT NO. " 07039 PROJECT NAME: Meadowood Sub. SD-2 36" CPP • LID 1/8 TO 1/4 A. " USE A 4 OVERLAP WHEREVER TWO CHECK SLOTS SHOULD BE MADE EVERY 18. INSERT A__._:; RECOMMENDED 8" THICK 7 At �oee um, Insulation must he used when crossing water or sewn mains BELOW FINISH GR WIDTHS OF BLANKET ARE APPLIED USE A 6' OVERLAP WHEREVER? ONE 4 FOLD OF THE BLANKET INTO A TRENCH 6' MADE BY 6' I'" 6' -0" - -� NOTE: A WORD 'STORM �- -'- > - 5 0" m O SIDE BY SIDE. STAPLE PATTERN: O ROLL OF BLANKET ENDS AND DEEP AND TAMP FIRMLY. LAY THE BLANKET SMOOTHLY ON ON COVER ' FINISH GRADE COVER 5'x6 4000 PSI CONCRETE " 1. TO BE INSTALLED PER 3 REINFORCED CONCRETE SLAB WITH FIBER MESH B. Total Insulation width, Including vertical legs: MINIMUM 3 PER SQUARE YARD. ANOTHER BEGINS. THE SURFACE OF THE SOIL DO NOT STRETCH THE i W=3D +2[F (X +D+0.5)] where 0/ BLANKET, AND DO NOT ALLOW WRINKLES. INSTALL STAPLE THE MANUFACTURERS X T �- RADE RINGS (MIN.) WITH 6" o 0 o e o REINFORCEMENT ,,. 20' ON CENTER IN TRENCH. D- Outelde Pipe Diameter 1.25' (12 DETAILS. a O _ p eg ° WALL j (12') '� 2 -4 "0 PVC FOR FUTURE j Q 2.33' (24 2. , AIO ❑n❑ 4 2. INSTALL 3" BLUEBOARD co i 3.00' (30 nnnn a INSULATION VERTICALL - ONDUITS AND PUMP PIPING ( QL> ((36'7 ::•... " s ( INSTALLS' STUB OUTSIDE OF NOTE: 3.50' • • • n ry 0000no BETWEEN THE CATCH ( THIS STRUCTURE IS SHOWN TO BE • • • • • •. • • „af; ' Tw = nonoanon❑ ) CONSTRUCTED WITHOUT A CONCRETE F =Frost Depth Required = 7.0' Water, o BASIN AND ANY 24 THE ROAD AND CAP Q ..,� ♦ • .. • • .. s r .h rtrn," I $6 nseann❑ o 013113 105 6.5' Sewer • •�•,•• , ;.,• a,„ �*'� A DJACENT WATER OR SLAB PER THE DIRECTIVES OF THE Z X =Earthen Backflll Cover �•„ io ❑no 001300 v " CAST IRON OR ALUM. MANHOLE Q p s SEWER MAIN WITHIN . o �'` 13 001300 nao * M o TEPS, 'S N t , ws ❑ooa 6 -FEET. POSITION OVER SHELF IN MEADOW000 HOA AND IT z " ` ' • i ?,'' t y 3 nnn 0 1 VERTICAL LINE AT 15 o.c. MAX. ( Q • REPRESENTATIVES. THIS STRUCTURE IS If X 2 W=10'-Y: W=10'-Y: H =2' -2" Tw =6' -0' If X 2 W 12' -0': H =3' -10" Tw =4' -3' • $ '. t, �'' �PRO�TE F `t o 4 Q NOT LOAD RATED WITHOUT THE SLAB 4 6' x 6' " ° ` ECCENTRIC CONE 8' -3 ": H =2' -2" 4' -0' If X =3, W=10' -0': H =3' -0" Tw =4' -o' SILT FABRIC fi, 1 k. 8 THICK, 6x6 VAULT SHALL BE INSTALLED. FAILURE TO INSTALL THE cc If X =3, W = It X =4, W =6' -3 H =1 -2' Tw =2' -0' If X =4, W= 9' -0 ": H =2' -6' Tw =4' -Ow ANCHORED IN TRH - 4000 PSI_ WATERPRODF FLEXIBLE PLASTIC SEALING ` "' Q SLAB MAY RESULT DAMAGE TO THE If X =5, W=4' -3 : H =t' -2" Tw =2' -0' If X =5, W=9' -0 ": H =2' -6" Tw -4' -0 BURY UPSLOPE END OF BLANKET IN TRENCH CONCRETE SLAB 0 0 0 0 0 STRUCTURE AND ANY VEHICLES WHICH O SLOPE FLOW PER PLAN * WITH FIBER MESH COMPOUND (RAM -NEK) AT MAY DRIVE OVER IT. A TRENCH 6 DEEP BY 6 WIDE r ALL JOINTS 24X6 , W =11 , -4 , -2' Tw =5 FL 36 "e Ptne a ' N =� '' REINFORCEMENT , W ': H =3 ' -0' If X =2, W =12' -6': H =4' -3" Tw =4' -0" ... O ;T r z If X =3, W=9' -4 " H =3' -2' Tw =3' -0' If X =3, W=10' -6 ": H =3' -3" Tw=4 DITCH ' -0' O W • . ' . . U If X =2 If X =4, W =T -4 ": H =2' -2" Tw =3' -0' If X =4, W=10' -6 ": H =3' -3' Tw=4' -0' • :.•�.�.•: �>• , ,�5>< �,; s�` " -,-,. OF .._ _. -__ -. .._._- _.. 5' -4': H =2' -2" Tw =3' -0' If X =5, W =10' -6 ": H =3' -3" Tw=4' -0' 6" �•�" ` ' 2�' DUCTILE IRON FRAME A If X =5, W = (n m .::�•:'•. _ • i } " SOLID LID H -25 RATED � 30 "0 PVC AND H- 25 RATED) 3' MIN. ..... .. r 8 W CONCRETE SLAB w o ASPHALT ROAD C. Insulation thickness Is related to the Freezing Index (F- Da)s). The Freezing , .•� •, _ . • ,* 2x1��Y,d:. S*£` - ^ / I yyJJ Index for Aspen, Colorado = 1694 7-Days at a 100yr return period. Per Dow ` �: • : ' �•� • , �'y . + � .� ASPHALT ROAD y m -X F Chemical Company, 2S" of Styrofoam (Blueboard) High Load -40 Insulation Is ,y ;;za • • ?-;�i it > . Q : < y '� /! , ` "�� Q required. v J, ..4 r, -., > Z . FABRIC7t � D. In the event that the excavated trench width I DIRECTION Teeter than the minimum PLACE BLANK PARALLEL TO THE �/ • • • OF FLOW 9 T • . .. RE 'u ..�i*?_�.vf '"� ..w r f far' '..���','..N.. r {;� ,* r ,"' T ANCNORB) IN TRENCH PLACE BLANKET P ICTION FLO . _�� t c� c� NOTE shown, the Styrofoam width shall extended to match the trench width. AND ANCHOR SECURELY. BRING BLANKET TO A LEVEL W 00 ;` �,,,� F r z 2 3: o O I TRENCH WIDTH I y F NOT JOIN STRIPS IN THE CENTER OF THE DITCH. USE �- z t1 w AREA BEFORE TERMINATING THE INSTALIAiION. r r. � x x Z UJ C3 (Iw) CHECK SLOTS AS REQUIRED. ° . 3 2 1. TO BE INSTALLED PER VARIES - x " Z v a ° o CONCRETE MORTAR ~ DETAILS. LIMIT OF SLOPING ...° E x m �¢ THE MANUFACTURER'S O Soil Retention Blanket Installation h, z �+ OR BENCHING OF a RECAST CONCRETE BASE �Yx * ° TRENCH WALLS „ * ? SNOUT AND c i u ✓ ° 2. INSTALL 3' 00 ° N.TS. ALL MATERIALS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS s' NOTE: r t- P �.^.; M 2.5" STYROFOAM o o WATERTIGHT VAULT MAY SE CORED IN ¢ 0 ei � ,i w o OIL SKIRT �'�'�" �' �' • m � BLUEBOARD -� O ° ° wrsox so AiWAOX 90 m w Water Feature Vault T _ m INSULATION ° o HIGH LOAD -40 To EACH onmc To rat acme ADAPTERS ¢ -� THE FUTURE FOR PUMP 'w a VERTICALLY BETWEEN iii INSULATION ON AtPaox y ao FOR ADS 30 N.T.S. CORDS AND PIPING. n > ¢ THE CATCH BASIN N L' UJ 4 " ° ° °. ° TRENCH SIDEWALLS to eAal oOleR LOG FLOW N -12 -WT �, : 1 > a AND ANY ADJACENT 11 O AND OVER THE 1 - WATER OR SEWER BEDDING MATERIAL ,' D CLASS 6 AGGREGATE ENTRENCH 3' " GUTTER OR EDGE OF EXISTING r ? t N V o0 BASE COURSE SAWCUT LINE 78 MIN FRONT EDGE OF CURB AND 4 r v MAIN WITHIN 6 -FEET. o rl W INSULATION OVER THE PIPE x o r ASPHALT " N *S ] WATER TIGHT d N NOTE "ASPHALT 4 ,4j?s M ADAPTORS 3 O LOCATE EROSION LOGS IN NATURAL GROUND S I TRENCH WIDTH I AT THE OUTSIDE EDGE OF CONCREIE ASPKALT AS L 24 >� 6 2 13 c ,60 (• V / ( ' / APRON IF APRON IS TO BE USED. 24" -30" 6" CLASS 6 ABC � +� - a W 12 NEW OMPACTED TO 95% a 2 LIMIT OF SLOPING / J EXISTING Q ✓ c m y w o �. / i r BASE MIN. BASE STANDARD PROCTOR v+ v nsyu< - s a OR BENCHING OF / �- nn tV SECTION B-13 TRENCH WALLS / B B / I ! �� �('�- CLASS 6 ABC O OO CLASS 6 ABC COMPACTED �� w in 3 of " / / / // // 6" �� 6" MIN. J COMPACTED IN 12" g^ IN 12" LIFTS TO 95% E - M x 2.5 STYROFOAM / / / �� �� �� �� �� �� �� �� \ STANDARD PROCTOR d ° INSULATION LOAD-40 LATION ON / B / / / // / B STANDARD PROCTOR / ° ISU / / / � TRENCH SID EWLLS c = / / SAWCUT LINE d AND BEDDING MATERIAL Nyloplast 2 Road and Highway Structure D CLASS 6 AGGREGATE / n Castle Creek Sawcut PLAN VIEW BASE COURSE l ' �/ i f lr l l j �/ ll �r�l EROSION LOG ,/ / /! Nyloplast �� Drain Basin NTS. NSS. INSULATION UNDER THE PIPE �� / �/ WOOD �` / �/ STAKE N.TS. Pipe Insulation Temp. Er Logs / / 1 / /� /� // , !� ��` // / f EROSION LOG FOR NYLOPLAST STRUCTURES B,C, & D 0 AROUND FES -- N.T.S. Has. AROUN INLET 1 D C4 Lo LIMITS OF THE NAG -P550 EROSION CONTROL FABRIC 3 " - ►) SLOT C " V N Ld 1 O . t _ - _. ' �.�gfi- ,�..nM��Nr- 8" GATE VALVE WITH 11/ • < 3 " Gr CL TOP OF DAM - A VALVE BOX AND /4 CL O ELEV.= 7990'1 , �� f'' r 24" CPP FES W/ KEY INSTALLED GRATE 2 & T 3 /8 R 3" 11 /16 " x t' f�C n" Q TRASH GUARD INV. =7984.0 SLATTED HOLE BROAD CRESTED WEIR y EXISTING 3:1 SIDE 3" X 1 /4 ° " M ELEV.-7987.0' %!`i ��i %,� GROUND ' SLOPE TOP OF BERM FLAT 3/16 � ' � ELEV. =7986.0 � � WASHER - - - - - - �� / SLOPE E SLOT DETAIL DAILY RASE= 7985.0 „ � �� � / �'„ � �� _ _ < � �� EXCAVATE A SUMP - S "4 SCH. INLET 15 /t6'CLR 0 40 PVC- j �� �iA�V� ������ � � "'i i�� SO ' AREA AROUND THE ��i� ii �ij " 5 INV. 7884.0' y\ �. �` �i �� ��,A tF 8 SCH PV �;���� �� �.�, /8 X 8' �� ��� .�� �� �i� % , /�, /:� /� /���A /�✓ �G ,'��i >:i BOLT TV4 3 X 24 �> ALTERNATE SLOT AND �` CPP �> i r �� HOLD DOWN PLATE DETAIL 8 "� PVC TEE. RISER 3' CV A- AND REMOVABLE LID 90' & 22-1/2 � ` �,; >ij% MEET WALL O 4'(L)x3'(W)x3' IS CAGE WITH 2 "0 AIR SECTION VIEW 8 "X24" TEE to BARS WITH A HINGED TOP, RE 7985.0' INV. =7982.86 GRATE INSTALLATION DETAIL GALVANIZED AND WRAPPED .O d. WITH GALVANIZED WIRE MESH (2" MAX. SPACING) GENERAL NOTES INSTALL AT THE EAST END OF THE D O !9 DAM SO THAT OVERFLOW WATERS 1. CONCRETE SHALL BE CLASS B. MAY BE O FLOW ACROSS NATIVE SOIL AND 31/ x 1/ CAST -IN -PLACE OR PRECAST. 4) LINE W/ NAG -P550 NOT DOWN THE DAM BANKS. FIAT 2. SEE PLANS FOR SIZE AND LOCATION OF > O EROSION FABRIC AND 36' 3' x 1/ 8' SCH. 40 PVC FLAT CL D I - CULVERTS. R NATIVE GRASSES 8 0 PVC TEE, RISER AND 3. STRUCTURAL STEEL FOR GRATES AND GRATE i y REMOVABLE LID WITH 2 "0 AIR SERVICE FLOW PIPE S4 x 77 - 4O1/ S4 x 7.7 INSTALLATION HARDWARE SHALL BE GALVANIZED E f� INV. 7984.0 -' +t O RELEASE HOLE / BEAMS (_ /4) AND SHALL BE IN ACCORDANCE WITH 712.06. INV =7985.0 /r - 1 / 2 % x 1/ 4' k 4 j 3 /4 4. STANDARD INLET GRATES SHALL BE USED. 4 �- y" 0 ., 18' / / FIAT v O D 12 /Q`I CENTERl1NE OF SEAL 5. STEPS SHALL BE PROVIDED AND SHALL BE IN C V � . GRATE PARALLEL BOTH SIDES � ACCORDANCE WITH AASHTO M 199. NTRAIL k T 1 y /1 -' BROAD CRESTED 87. y /�� /// _ -_ wo TOP OF DAM OF ROADWAY NE y -3/16 6. REINFORCING BARS SHALL BE EPDXY COATED, <? N O d V W r -r I ti / $ ¢ 2 ELEV =7990'1 1 ' AND DEFORMED, AND SHALL HAVE A 2 MINIMUM O O /16 CL y . r / SO 1 > 3 F 3" x /4 CLEARANCE. - FIAT - .h3 /�s (t /af SECTION D -D (� FAC�ATE 41�,s CD Type -D Inlet, Level Grate a ( OPEN x� +_ GALVANIZING) M 4 KEY FABRIC INTO- - - - -+I N.TS. t v +- a / 8 ,_ EIVE y �� �� �/ ' THE SOIL, G DEPART�dE ALL 5/ 1 _k t 26 8 " ( ±/4� / }- EDGES OCT 0 9 2010 'a 3 " � fig{ tt oN S STANDARD INLET GRATE A6PEN J 6:1 SIDE SLOPE - EAST , oN � t } j� r`�� r� � ' > 8 "O SCH.40 PVC BUILDL�J} OUTFLOW PIPE ® 1% MIN. 11= 7985.0 3 O F 47' TOP_lO.. t•Fi0' 4« - -.� ­ q TRANSVERSE CROSS SECTION FILE INFO• PROJECT NO. " 07039 PROJECT NAME: Meadowood Sub. SD-2 36" CPP • LID 1/8 TO 1/4 A. " USE A 4 OVERLAP WHEREVER TWO CHECK SLOTS SHOULD BE MADE EVERY 18. INSERT A__._:; RECOMMENDED 8" THICK 7 At �oee um, Insulation must he used when crossing water or sewn mains BELOW FINISH GR WIDTHS OF BLANKET ARE APPLIED USE A 6' OVERLAP WHEREVER? ONE 4 FOLD OF THE BLANKET INTO A TRENCH 6' MADE BY 6' I'" 6' -0" - -� NOTE: A WORD 'STORM �- -'- > - 5 0" m O SIDE BY SIDE. STAPLE PATTERN: O ROLL OF BLANKET ENDS AND DEEP AND TAMP FIRMLY. LAY THE BLANKET SMOOTHLY ON ON COVER ' FINISH GRADE COVER 5'x6 4000 PSI CONCRETE " 1. TO BE INSTALLED PER 3 REINFORCED CONCRETE SLAB WITH FIBER MESH B. Total Insulation width, Including vertical legs: MINIMUM 3 PER SQUARE YARD. ANOTHER BEGINS. THE SURFACE OF THE SOIL DO NOT STRETCH THE i W=3D +2[F (X +D+0.5)] where 0/ BLANKET, AND DO NOT ALLOW WRINKLES. INSTALL STAPLE THE MANUFACTURERS X T �- RADE RINGS (MIN.) WITH 6" o 0 o e o REINFORCEMENT ,,. 20' ON CENTER IN TRENCH. D- Outelde Pipe Diameter 1.25' (12 DETAILS. a O _ p eg ° WALL j (12') '� 2 -4 "0 PVC FOR FUTURE j Q 2.33' (24 2. , AIO ❑n❑ 4 2. INSTALL 3" BLUEBOARD co i 3.00' (30 nnnn a INSULATION VERTICALL - ONDUITS AND PUMP PIPING ( QL> ((36'7 ::•... " s ( INSTALLS' STUB OUTSIDE OF NOTE: 3.50' • • • n ry 0000no BETWEEN THE CATCH ( THIS STRUCTURE IS SHOWN TO BE • • • • • •. • • „af; ' Tw = nonoanon❑ ) CONSTRUCTED WITHOUT A CONCRETE F =Frost Depth Required = 7.0' Water, o BASIN AND ANY 24 THE ROAD AND CAP Q ..,� ♦ • .. • • .. s r .h rtrn," I $6 nseann❑ o 013113 105 6.5' Sewer • •�•,•• , ;.,• a,„ �*'� A DJACENT WATER OR SLAB PER THE DIRECTIVES OF THE Z X =Earthen Backflll Cover �•„ io ❑no 001300 v " CAST IRON OR ALUM. MANHOLE Q p s SEWER MAIN WITHIN . o �'` 13 001300 nao * M o TEPS, 'S N t , ws ❑ooa 6 -FEET. POSITION OVER SHELF IN MEADOW000 HOA AND IT z " ` ' • i ?,'' t y 3 nnn 0 1 VERTICAL LINE AT 15 o.c. MAX. ( Q • REPRESENTATIVES. THIS STRUCTURE IS If X 2 W=10'-Y: W=10'-Y: H =2' -2" Tw =6' -0' If X 2 W 12' -0': H =3' -10" Tw =4' -3' • $ '. t, �'' �PRO�TE F `t o 4 Q NOT LOAD RATED WITHOUT THE SLAB 4 6' x 6' " ° ` ECCENTRIC CONE 8' -3 ": H =2' -2" 4' -0' If X =3, W=10' -0': H =3' -0" Tw =4' -o' SILT FABRIC fi, 1 k. 8 THICK, 6x6 VAULT SHALL BE INSTALLED. FAILURE TO INSTALL THE cc If X =3, W = It X =4, W =6' -3 H =1 -2' Tw =2' -0' If X =4, W= 9' -0 ": H =2' -6' Tw =4' -Ow ANCHORED IN TRH - 4000 PSI_ WATERPRODF FLEXIBLE PLASTIC SEALING ` "' Q SLAB MAY RESULT DAMAGE TO THE If X =5, W=4' -3 : H =t' -2" Tw =2' -0' If X =5, W=9' -0 ": H =2' -6" Tw -4' -0 BURY UPSLOPE END OF BLANKET IN TRENCH CONCRETE SLAB 0 0 0 0 0 STRUCTURE AND ANY VEHICLES WHICH O SLOPE FLOW PER PLAN * WITH FIBER MESH COMPOUND (RAM -NEK) AT MAY DRIVE OVER IT. A TRENCH 6 DEEP BY 6 WIDE r ALL JOINTS 24X6 , W =11 , -4 , -2' Tw =5 FL 36 "e Ptne a ' N =� '' REINFORCEMENT , W ': H =3 ' -0' If X =2, W =12' -6': H =4' -3" Tw =4' -0" ... O ;T r z If X =3, W=9' -4 " H =3' -2' Tw =3' -0' If X =3, W=10' -6 ": H =3' -3" Tw=4 DITCH ' -0' O W • . ' . . U If X =2 If X =4, W =T -4 ": H =2' -2" Tw =3' -0' If X =4, W=10' -6 ": H =3' -3' Tw=4' -0' • :.•�.�.•: �>• , ,�5>< �,; s�` " -,-,. OF .._ _. -__ -. .._._- _.. 5' -4': H =2' -2" Tw =3' -0' If X =5, W =10' -6 ": H =3' -3" Tw=4' -0' 6" �•�" ` ' 2�' DUCTILE IRON FRAME A If X =5, W = (n m .::�•:'•. _ • i } " SOLID LID H -25 RATED � 30 "0 PVC AND H- 25 RATED) 3' MIN. ..... .. r 8 W CONCRETE SLAB w o ASPHALT ROAD C. Insulation thickness Is related to the Freezing Index (F- Da)s). The Freezing , .•� •, _ . • ,* 2x1��Y,d:. S*£` - ^ / I yyJJ Index for Aspen, Colorado = 1694 7-Days at a 100yr return period. Per Dow ` �: • : ' �•� • , �'y . + � .� ASPHALT ROAD y m -X F Chemical Company, 2S" of Styrofoam (Blueboard) High Load -40 Insulation Is ,y ;;za • • ?-;�i it > . Q : < y '� /! , ` "�� Q required. v J, ..4 r, -., > Z . FABRIC7t � D. In the event that the excavated trench width I DIRECTION Teeter than the minimum PLACE BLANK PARALLEL TO THE �/ • • • OF FLOW 9 T • . .. RE 'u ..�i*?_�.vf '"� ..w r f far' '..���','..N.. r {;� ,* r ,"' T ANCNORB) IN TRENCH PLACE BLANKET P ICTION FLO . _�� t c� c� NOTE shown, the Styrofoam width shall extended to match the trench width. AND ANCHOR SECURELY. BRING BLANKET TO A LEVEL W 00 ;` �,,,� F r z 2 3: o O I TRENCH WIDTH I y F NOT JOIN STRIPS IN THE CENTER OF THE DITCH. USE �- z t1 w AREA BEFORE TERMINATING THE INSTALIAiION. r r. � x x Z UJ C3 (Iw) CHECK SLOTS AS REQUIRED. ° . 3 2 1. TO BE INSTALLED PER VARIES - x " Z v a ° o CONCRETE MORTAR ~ DETAILS. LIMIT OF SLOPING ...° E x m �¢ THE MANUFACTURER'S O Soil Retention Blanket Installation h, z �+ OR BENCHING OF a RECAST CONCRETE BASE �Yx * ° TRENCH WALLS „ * ? SNOUT AND c i u ✓ ° 2. INSTALL 3' 00 ° N.TS. ALL MATERIALS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS s' NOTE: r t- P �.^.; M 2.5" STYROFOAM o o WATERTIGHT VAULT MAY SE CORED IN ¢ 0 ei � ,i w o OIL SKIRT �'�'�" �' �' • m � BLUEBOARD -� O ° ° wrsox so AiWAOX 90 m w Water Feature Vault T _ m INSULATION ° o HIGH LOAD -40 To EACH onmc To rat acme ADAPTERS ¢ -� THE FUTURE FOR PUMP 'w a VERTICALLY BETWEEN iii INSULATION ON AtPaox y ao FOR ADS 30 N.T.S. CORDS AND PIPING. n > ¢ THE CATCH BASIN N L' UJ 4 " ° ° °. ° TRENCH SIDEWALLS to eAal oOleR LOG FLOW N -12 -WT �, : 1 > a AND ANY ADJACENT 11 O AND OVER THE 1 - WATER OR SEWER BEDDING MATERIAL ,' D CLASS 6 AGGREGATE ENTRENCH 3' " GUTTER OR EDGE OF EXISTING r ? t N V o0 BASE COURSE SAWCUT LINE 78 MIN FRONT EDGE OF CURB AND 4 r v MAIN WITHIN 6 -FEET. o rl W INSULATION OVER THE PIPE x o r ASPHALT " N *S ] WATER TIGHT d N NOTE "ASPHALT 4 ,4j?s M ADAPTORS 3 O LOCATE EROSION LOGS IN NATURAL GROUND S I TRENCH WIDTH I AT THE OUTSIDE EDGE OF CONCREIE ASPKALT AS L 24 >� 6 2 13 c ,60 (• V / ( ' / APRON IF APRON IS TO BE USED. 24" -30" 6" CLASS 6 ABC � +� - a W 12 NEW OMPACTED TO 95% a 2 LIMIT OF SLOPING / J EXISTING Q ✓ c m y w o �. / i r BASE MIN. BASE STANDARD PROCTOR v+ v nsyu< - s a OR BENCHING OF / �- nn tV SECTION B-13 TRENCH WALLS / B B / I ! �� �('�- CLASS 6 ABC O OO CLASS 6 ABC COMPACTED �� w in 3 of " / / / // // 6" �� 6" MIN. J COMPACTED IN 12" g^ IN 12" LIFTS TO 95% E - M x 2.5 STYROFOAM / / / �� �� �� �� �� �� �� �� \ STANDARD PROCTOR d ° INSULATION LOAD-40 LATION ON / B / / / // / B STANDARD PROCTOR / ° ISU / / / � TRENCH SID EWLLS c = / / SAWCUT LINE d AND BEDDING MATERIAL Nyloplast 2 Road and Highway Structure D CLASS 6 AGGREGATE / n Castle Creek Sawcut PLAN VIEW BASE COURSE l ' �/ i f lr l l j �/ ll �r�l EROSION LOG ,/ / /! Nyloplast �� Drain Basin NTS. NSS. INSULATION UNDER THE PIPE �� / �/ WOOD �` / �/ STAKE N.TS. Pipe Insulation Temp. Er Logs / / 1 / /� /� // , !� ��` // / f EROSION LOG FOR NYLOPLAST STRUCTURES B,C, & D 0 AROUND FES -- N.T.S. Has. AROUN INLET 1 D C4 Lo LIMITS OF THE NAG -P550 EROSION CONTROL FABRIC 3 " - ►) SLOT C " V N Ld 1 O . t _ - _. ' �.�gfi- ,�..nM��Nr- 8" GATE VALVE WITH 11/ • < 3 " Gr CL TOP OF DAM - A VALVE BOX AND /4 CL O ELEV.= 7990'1 , �� f'' r 24" CPP FES W/ KEY INSTALLED GRATE 2 & T 3 /8 R 3" 11 /16 " x t' f�C n" Q TRASH GUARD INV. =7984.0 SLATTED HOLE BROAD CRESTED WEIR y EXISTING 3:1 SIDE 3" X 1 /4 ° " M ELEV.-7987.0' %!`i ��i %,� GROUND ' SLOPE TOP OF BERM FLAT 3/16 � ' � ELEV. =7986.0 � � WASHER - - - - - - �� / SLOPE E SLOT DETAIL DAILY RASE= 7985.0 „ � �� � / �'„ � �� _ _ < � �� EXCAVATE A SUMP - S "4 SCH. INLET 15 /t6'CLR 0 40 PVC- j �� �iA�V� ������ � � "'i i�� SO ' AREA AROUND THE ��i� ii �ij " 5 INV. 7884.0' y\ �. �` �i �� ��,A tF 8 SCH PV �;���� �� �.�, /8 X 8' �� ��� .�� �� �i� % , /�, /:� /� /���A /�✓ �G ,'��i >:i BOLT TV4 3 X 24 �> ALTERNATE SLOT AND �` CPP �> i r �� HOLD DOWN PLATE DETAIL 8 "� PVC TEE. RISER 3' CV A- AND REMOVABLE LID 90' & 22-1/2 � ` �,; >ij% MEET WALL O 4'(L)x3'(W)x3' IS CAGE WITH 2 "0 AIR SECTION VIEW 8 "X24" TEE to BARS WITH A HINGED TOP, RE 7985.0' INV. =7982.86 GRATE INSTALLATION DETAIL GALVANIZED AND WRAPPED .O d. WITH GALVANIZED WIRE MESH (2" MAX. SPACING) GENERAL NOTES INSTALL AT THE EAST END OF THE D O !9 DAM SO THAT OVERFLOW WATERS 1. CONCRETE SHALL BE CLASS B. MAY BE O FLOW ACROSS NATIVE SOIL AND 31/ x 1/ CAST -IN -PLACE OR PRECAST. 4) LINE W/ NAG -P550 NOT DOWN THE DAM BANKS. FIAT 2. SEE PLANS FOR SIZE AND LOCATION OF > O EROSION FABRIC AND 36' 3' x 1/ 8' SCH. 40 PVC FLAT CL D I - CULVERTS. R NATIVE GRASSES 8 0 PVC TEE, RISER AND 3. STRUCTURAL STEEL FOR GRATES AND GRATE i y REMOVABLE LID WITH 2 "0 AIR SERVICE FLOW PIPE S4 x 77 - 4O1/ S4 x 7.7 INSTALLATION HARDWARE SHALL BE GALVANIZED E f� INV. 7984.0 -' +t O RELEASE HOLE / BEAMS (_ /4) AND SHALL BE IN ACCORDANCE WITH 712.06. INV =7985.0 /r - 1 / 2 % x 1/ 4' k 4 j 3 /4 4. STANDARD INLET GRATES SHALL BE USED. 4 �- y" 0 ., 18' / / FIAT v O D 12 /Q`I CENTERl1NE OF SEAL 5. STEPS SHALL BE PROVIDED AND SHALL BE IN C V � . GRATE PARALLEL BOTH SIDES � ACCORDANCE WITH AASHTO M 199. NTRAIL k T 1 y /1 -' BROAD CRESTED 87. y /�� /// _ -_ wo TOP OF DAM OF ROADWAY NE y -3/16 6. REINFORCING BARS SHALL BE EPDXY COATED, <? N O d V W r -r I ti / $ ¢ 2 ELEV =7990'1 1 ' AND DEFORMED, AND SHALL HAVE A 2 MINIMUM O O /16 CL y . r / SO 1 > 3 F 3" x /4 CLEARANCE. - FIAT - .h3 /�s (t /af SECTION D -D (� FAC�ATE 41�,s CD Type -D Inlet, Level Grate a ( OPEN x� +_ GALVANIZING) M 4 KEY FABRIC INTO- - - - -+I N.TS. t v +- a / 8 ,_ EIVE y �� �� �/ ' THE SOIL, G DEPART�dE ALL 5/ 1 _k t 26 8 " ( ±/4� / }- EDGES OCT 0 9 2010 'a 3 " � fig{ tt oN S STANDARD INLET GRATE A6PEN J 6:1 SIDE SLOPE - EAST , oN � t } j� r`�� r� � ' > 8 "O SCH.40 PVC BUILDL�J} OUTFLOW PIPE ® 1% MIN. 11= 7985.0 3 O F 47' TOP_lO.. t•Fi0' 4« - -.� e 0 0 c fi F 0 0 0 a e � o o 8 � 0 = xo o� HOLTON POND EXISTING GRADE XISTING VEGETATION TO BE PROTECTED, APPROXIMATE LOCATION (FIELD VERIFY) APPROXIMATE LIMITS OF DISTURBANCE & FOREBAY LANDSCAPE PROJECT LIMITS \ EXISTING SERVICEBERRIES TO REMOVE, APPROXIMATE MEADOWOOD DRIVE LOCATION (FIELD VERIFY) LANDSCAPE BOULDER WALL TO RETAIN GRADE STORM PIPE OUTLET PER CIVIL DWGS. �N O '7 Q 1a/ � _ s>, 0 y y y N Y W W + + + t + W W W W - W W y / W v W ` /�//�,\ W ,J W W W W W N 0 5 10 20 SCALE: 1"= 10' -0" LEGEND EXISTING TREES TO PROTECT (FIELD VERIFY LOCATION) j ���� • REMO a i' (FIELD VERIFY LOCATIO • PROPOSED GAMBEL OAK PROPOSED SERVICEBERRY PLANT LIST W W / W W W 3:1 SIDE SLOPES a NATIVE SEED MIX PER 2007 CITY OF ASPEN IMPROVED SEED LIST- UPPER BIG MOUNTAIN SAGE INTERFACE 1 1D WETLAND SEED MIX SEE PLANT LIST NOTES 1. FIELD VERIFY ALL DIMENSIONS AND EXISTING FACILITIES / PLANTS. 2. SEE CIVIL ENGINEERING SHEETS FOR GRADING AND ACTUAL LIMITS OF DISTURBANCE. 3. SEE CIVIL ENGINEERING SHEETS FOR PIPE SIZING AND INSTALLATION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, IRRIGATION SYSTEM, LANDSCAPING, PAVEMENTS OR STRUCTURES THAT IS A RESULT OF HIS WORK AT NO ADDITIONAL COST TO THE OWNER. 5. OWNERS REPRESENTATIVE TO INSPECT AND APPROVE ALL PLANT MATERIALS PRIOR TO INSTALLATION. 6. PROVIDE SMOOTH AND LEVEL TRANSITIONS BETWEEN NEW AND EXISTING MATERIALS AND GRADES. 7. STOCKPILE TOP SOIL AFTER CLEARING OPERATIONS. OVER EXCAVATE AS NECESSARY TO ALLOW FOR 6" TOP SOIL DEPTH IN DISTURBED AREAS. SUPPLEMENT STOCKPILED TOPSOIL WITH LOCALLY SOURCED TOPSOIL AS NECESSARY. 8. ANY MODIFICATIONS TO THE LANDSCAPE PLAN SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE AND ASPEN PARKS DEPARTMENT. 9. LOCATE PLANTS AS SHOWN ON PLANS. CONTRACTOR TO FLAG PLANT LOCATIONS FOR VERIFICATION BY OWNER OR OWNER'S REPRESENTATIVE PRIOR TO DIGGING AND INSTALLING PLANTS. 10. PLANTS TO ADHERE TO REQUIREMENTS OF ANSI 260.1 FOR QUALITY. 11. CONTRACTOR TO VERIFY ALL PLANT QUANTITIES. 12. ALL PLANT MATERIAL SHALL BE IRRIGATED BY AUTOMATIC IRRIGATION SYSTEM; IRRIGATION SYSTEM TO BE INCORPORATED INTO SITE'S EXISTING SYSTEM. IRRIGATION SYSTEM TO BE DESIGN - BUILD. 13. COORDINATE CONSTRUCTION OF IRRIGATION SYSTEM AND PLANT INSTALLATION WITH CITY OF ASPEN PARKS (920- 5120). A DORMANT SEEDING APPLICATION MAY BE NECESSARY, PENDING THE CONSTRUCTION TIMING AND PARKS' INPUT. 14. IRRIGATION INSTALLER TO PROVIDE SHOP DRAWING OF IRRIGATION SYSTEM AND EQUIPMENT FOR REVIEW BY OWNER; AS -BUILT IRRIGATION SYSTEM IS TO BE SUBMITTED TO OWNER UPON COMPLETION OF CONSTRUCTION. 15. INSTALL EROSION CONTROL FENCING, BALES, AND WATTLES AS NEEDED TO PROHIBIT SEDIMENT FROM ENTERING EXISTING DRAINAGE AND DITCH FACILITIES. SEE CIVIL SHEETS FOR TEMPORARY EROSION CONTROL. 16. INSTALL EROSION CONTROL FABRIC PER CIVIL ENGINEERING DRAWINGS. 17. PROVIDE SEEDING TO LIMITS OF DISTURBANCE. 18. ALL MULCHING MATERIALS AND SEED MIXES SHOULD BE CERTIFIED WEED FREE. 19. SEED MIX IS TO BE "UPPER BIG MOUNTAIN SAGE INTERFACE ZONE SEED MIX" APPLIED AT THE CITY OF ASPEN'S STANDARD SPECIFIED RATE. 20. ALL SEED IS TO BE SPREAD BY HAND BROADCAST OR DROPSPREADER. APPLY SEED IN TWO PASSES, AT PERPENDICULAR ANGLES. RAKE SEED INTO TOP SOIL PRIOR TO INSTALLING EROSION CONTROL FABRIC OR HYDROSTRAW. 21. COVER AREA WITH WEED FREE STRAW. 22. HYDROMULCH WITH TACKIFIER TO BE APPLIED OVER "UPPER BIG MOUNTAIN SAGE INTERFACE ZONE SEED MIX" AND WEED FREE STRAW. INSTALL PHOTO - DEGRADABLE EROSION CONTROL FABRIC OVER "WETLAND SEED MIX" (SEE NOTE 16). 23. IRRIGATE FOR A PERIOD OF TWO YEARS OR UNTIL ESTABLISHED. 24. ALL DISTURBED AREAS DURING AND AFTER CONSTRUCTION SHALL BE MAINTAINED FREE OF WEEDS. THIS WILL REQUIRE A PROGRAM WITH A VEGETATION MANAGEMENT COMPANY TO PERFORM WEED MANAGEMENT ON THE DISTURBED AREAS FOR A PERIOD AFTER THE COMPLETION OF THE PROJECT. (PER ASPEN PARKS) 25. DUE TO THE PROXIMITY OF THE PROJECT TO THE CITY OF ASPEN IRRIGATION POND, AMENDED PLANTING SOIL AND FERTILIZER (SUCH AS BIOSOL) ARE NOT RECOMMENDED. SUBJECT TO REVIEW BY PARKS. IREMENTS FOR EXCAVATION ADJACENT TO 1) PROTECTION FENCING: A VEGETATION PROTECTION FENCE SHALL BE ERECTED AT THE DRIP LINE OF EACH INDIVIDUAL TREE OR GROUPINGS OF TREES ON SITE. THIS FENCE MUST BE INSPECTED BY THE CITY FORESTER OR HIS /HER DESIGNEE (920 -5120) BEFORE ANY CONSTRUCTION ACTIVITIES ARE TO COMMENCE. NO EXCAVATION, STORAGE OF MATERIALS, STORAGE OF CONSTRUCTION BACKFILL, STORAGE OF EQUIPMENT, FOOT OR VEHICLE TRAFFIC ALLOWED WITHIN THE DRIP LINE OF ANY TREE ON SITE. 2) EXCAVATION: ALL EXCAVATIONS WITH IN THE DRIP ZONE WILL BE REQUIRED TO BE VERTICAL EXCAVATION ONLY WITH NO OVER DIGGING. EXCAVATIONS WILL BE SOIL STABILIZED IN A MANNER THAT PREVENTS OVER EXCAVATION OF THE SITE. 3) ROOT AMENDMENTS: ALL ROOTS SHALL BE CUT PRIOR TO FULL EXCAVATION USING A CLEAN, SHARP PRUNING SAW. ALL ROOTS WILL BE CUT FLUSH WITH THE EXPOSED SOIL LINE. 4) MULCHING: SIX INCHES OF MULCH ARE REQUIRED TO BE PLACED WITH IN THE ZONE OF VEGETATION PROTECTION. THE MULCH SHALL BE MAINTAINED AT A LEVEL OF 61NCHES DURING THE ENTIRE PROJECT. 5) IRRIGATION: IRRIGATION OF TREES IS REQUIRED THROUGH OUT THE ENTIRE LENGTH OF THE PROJECT. THE CONTRACTOR WILL SUPPLY WATER TO THE TREES AT A RATE WHICH IS APPROPRIATE FOR PROPER HEALTH. ADDITIONAL WATERING WILL TAKE PLACE ALONG THE EDGE OF THE ROOTS CUTTING. THE CONTRACTOR WILL BE REQUIRED TO PLACE A BURLAP PROTECTION COVER OVER THE CUT ROOTS. THE CONTRACTOR WILL IRRIGATE THE BURLAP WITH AN APPROPRIATE AMOUNT OF WATER IN ORDER TO KEEP THE BURLAP MOIST. NATIVE GRASS MIX PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. SET SHRUB 1" HIGHER THAN THE GRADE AT WHICH IT GREW. DIG PLANT PIT TWICE AS WIDE AS THE CONTAINER OR MORE. t a` ti rjt OCT 0 9 2010 REMOVE CONTAINER. ROUGHEN SIDES OF PLANT PIT 8 UILC`� , !GLIEPARUIE SCORE SIDES OF ROOT BALL OF ROOT BOUND PLANTS ONLY FILL PLANT PIT WITH TOP SOIL. NOTES: 1. ANY BROKEN OR CRUMBLING ROOT BALL WILL BE REJECTED. REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. 2. HOLD GRADE 1" BELOW EDGE OF WALK OR CURB (WHERE APPLICABLE) SHRUB PLANTING IN NATIVE AREAS NOT TO SCALE I I (- �- URBAN DESIGN T TREES AND SHRUBS �; This document is the property of DHM Design Corp. The ideas and 1 Professional service and Shoff not be used for any other project without KEY OUANI MIN. SIZE I Botanic Name z Common Name W AA 41 5 Gal. Amelanchier alnifolia 0 Mountian Serviceberry CS 21 Gal. Corpus sericea f W 0 Red Osier Dogwood QG 4 5 Gal. Quercus gambelii Gambel Oak SG Q 51 5 Gal. Salix geyenana 0 Geyers Willow W W Ld C G W � PROJECT NUMBER: DATE WETLAND SEED MIX DESIGNED: DRAWN: CHECKED: REVISIONS: JOB DESCRIPTION: SHEET TITLE: REVEGETATION PLAN SHEET NUMBER: L -1 ci �rrr 1 nr 1 MIX % Mix Rate 28 Ibs PLS per acre * — Botanic Name Common Name 30% "Sodar" Elymus lanceolatus Sodar' Streambank Wheatgrass 30% "Peru Creek" Descham sia caes. " Peru Creek" Tufted Hair grass — 15% Juncus arcticus Arctic Rush 25% Poa palustris Fowl Bluegrass —F UPPER BIG MOUNTAIN SAGE INTERFACE SEED '-- MIX __._ MIX % I Mix IRate Per 2007 Cit of As pen i mproved seed mixl _ NOTES 1. FIELD VERIFY ALL DIMENSIONS AND EXISTING FACILITIES / PLANTS. 2. SEE CIVIL ENGINEERING SHEETS FOR GRADING AND ACTUAL LIMITS OF DISTURBANCE. 3. SEE CIVIL ENGINEERING SHEETS FOR PIPE SIZING AND INSTALLATION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, IRRIGATION SYSTEM, LANDSCAPING, PAVEMENTS OR STRUCTURES THAT IS A RESULT OF HIS WORK AT NO ADDITIONAL COST TO THE OWNER. 5. OWNERS REPRESENTATIVE TO INSPECT AND APPROVE ALL PLANT MATERIALS PRIOR TO INSTALLATION. 6. PROVIDE SMOOTH AND LEVEL TRANSITIONS BETWEEN NEW AND EXISTING MATERIALS AND GRADES. 7. STOCKPILE TOP SOIL AFTER CLEARING OPERATIONS. OVER EXCAVATE AS NECESSARY TO ALLOW FOR 6" TOP SOIL DEPTH IN DISTURBED AREAS. SUPPLEMENT STOCKPILED TOPSOIL WITH LOCALLY SOURCED TOPSOIL AS NECESSARY. 8. ANY MODIFICATIONS TO THE LANDSCAPE PLAN SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE AND ASPEN PARKS DEPARTMENT. 9. LOCATE PLANTS AS SHOWN ON PLANS. CONTRACTOR TO FLAG PLANT LOCATIONS FOR VERIFICATION BY OWNER OR OWNER'S REPRESENTATIVE PRIOR TO DIGGING AND INSTALLING PLANTS. 10. PLANTS TO ADHERE TO REQUIREMENTS OF ANSI 260.1 FOR QUALITY. 11. CONTRACTOR TO VERIFY ALL PLANT QUANTITIES. 12. ALL PLANT MATERIAL SHALL BE IRRIGATED BY AUTOMATIC IRRIGATION SYSTEM; IRRIGATION SYSTEM TO BE INCORPORATED INTO SITE'S EXISTING SYSTEM. IRRIGATION SYSTEM TO BE DESIGN - BUILD. 13. COORDINATE CONSTRUCTION OF IRRIGATION SYSTEM AND PLANT INSTALLATION WITH CITY OF ASPEN PARKS (920- 5120). A DORMANT SEEDING APPLICATION MAY BE NECESSARY, PENDING THE CONSTRUCTION TIMING AND PARKS' INPUT. 14. IRRIGATION INSTALLER TO PROVIDE SHOP DRAWING OF IRRIGATION SYSTEM AND EQUIPMENT FOR REVIEW BY OWNER; AS -BUILT IRRIGATION SYSTEM IS TO BE SUBMITTED TO OWNER UPON COMPLETION OF CONSTRUCTION. 15. INSTALL EROSION CONTROL FENCING, BALES, AND WATTLES AS NEEDED TO PROHIBIT SEDIMENT FROM ENTERING EXISTING DRAINAGE AND DITCH FACILITIES. SEE CIVIL SHEETS FOR TEMPORARY EROSION CONTROL. 16. INSTALL EROSION CONTROL FABRIC PER CIVIL ENGINEERING DRAWINGS. 17. PROVIDE SEEDING TO LIMITS OF DISTURBANCE. 18. ALL MULCHING MATERIALS AND SEED MIXES SHOULD BE CERTIFIED WEED FREE. 19. SEED MIX IS TO BE "UPPER BIG MOUNTAIN SAGE INTERFACE ZONE SEED MIX" APPLIED AT THE CITY OF ASPEN'S STANDARD SPECIFIED RATE. 20. ALL SEED IS TO BE SPREAD BY HAND BROADCAST OR DROPSPREADER. APPLY SEED IN TWO PASSES, AT PERPENDICULAR ANGLES. RAKE SEED INTO TOP SOIL PRIOR TO INSTALLING EROSION CONTROL FABRIC OR HYDROSTRAW. 21. COVER AREA WITH WEED FREE STRAW. 22. HYDROMULCH WITH TACKIFIER TO BE APPLIED OVER "UPPER BIG MOUNTAIN SAGE INTERFACE ZONE SEED MIX" AND WEED FREE STRAW. INSTALL PHOTO - DEGRADABLE EROSION CONTROL FABRIC OVER "WETLAND SEED MIX" (SEE NOTE 16). 23. IRRIGATE FOR A PERIOD OF TWO YEARS OR UNTIL ESTABLISHED. 24. ALL DISTURBED AREAS DURING AND AFTER CONSTRUCTION SHALL BE MAINTAINED FREE OF WEEDS. THIS WILL REQUIRE A PROGRAM WITH A VEGETATION MANAGEMENT COMPANY TO PERFORM WEED MANAGEMENT ON THE DISTURBED AREAS FOR A PERIOD AFTER THE COMPLETION OF THE PROJECT. (PER ASPEN PARKS) 25. DUE TO THE PROXIMITY OF THE PROJECT TO THE CITY OF ASPEN IRRIGATION POND, AMENDED PLANTING SOIL AND FERTILIZER (SUCH AS BIOSOL) ARE NOT RECOMMENDED. SUBJECT TO REVIEW BY PARKS. IREMENTS FOR EXCAVATION ADJACENT TO 1) PROTECTION FENCING: A VEGETATION PROTECTION FENCE SHALL BE ERECTED AT THE DRIP LINE OF EACH INDIVIDUAL TREE OR GROUPINGS OF TREES ON SITE. THIS FENCE MUST BE INSPECTED BY THE CITY FORESTER OR HIS /HER DESIGNEE (920 -5120) BEFORE ANY CONSTRUCTION ACTIVITIES ARE TO COMMENCE. NO EXCAVATION, STORAGE OF MATERIALS, STORAGE OF CONSTRUCTION BACKFILL, STORAGE OF EQUIPMENT, FOOT OR VEHICLE TRAFFIC ALLOWED WITHIN THE DRIP LINE OF ANY TREE ON SITE. 2) EXCAVATION: ALL EXCAVATIONS WITH IN THE DRIP ZONE WILL BE REQUIRED TO BE VERTICAL EXCAVATION ONLY WITH NO OVER DIGGING. EXCAVATIONS WILL BE SOIL STABILIZED IN A MANNER THAT PREVENTS OVER EXCAVATION OF THE SITE. 3) ROOT AMENDMENTS: ALL ROOTS SHALL BE CUT PRIOR TO FULL EXCAVATION USING A CLEAN, SHARP PRUNING SAW. ALL ROOTS WILL BE CUT FLUSH WITH THE EXPOSED SOIL LINE. 4) MULCHING: SIX INCHES OF MULCH ARE REQUIRED TO BE PLACED WITH IN THE ZONE OF VEGETATION PROTECTION. THE MULCH SHALL BE MAINTAINED AT A LEVEL OF 61NCHES DURING THE ENTIRE PROJECT. 5) IRRIGATION: IRRIGATION OF TREES IS REQUIRED THROUGH OUT THE ENTIRE LENGTH OF THE PROJECT. THE CONTRACTOR WILL SUPPLY WATER TO THE TREES AT A RATE WHICH IS APPROPRIATE FOR PROPER HEALTH. ADDITIONAL WATERING WILL TAKE PLACE ALONG THE EDGE OF THE ROOTS CUTTING. THE CONTRACTOR WILL BE REQUIRED TO PLACE A BURLAP PROTECTION COVER OVER THE CUT ROOTS. THE CONTRACTOR WILL IRRIGATE THE BURLAP WITH AN APPROPRIATE AMOUNT OF WATER IN ORDER TO KEEP THE BURLAP MOIST. NATIVE GRASS MIX PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. SET SHRUB 1" HIGHER THAN THE GRADE AT WHICH IT GREW. DIG PLANT PIT TWICE AS WIDE AS THE CONTAINER OR MORE. t a` ti rjt OCT 0 9 2010 REMOVE CONTAINER. ROUGHEN SIDES OF PLANT PIT 8 UILC`� , !GLIEPARUIE SCORE SIDES OF ROOT BALL OF ROOT BOUND PLANTS ONLY FILL PLANT PIT WITH TOP SOIL. NOTES: 1. ANY BROKEN OR CRUMBLING ROOT BALL WILL BE REJECTED. REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. 2. HOLD GRADE 1" BELOW EDGE OF WALK OR CURB (WHERE APPLICABLE) SHRUB PLANTING IN NATIVE AREAS NOT TO SCALE I I LANDSCAPE ARCHITECTURE LAND PLANNING URBAN DESIGN 311 Main Street, Suite 102 Carbondale, CO 816231970.963.6520 REUSE OF DOCUMENT This document is the property of DHM Design Corp. The ideas and design incorporoted on this document is on instrument of Professional service and Shoff not be used for any other project without written outhoozotion or OHM Design Corp. V J z W \ W 0 f W 0 z ry 0 _J Q O z 0 0 W W Ld C G W � PROJECT NUMBER: DATE 10.06.10 DESIGNED: DRAWN: CHECKED: REVISIONS: JOB DESCRIPTION: SHEET TITLE: REVEGETATION PLAN SHEET NUMBER: L -1 ci �rrr 1 nr 1