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HomeMy WebLinkAbout828-867Sqc6 4 57 Qc*,t C1.01 SITE GRADING PLANIE C1.01A E E L SITE PLAN C1.01B GENERAL SITE PLAN C1.02 GENERAL SITE PLAN 1R3 GENERAL SITE PLAN 1a4 SITE GRADING PLS 01.05 SITE GRADING PLS C1.06 SITE GRADING PLA C1.07 SITE GRADING PLAN C1.08 SITE GRADING PL, PUD PLANS APPENDIX TABLE OF CONTENTS C3.10 STORM SEWERPLAN 04.03 03.11 STORM SEWER PLAN C3.12 STORM SEWER PLAN NYLOPLAST DETAILS 3.13 STORM SEWER PLAN NYLOPLAST DETAILS C4s1 UTILITY PLAN LANDSCAPE PL ET IL C4.02 UTILITYL 1-1.0 04.03 UTILITY PLAN C4.04 UTILITY PLS C4.05 UTILITY PLS C1.09 POND 2 GRADINGPLS 2s1 PAEPCKE ROAD PLANPROFILE Landscape / Irrigation C2.02 PAEPCKE ROAD PLAN AND PROFILE 02.03 P EP I E ROAD PLAN AND PROFILE 1-1.0 LANDS E PLAN C2.04 PAEPCKE ROAD PLAN AND PROFILE 1-1.1 LANDSCAPE PL ET IL 02.05 PAEPCKE ROAD PLANFILE 1-1.2 LANDSCAPE PL ET IL C2.06 TYPICAL ROAD SECTIONS 1-1a3 LANDSCAPE PL EVIL C2.07 TYPICAL ROAD SECTIONS L1s4 LANDSCAPE PL ET IL C2.08 TYPICAL ROAD SECTIONS 1-1.5 LANDSCAPE PLAN DETAIL C2.09 I E AND STRIPING PL 1-1.6 LANDSCAPE DETAILS C2.10 PROFILES 1-107 LANDSCAPE DETAI LS 02911 CURB PROFILES L1. L T L STAIR L TI DETAIL C2.12 PROFILES L s ILLUSTRATIVE LANDSCAPE PLS C2.19 PAEPCKE ROAD RIGHT CURB FLOWLINE AND PROFILE L2.1 SNOW STORAGE 02.20 PEPIE ROAD RIGHT CURB FLOWLINE AND PROFILE L2.2 TRAILS CONNECTION PLAN 02.21 PAEPCKE ROAD RIGHT CURB FLOWLINE AND PROFILE L4.0 OPENSPACE PLS 02.22 P EIE ROAD RIGHT CURB FLOWLINE AND PROFILE 1.0 IRRIGATION SITE PLAN AND NOTES 12.0 IRRIGATION MAI LINE PLS 02.23 PAEPCKE ROAD RIGHT CURB FLOWLINE AND PROFILE 12.1 IRRIGATION MAIN LINE PLAN C2.24 PAEPCKE LEFT CURB FLOWLINE AND PROFILE 12.2 IRRIGATION MAI LINE PLS 02.25 PAEPCKE LEFT CURB FLOWLINE AND PROFILE 12.3 IRRIGATION I LINE PLAN C2.26 PAEPCKE LEFT CURB FLOWLINE AND PROFILE12.4 IRRIGATION MAI LINE PLAN C2.27 CINE LEFT CURB FLOWLINE AND PROFILE 12.5 IRRIGATION MAI LINE PLS C2.28 PAEPCKE LEFT CURB FLOWLINE AND PROFILE 13.1 IRRIGATION MAI LINE 3°1 STORM SEWER PLAN 13.2 IRRIGATION MAI LINE C3.02 STORM SEWER PLAN 13.3 IRRIGATION MAI LINE 3m3 STORM SEWER PLAN 13.4 IRRIGATION MA1 LINE 03.04 STORM SEWER PLAN 1.4.0 IRRIGATION DET LS C3.05 STORM SEWER PLAN 14.1 IRRIGATION SCHEDULE AND DET, ILS C3.06 STORM SEWER PLAN15.0 POND 2 PUMP DETAILS C3.07 STORM SEWER L 15,1 POND 2 PUMP DETAILS C3.08 STORM SEWER PLAN 15.2 IRRIGATION MAI LINE CONNECTION C3.09 STORM SEWER PL PROJ. NO: 809003.00 2013 ► ■ A r r ISSUED FOR: FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval w PUD MASTERPLAN S1 Tm.um0FAM;' PHASING IIA PLAN S2 PHASING1113 L, S3 U ADDRESSING PLAN S4 Q ACCESSIBILITYL T S5 ACCESSIBILITYPLAN SOUTH S-6 0 TRANSIT ROUTE PLAN E-1 SITE LIGHTING PLAN LIGHTING L SOUTH z LIGHTING PLAN NORTH -4 LIGHTING T SHEETS cL �c ARCHITECTURAL CHARACTER PODS AS Q ARCHITECTURAL CHARACTER PODS ARCHITECTURAL CHARACTER PODS E F -4 UNIT PLANS IT PLANS PROJ. NO: 809003.00 2013 ► ■ A r r ISSUED FOR: FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval w Tm.um0FAM;' U Q Q 0 UJ z Uj cL �c Q CIO PROJ. NO: 809003.00 2013 ► ■ A r r ISSUED FOR: FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval SHEET C1.06 s ::•" 1 8 _ rFf2�7841.87' „, 11 0 FF7=783433 ..T FF2l78440� G � '\ f � `„•, J� f ') '. } FFi }B339� { i., -•E FF24JB4193! FF1-- .33' r FF7 830.67', hs FFi:78 1.67 I i i i r-.,,-�. w�,,,,:.--- - '•' - .. ,; _ _ ..�.--.- is ,� ,.,� Z -...,.._s-,, '---�,._ - / } 3 r i ,� Y'a¢ - __'�� " �} .>a'/ / i., :..f�r „n`a t 95, `^'" �/•.xk---,,...'.�,,,.y..--�'w�"'.,,; i` f *f a n • ""°,� E A t t� 3 -f✓ �� { k £ w �s , \ ? 5 S � it f k d E i >.1 f '•'�-- t. t .' S 5 ; r � . i ` E. f .1,. .... ', .i.'..., . �'..`. `\. . '-. ,!, t h 4, • •; „,:;w.^:-.»--�..'n-�: - ..._ -_ , /:•.r a 1 : :.-. . _ tea. �•-- _-------'---- -�-- t a` t 6 Z E , Yt �'t � ?e /� � ,,,5: y ::' � / -S,w„ ..:f $:1 :> "i:f f \'.\\ �_ l ,• y..- '�� : �...1• Y 1 J.• � rpk t.� +y "•v } N xc^ L ¢ !. 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AND PROVIDED BY THE CITY OF ASPEN. 2. CONTRACTOR TO REFER TO AND ADHERE TO RECOMMENDATIONS IN THE GEOTECHNICAL REPORTS PREPARED BY H.P. GEOTECHNICAL DATED JULY 22, 2010 AND SUPPLEMENTAL REPORT DATED AUGUST 30, 2010 AND JANUARY 23, 2012. 3. ALPINE ENGINEERING, INC., ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. 4. 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 HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE, AND SHALL COMPLY WITH THE CONDITIONS AND REQUIREMENTS OF THE CDPHE STORMWATER MANAGEMENT PERMIT AND PLAN. 6. THE CONTRACTOR SHALL MINIMIZE ALL OFF SITE SOIL TRACKING. ALL SOIL TRACKED OFF SITE SHALL BE IMMEDIATELY CLEANED UP TO THE SATISFACTION OF THE OWNER, THE CITY OF ASPEN AND THE BURLINGAME HOA. 7. ALL EXCAVATING FOR ROADWAY, RETAINING WALLS, DRAINAGE FACILITIES, UTILITIES ES A ND OTHER R TREN CHE S SHALL MEET OSHA REQUIREMENTS. 8. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN, ON OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING THERETO. 9. IF ANY GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL CONTACT ALPINE ENGINEERING, INC. AND H.P. GEOTECH IMMEDIATELY. 10. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS, CULVERTS, AND APPURTENANCES DURING CONSTRUCTION AS NECESSARY TO PROTECT ROADS AND PROPERTY. 11. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES TO THE SATISFACTION OF THE OWNER, THE BURLINGAME HOA, AND THE CITY OF ASPEN. THE CONTRACTOR SHALL MINIMIZE TRAFFIC DISRUPTIONS AND PROVIDE ADEQUATE SAFETY PRECAUTIONS TO ENSURE PUBLIC SAFETY. 12. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A MAP OF AS -BUILT CONDITIONS OF THE BURLINGAME PHASE IIA ACCESS AND INFRASTRUCTURE PROJECT FOR UTILITES AND STORM WATER SYSTEM. THE TERMINATION LOCATOIN AND ELEVATION OF EACH UTILITY AND STORM SEWER STUB SHALL BE LOCATED BY A SURVEYOR PRIOR TO BACKFILL. CONTRACTOR SHALL ALSO PREPARE AND SUBMIT AS -BUILT DRAWINGS OF PROPOSED DETENTION PONDS TO VERIFY THAT DETENTION VOLUMES CONFORM WITH THE DESIGN IN THE DRAINAGE REPORT. 13. CONTRACTOR SHALL COORDINATE WITH HOLY CROSS ENERGY WHEN WORKING NEAR THE EXISTING OVERHEAD ELECTRIC LINES. 14. CONSTRUCTION SHALL CONFORM TO THE PROJECT TECHNICAL SPECIFICATIONS. 15. OBSERVATIONS OF THE WORK IN PROGRESS AND ON-SITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL OBLIGATIONS. 16. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES DURING CONSTRUCTION. ANY EXISTING UTILITIES DAMAGED, AS A RESULT OF THE CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED BY THE CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 17. WHERE EXISTING SURFACE FEATURES RELATED TO EXISTING UNDERGROUND UTILITIES ARE TO BE ADJUSTED TO FINAL GRADES, INCLUDING VALVE BOXES, MANHOLE FRAMES, LIDS AND GRATES, SANITARY SEWER CLEAN -OUTS, AND STORM SEWER INLETS, CONTRACTOR SHALL MAKE SUCH MODIFICATION TO THE SATISFACTION OF THE ENGINEER AND THE RESPECTIVE UTILITY OWNER AND AT CONTRACTOR'S EXPENSE. 18. THE CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST THREE (3) BUSINESS DAYS, NOT INCLUDING THE DAY OF ACTUAL NOTIFICATION, PRIOR TO ANY EXCAVATION ACTIVITIES. 19. ALL WORK AND ACTIVITIES IN OR AROUND THE EXISTING UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 20. CONTRACTOR TO REFER TO AND ADHERE TO RECOMMENDATIONS OF "SOIL REPORT BURLINGAME PHASE II" PREPARED BY WESTERN ECOLOGICAL RESOURCES (WER), DATED SEPTEMBER 2010. 21. PORTIONS OF THE IMPROVEMENTS SHOWN ON THESE PLANS ARE CURRENTLY UNDER CONSTRUCTION AS A PART OF THE ACCESS AND INFRASTRUCTURE PROJECT FOR 2012. 22._ ALL SITE STAIRS HAVE 6" RISERS UNLESS OTHERWISE NOTED. N�c ca,Pr� APPRD OR THE CITY OF ASPEN, COLORADO, SIX-MONTH S OF BY- DEPU TOR OF WATER, CITY OF ASPEP 20 FF2=7844.0' 1 FF21-=787872& .._......________.." SHEET C1.04 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 �w "Yff 3 Y FF2 ,a.00• i t / ft 7 4 P 698.93' A 3 / } f � f r l I f��• Ir �� f � ♦ 1 '�;L c%;/ „•i/' FF2.76 6.0' y� ' ,dt �ly /i 33' • 1 r> >r rrr n5' / i S i \ - �'f' •a .�s s' x F"5 I /rr f • y I R 3' r op' 4,h I . m _ ».... SHEET C1�� 3._».M i l f` l '£` 1 '• SHEET C1.02 TYPICAL GRADING ABBREVIATIONS TBC - TOP BACK OF CURB FL - FLOW LINE FG - FINISHED GRADE INV - PIPE INVERT BOW - BOTTOM OF EXPOSED WALL TOW - TOP OF WALL EOC - EDGE OF CONCRETE EOA - EDGE OF ASPHALT TOC - TOP OF CONCRETE SLAB CIVIL SHEET INDEX C4.01 TO GRADING KEY SHEET & GENERAL NOTES P11.01 GENERAL SITE PLANS C1.01.A TO C1.01.6 SITE GRADING PLANS C1.02 T C1.0 POND NO. 2 DETAIL GRADING PLAN 01.09 PAEPCKE ROAD PLAN & PROFILE C2.01 TO C2.05 TYPICAL ROAD SECTIONS C2.06 TO C2.08 SIGNAGE & STRIPING PLAN C2.09 CURB PROFILES _ C2.10 TO C2.12 A UTILITY PLAN C4.01 TO WATER MAIN PLAN & PROFILE C4.06 TO C4.11 WATER SERVICES PLAN & PROFILE C4.12 TO C4.14 WATER REUSE LINE PLAN & PROFILE C4.15 TO C4.17 SEWER SERVICES PLAN & PROFILE C4.18 TO C4.21 UTILITY DETAILS C4.22 UTILITY SECTIONS C4.23 STANDARD DETAILS FOR WATER LINES D-1 Q STANDARD DETAILS FOR IRRRIGATION & REUSE WATER R+I-1 ROAD, GRADING & DRAINAGE DETAILS _ 65.01 TOP62 BUILDING SUBDRAIN PLANS C6.01 TO GRAPHIC SCALE 0 80 160 Mimi I 320 SCALE: 1'= 80' GRADING LEGEND 7830 •••. PROPOSED CONTOUR (5' INTERVAL) ___7829--- PROPOSED CONTOUR (1' INTERVAL) X 41.0' PROPOSED SPOT ELEVATION "2,OX PROPOSED SLOPE Q 5:? PROPOSED BOULDER RETAINING WALL « - - -- - WATER SURFACE ELEVATION --�:Is--•w--- PROPOSED SWALE „.. .... � Y` o .,s - ry%. •tet%:: 1%•, ?Y%•�,t µ S`.a:�.iF...r:.f PROPOSED RIP -RAP EROSION CONTROL ::f...as„A«.. v.✓.;.:...7..,h.,t.t._&.! f.:.._'s..�.tS..?£..f >.:..:b..?. .i.�i :,.>. U) PROPOSED TEMPORARY GRAVEL r- DRIVING/PARKING SURFACE 010 PROPOSED ASPHALT PAVING PROPOSED CONCRETE PAVING PROPOSED PERMEABLE PAVING PROPOSED CONCRETE DRAINAGE PAN - - - - - - -" -- -' - PROPOSED CURB & GUTTER PROPOSED STORM SEWER PIPE OPROPOSED DRYWELL GPROPOSED STORM SEWER MANHOLE PROPOSED AREA INLET PROPOSED CURB INLET ` .....>�.... _ �_, .. PROPOSED RAIN GARDEN 7+00 I - PROPOSED ROAD CENTERLINE AND STATIONING - - - - PROPOSED RIGHT-OF-WAY/PROPERTY LINE F��ALPINE I ENGINEERING G NEERI NG IN . C EDWARD S BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 • EDWARD S, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • 2 809003.00 U JEC CHECKED: 0 a Q Of ry w o Q o zz LU J ry U) Go PROJ. NO. 809003.00 DRAWN: JEC CHECKED: GLB APPROVED: KAK DATE: 08/31/2012 REVISIONS: 02-15-2013 AD -03 © OZ ARCHITECTURE BURLINGAME RANCH ''ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval SITE GRADING PLAN KEY SHEET & GENERAL NOTES SCALE: 1 "=80' SHEET NUMBER C1 ■ ASPEN VALLEY LAND TRUST (OPEN SPACE) PROPOSED PARK BOUNDARY (TYPICAL) / / RAIN GARDEN E (TYPICAL -25.06 BOULDER WALL Fr (TYPICAL) C5.01 A \ �._---- / s • ',' 18'D kNEWAY RAMP B (TYPICAL) C5.02 ,i ::. SID EROSION CONTROL MAT B (TYPICAL) c5.04 BI-DIRECTIONAL RAMP / H N X F_ BOULDER WALL C5.01 (TYPICAL) RIBBON CURB H E RAIN GAR[ TRASH ENCLOSURE B (TYPICAL) C5.01 C5.06 (TYPICAL) (TYPICAL) C5.01 4 LINE CRETEall AL) C5.04 P✓f ��r" J 00 ti ......£. / .......... ;r `\ � bb d 5,,4.E /% ••• q iii.//� //�"" .~ RAIN GARDEN 4 E s / (TYPICAL) C5.0 CURB &GUTTER TYPICAL C5.01 / i i `mfr„ RAIN GARDEN E ' TYPICAL C5,06 # IYU w.... ... qtq�yy!! @ T .J P O ` 'O .. L BI-DIRECTIONAL RAMP H MODIFIED C5.03 r _ J C CR C5.01 (T1 �'�RQAD CUT I � ,: � (TYPICAL) C� IYA 1 `,10 ! ;y / 1 ; 1 All RAIN ;r" \ / A \SIDEWALK k U m %F 0 / EXh DATE: / W � M LDR WALLIWALK O C5.02 LU x..... z LU z■U � !6 4 Mfr r h •£v% _ r .. <• • !�/////iii//i ' / f :.". + ". �i"�,.//�,,, RAIN GARDEN 4 E s / (TYPICAL) C5.0 CURB &GUTTER TYPICAL C5.01 / i i `mfr„ RAIN GARDEN E ' TYPICAL C5,06 # IYU w.... ... qtq�yy!! @ T .J P O ` 'O .. L BI-DIRECTIONAL RAMP H MODIFIED C5.03 r _ J C CR C5.01 (T1 �'�RQAD CUT I � ,: � (TYPICAL) C� IYA 1 `,10 ! ;y / 1 ; 1 All RAIN ;r" \ / A \SIDEWALK MODIFIED ASPEN VALLEY LAND TRUST (OPEN SPACE) k U m %F 0 SIDEWALK CHASE y' r EXh DATE: C5.03 TYPICAL / PROPOSED STORM SEVK�R, , (TYPICAL RE: C3.01 TO C� 1 W � M LDR WALLIWALK MODIFIED ASPEN VALLEY LAND TRUST (OPEN SPACE) /. / +,-.:,._... -,i. , ,. /. ; ,,.: .'i ..: - r•.,r,. l 1, .....: ':' VAT ...y. _. SLAB ELEVATIONS . ,.. .. ,,. ,.... .1L ,.H, ✓rr :" .,,. :Yr - +, •;r •,, » f,S ws :S C5 LM H i l .._ 3 hPI,A TRCT RAL) nA, ,H CONC ETE PAN 01 1114 I.,. / S °.s C5. 1 (TYPICAL) STAIR GRADING t 5.01 TYPICAL „w , R /f jt IJ to ff l w- E RAIN (GAR ( J STIRGRADIk C5.06 TYPICA ■ -.; C501 TYPICAL : y i �. / „ MEN, s<Yi, /: f3 ' SIDEWALK / t %.Y..... E RAIN GARbfN 3 } _ /tsy ■ C5.06 (TYP(�Ak ;J f Y ,: ok �f r f ■ .t t ■ „- Iy /y t 9P,: - , :.;:..:' :::/, .. : :,:: /:,: ... xls:• Com.. ,. t .:. /fV. 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PHASE I ■ 4? -f�, PROP6f YLINE I AL C5.01 / ) EXISTING BUILDING ERC SIGN CONTROL MAT B ,.--: ■ �\ P8ASE ITYPICAL ( ) (TYPICAL) I(TYPICAL)C5.04 "t PHASE I ROAD CUT I ■ (TYPICAL) C5. , :;' - ~� „ ■ t woo \� WQ ■ - --_...PHASE I ■ > DETAIL DESIGNATION E RAIN GARDEN C5.06 (TYPICAL) SHEET NUM GRAPHIC SCALE 0 20 40 80 SCALE: 1'= 40' 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 �rr r� Tit r�oFAsp ALPIN-E ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 7 • 632 P.O. BOX 9 EDWARDS CO 81 • • - • PH. (970)926-3373 FX. (970)926 3390 2 809003,00 U m Z 0 APPROVED: 0 DATE: 02/15/2013 W � QO O LU Z z LU z■U � Q Z:)In W U■ ■W 2 ■ C1) 5 ■ L ■ W ■ ■ ■ CONCRETE PAD AT TRANSIT D ■ (TYPICAL)C5.04 ■ 3 & GUTTER rA ■ (TYPICAL)C5,01 ■ /. / +,-.:,._... -,i. , ,. /. ; ,,.: .'i ..: - r•.,r,. l 1, .....: ':' VAT ...y. _. 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EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • 2 809003.00 U Y CHECKED: 0 Q Q H CONCRETE'V' 02/15/2013 LU C5.01 TYPICAL / J Q •,;`` ,.✓-may �� � ;. (D - '( z LU B EROSION CONTROL MAT 0- C5.04 (TYPICAL) F SIDEWALK CHASE C5.03 (TYPICAL) B EROSIONCONTROL MAT C5.04(TYPICAL) DETAIL DESIGNATION E RAIN GARDEN C5.06 (TYPICAL) SHEET NUMBER IN A GRAPHIC SCALE 0 20 a0 80 SCALE: 1"= 20' 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 FALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • 2 809003.00 U GLB CHECKED: 0 Q Q DATE: 02/15/2013 LU 0 C G J Q U (D - Z z LU J 0- Cf)m PROJ. 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I / -1-11 --- I— 111, i I � � ": 3;, - , 11; : I ;, I 11, � � . ; % , I i. ,., �' d% / .1 s � � , , . , % ", I - -, � I , '' \ " "% ; 11 / �_' ;.Zt P "I � .1 ... \ if 1 .� � � , . .; . . �1�� � , ", \1 POND 2 LINER NOTES: I : ; / - - �f �. ." X, �1,�, �,��, t'3�, 1. L � , I - - �' -_" W$C1_rT,�bGEOF&STtKGAS 14ALT, , I :: �;: I ; : -,, ,-1MIILIit,­TbP 2" TO CEIN ,JitIIST,�Lt� , "'l, Q` , " d . ,� *,. L�. "" � i i ! �!; ,,;; � 1, ":,\, � , / �� -1 __ - . "I'll _-­ �­ i�LINF I Ij �,, � , I . , i 11 / �_,­ �­�, illl­�%.�,, i / � UY_411,111tx � ; f ;: �, i , . -_ y, . I 1 � ! . , ;,;;,h,-,;, " fl ; � 1. USE FIRESTONE EPDM 45 MIL THICKNESS GEOMEMBRANE LINER. I 11 - 11 �, - CURB ANdGUTTEk AND,OVERLA<1'2'. , 1. � I � �'�;".", � ; 1 i �'! ! i; � ,,, � i i, . : / __� I ".1 /' // I I . �"":. �\ I� � . __ '' _. � 1;1'111��.,11 I ; � � L_ ", " / / �11/X , �,, 2. COVER MATERIAL SHALL BE OF A MIN. OF 18" DEPTH OF SCREENED ON SITE CLEAN ­ 11 I 1 5,1��,, 'I � : � � , t � � , , " " , ,';, J,/ � - , i , , - _____._ - - Z // /" /I I �� ,f I , . .. .1 : I / ___111 . ,.-, ,�/, " �, :: �; . I'll ; � 1� ""l, "f , �"-Ili 1; ", . l-," ;: ; � 1 1 i f . , __ ,` ­',�'�-... " ,/, I" ". � , - , ,f, SOIL WITH FIRESTONE GEOTEXTILE PROTECTION. MATERIAL MUST BE APPROVED BY " e, - ___1d . - f;?-,.,_ I A / � i �:, S;, � .f; - '' / 11 , I .1 ", � .... �� 11 - . � , � , - ;";/, - / I , I , 'LL ... ­­ - - ------- - � � / I . � 1 --fl-, ,�- l" 1� "I ,,, " - , ", �1, . I I � I ; , ;; ir",;,; , / // f HP GEOTECH AND THE FIRESTONE TECHNICAL REPRESENTATIVE ,\ 11 _� , 1� "" jpZA ,,- , //, , / " if, ..... 11-1.1 ..... ­_,.�11 . / "I _-<` ­-_��, - " "', I , "' � , ,,,,, "", ��, " I , / __> %; /,., I 11 I // , , ,;,;1',,.l, '/;1i; . I /I / i , /I i 11 , J, 3. COVER MATERIAL AND LINER SHALL BE PROTECTED DURING REMOVAL OF SEDIMENT ............ .. . ---- ­ lil-",',1�==;�,_:-�­,- -1 -11 I " "Ill "I - , '11^ ,,- ,-- ,, I/ - ; � / .1. .%11 11 � , I / .1 /,//,/,,,' -/"/, f, , , / /i ,� ''', AND MAINTENANCE OPERATIONS. I ...... , - ­ �­-- .....--- --- - ,� , 'l-, I I I '', "/'-'-/-/-l 'f ­:: ...... -4 ..... . . ,_-, , - I _ , .... . .... :'=_� �; 1� -, ;;: o ! " / / " , �l,f, / , I,------,- I .=�=.­,'_'_::-z�_=�-�L�=- .... .... -..4','- _,_.�__,_,--,-_).< k ;:: l �-�::�,� 7 , i - , /, /, I " 4. AN UNDERLAYMENT OF A FIRESTONE GEOTEXTILE SHALL BE PROVIDED. �_,�� 11 I /` , . _--1 . . - . 11 I _­_"__.... �-. / l/"l////`f/ I / I 11 , I . �__ ­ 11 11 1, ,_ " I :� - . V, '�% ,4NZ) I ALI,rON,DrLfNEW � , - _ /? I, , 5. A FIRESTONE TRAINED INSTALLER SHALL INSTALL POND LINER SYSTEM. � . .... ........... 1�% . ___ 1. I 1_' I I ,` I- ­;� -- ­­ - --­ " 1, , / : N ,�d�*"'� - '� , , ­/ , // - __ -, -11 ,_ I "/, 1� . , f / )�,' � L. . , I - -1 "I " " ., 1: / . 11 ­� -11 I .., - fi�E ----- - " I ", "I 11 �11 I ". - ....'..., " io� �, / , I - _ -_ - -- ---.--- _'. - "_ I -�), I I/ 11 � TO LIMIT9ZH,6WU.,5 �*W,�V/il i - / '" 6. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO INSURE FIRESTONE .­ �A"E � E�� ."-, - - - .-' -_ 'XI ,,`_1 " - -1 ".....', I I _,, "I" ", 11 " I'll - / .", I ..A $4E"rFP�LfkER`JNF0rR ill. � dill PROVIDES WARRANTY TO OWNER. - I-,' I I " 11 '1� / I �P, , " 'i"', /; , - ___ - _ � ....... __ - � -, -11, ,x' ", ,/' P �"OLZS � tn� � �, , , _�5 C ,/ - ", , 1 7. CONTRACTOR SHALL ADHERE TO ALL MANUFACTURER RECOMMENDATIONS AND � ­_ - _` " " __,, '. ,,- " ,/1 ', ,,,, " "I ,�11 ;t /1" ��; � : � ,\Ial ,I, 11 , '..'.-ANDINST y A ,;N , , � - - " I ­­ � ­.. ,_ 1, , , '. , - -11, , , I , , , - ­�li// ,//" , '4L4, " /- , , , "'d , Irl, i - - - I ,,� " ,/" T.."', � , I 11 ,�, -�,-_ - --- " - I ,/ , "/ ` / //, 'f, , , i - , / , "/, , i I I S . INSTALL LINER SYSTEM PER THEIR TECHNICAL SPECIFICATIONS, GUIDELINES, . ... .... I - I .., Al � .- - ­ , " " I -// I -1 .. ....... 1-11 ...... � 1- _ ,,, - __. - __ "I. I" " -1 ", "I , / __�, I -:1-1 _ "". - , , , / / . ? , "; AND INSTALLATION GUIDE. . - ,� � ____ , - � , , -. 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MR 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ. NO. 809003.00 DRAWN: JEC CHECKED: Yi:OF: SPS APPROVED: KAK ALPINE 08/31/2012 ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • U Z O Q 0 rY ryQ W O O Q U U Z z LU J a- U) m PROJ. NO. 809003.00 DRAWN: JEC CHECKED: GLIB APPROVED: KAK DATE: 08/31/2012 REVISIONS: 02-15-2013 AD -03 © OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval SITE GRADING PLAN SCALE: 1 "=20' SHEET NUMBER C1 ■ SEE SHEET C1.02 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 ALPINE ENGINEERING INC. 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NO. 809003.00 DRAWN: JEC CHECKED: GLB APPROVED: KAK DATE: 08/31/2012 REVISIONS: 02-15-2013 AD -03 OZARCHITECTURE I BURLINGAME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval ISITE GRADING PLAN SCALE: 1 "=20' SHEET NUMBER C1 08 ARCHITICTURIL, 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 q THE -::M Of A$. ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • GLIB APPROVED: KAK U 08/31/2012 Z O Q � r W O O Q U U Z z LU U) m PROJ. NO. 809003.00 DRAWN: JEC CHECKED: GLIB APPROVED: KAK DATE: 08/31/2012 REVISIONS: 15-02-2013 AD -03 © OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval POND 2 GRADING PLAN SCALE: 1 "=20' SHEET NUMBER C1.09 . I . 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BOX 1531 to EDWARDS, CO 81632 * PH: (970) 926-3373 is FX: (970) 926-3390 * - - _____ = (.) = 0 M 9 g LU 0 i 7>' 0 < 0 0 - 20 = LU I 0 - Of U) ::) < Cn PROJ. NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 15-02-2013 AD -03 @ OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval I vll�"I NII�", PAEPCKE ROAD PLAN & PROFILE SHEET NUMBER C2001 kil-A M (=! C14 0 I-- LLJ LLJ x: C/) LLJ C/) . - ,. 11 � - I I . . -- - � - .... , --- - . - . - - - -- -- � I - - - I - � I 1. , --- " � - �- . � - --- I '.- - 1. - .1 _-I- --' - I - ­ - -- - I - -1- I - - . ,- ", --- - ,- -11- . I - - - --- - - II " --- - � ,. - I ­ - . - - - I . .. -� - - . � . - . - - -, ­ -,-, � . .11 � . - - .1 �. - - 11 I .. "I, � -1 ,-- � - I . - � I . . . . . . " � . 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BOX 1531 @ EDWARDS, GO 81632 * PH: (970) 926-3373 9 FX: (970) 926-3390 * = 809003.00 C) RSL 7;r 0 < r") < Of ry LU 0 2E j 0 < 0 (D :z - UJ I I 0 - Of U) < ZD Cn PROJ. NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 15-02-2013 AD -03 I @ OZARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval 5rEIffT-=. PAEPCIKE ROAD PLAN & PROFILE SCALE: 1 "=20' SHEET NUMBER C2mO2 Cn M M Cn M M N O N 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ. NO. } DRAWN: RSL THE CITY OF ASPEN ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • 8-31-2012 REVISIONS V © OZARCHITECTURE z 0 0 Q ry LU 0 0 Q � 0 z z w U) ZDIn PROJ. NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 15-02-2013 AD -03 © OZARCHITECTURE BURLINGAME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval PAEPCKE ROAD PLAN & PROFILE SCALE: 1 "=20` SHEET NUMBER C2.03 LC -A Lf c IJ U 3 U IJ Li 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 ,t THE CITY OF ASPEN ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • V z 0 Q � w 0 0 Q v 0 Z z Lu C/) m PROJ. NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 15-02-2013 AD -03 © OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval PAEPCKE ROAD PLAN & PROFILE SCALE: 1 "=20` SHEET NUMBER C2.04 ..,,:' °' - ,, � • �. � .. , ' -"'" � .,.'.✓.... ._ - ,.. _. ...... - - - -... -... - �� --- .. � °'"- s' 2 . a•3aij . � Sil���ilEi{g ", . I - .r ...� r ..�.-•^"" - // _ I -.. �, :.. { •. 'gy y- ir� ¢ rc ..::a� •oma . .i:il PVI — RMO = y. HA ROPOSED NG 9 : CONTRACTOR TO VERT EXISTING GRADES AND PROVIDE TO ENGINEER / -- •;:...' i ~'� -� ROAD PRIOR TO CONSTRUCTI00 OF ,1, I PROPOSED CONCRETE PA j --- i 4 I ~Q � tn _j LLI z �- J LU = Lu _ �_. 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W W NZEnz< Z n W '�O w ---- - - F40WLINE OF A: 27+14.16 CURB OR PAN ------...._...... - ................_ - - ISTING 18" RCP STA: 26+76.2 JERT=7815.60' 18" RCP STO M SEWER CURB OR PAN SEE SIGNAGE PLAN FOR ADDITIONAL INFORMATION (SHEET C2.09) SEE TYPICAL ROADWAY SECTIONS FOR PAVEMENT DESIGN (SHEET C2.06 - C2.08) SEE SITE GRADING PLANS - u: FOR ADDITIONAL INFORMATION (SHEET C1.01 - C1.08) C RB FLOWLINE OFFS T AND ELEVATION r00 Q + r aD r �L � �_:Q JLn',,ofLH J (O C7Nn +� r Nr i_ M M r) co 00 rn r- O u7 r 000 r N II II II N N II II r-J:�J W'', W W W > 1N > - - - - - - -- ---- --- O 7C N M 00 Li 0 Cd �K^Y OM !N r- ------ 20W QJ ~ (nW l �� N L0 N 780.; v 5 5 W S 5 - ..... - - -- - -5.00 u . Ul • �-- Qaa 55 as jL (0 00 N O �O;J_:N a) 0') 00E 00 in; 0 0'F_:O � O F_:CV1_n JCSi �Cii JO;�p Jp CrO JNtYN JNS �M 000 000 0 00 0 0 O c0 0 co 0 OD:^o co NN 00 00 0 00 LOrsnr Ul)rLOr !nrsnr Lorsnr- 00rsnr II �J W II ,.-.J W II :� II .-J �J W-.. LJ II II �J �J W W II •_ II �J .-J W; W II II .-J �J W W 00 M ^ 0700 OM NN rr- 0(O r co a o M O rn . to N 0000 0000 00 00 !� co 00 r 0000 �0 0000 rn r`� `F, 27+50 27+00 26+50 26+00 SEE SIGNAGE PLAN FOR ADDITIONAL INFORMATION (SHEET C2.09) SEE TYPICAL ROADWAY SECTIONS FOR PAVEMENT DESIGN (SHEET C2.06 - C2.08) SEE SITE GRADING PLANS - u: FOR ADDITIONAL INFORMATION (SHEET C1.01 - C1.08) C RB FLOWLINE OFFS T AND ELEVATION 1 PAEPCKE ROAD PROFILE STA: 22+75 TO 25+00 HORIZONTAL IZONTAL SCALE:1 "=i VERTICAL SCALE: 1"=10' _ f .------------------ ---- -------------------- -12 nn% -------------------- --- ------------------------- ----- ----- -I ---------------------------- m M -- -- - --- -- — ------ Cn 2 ---------------------------- - ---- - -- - m STA: 22+78.08 m 15" RCP STORM SEWER I IN -7831.93' iv -------------------------------- - ---------------- -------- --- --------- ------------------------------------- ti N N [ULU, U) - Q RSL r �L � �_:Q JLn',,ofLH J (O JO 0_O M LO � t ! F_: Ln i_ M M r) co 00 rn r- O u7 r 000 r 0 ao to r II '', II II II r-J:�J W'', W W W W W W ------------ - ----- - - - - - - -- ---- --- O 7C N M 00 00 L6 0 Cd �K^Y OM !N r- ------ � ^ 23+00 l �� N L0 N 23+50 --------------------------- . - - 1 PAEPCKE ROAD PROFILE STA: 22+75 TO 25+00 HORIZONTAL IZONTAL SCALE:1 "=i VERTICAL SCALE: 1"=10' _ f .------------------ ---- -------------------- -12 nn% -------------------- --- ------------------------- ----- ----- -I ---------------------------- m M -- -- - --- -- — ------ Cn 2 ---------------------------- - ---- - -- - m STA: 22+78.08 m 15" RCP STORM SEWER I IN -7831.93' iv -------------------------------- - ---------------- -------- --- --------- ------------------------------------- ti N N [ULU, U) PAEP6KE ROAD PROFILE STA: �5+00 TO 211+61.92 HORI ONTAL SCALE: 1 11=201 VERTICAL SCALE: 1"=10' - Q RSL r 0 dLO F-: Ln O HO J (O ' �VJ W J r r M LO � t ! F_: Ln fi r F_.: 00 < LO O. J d' • of Or- OrsnO cd -- 00 Ln Lnr- 1 Q— � J J - J Ij .�- W W W W ------------ - ----- - - - - - - -- ---- --- - - 7C pn o�co pry D�pM �K^Y OM !N OD ------ �� 23+00 l PAEP6KE ROAD PROFILE STA: �5+00 TO 211+61.92 HORI ONTAL SCALE: 1 11=201 VERTICAL SCALE: 1"=10' CURB FLOWLINE - U RSL r 0 APPROVED: � _ (TYPICAL) 8-31-2012 W 0 M LO � t ! F_: Ln fi r F_.: 00 < LO O. J d' • of J � sf7 J cd -- 00 00 1 Q— � 0 00 r Lo II M—� Zr �J Lw W ------------ - ----- - - - - - - -- ---- --- - - - c� o�co pry N T �K^Y !N O ------ �� �� l �� N L0 N --------------------------- . - - - ..... - - -- - -5.00 u . Ul CURB FLOWLINE OFFSET U RSL AND ELEVATION 0 APPROVED: � _ (TYPICAL) 8-31-2012 W 0 M LO � t ! F_: Ln fi r F_.: 00 < LO O. J d' • of J � sf7 J r C14i OD 00010 00 00 000 � 0 00 r0r �11 --J Lo II M—� Zr �J W ': W J .11 T W W Uj W o�co Or �K^Y �� �� �� 25+50 L0 Q H 6 C/) M LLl = LLJ H 5D O �N F -:M J ' � 40 N C14 coo 000 un r !nr J �z J W W x N t0 ori � N h 25+00 ARHIJIFOR 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY OF ASPEN I ALPINE I ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531. EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • 2 809003.00 U RSL Z 0 APPROVED: � DATE: 8-31-2012 W 0 2O < 0(D Z 2 - UJ ED PROD. NO. 809003.00 DRAWN: RSL CHECKED: GLIB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 15-02-2013 AD -03 © OZ ARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval PAEPCKE ROAD PLAN & PROFILE SCALE: 1 "=20' SHEET NUMBER C2.05 9 3:1 MAX CUT/FILL O O � ry o 50.0' PAFPCKF ROAD R -O W- 3:1 MAX CUT/FILL I OJiJGI..VVI�JC ' 8" CLASS 6 COMPACTED 6" CLASS 6 SUBGRADE PER BASECOURSE BASECOURSE GEOTECHNICAL REPORT PAEPCKE ROAD WITHOUT ON -STREET PARKING SCALE: 1 "=5' FOR ADDITIONAL INFORMATION & PAVEMENT CONSTRUCTION CONSIDERATIONS SEE HP GEOTECH GEOTECHNICAL REVIEW (JOB # 110165—A DATED 7/7/10, 8/30/10 & 1/23/12), FOR BURLINGAME RANCH, PHASE 2 43.5' PAEPCKE ROAD R.O.W. 0 ry CARPORT (RE: ARCH) 18.0'x9.0' PARKING 4.0% STORAGE (RE: ARCH) PAEPCKE ROAD THRU CARPORT WITH ON -STREET PARKING SCALE: 1 "=5' 0 � PAEPCKE ROAD WITH ON -STREET PARKING G )SCALE: 1"-5 PAEPCKE ROAD WITH TRANSIT/TRASH PADS SCALE: 1"-53 CARPORT (RE: ARCH) 18.0'x9.0' PARKING 4.0% STORAGE (RE: ARCH) 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 NOTES: DRAWN: 1. JOINTS BETWEEN ASPHALT AND CONCRETE 3 APPROVED: SHOULD BE INSPECTED PERIODICALLY AND DATE: 15-02-2013 AD -03 SEALED AS REQUIRED. 2. CARPORTS SHOWN FOR ILLUSTRATIVE EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 9263373 • FX: (970) 926-3390 • PURPOSES. REFER TO ARCHITECTURAL U PLANS FOR ACTUAL CARPORT DIMENSIONS. > O 3. SEE PLAN VIEW FOR LIMITS AND DIMENSIONS LU O OF CURVE WIDENING 0 4. SEE SHEET C2.08 FOR STATION AND SECTION CD .. TABLE. CARPORT (RE: ARCH) 18.0'x9.0' PARKING 4.0% STORAGE (RE: ARCH) PAEPCKE ROAD THRU CARPORT WITH ON -STREET PARKING SCALE: 1 "=5' 0 � PAEPCKE ROAD WITH ON -STREET PARKING G )SCALE: 1"-5 PAEPCKE ROAD WITH TRANSIT/TRASH PADS SCALE: 1"-53 CARPORT (RE: ARCH) 18.0'x9.0' PARKING 4.0% STORAGE (RE: ARCH) 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ. NO. 809003.00 DRAWN: JEC CHECKED: a� APPROVED: THE CITY OF ASPEN DATE: 15-02-2013 AD -03 REVISIONS ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 9263373 • FX: (970) 926-3390 • U Z O y LU O 75 0 < U CD .. � Z W _ _J 0- U) Q ZD m PROJ. NO. 809003.00 DRAWN: JEC CHECKED: GLB, KAK APPROVED: KAK DATE: 15-02-2013 AD -03 REVISIONS © OZ ARCHITECTURE l 1NGAME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval TYPICAL ROAD SECTIONS SCALE: 1 "=5' SHEET NUMBER 3:1 MAX CUT/FILL 0 O 9�i 43.5' PAEPCKE ROAD R.O.W. 00, 5 8'x22' WALK 5.5' ON -STREET 10.0' 10.0' ' (FUTURE) BUFFER PARKING LANE ✓ LANE 3' "V" PAN 2.0' 0 1.0' CLASS 6 SHOULDER OFF-SITE CAPTURE SWALE I I i 6" CONIC. 6" CONC. PARKING AREAS NOT CURB WALL EDGE WALL ( PAVED UNDER A&I. SLOPE TO DRAIN TOWARDS " 5" CON RETE CONCRETE "V" PAN OR 80 mm PERMEABLE CONCRETE "VTEMPORARY DITCH PAVERS 4" ASPHALT PAN (SEE DETAIL) WALL HEIGHT TIERED BOULDER VARIES ;RETAINING WALL (DETAIL F, SCALE: 1"-5' 5' WALK (FUTURE) 5" CONCREI NOTES: L• 1. JOINTS BETWEEN ASPHALT AND CONCRETE 3 APPROVED: SHOULD BE INSPECTED PERIODICALLY AND DATE: IF SHEET C5-01) 2.0% VARIES 2. CARPORTS SHOWN FOR ILLUSTRATIVE 2a% . 2.0% ---------------- PURPOSES. REFER TO ARCHITECTURAL 4.0% I PLANS FOR ACTUAL CARPORT DIMENSIONS. INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • 3. SEE PLAN VIEW FOR LIMITS AND DIMENSIONS z OF CURVE WIDENING \� ry �N 4. SEE SHEET C2.08 FOR STATION AND SECTION 75 TABLE. I 0 .. z Z W _ � W0- l[n 6" CLASS 6COMPACTED BASECOURSE SECTION VARIES SEE DETAIL A C5.06BASECOURSE 8" CLASS 6 SUBGRADE PER GEOTECHNICAL 6" CLASS 6 3" ASPHALT 6" CLASS 6 00, REPORT BASECOURSE BASECOURSE 5, WALK 5.5' (FUTURE) BUFFER PAEPCKE ROAD WITH HEAD IN PARKING & ON -STREET PARKING SCALE: 1"-5' 5' WALK (FUTURE) 5" CONCREI 43.5' PAEPCKE ROAD R.O.W. 5.0' RI,IFFFR 10.0' LANE 2' CATCH b UUNU. EDGE WALL 4" ASPHALT 3:1 MAX 1 2.0% ,._ VARIES ( 2.0% -� (�I IT/ 11 I 1 - -r 10.0' 3' LANE "V" PAN 2.0' CONCRETE "V" PAN (SEE DETAIL) 2.0% 2 18'x9' PARKING (TYPICAL) PARKING AREAS NOT PAVED UNDER A&I. SLOPE TO DRAIN TOWARDS CONCRETE "V" PAN OR TEMPORARY DITCH WALL HEIGHT VARIES 4.0% ROAD WITH HEAD IN PARKING, NO ON -STREET PARKING 3:1 MAX CUT/FILL 1.0' CLASS 6 SHOULDER 43.5' PAEPCKE ROAD R.O.W. 8'x22' ON -STREET 10.0' PARKING LANE FOR ADDITIONAL INFORMATION & PAVEMENT CONSTRUCTION CONSIDERATIONS SEE HP GEOTECH GEOTECHNICAL REVIEW (JOB # 110165-A DATED 7/7/10, 8/30/10 & 1/23/12), FOR BURLINGAME RANCH, PHASE 2 0 00, 10.0' 3' LANE RIBBON CURB RAIN GARDEN PER PLAN 1111!� SCALE: I"=5' OFF-SITE CAPTURE SWALE TIERED BOULDER NOTES: L• 1. JOINTS BETWEEN ASPHALT AND CONCRETE 3 APPROVED: SHOULD BE INSPECTED PERIODICALLY AND DATE: IF SEALED AS REQUIRED. THE CITY Off' ASPS 2. CARPORTS SHOWN FOR ILLUSTRATIVE PURPOSES. REFER TO ARCHITECTURAL PLANS FOR ACTUAL CARPORT DIMENSIONS. INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • 3. SEE PLAN VIEW FOR LIMITS AND DIMENSIONS z OF CURVE WIDENING \� ry �N 4. SEE SHEET C2.08 FOR STATION AND SECTION 75 TABLE. 43.5' PAEPCKE ROAD R.O.W. 5.0' RI,IFFFR 10.0' LANE 2' CATCH b UUNU. EDGE WALL 4" ASPHALT 3:1 MAX 1 2.0% ,._ VARIES ( 2.0% -� (�I IT/ 11 I 1 - -r 10.0' 3' LANE "V" PAN 2.0' CONCRETE "V" PAN (SEE DETAIL) 2.0% 2 18'x9' PARKING (TYPICAL) PARKING AREAS NOT PAVED UNDER A&I. SLOPE TO DRAIN TOWARDS CONCRETE "V" PAN OR TEMPORARY DITCH WALL HEIGHT VARIES 4.0% ROAD WITH HEAD IN PARKING, NO ON -STREET PARKING 3:1 MAX CUT/FILL 1.0' CLASS 6 SHOULDER 43.5' PAEPCKE ROAD R.O.W. 8'x22' ON -STREET 10.0' PARKING LANE FOR ADDITIONAL INFORMATION & PAVEMENT CONSTRUCTION CONSIDERATIONS SEE HP GEOTECH GEOTECHNICAL REVIEW (JOB # 110165-A DATED 7/7/10, 8/30/10 & 1/23/12), FOR BURLINGAME RANCH, PHASE 2 0 00, 10.0' 3' LANE RIBBON CURB RAIN GARDEN PER PLAN 1111!� SCALE: I"=5' OFF-SITE CAPTURE SWALE TIERED BOULDER 5' WALK (FUTURE) 5.0' BUFFER 43.5' PAEPCKE ROAD R.O.W. 10.0' LANE 2' CATCH I CURB I 10.0' LANE 3' RIPBON CURB 3' CONCRETE RIBBON RAIN GARDEN PER PLAN CURB (SEE DETAIL) WALL HEIGHT VARIES 2.0`0 ::: :: .::: 3 3 U ) SCALE: I"=5' 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 RETAINING WALL L• (DETAIL F, SHEET CHECKED: C5-01) APPROVED: KAK DATE: IF REVISIONS THE CITY Off' ASPS 5' WALK (FUTURE) 5.0' BUFFER 43.5' PAEPCKE ROAD R.O.W. 10.0' LANE 2' CATCH I CURB I 10.0' LANE 3' RIPBON CURB 3' CONCRETE RIBBON RAIN GARDEN PER PLAN CURB (SEE DETAIL) WALL HEIGHT VARIES 2.0`0 ::: :: .::: 3 3 U ) SCALE: I"=5' 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ. NO. 809003.00 L• Y CHECKED: GLB, KAK APPROVED: KAK DATE: IF REVISIONS THE CITY Off' ASPS ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • z O ry �N W O 75 �O V V .. z Z W _ � W0- l[n PROJ. NO. 809003.00 DRAWN: JEC CHECKED: GLB, KAK APPROVED: KAK DATE: 15-02-2013 AD -03 REVISIONS © OZ ARCHITECTURE BURLINGAME RANCH - ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans Ldonot require PUD dification, but will require ding Permit approval TYPICAL ROAD SECTIONS SCALE: 1 "=5' SHEET NUMBER C2.07 9 o rry 50' PAEPCKE ROAD R.O.W. 8'x22' ON -STREET PARKING 10.0' 10.0' LANE LANE D SECTION VARIES 8" CLASS 6 COMPACTED SEE DETAIL L, AI.C5.01 BASECOURSE SUBGRADE PER GEOTECHNICAL REPORT PAEPCKE ROAD WITH ON -STREET PARKING CATCH CURB RIGHT SCALE: 1"=5' NOTES: \ 1. JOINTS BETWEEN ASPHALT AND CONCRETE `3 SHOULD BE INSPECTED PERIODICALLY AND SEALED AS REQUIRED. 2. CARPORTS SHOWN FOR ILLUSTRATIVE PURPOSES, REFER TO ARCHITECTURAL PLANS FOR ACTUAL CARPORT DIMENSIONS. 3. SEE PLAN VIEW FOR LIMITS AND DIMENSIONS OF CURVE WIDENING 4. SEE SHEET C2.08 FOR STATION AND SECTION TABLE. FOR ADDITIONAL INFORMATION & PAVEMENT CONSTRUCTION CONSIDERATIONS SEE HP GEOTECH GEOTECHNICAL REVIEW (JOB # 110165—A DATED 7/7/10, 8/30/10 & 1/23/12), FOR BURLINGAME RANCH, PHASE 2 SECTION ROAD STATION 1 PAEPCKE 0+00 — 0+50 9 PAEPCKE 0 1+80 1 PAEPCKE 1+90 — 0 2 PAEPCKE 3+20 — 4+25 9 PAEPCKE 4+30 — 4+40 1 PAEPCKE 4+50 — 4+85 9 PAEPCKE 4+90 — 43.5' PAEPCKE ROAD R.O.W. 2 PAEPCKE 5+25 — 6+60 1 PAEFCKE 6+70 — 5 8'x22' PAEPCKE 8+40 — 8+65 5 PAEPCKE 8+70 — 8+95 3 PAEPCKE WALK 5.5' ON -STREET 10.0' 10.0' 3' 9+90 5 PAEPCKE 10+00 — 10+60 6 (FUTURE) BUFFER PARKING LANE LANE "V" PAN 11+90 — 13+20 5 PAEPCKE 100 — 13+40 6 PAEPCKE 13+50 — 13+75 8 PAEPCKE 13+80 — 14+25 GRADING VARIES 14+30 — 14+70 3 PAEPCKE 4F — 15+90 4f, PAEPCKE 16+00 — 16+20 6 PAEPCKE 16+25 — 16+35 3 PAEPCKE 16+40 — 17+45 5 PAEPCKE 17+50 — 18+40 I PAEPCKE 18+50 OFF-SITE 3 PAEPCKE 19+20 — 19+70 10 PAEPCKE 19+75 — 19+80 8 PAEPCKE 19+90 — 20+50 3 CAPTURE SWALE 20+60 — 21+40 5 6" CONC, 21+50 — 21+90 6" CONC. EDGE PAEPCKE 22+00 — 22+25 8 PAEPCKE 22+30 — 22+75 4 PAEPCKE 22+80 — 23+10 3 CURB WALL 23+20 — 23+60 WALL PAEPCKE 23+65 — 24+05 1 PAEPCKE 24+10 — 24+25 9 PAEPCKE 24+30 5" CON RETE PAEPCKE 24+90 — 27+00 3' CONCRETE RIBBON 80 mm PERMEABLE PAVERS 4" ASPHALT CURB (SEE DETAIL) WALL HEIGHT VARIES I TIERED BOULDER RETAINING WALL 2.0% VARIES (DETAIL F, SHEET C5-01) 3:1 MAX- --' 2 0% 2.0% CUT/FILL SEE DETAIL B, C5.06 6" CLASS 6COMPACTED BASECOURSE SECTION VARIES 8" CLASS 6 SUBGRADE PER 6" CLASS 6 SEE DETAIL L, AI.C5.01 BASECOURSE GEOTECHNICAL REPORT BASECOURSE PAEPCKE ROAD WITH V CURB & ON -STREET PARKING (�O)SCALE: ' 1"-5' o rry 50' PAEPCKE ROAD R.O.W. 8'x22' ON -STREET PARKING 10.0' 10.0' LANE LANE D SECTION VARIES 8" CLASS 6 COMPACTED SEE DETAIL L, AI.C5.01 BASECOURSE SUBGRADE PER GEOTECHNICAL REPORT PAEPCKE ROAD WITH ON -STREET PARKING CATCH CURB RIGHT SCALE: 1"=5' NOTES: \ 1. JOINTS BETWEEN ASPHALT AND CONCRETE `3 SHOULD BE INSPECTED PERIODICALLY AND SEALED AS REQUIRED. 2. CARPORTS SHOWN FOR ILLUSTRATIVE PURPOSES, REFER TO ARCHITECTURAL PLANS FOR ACTUAL CARPORT DIMENSIONS. 3. SEE PLAN VIEW FOR LIMITS AND DIMENSIONS OF CURVE WIDENING 4. SEE SHEET C2.08 FOR STATION AND SECTION TABLE. FOR ADDITIONAL INFORMATION & PAVEMENT CONSTRUCTION CONSIDERATIONS SEE HP GEOTECH GEOTECHNICAL REVIEW (JOB # 110165—A DATED 7/7/10, 8/30/10 & 1/23/12), FOR BURLINGAME RANCH, PHASE 2 SECTION ROAD STATION 1 PAEPCKE 0+00 — 0+50 9 PAEPCKE 0+60 — 1+80 1 PAEPCKE 1+90 — 3+10 2 PAEPCKE 3+20 — 4+25 9 PAEPCKE 4+30 — 4+40 1 PAEPCKE 4+50 — 4+85 9 PAEPCKE 4+90 — 5+20 2 PAEPCKE 5+25 — 6+60 1 PAEFCKE 6+70 — 8+30 6 PAEPCKE 8+40 — 8+65 5 PAEPCKE 8+70 — 8+95 3 PAEPCKE 9+00 — 9+45 4 PAEPCKE 9+50 — 9+90 5 PAEPCKE 10+00 — 10+60 6 PAEPCKE 10+70 — 11+80 3 PAEPCKE 11+90 — 13+20 5 PAEPCKE 13+25 — 13+40 6 PAEPCKE 13+50 — 13+75 8 PAEPCKE 13+80 — 14+25 7 PAEPCKE 14+30 — 14+70 3 PAEPCKE 14+75 — 15+90 5 PAEPCKE 16+00 — 16+20 6 PAEPCKE 16+25 — 16+35 3 PAEPCKE 16+40 — 17+45 5 PAEPCKE 17+50 — 18+40 6 PAEPCKE 18+50 — 19+15 3 PAEPCKE 19+20 — 19+70 10 PAEPCKE 19+75 — 19+80 8 PAEPCKE 19+90 — 20+50 3 PAEPCKE 20+60 — 21+40 5 PAEPCKE 21+50 — 21+90 7 PAEPCKE 22+00 — 22+25 8 PAEPCKE 22+30 — 22+75 4 PAEPCKE 22+80 — 23+10 3 PAEPCKE 23+20 — 23+60 4 PAEPCKE 23+65 — 24+05 1 PAEPCKE 24+10 — 24+25 9 PAEPCKE 24+30 — 24+85 1 PAEPCKE 24+90 — 27+00 NOTE; THIS TABLE INDICATES GENERAL SECTION LOCATION INFORMATION. THE PLAN VIEW SHOULD BE USED FOR EXACT SECTION LOCATION AS THERE ARE MANY TRANSITIONS FROM ONE SECTION TO THE OTHER. 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY OF ASPE ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 . EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • U z O 0 W O 75 jC O < v (D .. Z z W VJ PROJ. NO. 809003.00 DRAWN: JEC CHECKED: GLIB, KAK APPROVED: KAK DATE: 15-02-2013 AD -03 REVISIONS © OZARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval TYPICAL ROAD SECTIONS SCALE: 1 "=5' SHEET NUMBER C2008 <15 5 CROSS WALK STRIPING (TYP) INSTALL W8 SEE DETAIL E C5.01 11 ROAD >. 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STREET ..v,. - ' { ''' - _ SIGN 4 �, , l _--- -,, F - - -- - _. - _ , v �,--- L-1._ _ , Y__-- -_ t - = " A i SEE DET�4fL..E . _\ ONE W. -% - - - - - :.=.If .. i� T 9K -Z--" / HARMONY s '� a �I . / " l 3r: -^ - -- - __ R DOUBLE.- _ \ - __ ROAD �T i 11 _� INSTALL W 2'� 1 %-- INSTAL 6__ 1 - "j '' / 4 -- -_, �R 'w _._. -. -.._ - _ _ .I NO :- / f E TYP1.1. _ STRIPING �Z�: ,..., r __ , { -. PARKING r - _ / - n� , / FIRE „ f _ _, - 1`°''' %i' / :'' i `. -. <,, -.. - - ,., ,xv „ 1. .. - �aNe - r. a : '''I tL ,- __ - fy .. -.... ..-. __. ____ .. . 11 - 1 :•0:=•:°so-••:I: .. .� ids , d .Sr.,' :: i »A'. 1^,..- 't 1 ,: -. --- - , . , M _ BEGIN _ _ ..... STR T SIGN , �. - : I . - KWAY _ s , _-_ -- 1 , A R _ , I 0 GK p SEE DET IL E C 03 � , _ /- 7 ,g INSTALL FF1 1 : - S - , ` NE i ,raw - - ,� _ -- �, INSTALL W11-2 / E Iz= l .{...-�-• .. ,:::: +, -_ � - -- , =E.. .-- i i� .. - CROSS WALK it _ _ ,. WAY ONE WAY STRIPING (TY 'r) R1 , { ) _"ROS'` W INSTALL R6-6 • : STOP EAR INSTALL R6-1% STRIPING (TYP) ___ STRIPING; (TYP), OAR : I "f !-,1. - ,':` / �- '' - , . ,�' INSTALL W11-2 I ' , V ,% - - -. - -- : . _�""� - _ - RELOCATE (2) NISI ING R5-1 _..._. -- - - -_.._ ._ . __ . ----- FROM SOUTH-IkTERSECTION - - - - �! OF ON ROAD AND .11 _. __ 1, I,.. t HA Y R /- _ _ --\ t - �dlld G STOCK PARKWAY ,.INSTALL W11 - 1._.-1. -_ T f, : .. . ,` - - - _ _ -- --- _ -- . `, . _ FORGE ROAD _ - - --- - I - / I ` -- - . ._. ... - _.___ _. ._ ----- - --- --- -- --- ---- --- _ _ - --- - - -- - --- _ a - - .) - --------- - R 11 i INSTALL R3 2 / ._ ___ .__ V - _1 �,i, - __ , % I -- GRAPHIC SCALE /\ 1, I ., " / on - ;- -:.. I _t. � 1 /, -- 0 60 210 1 - - _ t _ .. _.y_______', I .. -tel I I , �. _ \ _� - �` 1 SCALE 1 60 _.- __ - , - - r ---- - _ `� ___ , \ -- -. �`" GENERAL NOTES: \ 1 THE 2009 EDITION OF THE FHWA !` J i - ALL SIGNAGE AND STRIPING SHALL CONFORM TO \ ` •@°'` •••,Es: l�{€{{„s..i'< MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 1� ` r -, , ✓ ---_- .- __._---- .M -1 , ---------- { .,f� � . w= t-. _�_-- ---"----------- 2. REFER TO DETAIL E, SHEET C5.03 FOR SIGN POST DETAILS nt­ �����-tM4R>tlMlir'. '_Waw. � BAR TO BE WHITE 24" WIDE THERMOPLASTIC \'\\--------------- _�- 3. STOP, _ -�_ ;r11 --------------------- _--_ _ ---- / `----,-___--- 4. CROSSWALK. STRIPING TO BE CENTERED ON CURB RAMPS, 8' LONG, 2' WIDE "I 11WITH A 2' GAP BETWEEN STRIPES AND SHALL BE THERMOPLASTIC. , ; CE2RH�����������. ----- - - --- --- ---- --- - - I 5. GRIND AND EMBED THERMOPLASTIC PAVEMENT MARKINGS. f :I 6. PAINT SHALL BE EPDXY AND CONFORM TO CDOT SPECIFICATIONS. ' 7. THERMOPLASTIC PAVEMENT MARKINGS SHALL CONFORM TO CDOT SPECIFICATIONS. id i:' I 1, 3 _ , 9 rA 0�". W� d 0 ARNHEM[ 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY OF ASPEN ALPINE�__ - - - ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.0. BOX 1531 • EDWARDS, CO 81632 •PH. (970)926-3373 • FX.(970j326-3390• 2 U � Z o 9 g LU � Q O Zz LU .J 12- W Q Z) m PROJ. NO. 809003.00 DRAWN: MCW CHECKED: GLB APPROVED: KAK DATE: 08-31-2012 REVISIONS: 15-02-2013 AD -03 © OZ ARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval SHEET TITLE: SIGNAGE & STRIPING PLAN SCALE: 1 "=60' SHEET NUMBER C2009 PAPIp- N7 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROD. NO. 809003.00 DRAWN: TSL CHECKED: GLB, KAK APPROVED: KAK THE CITY OF ASPAE 08-31-2012 REVISIONS: 02-15-2013 AD -03 © OZ ARCHITECTURE ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • Z UJ 0 2 J 0 Q c� z z,_,_i Q m PROD. NO. 809003.00 DRAWN: TSL CHECKED: GLB, KAK APPROVED: KAK DATE: 08-31-2012 REVISIONS: 02-15-2013 AD -03 © OZ ARCHITECTURE ME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval CURB PROFILES SCALE: 1 "=20' SHEET NUMBER C2m10 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 HE CITY OF ALPE ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • U Z 0 Q Q DC � w o 75; 1 o Q U (D Z Zw 10. ry C) Q m PROD. NO. 809003.00 DRAWN: TSL CHECKED: GLB, KAK APPROVED: KAK DATE: 08-31-2012 REVISIONS: 02-15-2013 AD -03 © OZ ARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require ;Building Permit approval SHEET TITLE: CURB PROFILES SCALE: 1 "=20' SHEET NUMBER 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 CITY OF ASPE ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • z U � Z o UJ o Q o0 C) (D z ZW J d U) D a m PROJ. NO. 809003.00 DRAWN: TSL CHECKED: GLB, KAK APPROVED: KAK DATE: 08-31-2012 REVISIONS: 02-15-2013 AD -03 © OZ ARCHITECTURE ME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval CURB PROFILES SCALE: 1 "=20' SHEET NUMBER C2012 r7 NNCNIiECI�flE 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ, NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK THE CITY OF ASPEN ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • 15-02-2013 AD -03 © OZARCHITECTURE U z 0 Q 0 w 0 0 Q U Z z w J a- U) Z:) m PROJ, NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 15-02-2013 AD -03 © OZARCHITECTURE BURLINGAME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval PAEPCKE ROAD RIGHT CURB FLOWLINE PLAN AND PROFILE SCALE: 1 "=20' SHEET NUMBER C2.19 LVA 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ. NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK THE CITY OF ASPEN ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 . EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • 15-02-2013 AD -03 © OZARCHITECTURE U Z 0 Q ry � UJ 0 0 Q � z z w J o - C/) `t ZD M PROJ. NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 15-02-2013 AD -03 © OZARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval PAEPCKE ROAD RIGHT CURB FLOWLINE PLAN AND PROFILE SCALE: 1 "=20' SHEET NUMBER C2.20 G' 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 SL THF CITY OF ASPEN ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • GLB, KAK APPROVED: V DATE: z 0 Q � UJ 0 0 Q � (D z z w CL U) m PROJ. NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 15-02-2013 AD -03 © OZARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval SHEET TITLE: PAEPCKE ROAD RIGHT CURB FLOWLINE PLAN AND PROFILE SCALE: 1 "=20` SHEET NUMBER C2.21 rim U 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY OF ASPEN ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 . EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • C) z 0 < 0 Of w 0 0 Q C) (D z z w U) ZDin PROJ. 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NO. 809003.00 I * THE CITY OFASPEN ALPINE � �� __� �_� �� . - - _� - �_ � - - � - - - - ENGINEERING INC. EDWARDS BUSINESS CENTER 3451 0 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 a EDWARDS, CO 81632 * PH: (970) 926-3373 e FX: (970) 926-3390 9 - - = REVISIONS . (.) @ OZARCHITECTURE = 0 < 0 < 1 r O:f LU 0 75 i 0 < 0 (D - . Z: 27 UJ CL LA. U) < ZD M PROJ. NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS . 15-02-2013 AD -03 @ OZARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans I do not require PUD modification, but will require Building Permit approval _ SHEET TITLE: PAEPCKE ROAD LEFT CURB FLOWILINE PLAN AND PROFILE SCALE: 1 "=20' SHEET NUMBER C2024 2� co O N U w LU U) LU LU Cn 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ, NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK THE CIT' OF ASPEN ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • 15-02-2013 AD -03 © OZARCHITECTURE U z 0 Q � UJ 0 0 Q t...a CD z z LU z a- U) ZD M PROJ, NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 15-02-2013 AD -03 © OZARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval SHEET TITLE: PAEPCKE ROAD LEFT CURB FLOWLINE PLAN AND PROFILE SCALE: 1 "=20' SHEET NUMBER C2.25 Cn M M U) M M IV O N 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ. NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK THE CITY OF ASPEN ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 . EDWARDS, CO 81632 • PH: (970) 9263373 • FX: (970) 926-3390 • 15-02-2013 AD -03 © OZARCHITECTURE U z 0 Q o LU 0 0 Q � C� Z z LU U) ZD Q 00 PROJ. NO. 809003.00 DRAWN: RSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 15-02-2013 AD -03 © OZARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval PAEPCKE ROAD LEFT CURB FLOWLINE PLAN AND PROFILE SCALE: 1 "=20' SHEET NUMBER C2.26 LO O N C) LLI LLJ U) LLJ w 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY OF ASPEN ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • m m cn m m c� IV O W U z 0 0 LU 0 0 Q U z z LU ry U) :D Q m PROJ. 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I I . 7­j;,­­s� �� � I . ,Ai_ � . , - ­1­�,," V",-0, ­,� � �N ! �4 , , , "I "I � , : -1 I/ , , �,� - ­­'4�i ��,�,-,,� _� : i I `� - .- I ". " , � s,� __ " , , " ­.,� � ..-- Is I � / �, " , . , _,� " , - , , - -, - V 7.i , -.;� 1 1,� I -, � - V�� - --!,:� "'.4- , , 11 � "I. I .., - �., . ,!;,:� �� .4 - I 4 2614'i , I _� , __ - ,; Is" 1, /. ;1 , , L - " -t: - ,� , i, '7� � I "I , !, , . , �- I ,j - - ' — - _ 11 ­--, , I I/ �, �/ , '. I : 1 .., I SPECIFICATIONS TO GOVERN THE CONSTRUCTION OF POND 2: Preparation of Foundation for Dam - All vegetable matter of every description, including roots to a depth of two feet, shall be removed from the entire area upon which the dam will rest, together with boggy or unstable materials and deposited outside the toes of the dam. The banks of the stream channel shall be dressed to a slope of about 1-1/2:1. A cutoff trench, with sloping sides and a bottom width of not less than 5 feet and depth of 4 feet, shall then ath the center line of the dam the full length thereof, which trench shall be refilled with the most impervious materials available. The foundation of the dam shall then be lightly plowed lengthwise of the dam, to provide proper contact between the foundation and the dam embankment. ; Placing of Dam Embankment - The materials shall be placed in the cutoff trench and in the embankment of the dam in layers not exceeding 6 inches in thickness, after which each layer shall be thoroughly compacted by a heavily loaded disc cultivator, a corrugated or sheep's foot roller, or the treads of a caterpillar or trucks used in the construction. During the construction period, the top of the embankment shall be maintained as a horizontal plane the full width and length thereof, and no side dumping of materials shall be permitted. The materials shall at all times contain sufficient moisture to provide proper compaction. Puddling of material with water shall not be permitted. No frozen a - The upstream face material or large clods or stones shall be incorporated into the d m of the dam shall be constructed with a slope not steeper than 1-1/2:1, and the downstream face on a slope not steeper than 2: 1. The crest or top of the finished dam shall not be less than 8 feet in width. materials, such as clay loam, or a mixture of clay and sand, and the downstream The upstream two-thirds of the dam shall be constructed of the most impervious one-third of more pervious material, such as sand or gravel. . Provide 957. AASHTO T99 density compaction of all pond embankment fill material. 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STRAW) INLET PROTECTION IN ALL : INSTALL EROSION LOG (EXCELSIOR OR �: AREA INLETS DURING CONSTRUCTION. ; !!!'41!llw-.t�'H�"F-iuqwt�,�-illr�M: IM14"M M".111MOPHYRTMI "MIMIR 49pig-py 3 J! , � ... -R.Mn � NOTE: i ALL DRAINAGE FACILITIES SHOULD BE 11 � PERIODICALLY INSPECTED AND ill", Z Ii MAINTAINED TO PREVENT CLOGGING. Fi P. :: DO NOT USE MULCH OR WOOD CHIP 1: 1; LANDSCAPING NEAR STORM INLETS. 2 0 - .. 9 IM .11-HIN "HIMIE ?B �i�;:t�"��:tt--�i��tiftf..,*Ii-5,.31. 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RUMRF __ ______ ___ ___ __ 10O)r i WSE=7788.17 i : M N > -6 - Z . - P�_ -j z a a. - - Fo 0 F5 (0 11 0� ) - _j < . ug >- ca M b > ,_ Z�i 0,4(og � -,, 7 ;= Uj 0) 1.4, �_ �� 1� �, =) 11 6j L) �- I - 0 Z I ce) =) � >; 5 -6 -, a E 9 9 .1-35A8.3 _j b _j < _: 00 a r� .- CD r - _j I A ._j M: =) . M � Z: 0 3 t- F- >; M 8 § g 5 )f WSE-7787.49--_ I 18" RCP WQC\ . 48 LF @, - F'� ( WSE-7787.0 I I .. , I ?.()% ,� PERMANENT POOL I .. WSE=7786.65' I , . I . . : � . �� � __ �­ �.__ _ �. - �. : . 7780 -_ - ­ ___­ I_— - ------- --- - 1-1 11 � ",,,-- I --- 1- _i ----- - ---------- -- - CON U) T 2 - � SE�p _/ 6.25'xi5.25' PRO14DE 14 LF 9' D50 COLLARS PER DETAIL C RIPRAP PER DETAIL 0 I SHEET C5,08 � SHEET C5.02 : : ! mr -t-----i_ I 29.1, — I 0% � .ffig I 1 1 � 7790 0+50 0+00 —13R ' PROFILE lf� ` - ) - - ); J30 — 130 0+61.97 7800 FINAL FINISH GRADE INSTALL C900 PIPE - 7790 EXISTING GROUND- INZWE 0+00 — i -IF A2.0 _@�7_ ---- 5a� �, - 0+19.01 P 0 J30-130 - to ! EXISTING 1 ! � �- 4 LU CY) b q 2j & � 2 _j �r) ,- N C-4 - < - 21 C6 W LL . F- r., X , =) ,0' ,-r11 < c6 W 11 =) r,- 11 F I'_ M . m r - "T �- N =) P, Z N :) 7 11 _0 -0 0 2 �,; , > 6 >; (? 2Z Z - _Z fl) -.z ---------------------- . -_ ; ; — i -IF A2.0 _@�7_ ---- 5a� �, - 0+19.01 P 0 J30-130 7800 FINAL FINISH 7790 : ; t ----------- F_ ! EXISTING 1 ! � W b q _j 9 3 778500 1 - _j 0 < UJ b C3 _j f�-_ if If Q� (0 < I 0, q a �_ � 4M " " Z) 0 0 0 . _� 1- N 11 rl- 11 M N > -6 - Z 9 :� __� 7800 FINAL FINISH 7790 : ; t ----------- - TN'STAILL --- - ------- - --- ------- � --------- - - - I ! EXISTING 1 ! � C900 PIPE GROUND 1! LWYW AWV — __ — — 778500 1 KAK 0+00 0+42.62 __ ___ - & - ARWHEIM 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 SP ----- ITHE CITY OFA EN I ALPINE � - — ............... .............. =. — — � — - � �__ — -:� = - — - — == ..................� � . — — � --= - — �� ==== EDWARDS BUSINESS CENTER ENGINEERING INC. � U510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 * EDWARDS, CO 81632 e PH: (970) 926-3373 * FX: (970) 926-3390 a = 0 0 Z: 0 9 g 0 LLJ _j � 0 < 0 — 0 Z: :Z W 0- --j U) W < M PROJ. NO, IIIIIIIIIIIIIIIIIII 809003.00 DRAWN: MW/HM CHECKED: GLB/KAK APPROVED: KAK DATE: 08/31/2012 REVISIONS: 15-02-2013 AD -03 I @ OZARCHITECTURE _ -_ - 1 ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval o 0111=1 11ILt: STORM SEWER PLAN SCALE: V=20' SHEET NUMBER CY) SHEET INDEX MAP SCALE: 1"=500'1 GENERAL NOTES:. 1. STORM SEWER STRUCTURE TYPES REFER TO THE COLORADO DEPARTMENT OF TRANSPORTATION M & S STANDARDS, CDOT STANDARD SPECIFICATIONS, OR ARE INCLUDED ON THE DETAIL SHEETS. 2. STORM SEWER ELEVATIONS SHOWN ARE AT PIPE INVERT UNLESS OTHERWISE SPECIFIED. 3. ALL HDPE STORM PIPE GREATER THAN 8" TO BE ADS N-12—HP, SMOOTH INTERIOR WALL PIPE. 4" SUBDRAIN PIPE TO BE SDR 35 PVC UNLESS OTHERWISE NOTED. 4. PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG THE CENTERLINE OF PIPE FROM INSIDE FACE OF INLET (OR MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE). 5. PIPE LENGTHS FOR LAST RUN AT OUTFALLS DO NOT INCLUDE FLARED END SECTIONS. 6. STORM DRAINAGE FACILI-nES NEED TO BE PERIODICALLY INSPECTED AND MAINTAINED TO INSURE PROPER FUNCTION. 7. STORM SEWER STATIONING IS INDEPENDENT OF ROAD STATIONING. STORM SEWER STATIONING CORRELATES TO THE CENTERLINE OF STORM SEWER PIPE AND THE CENTER OF INLET BOXES OR MANHOLES. 8. INSTALL ALL GAS AND ELECTRIC SERVICES AND MAINS ABOVE STORM SEWER EXCEPT WHERE NOTED. IF A CONFLICT EXISTS INSTALL SHALLOWS BELOW STORM SEWER. 9. ALL CONCRETE INLET BOXES SHALL HAVE A 9" SUMP BELOW THE ET -PER COA STANDARDS. CO. A LL STd-RA' W IAMETER AND LA E T RACKS !�§�DETAILS B AND G, SHEET C5.05). 3 11. PROVIDE MIN. 1' VERTICA-1 3' H I ON AL EPARATIO BETWE N AS WER AND ANY OTHER UTILITY LINE. 2. ALL PERrO_k_ATE_6 0' ON CH A— 0 L IN GARDENS AND S ND FIL RS. 13. UZ�-t AUZ:i N -1Z Hta I ­UK 1Z UIAMtIER AND LARGER STORM PIPE. USE ADS N-12 WT FOR PIPES SMALLER THAN 12" DIAMETER. GRAPHIC SCALE 0 20 4 0 8 0 MEMO SCALE: r- 20' CURB INLETS INSTALL SILT SACKS IN ALL CURB INLETS DURING CONSTRUCTION AREA INLETS INSTALL EROSION LOG (EXCELSIOR OR STRAW) INLET PROTECTION IN ALL AREA INLETS DURING CONSTRUCTION. NOTE: ALL DRAINAGE FAC-ILITIES SHOULD BE PERIODICALLY INSPECTED AND MAINTAINED TO PREVENT CLOGGING. DO NOT USE MULCH OR WOOD CHIP LANDSCAPING NEAR STORM INLETS. PROFILE SCALE HORIZ: I" = 20' VERT: I"= 10' JUt:KPJKAIN PIPEFEK PLATE AT END 'NV. IN 4 U%E(PLATEA��. 'TAIL C .06- LINDERI)RA001PE PER OF U D8RDRAi kloi LI"DEIRDRAIN-7838 79' 12- v INV. _-7 D IN1=7 ZN DETAIL G SHEET PER D'F-T) OLIT=7830.00,'. D INV. IN 4" C§W 00, LET ..UNDERDRAIN=7836.3 NV,.t K� FF2 .1442A(,; OPJUN=7837.9�. b S BD )N Fl ­`7"831 3 -3 Al 41 �'6:0" V 7 _T -g I�" 1 1 5 A A37 VAI ---- - -- ---- A -T-QII-LINE C: IrT �iw­ MA, S H MT ... ... ... . WA_ t 78-14. N % N- V ­ 0 iF J '12 - ------ --- -4, - y, ...... .. . .. .... _77 7- 04-50 2 .5 -- ------ - - -- -- ------ - --------- - 0 wrUml-4 MM- A 32A2 2.�: 'miLOQ - - - --_ INV. --------- - ----- A9 -7 5 - ---------- - =781 AA,� --------- - 12 DPF ---- --------- - ----- ?3 4 4f'@ 2.0% 4 - ------ kit NU -7 7 '0 08 t j 8 1300 Ta, �A---- ---------------- ET ---------- ----- 7 - -------------- - 7� A-- E T'EN j OF -A - - ---------- - - ----- D-------- ---- L G S11 -_ET - -- - - ----- -- ----- POETR-AT DI OVIDE 0.40 A ORIFICE PLATE/ 27 611 P AT END OF UNDERDRAIN PI, E PER DETAIL Or� 7,4 44MET C5. "Al INV. IN 4"UNDERDkAIN=7815.6-4' %- ---------- ----------- ------- �­_7825—' - --- ----------- -- J ---A INL 4, ;t ij- 7,412.41 'T': m 7 t 4� 7 u 77, FENIFFF47pON 1 1--0-78 ' 9 7 6 - --- - ----- INV. ULWUT=IM A. �1. 11 41 -0 0- 18"x 1 - - ------ 50 - ------- ---- ----- UTFA RIPRA 3UT PER D IL" Z 4 1.50, mofi; AT AL - ---- - ---- kmi RAIN:GARDENS _94 I' 3 _3 2" AREK /i'T CUJRB INLET 7-1: RIM= 7816 �5f A 4- :-)R �IC E ,,IiIM--;: 7810.77' 6 _JKV, lt4 A�_41JBDRAIN, _5 'V 1114W. IN (E)=7806.60' INV. OUT=78_1r R ONAP F 4 + U 1 :,PER .. .......... [Vz (N&W)=7805.30- 33A- 12- rff,,F L r - MA hi�'Kn - ---- - --- 7;.�C�,.'­f. A, 7 41N 4 SUBDRAIN ;V, =0&4' 3 --PROVIDE 05.1(Y - 1C T,� , �<, ­ I � . i ... -_ 1 71- 7 Z �4" C5.06E (TY IN - - -- ------- P. A3 I NIQ QUTF* INV 1 T ---------- 31 Ptl DIA`Q, WfibE PLATE -AT . .... --pal 4 EP D D 'IN PIPE YFIII�DE A - - - ------- 5 -JUK V STORM SEWE R oil _7 13\ j� IQ5-O6.__I NV. I N_4" j- ? LF� _PERFIDETAIL GSHEET . ....... . . . EASEMENT fT 40� -in �7 - --� - - , I �ji CONC. MANHOLI : f4z�DEFD k) J-&3,47 QONq* RIM- 78("' -,8108.60. -- - - ------- --- 1 AT -7- - " 1��` -, 11" 1 .11 ,, _ 'k 't , � EAN TIN A Eji B::, MANR0,LE---", INV. IN=760�719, -P M INV. OLJT-"ZM,..m Co 4r ':3 7 J3M 7 IT 3, 3, F F N N� 'X� 15 V, . ........ . 'PAY: _'_ANV. f - ------ X. .,*oA A i r yi V -7 :V ATJ M k3P 2'x TDOUBLE _7f T� x 7, CURB INLET V) v - vl­, RIM= 7800;00! MA"OLI N < 'T, OU. y 5 --7 INV. IN (18')=7795.59' - - ----------- p S, IN (15")-=7795.70f ED - -- ---- ----- 2 #RV.,0UTi;;m7795.39' EWER -- --v � - E -M JL_ 10k, 5, 11 1 --1 L '6VIDE 31�8- DIA ORIFICE.:, ----- - -- - ---- - A�, _J; % Me TE AT 50 01,,A END OF.. V �k, & UNDERDRAt, P_ -- - - -------- )2-+uv UF1 U Ulnjmi�� ---------- X n ---------- ----- 6' 131415 SHEE�TP&06. I AN 4" K! i sl k ------ ---- -- - ---- - ---- - -- U413, ... E_RDRAIW6k.8k-,,_, --- ------- - - - ---------- - - ----- - ---- 7: - ------ - ---- - -- X, - --- -------- ------ 4 - -77-77 ----- - ---- ---------- :, �-�h +_3 . . ..... . ..... ------ - - - -- -Ti - ------- -- lc� ---- - --------------- ------------- x 0 777� - -- --- X, ­, x A ------------------------------------ - - - ----- ----- INV IN=7' _s, A,: '77F T i J,- ---------------- J­:� -COUT47 ------------- - - - -- -------- - - INV LLJ �,SOL ;k iN - --- ---- - -- --- ------------ �JJN b N - B02- 7 N' J -3%3_01W AbCT CONCRETE H nWALL.., --T I RA, J-3 "ONIC. BOX WITWT NCRETE LID 7800 30' INV. IN(18" & 07' INV. OUT=77 78 IF bONC.MANHOLE RIM= 77993 A 7. IN=7794j7O' D3 INV,, 44 )J3—, i.`,OUT=779!1`92' -YR HGL — - - - - - — 5 -YR EGL . . . . . . . . 3 100—HGL — — — — — — — 00—EGL - - � . . . . . . . . lit -PROFILE J3[D2—J3Ll W W W III x 0 "in R -(jw z 0 t7y d W - Q z 0 0 111-0 C4) UJI 0 rL Of Ui CIL Uj LC 0 2: 3 a. III LU 0 b jL a -);o z Z F, �_ LU LU _j 0 LU o x z 0 �t - 00 z Z:) 13 LU z N CQ 0 LLI . of � � La" :.� - CL =) >; _j Z LU ��; 0z '? 0 9 CL 6- 5 a Z 5 FINISH GRADE U I— 32 LF @ 1.0% *CPO W W U� Z r, S 0 r U) ;r 0 = - 2!z z 0 C? z;z Z r R E JT 8 )t'_ _7 N ;$ T I v n. SUBDRAIN48 I-3K-2"x3CURBINLET` Al, INV V IA- 12" k,IN ET -1 Oul RIM=,7810.76'i �80 0 '00 7811 01"J' INV. IN=7806 50' IA -Z) INIV. OUT=7806.30'. PROVIDE 7-6 It/ Q SEWER. 6417I.V 'j. M"DIA ORIF'CE -4, EMENT IT 3.03 CIRATIEt '7802 'n V. 0 T TAIL G Er JV, ER I P PER DE HUM. EET, C3 rDIA A SH A­ MATC C3 A UNDERDRAIN=7808.59 '7 8 '417., 10? C5.06. INV. IN 0 2 FVI CONCRETE R DETA1 -6 7 C5.6 4, �4 MANHOLE I= .X��J�ET ja INV. OUT=7809.75' RIfA= 7802.15' A j4N 5e 28A- 12" AREA INLET INV 1; V, 47�)PERF. Pv 4" .0 1GRATE-12" PEDESTRIAN INV IN R04,� INV. OUT --'-i 3A 1299 CGPy­ CkEANQ r-,UWjr.- RIM1=7013.0' A 5 am % 7 77 -30-, INV. OUtii7`808. Q�! + S H T C3.02 E-101_, % 14: 1�5, V11 Vl_ All M SHEET C3.01., ATCHLINN, A ­ - ---- la-3Q- 12" AR A 1�3S-'t'xTDOUSLE A F W, G5 RIM= tzW < 'CURB INLET', V;i A 1NV,-iN 41 SU klm= Isoor.001, v� - - ---- 11114V. OUT= _77 U T. 4 v, INV" 0 �796.14' 7 Z- PT _4 tA B A OULDER V�ALL PENETU�­ ------- ---- _IX X J-KL-42"I�ui­qA' 'N W PROFILE _1 W PROFILE 13L -27A 0 E; do A z 1: . r._ 0 W I-_ 0 - < z 04 11 - LLI LU Z UJ M I-_ a. _j W !�= UJ U� F- Uj o LLJ z I- a. L.Lj CD W (n j3D2—J3D LLJ zw LL, T L q < CD g<0 C,_0 L -U, co C Z LLI PROFILE Go W zb-mo 8 (L LU F- 2L W 0 LU _j �n 0 z < LaLl (CD x 0 CO LU - co Z - 7- 7 Z OD < < Z 00 p Z, Lo (5 ;3 I<- r M ?R it q I. 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EXISTING _2 y z c� Ii r- > > > =)l � U-Winz o r- I__ 0 LLJ U) li� GROUND C? z 0 a. 0 Cc I[ C,� — R Z Z 0 a. 0 :D EXISTING GROUNE L) CO FINAL FINIPH o 0 E 11 GRADE CY) P Z LU �;; 1 0 > Z: 6 z 7820 !L ............... ------ - --------------- ---------------------- --- . . .. . ........... __1 - - - - - -------- - — -- - - - - - --------- --------------------------------- ----------------------------- <_ z FWAL-RULSH- FINISH 7810 W W 0 -5 rZ GRADE GRADE < LL 11 Z'o EXISTING GROUND [)PF_ g =Z) Z_ 12" HDPE N 'K? 8 W C� (n . ... . .. ....... ............ ...... . .... . 0 > jr ELI 0 1_9 8 104.8 LF .F @ 1. 4'16 z g P, -4- 0 OD 11 - --------- x > O�gx 1�11'x' Li 0 "D > CL Uj U) V) a: t ­t LU V) a. v) r R E JT 8 )t'_ _7 N ;$ T I v n. SUBDRAIN48 I-3K-2"x3CURBINLET` Al, INV V IA- 12" k,IN ET -1 Oul RIM=,7810.76'i �80 0 '00 7811 01"J' INV. IN=7806 50' IA -Z) INIV. OUT=7806.30'. PROVIDE 7-6 It/ Q SEWER. 6417I.V 'j. M"DIA ORIF'CE -4, EMENT IT 3.03 CIRATIEt '7802 'n V. 0 T TAIL G Er JV, ER I P PER DE HUM. EET, C3 rDIA A SH A­ MATC C3 A UNDERDRAIN=7808.59 '7 8 '417., 10? C5.06. INV. IN 0 2 FVI CONCRETE R DETA1 -6 7 C5.6 4, �4 MANHOLE I= .X��J�ET ja INV. OUT=7809.75' RIfA= 7802.15' A j4N 5e 28A- 12" AREA INLET INV 1; V, 47�)PERF. Pv 4" .0 1GRATE-12" PEDESTRIAN INV IN R04,� INV. OUT --'-i 3A 1299 CGPy­ CkEANQ r-,UWjr.- RIM1=7013.0' A 5 am % 7 77 -30-, INV. OUtii7`808. Q�! + S H T C3.02 E-101_, % 14: 1�5, V11 Vl_ All M SHEET C3.01., ATCHLINN, A ­ - ---- la-3Q- 12" AR A 1�3S-'t'xTDOUSLE A F W, G5 RIM= tzW < 'CURB INLET', V;i A 1NV,-iN 41 SU klm= Isoor.001, v� - - ---- 11114V. OUT= _77 U T. 4 v, INV" 0 �796.14' 7 Z- PT _4 tA B A OULDER V�ALL PENETU�­ ------- ---- _IX X J-KL-42"I�ui­qA' 'N W PROFILE _1 W PROFILE 13L -27A 0 E; do A z 1: . r._ 0 W I-_ 0 - < z 04 11 - LLI LU Z UJ M I-_ a. _j W !�= UJ U� F- Uj o LLJ z I- a. 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EXISTING _2 y z c� Ii r- > > > =)l � U-Winz o r- I__ 0 LLJ U) li� GROUND C? z 0 a. 0 Cc I[ C,� — R Z Z 0 a. 0 :D EXISTING GROUNE L) CO FINAL FINIPH o 0 E 11 GRADE CY) P Z LU �;; 1 0 > Z: 6 z 7820 !L ............... ------ - --------------- ---------------------- --- . . .. . ........... __1 - - - - - -------- - — -- - - - - - --------- --------------------------------- ----------------------------- <_ z FWAL-RULSH- FINISH 7810 W W 0 -5 rZ GRADE GRADE < LL 11 Z'o EXISTING GROUND [)PF_ g =Z) Z_ 12" HDPE N 'K? 8 W C� (n - 10 z ;r -------- - -- - 0 > jr ELI 0 1_9 8 1,x z W 0 CO 0 9 z --------------- ------------- P, -4- 0 OD 11 - --------- 117 > > 5z W U) -Z 11 _j 2 > > it z z 3 z z 0) 11 a: 0 0 in 06 :D co L) 0 U) < in b �2 F- 00 Cc 0- 0+22.80 D z o z .a. 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U: UJ 0 FF) b 0- Lij 09 LU L0 rl- _j . - LL LU C) _LL,1 co - L") t5ll o a: I-- T) 17 D F- T-- IL LLI 0 z LU Z" 0 Z, M, LLJ < = 0 �- 0 0 LIJ LU PI- C13 < Z') C) 00 11 F_ T _j x _j LLJ 0 X Z Cl F- C:, < LU _N C-0 0 N co o z W 11 ;>;gL0LJ�>;0 L� C� 2 > 0�_Jzw z c) Z;) C) of 9 il iL:D 0 Z:3 - 5 --- - ------------------------------------ 7 EXISTING GROUNDL 15" RCP 20.1 LF @ 2.2% 7790 < I - M 781DT -------- - -- - Z oi if rn 7801 W - ------- -------- - - 00 15" RCP r - __j 0 W 24"RCP '111% 0, DA2VV J7" 3 z C) 0 LO 06 .J 0— 29 LF ra) U) < in 0+00 041 0+22.80 ;t CD 00 z z o CM 11 Cn 0 wow 6 (X J M co 0- FO walm W W W W DAn2r nwz6l Wq !R _1 0 I, 7790 0 W z -------------------- - --- 7800.00 0+4�` 0, to p 0- d a: 0� ix it In 9 v 0 jx 5;! M cNi 0+00 0 0+20.88 a a. z 0 x Li 0: -=) (L to 0 0- 0+00 0+4&26 r— %j 0 L. Z - 0 U Ax PROFILE I-- PROFILE LLJ 13P -13S L) Ir (6 . U: UJ 0 FF) b 0- Lij 09 LU L0 rl- _j . - LL LU C) _LL,1 co - L") t5ll o a: I-- T) 17 D F- T-- IL LLI 0 z LU Z" 0 Z, M, LLJ < = 0 �- 0 0 LIJ LU PI- C13 < Z') C) 00 11 F_ T _j x _j LLJ 0 X Z Cl F- C:, < LU _N C-0 0 N co o z W 11 ;>;gL0LJ�>;0 L� C� 2 > 0�_Jzw z c) Z;) C) of 9 il iL:D 0 Z:3 - 5 --- - ------------------------------------ 7 EXISTING GROUNDL 15" RCP 20.1 LF @ 2.2% 7790 < It- 0 jo W, q _j MW/HM �_ b W Z oi if rn 0 W Lj 0) 00 x r - __j 0 W 0 0, 1Z of z C) 0 LO 06 .J 0— U) < P, UD) rco 0+00 041 0+22.80 _j ;_ 0 0 0 CO It- 0 jo W, q _j MW/HM �_ b W Z oi if I,. z 09 z ED _j z < CID r- __j 0 0 0, 1Z of z C) 0 LO 06 .J 0— U) < P, UD) rco z 041 0 ;t CD 00 z o CM 11 - -- --------------------------- C? - ----- - ------ - - 3 DAMN " 7" 00 0+00 0+56.94 13K -13N F_ �D b LU LU �_ :4 -M F_ W LO z > to -z' [1 2 LLI 00 *,-, < 8) z C 0 ) 0 F - x W L6 0 Z) co a� 0 0 Ctf 7 0 FN 1- 0 W W z Z> < U_ LIJ M M ES 0 IL z .L 0- 0 D :�; �2 z z M W EXISTING GROUND FINAL FINISH GRADE 7810 - _4 2" HIDPI ZZL ry 2% RATUM "Zv 9 LF 7M5. 00 0 rl: W (A co 0 Ix 0+00 0+10.42 34.5 LF @ 5-201- a 11,1 PROFILE 1+00 1+17.57 PROFILE 13L—J3M LU W ziI Wn en Z uaj 1- 86 _j W LLJ LU 6 �LL-, z < _j z Co Lci rl- ;r-:0<gn o C. .9 ji, L.0 - �L-u 9 6 z Z11 d CM I I CO Cl) U) U) 911 1; ZI 10 < 0 _j z b��; < K z M650 Z t'- 0 LQ � r- - 11 Uj W 00 11 N 111 D X GO W _j Z r-- I- �_ 0 D ;t 0 11 =) z E-KC)o5�pOul x 000 211 04 1` g i z 0 go L, > > 11 U. n 'IT 0 Z :0 z RE woo 110 z z z D LL W L6 C) g K 0- 00CLOZ 7820 EXISTING FINAL FINISH GROUND GRADE FINAL FINISH 782 - - ------ - -- - ---- GRADE 1 7810 r 0+00 0+14.64 .8% 0+00 0+14.10 AUH11HURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 ITHE CITY OFASPEN I ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 9 EDWARDS, CO 81632 s PH: (970) 926-3373 9 FX: (970) 926-3390 9 PROJ. NO. 809003,00 0 MW/HM CHECKED: 0 APPROVED: 0 ry ry LJJ 0 __j 0 0 0 LU .J 0— U) < M PROJ. NO. 809003,00 DRAWN: MW/HM CHECKED: GLBIKAK APPROVED: KAK DATE: 08/31/2012 REVISIONS: 15-02-2013 AD -03 OZ ARCHITECTURE HI IRI IIS114ARAE EIAISII 1H ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval SHEET TITLE: STORM SEWER PLAN SCALE: 1 '1 SHEET NUMBER C3002 Ln fn �Ii 00 C� Qt CIO C� Ce En 3: 5L C� C) C) CL ET C3 )6 'ARAE 4 HE IFF r -i U CLE�M MATC, INt SHr ;E\ 4* PE A5A1-12 D 12'ARE 17 KIM 'RIM= 7843.00' CS -02, P INV PE :,PLAT"T'END`�bF 50 4-0 VAD D50 9!,48" KIN PIPE ­PER ' " -- ". - - ; . 11 1 ��2 , PA --q - -------- - -- - ---- PE I '4A M REKINLt N4 A L I4A ROIM=2 -- ------- RIM=% I RI 'NV OU3, 'v:78W-W CL IET A- 7 G SHEET'C5 06 RIM�- 7829 tkV=21. &, NV= SCALE: 1"=500' EAN SHEET INDEX MAP 4- 'RAiN=27.5- INV. IN 4"sQ.Bb f4b 2' 9 BOULDER V...- U I �10010 A NV. QUT=78�;Aq GENERAL NOTES:. C PENETRATIO 5 4 . . ........ 1. STORM SEWER STRUCTURE TYPES REFER TO THE COLORADO - --- --- 7829 UNDERDOAIN PIPE P I8. ILG SHEET C5.( 11`4V*37� t--------- ETA INV. IN IOUTW- 3RAT4 2, V OUT=7836.00' SHEETS. AR fflfft� - IN LET TIt AT-�040 OF PORTATION M & S STANDARDS, CDOT ,PE#F. �RIT=4 PLA TIONS, OR ARE INCLUDED ON THE DETAIL A OA- �O.ME 841 25' . 1,14 P D ---- - ---------- - - ------- - ------ - - -- -UNLESS IIEI)ESTRIAN-1299 Q 2" CSIG6 4' 2. STORM SEWER ELEVA11ONS SHOWN ARE AT PIPE INVERT -RDRAIN=7821.. HM= 7840 00' NDP OTHERWISE SPECIFIED. 1�31- 2')t NIL P TE AT END OF- 3'CURB U y 7 .86' )ERDRAtN PIPE PER RIM= 781-7. -4V. IN=78 3. ALL HDPE STORM PIPE GREATER THAN 8 TO BE ADS N -12 -HP, EET C5.06 DE 8 AIL G SH 'W INV. IN 4" BOULDER., ALL, ----------- 'OUT=7812.51'. INV D ------------- 00VIDE 0.40"DIA ORIFICE PLA1 SMOOTH INTERIOR WALL PIPE. 4 SUBDRAIN PIPE TO BE SDR 35 PVC " C PENETRAT19 )F"U D LINDERDRAlN=7838. E %L AT END OF UNDERDRAIN PIPE UNLESS OTHERWISE NOTED. PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG 33o bo, 4. INV� OUT=78an PER DIETAIL44MET .6 INV. IN 4"UNDERDRAIN=7815.64' tC5 THE CENTERUNE OF PIPE FROM INSIDE FACE OF INLET (OR INV:114�73 00,; 0.10 ---- -- - -- - --------------------- -------- UN20DRAIN=7837.52'. RA MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE). AFSUBD II -78-9 Rti T5 5. PIPE LENGTHS FOR LAST RUN AT OUTFALLS DO NOT INCLUDE it ------ - - - - - ------- - ---- - ---- - ---- - ----- - ------------- ------ ----- 'AR 32A �--12 EA INLET IM= 7M -M'-L - -- ----- --- ----------- -- FLARED END SECTIONS. �­64EET 1C4 LIN kwo 6. STORM DRAINAGE FACIUTIES NEED TO BE PERIODICALLY INSPECTED AND MAINTAINED TO INSURE PROPER FUNCTION. LINE. 14.AREAJNL ----------- IMAT C� H S H Ell uUT=7,812.41' STORM SEWER STATIONING IS INDEPENDENT OF ROAD STATIONING. 7. 74", W IN I1 14.W. I'll ........... THE CENTER OF INLET BOXES OR IPENETRATION I8. INSTALL ALL GAS AND ELECTRIC SERVICES AND MAINS ABOVE STORM NOTED. IF A CONFUCT EXISTS INSTALL WHERE STORM SEWER STATIONING CORRELATES TO THE CENTERLINE OF 0- i5 "4 71 ... . ...... MANHOLES. `50 28.5 LF 17 0" SHALLOWS BELOW STORM SEWER. [CAL) C5. A RfPRAP,tD50=9" 18"x .1 PER DETAII 5.3��. 9. ALL CONCRETE INLET BOXES SHALL HAVE A 9" SUMP BELOW THE D . @ 32 ------------- - --- .: INV. OUT C, IJz Flu- =7811 50, c&od E ALL 7B ;vp RAI GA DENS 11 q R ANn r qW;7FT rr% n 23.4:1i,oF % 'A INLF-T N ------ ---- - ---------- -4 �- - 7 2.0 10. ALL S 4A A @ H ACK .. ..... V, 8011 .1 AV t2' AREA IN 3 00' C16RB INLET t N IRIM: AkIM;x 7810 77' U LI LINE. ID A 0 1 �ICE f9DRAIN;=1 --------------------------- ------ ­ - 44� SU AS .......... JNVJ VC SHALL U EN D OF IN (E)=7805.60- �:-4 2. ALL PERFO A- 0 INV. OUT=7M-1 RIPRAP PER, 33A- 12" AREA IN 0 781 3 ...... D R121110 RIPI�dPE,R LET ------- N4 -H 3 - ------ - 4" INV 144" (TyP. 77 C5.06E INV I d -PROVIDE Af A D LARGER STORM PIPE. 13. IN GARDENS AND FIL RS- - - ---- --- ----- (N&W)=7805.30 M787�. GARDE� SUBDRAINF0&*---- - ------ - ---- - --- - ----------- ---------- - - G SH -,ET /3\ ----- - ---- 3/11 Off4RCE P ------ - - -- RDRAII =7805. r DfAl USE ADS N-12 WT FOR PIPES SMALLER THAN 12" DIAMETER. nIN PIAP;E IRIS ITZ)FUNDF 00 NV. -RBI 3 SHIEET EASEMENT -(1 ANIHOLE INV. -n F� CONC. M IPEFtbtTAILG Ss I ORM SEW M8.60. - - ------ INV. IN=780 J -3L3- 4 RIM' 78 1 2 A 16 IGRAPHIC SCALE I J INV= INV. 7 N KLE. M -7 OUT= 34 HOLI 0ei Ei 191, -YINV. OUT=78611V 0 20 40 80 78 IINV. 'TJ CD SCALE- 1'- 217 4 10100- F "7 I -3P- 2'x WDOUBLE t CURB INLET 77�r`- ACP r 0% - ------- -- RIM- 7800.00' 4' MANH INV. IN (18 W4 00 (TYPIC' ")=7796.59- AL) C 2 ------- ---- ---- 5,--ANV. K(1.5")=7795.79 ------ - -- - JNV OUT=7795.39' I - ------- - -- SEWW -PROVIDE W07 DIA ORIFICE T \ T -- ------- - -rAl I -r CA O -VC IKI A I I fHO12 1KII r-rC M^ I r- A I r -N LP Ur . ...... . CURB INLETS UNDERD9;W4F�PE:! R- IKIC C11DETAIL Ou FW 5 --. I ----+ - "I 0 CP .1 - - ----- r7vo � - ��,' - , Y- ............ . ..... .......... ................ DURING CONSTRUCTION I4- j.,qNDERDRA1 -0 IAREA INLETS INSTALL EROSION LOG (EXCELSIOR OR W ----------- --- - -- -------------------- - N ---- ------ - --- STRAW) INLET PROTECTION IN ALL U- AREA INLETS DURING CONSTRUCTION. ----- - ----------- ----------- - - - - - ----- - - ------ INV. IN - -------- =77 ­ -------- ------------------------- -- -- ---- - ----- NOTE: R)M` 7M��& R ur .... ....... . =78 ALL DRAINAGE FACILITIES SHOULD BE I- Ze & 'TINVPERIODICALLY INSPECTED AND MAINTAINED TO PREVENT CLOGGING. DO NOT USE MULCH OR WOOD CHIP LANDSCAPING NEAR STORM INLETS. r PROFILE SCALE HORIZ: I" = 20' VERT: I"= I O' lZir,14-D-1=1M - 14A2 15A1 b 0 �- LU 7850 -------------------- I --- z 00 z 20 F- 11 < 0) 0 cc� > Go FINISH 0 GRADE M 7840 ----------------------- ------------ -- A3 EXISTING 0) 11 GROUND 783001- 1 2" C900 --------- FINAL FINISH 23.1 LF GROUND @ 2.0% 7820 DATUM MEV FINISH 782500 1 z 0 0+28.26 -YR HGL - - - - - - - 5 -YR EGL - 3 100-HGL - - - - - - - 00 -EGL . . . . . . . PROFILE 14A1 W < (abmA, ii) W - co Ix C) M 00 r- < Lq 00 CO x 06 0 N I- . 11 0 > FINISH . i � >; Cr z 7840 .......... . ....... EXISTING GROUND 78305F 12" C§60 19.6 LF @ 2.0% ,QA2W ATZV 71M. 00 0+00 0+19.64 0+00 0+15.90 V IN 4"SUE 2 x 8'OURB IN ET. IN' V. OU�.=7801'01' --a F 780 RIM= 7810.7 INV. IN=7806.50' RISE -30A OP RISE t,j 7611 0 RM E t INV. OUT=7806.30, PROVIbe,' E, PLATE EME 3/8"'DIA ORI AT- P.) f4 03 j II. 'tJIN-1JER0 AIN'PIPE I0� INV OqTI 7802.. R 3 DRAI =,3�7�80T PER DETA IL G SHEET:: MAX, RUNft�� EET C3 IA ORIFICE, CD C5.(%. INV. IN UNDERDRAIN=7808.§9 -3L4-4, ...... CONCRETE D&AI C r�i:a I .1 .4 PROFILE 32A1 -32A 15A1 DRAWN: 1:5 CHECKED: z < z 20 F- 11 < 0 F cc� �4 Z) M C\1 0 0 04 C:) C3 c') 0 7840 ISTING 0) 11 GROUND`�,,,. 3 FINAL FINISH CO GROUND 7820 7) FINISH 0 z 0 GRADE . ;7C . > g 2 -�; - z A3 7830 > Ly - -------- ce) X - - - -------------- - - N C4 Z Z 7830 3 i OUNDI 3 DATUM IMEY i 7825. I 0+00 0+15.90 V IN 4"SUE 2 x 8'OURB IN ET. IN' V. OU�.=7801'01' --a F 780 RIM= 7810.7 INV. IN=7806.50' RISE -30A OP RISE t,j 7611 0 RM E t INV. OUT=7806.30, PROVIbe,' E, PLATE EME 3/8"'DIA ORI AT- P.) f4 03 j II. 'tJIN-1JER0 AIN'PIPE I0� INV OqTI 7802.. R 3 DRAI =,3�7�80T PER DETA IL G SHEET:: MAX, RUNft�� EET C3 IA ORIFICE, CD C5.(%. INV. IN UNDERDRAIN=7808.§9 -3L4-4, ...... CONCRETE D&AI C r�i:a I .1 .4 PROFILE 32A1 -32A DAnW JXRV ?W0.00 0+00 0+20.61 PROFILE 32A4 -32A W DRAWN: 1:5 CHECKED: z < 0 F- 11 < 0 F < -7 LU LO �4 Z) i 0 0 0 04 c') L.LJ EXISTING 0) 11 GROUND`�,,,. 3 FINAL FINISH CO GRADE 7820 7) DAnW JXRV ?W0.00 0+00 0+20.61 PROFILE 32A4 -32A 1+00 12" C900 DAYVJf JZEV INSTALL_/ 71ja 35 C900 PIPE 0+00 T, IW z ...... . I660fbER WALL 27A,4 2Z AR&A INLET PROFILE J31.1 -15A t 0+00 1+00 1+98,61 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 ITHE CITY OFASPEN I ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 14111 11 HIGHWAY 1, INIT Al P.O. BOX 97 e EDWARDS, CO 81632 PH: (970) 926-3373 9 FX: (970) 926-3390 W DRAWN: 1:5 CHECKED: LLJ -i z -j z - ;�r 0 z 08/31/2012 LLJ < -7 LU LO i 0 -i C> L.LJ al 0) 11 < CO Cn QD III :) 7) r.- z 0 z 0 C) . ;7C . > g 2 -�; - z :11; > Ly - -------- ce) X - - - -------------- - - N C4 Z Z 7830 3 i OUNDI 3 i FINISH GRADE , - -- - --- ---- ----------------- 7820 12"HDPE 12" knoL- 1+00 12" C900 DAYVJf JZEV INSTALL_/ 71ja 35 C900 PIPE 0+00 T, IW z ...... . I660fbER WALL 27A,4 2Z AR&A INLET PROFILE J31.1 -15A t 0+00 1+00 1+98,61 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 ITHE CITY OFASPEN I ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 14111 11 HIGHWAY 1, INIT Al P.O. BOX 97 e EDWARDS, CO 81632 PH: (970) 926-3373 9 FX: (970) 926-3390 PROJ. NO. 809003.00 DRAWN: MW/HM CHECKED: 0 APPROVED: 0 DATE: 08/31/2012 LLJ 0 i 0 L.LJ < Cn PROJ. NO. 809003.00 DRAWN: MW/HM CHECKED: GLBIKAK APPROVED: KAK DATE: 08/31/2012 REVISIONS: 15-02-2013 AD -03 I @ OZ ARCHITECTURE ISSUED FOR FINA P D NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval SHEET TITLE: STORM SEWER PLAN SCALE: 1 "=20' SHEET NUMBER C3003 CL Lr, 7� en cc) Ell ry OP n - SHEET INDEX MAP SCALE: V=500' GRAPHIC SCALE 0 20 40 80 SCAI ;=-. l'- 20' Ii L) Ut-1 14A IM .,W, -.N PIPE PER AK RIM 7,!NL1=:I 7 -83 IL *G SHEET C5 06 77 IN 4" Z3 'j, UNbERDRAII` A B( 7 12"C9 INV. UU (MIs 12" Wj- 'INV OUT=783 itWA `12 - -- - --------- At" N --7814.M' - ------- ----- t- - ----------- itILF PVC 2 O' D50 9�%18" BASE 23 F;"PFkw 114LJr *ET, 0 2"X2 -A -INLT-T T S4 F-r� 0 4 �Z3'� A EN/IjETAIL �,RJM=:� 7829.76,_� - - , ! . INV. IN 4- S0d*AIN=27.5- GA OUIT:�783G O' . . ..... iINV. OUT=7826.;5! �x V(1 IE IFI PLATE AT -END OF UNDERDRAIN PIPE PER E TAIL SHEET C5.0e' ---------- - ---- &3 INV. --- - ----- - NDERDRAIN=7821A - 2'X 3- CURB 131 RIM= 781-7.81 fo Flo -INV. IN=78f . I aOuLDEk;wALL, -79 ----------- - - - ----- INV. OUT=7812.51. (A DIA ORIFICE PLATE ISIS 2' RE ITRA I J! 12 PROVIDE 0.40 DRAIN PIPE - - -- - ------ PER IAT END OF UNDER DETAIL ET C5.&.----- INV. IN 4" UNDERDRAIN=7815. - ---------------- ------ ----- Iky LL ... ... . I- ---- - - --- 10 ---- ----------------- :1 - - - -, ? I I�3 ------ -- -- -- --78,12.41' L CUT GENERAL NOTES:. _1`21�'C 90Q, *0 1 . STORM SEWER STRUCTURE TYPES REFER TO THE COLORADO 28.5 TION M & S STANDARDS, CDOT DEPARTMENT OF TRANSPORTA STANDARD SPECIFICATIONS, OR ARE INCLUDED ON THE DETAIL -bUTF_ SHEETS. 5 42A�2 - --- ------- 1VIV. VU I INV. OUT, 2. STORM SEWER ELEVATIONS SHOWN ARE AT PIPE INVERTUNLESS LK@ 2.0% OTHERWISE SPECIFIED. I34W 3. ALL HDPE STORM PIPE GREATER THAN 8" TO BE ADS N -12 -HP, - ---- - -- 3W '_DTA �01 C�E VI SMOOTH INTERIOR WALL PIPE. 4 SUBDRAIN PIPE TO BE SDR 35 P _P At EN 3 OF UNLESS OTHERWISE NOTED. Nb PIPE::PER­-,-- ;GS, 4. PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG D THE CENTERLINE OF PIPE FROM INSIDE FACE OF INLET (OR C5. INV. I 4 4" MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE). UN MRAIt 5. PIPE LENGTHS FOR LAST RUN AT OUTFALLS DO NOT INCLUDE 31E FLARED END SECTIONS. 6. STORM DRAINAGE FACILITIES NEED TO BE PERIODICALLY INSPECTED --.-,7 0 J-30� 4'CONCR�EE P EAN J,T INV AND MAINTAINED TO INSURE PROPER FUNCTION. 7 7. STORM SEWER STATIONING IS INDEPENDENT OF ROAD STATIONING. STORM SEWER STATIONING CORRELATES TO THE CENTERLINE OF W-80 ISTORM SEWER PIPE AND THE CENTER OF INLET BOXES OR MANHOLES. La 8. INSTALL ALL GAS AND ELECTRIC SERVICES AND MAINS ABOVE STOR Uj r JF_ SEWER EXCEPT WHERE NOTED. IF A CONFLICT EXISTS INSTALL SHALLOWS BELOW STORM SEWER. :7!� C E F 78 F2 25 0 FF -78' 4", 4 4- x 4- TEE 3 AAV=7807.85' 4 LI- 4" �'LJNDERDRAU� I�'SFDB5 RISER STRUCTURE (SEE DE AIL B C5. 12i RIM=781n 'x 0.48' T INV�44_ 4 �6 5D A AT / �'bND D M- ZA 22 'V- LET �,_�UNDERDFA 27 .... .. .... . .... . ...... io, tP BOULDER WALL. T- At ORIFICE 'UNDER6MI PIPE PER' PENETRATION..... If i2 61N 4""UNDERDR LIMITS 18 A, I U 1:,p V� SHEET, C3.05 - -------------- YEAR, RIPRAP (D50=9, t2. PER DEfAfL *9g781 MA -T- GHLINE'SHEET IC5.06 E CIL: C104 9'=' C0 RAIN�GARDENS Ily . ........ A-iI2- AR FF1 78, 83' -+-K-i X` TCURB INLET ,,C,,, IN QURBNLET x TCURB INLET 7816.25! 3 iilm= 7810.77' RIM= INV. IN iiP SUgDRAIN=4�8" 5. PICAL) 7818.94' tW.W. 'IN (E 78 .60 INV. OUT=71r, 05 ',4, NVAN (N&S)=781,3.95 V -JAY 1p': (N&W)=7805.30' 33A- 12"AREA INLET, F 24 _F A m, OUT=7813.75'. DIA 7 P 3/8 01R�IFICEPLATE A ��6.06E iNV,ouT=v66-io!.-Pk6VIDE -12" AREA If (TyP _f � i� 7 I UAKUtR Ut I AIL 3 IT, 4- 3 R� �el &75' ri 1A' ri UNDE IN PIPE PER QWEETAIL 6 E7 E -"IN PIPE . ..... . V. h M�IbEREKA 4 n4, STORM SEWE R 3 zr, rA�06C' INV. IN.A.".. EASEMENT fT IrFpf.� 0 T C. MANHULI 47 L i� J-�4'CON WNQE�DRAIN­7806.60'. RIM 18 INV. IN=7801'M -------- IM OUT4zm INV t 84� P43:4h� V. P L L k-, k J I I %� R r- 1 r- 1 11 L r- 1 D V A r- r I P L L n A V r- A z F OUIVIr- Dr_LVW Inr_ DRAWN: LA AND ANY OTH U LITY LINE. -1 60.4 F UIYD MEI PER COA !kLL' 'PTP STANDARDS. 08/31/2012 IN GARDENS INE SAND FILTERS. 3 STORM TfA 1' ADS N-12 A� - Iry ___ . . � FOR 12 DIAMETEI � D LARGER STORM IPE. 0 - ICO.' 11..PROVIDE MIN. �EE DETAILS B AND G. SHEET 3 C5.05). TWEEN CO 11 0 Iz z 11 0 50; W 70 W '2 3-PbOt Qk; CURB INLETS IINSTALL SILT SACKS IN ALL CURB INLETS DURING CONSTRUCTION AREA INLETS itINSTALL EROSION LOG (EXCELSIOR OR tSTRAW) INLET PROTECTION IN ALL AREA INLETS DURING CONSTRUCTION. NOTE: ALL DRAINAGE FACILITIES SHOULD BE tPERIODICALLY INSPECTED AND MAINTAINED TO PREVENT CLOGGING. IDO NOT USE MULCH OR WOOD CHIP LANDSCAPING NEAR STORM INLETS. hi PROFILE SCALE HORIZ: I" = 20' VERT: I"= I O' N 0 0 W W I co W W C0 -YR HGL - - - - - - - 5 -YR EGL 3 100-HGL - - - - - - - 00 -EGL . . . . . . . . . . . r2+0Q -4 A-21 l--- --------- I-- - --- ---- A-4 - ------ `1_2-w 4- C( RIM R A I 0 U T= 12"=78020 I SUBDRA[W=7804 0 I N :30 1-3K- 2'x 3' CURB INLETI INV. OUT7.7_001.81 30A, 127 EA n4t; I RIM= 7810.76 INV. IN=7806.50'�!��, R S ER ��Jr- 2 INV. OUT=7806.30'. PROVIDE O I318" DIA ORIF16E PLATE E E t41M �A3 KEY INPIPE, .7 PER DEAIL G SHE&- DI RIFICE LATE- 0 I PI C5.66 INV. IN 4" UNDERD 'CONCRETE HE RAIN=780 J31.1 -21A 4+00 5+00 5+00 5+51.02 120 Jn 10 IItA, z I UNDE�D -781, N 5,, ------------ II -- - ----------- - -7 F --- --­------------ ItlibOOER WALL ItWC2 TON' INV,; )Ufr, 4*- . .... ....... P" ET x 7 INV. OUT=7809 .751 28A- 12"AREA INLET PEDESTRIAN (GRATE- _12 1299 CG P) RIM=7813.0' INV. OUT -7808.30' I3 III;7 803 7ii. .. ....... -7, - - ---- ----- PROFILP 131-22A W 0. W Eor- L�Lj _j 0 z < ir W Fn wo M W S_;ZVbz00 0 k D _, z I.- 0 LL x A W 0 co 11 =) g a � Nr_zo8zag LLJ � T 7820 7510 DATUM A7" ?3W.00 Uj CL (0 LUC? L) Lo F- L) z W In 0) - - 0 OR L'U LO < W Z: M co P- C) U) I Qf r-- 14 6 �2 z oo 0 . F. ::1 __� z Fn c6 0zd r1_1 WM LOL Z) x r) w N 0 > z 0 Lj of a. ZZ a.!R LU z 0+00 0+90.53 PROFILE 41A4�41A1 A CD 0 it W N 0o D 0 y 0 C� LU 0 LU 7820 --- - ---- - -- - - -------- - --- EXISTNG FINISH GROUND- GRADE s'. _CW0 1 25:2 - ------- LF @ 2 , 0% __/ .DATUM AZVV 7800.00 0+31.2 PROFILE L) 23A -13J --O, L) A DRAWN: LA AND ANY OTH U LITY LINE. -1 ALL P A PVC SHALL 0 A- U 08/31/2012 IN GARDENS AND SAND FILTERS. 3 13. USE ADS N-12 HP - Iry ___ . . � FOR 12 DIAMETEI � D LARGER STORM IPE. 0 - USE ADS N-12 WT FOR PIPES SMALLER THAN 12" DIAMETER. CO 11 0 CURB INLETS IINSTALL SILT SACKS IN ALL CURB INLETS DURING CONSTRUCTION AREA INLETS itINSTALL EROSION LOG (EXCELSIOR OR tSTRAW) INLET PROTECTION IN ALL AREA INLETS DURING CONSTRUCTION. NOTE: ALL DRAINAGE FACILITIES SHOULD BE tPERIODICALLY INSPECTED AND MAINTAINED TO PREVENT CLOGGING. IDO NOT USE MULCH OR WOOD CHIP LANDSCAPING NEAR STORM INLETS. hi PROFILE SCALE HORIZ: I" = 20' VERT: I"= I O' N 0 0 W W I co W W C0 -YR HGL - - - - - - - 5 -YR EGL 3 100-HGL - - - - - - - 00 -EGL . . . . . . . . . . . r2+0Q -4 A-21 l--- --------- I-- - --- ---- A-4 - ------ `1_2-w 4- C( RIM R A I 0 U T= 12"=78020 I SUBDRA[W=7804 0 I N :30 1-3K- 2'x 3' CURB INLETI INV. OUT7.7_001.81 30A, 127 EA n4t; I RIM= 7810.76 INV. IN=7806.50'�!��, R S ER ��Jr- 2 INV. OUT=7806.30'. PROVIDE O I318" DIA ORIF16E PLATE E E t41M �A3 KEY INPIPE, .7 PER DEAIL G SHE&- DI RIFICE LATE- 0 I PI C5.66 INV. IN 4" UNDERD 'CONCRETE HE RAIN=780 J31.1 -21A 4+00 5+00 5+00 5+51.02 120 Jn 10 IItA, z I UNDE�D -781, N 5,, ------------ II -- - ----------- - -7 F --- --­------------ ItlibOOER WALL ItWC2 TON' INV,; )Ufr, 4*- . .... ....... P" ET x 7 INV. OUT=7809 .751 28A- 12"AREA INLET PEDESTRIAN (GRATE- _12 1299 CG P) RIM=7813.0' INV. OUT -7808.30' I3 III;7 803 7ii. .. ....... -7, - - ---- ----- PROFILP 131-22A W 0. W Eor- L�Lj _j 0 z < ir W Fn wo M W S_;ZVbz00 0 k D _, z I.- 0 LL x A W 0 co 11 =) g a � Nr_zo8zag LLJ � T 7820 7510 DATUM A7" ?3W.00 Uj CL (0 LUC? L) Lo F- L) z W In 0) - - 0 OR L'U LO < W Z: M co P- C) U) I Qf r-- 14 6 �2 z oo 0 . F. ::1 __� z Fn c6 0zd r1_1 WM LOL Z) x r) w N 0 > z 0 Lj of a. ZZ a.!R LU z 0+00 0+90.53 PROFILE 41A4�41A1 A CD 0 it W N 0o D 0 y 0 C� LU 0 LU 7820 --- - ---- - -- - - -------- - --- EXISTNG FINISH GROUND- GRADE s'. _CW0 1 25:2 - ------- LF @ 2 , 0% __/ .DATUM AZVV 7800.00 0+31.2 PROFILE L) 23A -13J --O, L) 809003.00 DRAWN: MW/HM CHECKED: 0 z Uj z Uj Lij LU w LLA T_ Z: KAK C/) C/) 08/31/2012 LLJ CD W(D 0 _j �_ _j r- N _j 0 _16 CL W LL W W C) 0 U Cf 0 ED U, W W En D� a- n- _j o) 0 0 - z UJ 0 LLU a- ty m f - , 00 T :D 9 a co P_ < oo if c6 ad 11 i�5 z CO 11 0 Iz z 11 0 50; W 70 W �:; R 0 0- >: - z xz ; z z z EL D a_ D - 7820 12" HDPE 18.4 LF @ 2.0% DAYVM =17 7810.00 0+21.04 0+00 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 ITHE CITY OFASPEN I ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 @ EDWARDS, CO 81632 s PH: (970) 926-3373 9 FX: (970) 926-3390 9 m17 809003.00 DRAWN: MW/HM CHECKED: 0 APPROVED: KAK DATE: 08/31/2012 L.LJ 0 _j 0 (D LU 0 - < ZD M PROJ. NO, 809003.00 DRAWN: MW/HM CHECKED: GLB/KAK APPROVED: KAK DATE: 08/31/2012 REVISIONS: 15-02-2013 AD -03 I @ OZ ARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval SHEET TITLE: STORM SEWER PLAN SCALE: 1 "=20' SHEET NUMBER C3004 Ch Ln C3 SHEET INDEX MAP SCALE: V=500' GRAPHIC SCALE 0 20 40 so 20' SCALE. GENERAL NOTES:. 1. STORM SEWER STRUCTURE TYPES REFER TO THE COLORADO TION M & S STANDARDS, CDOT DEPARTMENT OF TRANSPORTA ATIONS, OR ARE INCLUDED ON THE DETAIL SHEETS. 2. STORM'SEWER ELEVATIONS SHOWN ARE AT PIPE INVERT UNLESS OTHERWISE SPECIFIED. 3. ALL HDPE STORM PIPE GREATER THAN 8 TO BE ADS N -12 -HP, SMOOTH INTERIOR WALL PIPE. 4" SUBDRAIN PIPE TO BE SDR 35 PVC ,UNLESS OTHERWISE NOTED. 4. PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG THE CENTERUNE OF PIPE FROM INSIDE FACE OF INLET (OR MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE). 5. PIPE LENGTHS FOR LAST RUN AT OUTFALLS DO NOT INCLUDE FLARED END SECTIONS. 6. STORM DRAINAGE FACIUTIES NEED TO BE PERIODICALLY INSPECTED AND MAINTAINED TO INSURE PROPER FUNCTION. 7. STORM SEWER STAT10NING IS INDEPENDENT OF ROAD STATIONING. STORM SEWER STATIONING CORRELATES TO THE CENTERLINE OF THE CENTER OF INLET BOXES OR MANHOLES. 8. INSTALL ALL GAS AND ELECTRIC SERVICES AND MAINS ABOVE STORM NOTED. IF A CONFLICT EXISTS INSTALL SHALLOWS BELOW STORM SEWER. 9. ALL CONCRETE INLET BOXES SHALL HAVE A 9 SUMP BELOW THE COA TANDA 10. ALL ST r H ACK DETAILS 8 AND G, SHEET C5.05). 3' H I ON AL EPAR TIO BETWE N ERTIC GA I M WER AND ANY OTHER UTILITY LINE. 12. ALL PERFORATED PVC SHALL 0 0 A U 3 13. USE ADS N-12 HP IAMETER AND LARGER STORM PIPE. \_1_ZAIN GARDENS AN[ FIL USE ADS N-12 WT FOR PIPES SMALLER THAN 12" DIAMETER. CURB INLETS INSTALL SILT SACKS IN ALL CURB INLETS DURING CONSTRUCTION AREA INLETS INSTALL EROSION LOG (EXCELSIOR OR STRAW) INLET PROTECTION IN ALL AREA INLETS DURING CONSTRUCTION. NOTE: ,AINAGE FACILITIES SHOULD BE ALL DP PERIODICALLY INSPECTED AND MAINTAINED TO PREVENT CL OGGING. DO NOT USE MULCH OR WOOD CHIP LANDSCAPING NEAR STORM 11 41LIE TIS. PROFILE SCALE HORIZ: 1 20' VERT: I"= 10' 7830 -YR HGL 'TR EGL . . . . . 5- -HGL - - - - - - - 100 )O -EGL . . . . . . . . . . . PROFILE 17A -21A --- - --- ---- Y P ie� ' ' ' NV=4t.22' F -P ..22 L P --- ---- ;T, , , f � BASE=43, CLEANOU 13 ------- --- --- - ---- - ---- .0 -3C.2-12"HbPEOUTFALL J 7� _q CONCRETE ..ENDWALL 5) ------ (SEE DETAIL H 05.0 ---------- INV.'OUT-7833.00' . ........ 7L SOLID PVC - ------ - - - 845, ---------- ... .... .. . ------ - ------ NV OUT=40�98' - --------- ........... . ------- --- R ---------- - -- - ---- NVU - ----- - - - - ----- ---­-------- ---------------- 7 3 7, 97 -------- - - 5 4 --- --------- - - :ZT IEN DETAki, C E(TYP 3 -- --- -- -- ---- E . ... . ... CS.II "_RICAL), 7 k'INLET IM= t*41.00, - ----- ..... . . ...... ---- -- - ----- .... .. !-=I 3 44' qV, 0 81, PRQV4DE 318"jAR ORI rj CONSTRUCT DWALL _PLATE AT- -END OF,----- -tQr$ 13E. E� DE116RAIN-PIPM. 11rrK Y-00 i IPF �-DETAILG-SHEETC!6_06 IN -7 VCO1___, 'iEkL_#3-- - - ------- ----- A-2U00 IN _IJN14�,R15RAIN=�78 ty.0 NCRE-TEDR kC MIR V AERF ir BELOW RIM=7822.5' %-INV. JW. 7 K^ OUT=7815. .2C . . .. . .. X 1 0111-1 1@3AASE=2 2&ZAN 3 3- U Dffl:W `)��ONCRETE D k.� 1, MINL§_5!-FSRF ECTIONS 6. NCRETE RIM--� 782 - ------- ---- OF PIPE. P INV. IN=781540: 14 LAV VVI I rl LIAO- NVU; INV. T-: -A AT INVE% OF Plot A -- ---- - --- --- ';ZYZ-ARE�k INLET At- RIM= n22.76 - C 6.32' 40 78 INV' OUt:;� RIM=7828.00' -VALLEY INLET 6VibE Mr DIA. R JNV�' UN RD DE RAIN ALI— W4 )E �AIL 37 t EA IN ET rtiv A 17A- Ti - ----- 75� fulo. MMRA --------------- F02-4'CONC. RE OV11 MANHOLE CO DV RIM -7817.50' NV".1W,�-'SUBDRAI .60, RPRETE EM A31 Lu� W W z `R,6yIDE 3/8' DIN I ORIFI INV. IN=781Q.89' P CE INV;-,OUT=7810.69' PA7[tAT END OF U) �62 AR -11- ----- ZAIN PIPE PER DETAIL G SHEET C5.06, F INV.-UU I INV. IN RIDPOSED,& STORM SEVVER 782,C. -7 2 3 IN= ERDRA F RM-SEVVER ROI D EA-StMENT (TYP.) L 7 T TP ma II 7828M INV. IN4�822.81' Ek TV. OUT=78 22.&1' t T -- B 5. PENETRATI REA- _ ------- - --- '830 18' 7 -4'CONC�-- K RIP MANHOLE CO C. A H INV. OUT= F 40A� 4 R! INV'IN=781 ------ --------- 'INV OUT=781 .00 0 t0.20' 0 0 LF 4- P Ry -------- ------------------- Bi 5- RIPRAP--, 1=24.0' 18" D60 9! 'RAIN IP IER IN 3. RIM= 7829.V", GAI DETAIL ROFILE INV. IN 4" S118 IN=275 0 INV. OUT=78�&* AREA t 00Ej7YP. RIML" 7�a24.!� )PL"OU FLARED ENIJ'SEPTlow 4 780 "21 K/ OA2 INV. OUT= -.00 PLATlt Arl-END OF ----- - ------ --- - ----- F- - - ----- UNDERDFWN PI PE M I N. L:ii;C 4`x 4" x 4' TEE co AAV=7807.85' --------- -- --- - ETAIL 6 SHEE1 /3V, -------- 2- rONDP�RDR. [Dell < OS - --- ---- 'LF 4" PERF 3'CURB 8 C,_ INV. IN=78 FAi; < 'FA. 'L RIM= 781-7,.41 E UNDERDRAliC U ------------ N C-04 1W L _a 27 INV..OUT=7812.51'. - - --- ------ CA 01 PENETRATI.QW., "PROVIDE 0.40' DIA ORIFICE PLATE. I'S ---------------- - --- --- - ----- zi >I AT END OF UNDERDRAIN PIPE 5,RISER STRUCTURE (,SEE DETAIL B C5.0 CX PER ET C5.06. FINISH RIM=7 DETAIL 44 RF;,,PVC GRADE INV. IN 4" UNDERDRAIN=7815.64' 'y RIP Of- 7820 RIP )(E?S T INV= AIL . ........ PER4& ERF C5. 9. TH16 18 U_ UNDE �,'UNDEMIRA S�d P, MIN 1_4" AREA ZLIIiT . .. .. .. ... 3 MEWFILL) 'A OUT 7812.41' 2 ZA-N Q' A Z'.1 12 F W=5 I (EXT EXISTING UNDERDRA4�i_ DATUM JZEV LLN4VERT, MO. 00 X . .. ....... UTFALL, 17, C900 PROPOS c6NdkEE ENOWALL ED EMERGENCY 22,0 LF OVERFLOW OUTFALL @2.0% -(§Et Di�TAIL H C 5.05), A3 I OUT=780 75 Or UNDEkbMN 7 PENEW �-TZN 1�112 PE&R;,, WILL REQUIRE EASEMENT C14 �f4l TAIL G SHEET C E ACROSS ADJACENT -jF IN N 4"'UNDERDRAIN-tv, PROPERTY BOULDER WALL 8 C3.05 f, YEARn R1 -1 .8�r 0+00 0+27.06 Y LIMITS :,-63 Lf'4" EAF. S .781 3� -SHEET C3.04 6LFJI�UT INy_-0 MATGHLINE`,,:,_- - - ----------------- LU LU A W W (L Z 0 UU 1 au., LL 0 a ED 1 2 W C, f,4 1� I 11 FINISH GRADE z PROFILE 17A -13F PROFILE 39A 0+00 1+00 1+22.62 LLI ao N 0 _1_1 C8 m z c6 ii CO > rl- N LU 0 LL " § �� > Z FINISH DATUM AZEV 78.10.00 0+00 0+48.09 III C) LU 0 W) C; � 0 0, b %:5 LOL U. z P 111 2: W LIJ 11 M 0 W:R < F.: L.Lj W C,4 I] LLJ L9 0 W CN 00 a =� z W Uj < - W W 1: Z > F 0 cr z W z cn C� 5 Cl) it z CL a z IL FINISH --------- - -- - ---- - A GRADE HOPE 32 L�,,, @ 1 .0% -1 EXISTING DATUM JIZ" 0 00 C� 0 6 q co io 0+00 0+38.61 PROFILE SFDB5 (5C) LU U_ W g 0 L U Z, 1 w, 6 �; a - L) z co W z U, Z) ca 0 LU z r < Z LU LLJ < f X LU U) 2 CR Lf 8-, UJ L a W LLJ LO > z ui 0 Z, 0 A LL z /3\ Cn - - --- --------- -- - ------- --- 78101 15" HOPE - ----------- 4- X; 4" 4"TEE x 1NV=7807.85' 7800 DAT&W AQVV 7M. 00 W r_7 tLo to _j 501 It-, LU _j Q� _j W W < 0 C) > LL 0 z 0 LU C5 0 z to LU Z) 0 0 0 111 C-1) L) z ----- -- ----- FINISH GRADE EXISTING GROUND POTHOLE ELECTRIC TO All PROFILE 40A1-JOFF5B1 z z W co L) P�: 0- C� OD Z I_ LU 11 0 F_ UJI 0 7830 - ---------- ---- ------- - - -­- - --- - ------ - ----- A 3 7820 7810 7800 DATUM jMff 18LF@1 z----- - ---------------- - ------ < M LLJ 2 CN W L6 o W U_ ;T tOD 00 z 00 13- LU 0 0 > > LL x F- Z 0 U. Z 0 -V;"ZZLu I r'_ -,;s LU U) -i z ;0 LU LU Cj iL w a QZW 0 0� Q� ZLU�z .0 co LLI CL CL 0 7830 -YR HGL 'TR EGL . . . . . 5- -HGL - - - - - - - 100 )O -EGL . . . . . . . . . . . PROFILE 17A -21A --- - --- ---- Y P ie� ' ' ' NV=4t.22' F -P ..22 L P --- ---- ;T, , , f � BASE=43, CLEANOU 13 ------- --- --- - ---- - ---- .0 -3C.2-12"HbPEOUTFALL J 7� _q CONCRETE ..ENDWALL 5) ------ (SEE DETAIL H 05.0 ---------- INV.'OUT-7833.00' . ........ 7L SOLID PVC - ------ - - - 845, ---------- ... .... .. . ------ - ------ NV OUT=40�98' - --------- ........... . ------- --- R ---------- - -- - ---- NVU - ----- - - - - ----- ---­-------- ---------------- 7 3 7, 97 -------- - - 5 4 --- --------- - - :ZT IEN DETAki, C E(TYP 3 -- --- -- -- ---- E . ... . ... CS.II "_RICAL), 7 k'INLET IM= t*41.00, - ----- ..... . . ...... ---- -- - ----- .... .. !-=I 3 44' qV, 0 81, PRQV4DE 318"jAR ORI rj CONSTRUCT DWALL _PLATE AT- -END OF,----- -tQr$ 13E. E� DE116RAIN-PIPM. 11rrK Y-00 i IPF �-DETAILG-SHEETC!6_06 IN -7 VCO1___, 'iEkL_#3-- - - ------- ----- A-2U00 IN _IJN14�,R15RAIN=�78 ty.0 NCRE-TEDR kC MIR V AERF ir BELOW RIM=7822.5' %-INV. JW. 7 K^ OUT=7815. .2C . . .. . .. X 1 0111-1 1@3AASE=2 2&ZAN 3 3- U Dffl:W `)��ONCRETE D k.� 1, MINL§_5!-FSRF ECTIONS 6. NCRETE RIM--� 782 - ------- ---- OF PIPE. P INV. IN=781540: 14 LAV VVI I rl LIAO- NVU; INV. T-: -A AT INVE% OF Plot A -- ---- - --- --- ';ZYZ-ARE�k INLET At- RIM= n22.76 - C 6.32' 40 78 INV' OUt:;� RIM=7828.00' -VALLEY INLET 6VibE Mr DIA. R JNV�' UN RD DE RAIN ALI— W4 )E �AIL 37 t EA IN ET rtiv A 17A- Ti - ----- 75� fulo. MMRA --------------- F02-4'CONC. RE OV11 MANHOLE CO DV RIM -7817.50' NV".1W,�-'SUBDRAI .60, RPRETE EM A31 Lu� W W z `R,6yIDE 3/8' DIN I ORIFI INV. IN=781Q.89' P CE INV;-,OUT=7810.69' PA7[tAT END OF U) �62 AR -11- ----- ZAIN PIPE PER DETAIL G SHEET C5.06, F INV.-UU I INV. IN RIDPOSED,& STORM SEVVER 782,C. -7 2 3 IN= ERDRA F RM-SEVVER ROI D EA-StMENT (TYP.) L 7 T TP ma II 7828M INV. IN4�822.81' Ek TV. OUT=78 22.&1' t T -- B 5. PENETRATI REA- _ ------- - --- '830 18' 7 -4'CONC�-- K RIP MANHOLE CO C. A H INV. OUT= F 40A� 4 R! INV'IN=781 ------ --------- 'INV OUT=781 .00 0 t0.20' 0 0 LF 4- P Ry -------- ------------------- Bi 5- RIPRAP--, 1=24.0' 18" D60 9! 'RAIN IP IER IN 3. RIM= 7829.V", GAI DETAIL ROFILE INV. IN 4" S118 IN=275 0 INV. OUT=78�&* AREA t 00Ej7YP. RIML" 7�a24.!� )PL"OU FLARED ENIJ'SEPTlow 4 780 "21 K/ OA2 INV. OUT= -.00 PLATlt Arl-END OF ----- - ------ --- - ----- F- - - ----- UNDERDFWN PI PE M I N. L:ii;C 4`x 4" x 4' TEE co AAV=7807.85' --------- -- --- - ETAIL 6 SHEE1 /3V, -------- 2- rONDP�RDR. [Dell < OS - --- ---- 'LF 4" PERF 3'CURB 8 C,_ INV. IN=78 FAi; < 'FA. 'L RIM= 781-7,.41 E UNDERDRAliC U ------------ N C-04 1W L _a 27 INV..OUT=7812.51'. - - --- ------ CA 01 PENETRATI.QW., "PROVIDE 0.40' DIA ORIFICE PLATE. I'S ---------------- - --- --- - ----- zi >I AT END OF UNDERDRAIN PIPE 5,RISER STRUCTURE (,SEE DETAIL B C5.0 CX PER ET C5.06. FINISH RIM=7 DETAIL 44 RF;,,PVC GRADE INV. IN 4" UNDERDRAIN=7815.64' 'y RIP Of- 7820 RIP )(E?S T INV= AIL . ........ PER4& ERF C5. 9. TH16 18 U_ UNDE �,'UNDEMIRA S�d P, MIN 1_4" AREA ZLIIiT . .. .. .. ... 3 MEWFILL) 'A OUT 7812.41' 2 ZA-N Q' A Z'.1 12 F W=5 I (EXT EXISTING UNDERDRA4�i_ DATUM JZEV LLN4VERT, MO. 00 X . .. ....... UTFALL, 17, C900 PROPOS c6NdkEE ENOWALL ED EMERGENCY 22,0 LF OVERFLOW OUTFALL @2.0% -(§Et Di�TAIL H C 5.05), A3 I OUT=780 75 Or UNDEkbMN 7 PENEW �-TZN 1�112 PE&R;,, WILL REQUIRE EASEMENT C14 �f4l TAIL G SHEET C E ACROSS ADJACENT -jF IN N 4"'UNDERDRAIN-tv, PROPERTY BOULDER WALL 8 C3.05 f, YEARn R1 -1 .8�r 0+00 0+27.06 Y LIMITS :,-63 Lf'4" EAF. S .781 3� -SHEET C3.04 6LFJI�UT INy_-0 MATGHLINE`,,:,_- - - ----------------- LU LU A W W (L Z 0 UU 1 au., LL 0 a ED 1 2 W C, f,4 1� I 11 FINISH GRADE z PROFILE 17A -13F PROFILE 39A 0+00 1+00 1+22.62 LLI ao N 0 _1_1 C8 m z c6 ii CO > rl- N LU 0 LL " § �� > Z FINISH DATUM AZEV 78.10.00 0+00 0+48.09 III C) LU 0 W) C; � 0 0, b %:5 LOL U. z P 111 2: W LIJ 11 M 0 W:R < F.: L.Lj W C,4 I] LLJ L9 0 W CN 00 a =� z W Uj < - W W 1: Z > F 0 cr z W z cn C� 5 Cl) it z CL a z IL FINISH --------- - -- - ---- - A GRADE HOPE 32 L�,,, @ 1 .0% -1 EXISTING DATUM JIZ" 0 00 C� 0 6 q co io 0+00 0+38.61 PROFILE SFDB5 (5C) LU U_ W g 0 L U Z, 1 w, 6 �; a - L) z co W z U, Z) ca 0 LU z r < Z LU LLJ < f X LU U) 2 CR Lf 8-, UJ L a W LLJ LO > z ui 0 Z, 0 A LL z /3\ Cn - - --- --------- -- - ------- --- 78101 15" HOPE - ----------- 4- X; 4" 4"TEE x 1NV=7807.85' 7800 DAT&W AQVV 7M. 00 W r_7 tLo to _j 501 It-, LU _j Q� _j W W < 0 C) > LL 0 z 0 LU C5 0 z to LU Z) 0 0 0 111 C-1) L) z ----- -- ----- FINISH GRADE EXISTING GROUND POTHOLE ELECTRIC TO All PROFILE 40A1-JOFF5B1 z z W co L) P�: 0- C� OD Z I_ LU 11 0 F_ UJI 0 7830 - ---------- ---- ------- - - -­- - --- - ------ - ----- A 3 7820 7810 7800 DATUM jMff 18LF@1 z----- - ---------------- - ------ < M z b 2 CN 0 b 0 N 0 C3 Z LO r-- CO ;T tOD 00 Z Lu 07-8 0 OD :) 0 0 > > LL x F- Z 0 U. Z 0 U ------------ FINISH GRADE PRIOR CONSTR JCTION POTHOL -_ ELECTRIC TO "LEARANCE AND PROVIDI ' INFORMATION O_ F--.JU) U -j zo L -U Zo � f= b z En a: 0� 0 z W. SO 0 CD q Lo K ��U) LI) K!au) to 00 . - L0 CO 0 LU Ci LL W CF L.� C11 r2o Ln LU r.� 00 11 00 11 H ci,� CO 11 11 _j r- 2 LLJ LLI IN N OD 11 Z) Ll> 0 0 M En Z M Fn CO :D 6 0 z LL T_ 0 2 - K 0 Z LL Z 0 11 0 z z >; >; L) (? < > or zz z --.> x Z DO &D X0 M ----------- EXISTING G D -- - ----- - - ----- ---------- - ------- - ----------- -- - -- - ---- ------ ----- --- -------- - ----------- --- - -- - ---- 46 1 LF b- 1.06 24" HDPE 6 1 LF 0% -_------------ SWEEP ELECTRIC UNDER STORM PROFILE 10__1J3C-J3C :5 < 0� 809003.00 DRAWN: �- 0 U) < CHECKED: LU Z Lu 07-8 Q z 0 LL1 N I- U _- rc-0 co L Ln ff- 11 -i z 0 LLL 0 LL 5( 0 LL C) 9 LL Z 0 0 > < W Cj iL w a QZW z - ----- 7830 U� it co LLI 0 04:� CO uj�oa. Q Cn W LILL IL (L Z LIJ S DAA'TW AZEV 7820.00 0+22.35 0 3: L6 Lu 0 a. Z C) W C4j x QD LLI W Lu C14 z > -3 FINISH GRADE 0+00 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 I THE CITY OF ASPEN I ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 * EDWARDS, CO 81632 -3373 FX: (970) 926-3390 9 * PH: (970) 926 809003.00 DRAWN: MW/HM CHECKED: 782C < Q DATE: 08/31/2012 Uj 7> < UJI 0 7810 Cn IAj ......... ....... DAA'TW AZEV 7820.00 0+22.35 0 3: L6 Lu 0 a. Z C) W C4j x QD LLI W Lu C14 z > -3 FINISH GRADE 0+00 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 I THE CITY OF ASPEN I ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 * EDWARDS, CO 81632 -3373 FX: (970) 926-3390 9 * PH: (970) 926 PROJ. NO. 809003.00 DRAWN: MW/HM CHECKED: GLB/KAK < Q DATE: 08/31/2012 Uj 7> < UJI 0 Cn PROJ. NO. 809003.00 DRAWN: MW/HM CHECKED: GLB/KAK APPROVED: KAK DATE: 08/31/2012 REVISIONS: 15-02-2013 AD -03 0 OZARCHI I ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval SHEET TITLE: STORM SEWER PLAN SCALE: 1 "=20' SHEET NUMBER C3mO5 CL CY) 00 C� LLI ry OP C) 0 U SHEET INDEX MAP SCALE: 1"=500'1 GENERAL NOTES:. 1. STORM SEWER STRUCTURE TYPES REFER TO THE COLORADO DEPARTMENT OF TRANSPORTATION M & S STANDARDS, CDOT STANDARD SPECIFICATIONS, OR ARE INCLUDED ON THE DETAIL SHEETS. 2. STORM SEWER ELEVATIONS SHOWN ARE AT PIPE INVERT UNLESS OTHERWISE SPECIFIED. 3. ALL HDPE STORM PIPE GREATER THAN 8" TO BE ADS N -12 -HP, SMOOTH INTERIOR WALL PIPE. 4" SUBDRAIN PIPE TO BE SDR 35 PVC UNLESS OTHERWISE NOTED. 4. PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG THE CENTERLINE OF PIPE FROM INSIDE FACE OF INLET (OR MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE). 5. PIPE LENGTHS FOR LAST RUN AT OUTFALLS DO NOT INCLUDE FLARED END SECTIONS. 6. STORM DRAINAGE FACILITIES NEED TO BE PERIODICALLY INSPECTED AND MAINTAINED TO INSURE PROPER FUNCTION. 7. STORM SEWER STATIONING IS INDEPENDENT OF ROAD STATIONING. STORM SEWER STATIONING CORRELATES TO THE CENTERLINE OF STORM SEWER PIPE AND THE CENTER OF INLET BOXES OR MANHOLES. 8. INSTALL ALL GAS AND ELECTRIC SERVICES AND MAINS ABOVE STORM SEWER EXCEPT WHERE NOTED. IF A CONFLICT EXISTS INSTALL SHALLOWS BELOW STORM SEWER. 9. ALL CONCRETE INLET BOXES SHALL HAVE A 9" SUMP BELOW THE PER COA STANDARDS. H RACKS E -DETAILS B AND G, SHEET C5.n,� L3\ 11. PROVIDE ER-fdX� 31 H I ON A EPA GAS N A T WFR ANQ ANY OTHER UTILITY LINE. Z. ALL HLRI"UHAT D PVC SHAL H A- 0 U IN GARDENS AND A D FILTERS. 3 13. U - 2 HP FOR 12 DIAMETER AND LARGER STORM PIPE. USE ADS N-12 WT FOR PIPES SMALLER THAN 12" DIAMETER. 001bk--- KI '1� I 'M A GRAPHIC SCALE 0 20 40 80 SCALE: 1'- 20' CURB INLETS INSTALL SILT SACKS IN ALL CURB INLETS DURING CONSTRUCTION AREA INLETS INSTALL EROSION LOG (EXCELSIOR OR STRAW) INLET PROTECTION IN ALL AREA INLETS DURING CONSTRUCTION. 011 MR0 NOTE: ALL DRAINAGE FACILITIES SHOULD BE PERIODICALLY INSPECTED AND MAINTAINED TO PREVENT CLOGGING. i1;1 DO NOT USE MULCH OR WOOD CHIP LANDSCAPING NEAR STORM INLETS. -YR HG — - - - - - — 5 -YR EGL . . . . . 3 100-HGL -- - - - - - — 00 -EGL � . . . . . . . PROFILE SCALE HORIZ: ["=20' VERT: I"= 10' 5-1 < �-x Sir . ... .. LO F I 0 Uj - - ----- --- -- CD -- - --- - - ------ - - Cf-) PEAK C INLET _:x 45.LF4" RIM=46.0, (TYPICAL) CD BASE=450 C550 CLEA NOUT INV=43.08' 43 LAI 7 STA: 14+18.2- ----- ------- ---- - ---------- - --- - - ------- ---- ------- - - - - ---------- - -------- - ------ ---------- AJNLET TARE E-4 &LEAN I NV=A;c PE -P4PE­- Pt DE ------------ 7-� 1+ VVAL-L' (TY N.4"UNIjERD Ni .. . . ....... . . . . . ..... IDER RA D U -- - - -- ----- ------- -- - - ------ j -AREA INLIET.^.­ 2 7843.00 -313-'31�x 3 ET NV. 1 0 7838.9,01i AI f% V N 18".7833 0' 8 . ... ------ IN PIPE,PER -W-b SHEET -65 06 ISTALL NDER STORM T 7840, + U.Nutlfl ti I UKM 4-PERIF. FF2=78,44FAY 1 5+UU r -7-8 3 %3 UTANNO-3 RIM --�-41AE-Pq - - ------ \N 15+5o . ...... 10A 12' if, T fWLET' �A IN -6-6 183 0' (GRATk- kb INLET 6A1— INV 10, 7838.50' 99 1 50 R -1 INV IN =7834AV IM= 7MOr nn,, -AD Of 41 PLA I E- A I =1 L -1 Ik; NV. OUT=7834.20'. -,Lt- UCv 11�1 Ilu 7 .86' UNDERDRAIN PIPIE PER AT END'r ,DETFAIL G SHEET C5.06 E, 4 E�5� v LAT of, PROVIDE 0.40" DIA ORIFIC AT F 4" PEF CR4 IM BA -5E CL OUT EA IN L F \UNDEF6RAIN 01 GI El INV IN4 AIL LINDIFIRDRAIN438.79' -r-SOL-1 A-2000 rn PEP%, PLATE AT-ENQ 0 IF . ................ . . . ...... . U N D UKAI , MFE PER UNDERDRAIN IN t . ..... D C$ OUT - 00 EKDRAIN' q A-2000 UND D C5.06. INV�AN 4" ...... . OUTFALL iNV G SHEET -RCP OUTLET ',�JNDE A 9 I -3C- TYPE �3 7816.3 E RDRAIN Aim= 2 37.52'. �n A bRkJN= 8 -42'/ jNV INJS)�=783� FL)IN -EN6 ECTION -7 ---- ---- RED -41mv. 1NfW&Nj- 83 fNV. OU;1=27 A 10.1 VI 1)06� D I RriIlct V, 0 JW '78S9,i§2'­ P J0 OF [Nv� IN=7834.60' ��AT EP PE PE YNqWfbRAIN.PI R J INV. OUT'=7834.40' CS '7 ­DSTAIL Q-Sf�EET -011 84 4 3T NV IN4 -7 r- A 1 4f` 1' ;-79�5.83%�" IN U .0 rE AT END�, .6. ------ rL F y, UNDERDRAIN PIPE- PEE� k I- C5.06. 36A- 21::: 1 AFREA INLEr INV. IN UNDERDRAIN=783535' M -7 in -n --F -All N PIPE P -- -- --- - ---- - - ------ ---- 8:66 3- `Av: A D50 9", 18" 'U �,;IAUTRAI N= --- -------- ---- 7- THICK RIPRA A3 T7----, N L=3',I �7 2" HD ON - - - ------- - - ------- - - + 517" - ------- ------ .......... ....... 1V 12" HDPE FES - U UT= 824.59 77" 1+00 0 SWEEP GAS UNDER STORM SEWER 7840 7830 DA27JJI ZTA7 7M. 00 0+00 PROFILE J3C1-13A b lui C� 3 LLJ LU ow ou- I W11 60 4 OU- 1051 60 4z P a. 04 C L z LOD Z W 0 Z W 0 < t- - r� P, 0 W 1 L Z W 1 F- W W 11 11 " LU 11 11 < CL - F- [L LIJ 1. - z L'i g ta 7.- r,-. (L 2 S �Z6 Fn LU Z­i<ZW Zz 9 ((8, 3 wm� owzz b < 6: 0 - 0� ILI 9 W! z �: 6 W, - "i 0 a 1- 9 co C6 x D a Q 0 x z 66 eo < Z LU 6 >; M < -j z w a. Ir iiiiii 0- it =1 LU C0 >; ILI Z):R:� wo 0 a W < a W < co U- F-- 0 ZF:� >; z 5: 01- z 0 !4 F- CiJ 00 0 Ul z M 0 z Uj z Iz z :) -L .%09 3 0 D 0 D 0) zZZO 0 7850 --------- ---- ------ ---------------- ---------------- - - - ------- ---------------------- ---------------- A 5, 111 W z - ---- - ------ 2 > I- (L EXISTING 0< z FINISH GROUNDA GRADE 7840 ---- ----- ----- ------ ------------------------------- - ----- --- ------------------ ------------------- ----------- — ----------------------------------------- --------------- ------- 7830 A%v 0+00 18 RQE -' - -=: = Z 30-2 LF (a 1.01X AND GAS UND STORM SEWER I NS TALL C 90 0 PI F E 0+99.90 A 41-9 5- �7 50 1 ii�, v-� -3 IN LENGTH= IN -WIDTH 1 5.A gw,- THI 8" - -- ---- ----- iiv ;-2, M2 4, -T 4NV,JN=i829.2' N 4w - A --- --- - ---- Ao­ jp -- - --------- 7!, LU, Ipt 7 -- - - - --------------- '0 t CEA �11TYPICAL 5. A3 D(Or ci� D5Q 9 14 Lr@ 2.0% POAP, 0, j. LENGTH T ------- - ------- -- x, F., ------- MIN, VhIDTH�::;ail - - - ----- - ----- -- - - ----- -------- --- ---------- 18" t'k,, - N 44 P -IFE �T­ IE 1) U 8 0, . ... .. vv� z�, xx; ---- - - ----- k- - ---------- v 7 -3 TIC �O' Air 7 :,v 'E T -C ---S IMA' :7 gi, J-3L3--A� CONQ F -L -20 0 F- 7,132 , .0, PROFILE 13C -13A b N a b W LL 6!6 .. 0 0 ZCoo rH<DFILF= 130-6A1 DEL -Z W -j 0 �W-gN,0bWLLW6;r WW64 cl-00wo 0woz z z < Z W Z 06 -W K— >_. ic� Wx z < ad C-5 vi a: a CL 00 C) L) CR L) P- r- r- 0 W UJ < IFFFF F1 < Z LU 0 fn D co Zo A, a) CD 0. � a zo :) 8 < z R z 0 LLI cl) to — -------- CID 11 Z LU L6 Z z 6 1 a. () Z) - - ----------- --- - ------------------- FINALI 0 z cf.) z LU > Z � Z) LLJ ��; > z z � W F- W F< - z :GRADE ............. . .. .... . ......... .... ...... . ............... . ........... 0 9W zw W . ..... ----------- - - - .......... xA FINAL FINISH GRADE EXISTING Sol i GROUND 1+00 0 SWEEP GAS UNDER STORM SEWER 7840 7830 DA27JJI ZTA7 7M. 00 0+00 PROFILE J3C1-13A b lui C� 3 LLJ LU ow ou- I W11 60 4 OU- 1051 60 4z P a. 04 C L z LOD Z W 0 Z W 0 < t- - r� P, 0 W 1 L Z W 1 F- W W 11 11 " LU 11 11 < CL - F- [L LIJ 1. - z L'i g ta 7.- r,-. (L 2 S �Z6 Fn LU Z­i<ZW Zz 9 ((8, 3 wm� owzz b < 6: 0 - 0� ILI 9 W! z �: 6 W, - "i 0 a 1- 9 co C6 x D a Q 0 x z 66 eo < Z LU 6 >; M < -j z w a. Ir iiiiii 0- it =1 LU C0 >; ILI Z):R:� wo 0 a W < a W < co U- F-- 0 ZF:� >; z 5: 01- z 0 !4 F- CiJ 00 0 Ul z M 0 z Uj z Iz z :) -L .%09 3 0 D 0 D 0) zZZO 0 7850 --------- ---- ------ ---------------- ---------------- - - - ------- ---------------------- ---------------- A 5, 111 W z - ---- - ------ 2 > I- (L EXISTING 0< z FINISH GROUNDA GRADE 7840 ---- ----- ----- ------ ------------------------------- - ----- --- ------------------ ------------------- ----------- — ----------------------------------------- --------------- ------- 7830 A%v 0+00 18 RQE -' - -=: = Z 30-2 LF (a 1.01X AND GAS UND STORM SEWER I NS TALL C 90 0 PI F E 0+99.90 A 41-9 5- �7 50 1 ii�, v-� -3 IN LENGTH= IN -WIDTH 1 5.A gw,- THI 8" - -- ---- ----- iiv ;-2, M2 4, -T 4NV,JN=i829.2' N 4w - A --- --- - ---- Ao­ jp -- - --------- 7!, LU, Ipt 7 -- - - - --------------- '0 t CEA �11TYPICAL 5. A3 D(Or ci� D5Q 9 14 Lr@ 2.0% POAP, 0, j. LENGTH T ------- - ------- -- x, F., ------- MIN, VhIDTH�::;ail - - - ----- - ----- -- - - ----- -------- --- ---------- 18" t'k,, - N 44 P -IFE �T­ IE 1) U 8 0, . ... .. vv� z�, xx; ---- - - ----- k- - ---------- v 7 -3 TIC �O' Air 7 :,v 'E T -C ---S IMA' :7 gi, J-3L3--A� CONQ F -L -20 0 F- 7,132 , .0, PROFILE 13C -13A b N a b W LL 6!6 .. 0 0 ZCoo U- W C6 !6 0 LU 0 z 0 6 L6 DEL -Z Z III IS 2 0 - 0 W 1 1- Z rF­ W 11 11 j1-A<iF-0-Uj- 11 < Z16 11-- EL U, z < Z W Z 06 -W K— >_. ic� Wx Z LU in -; z � A'5 a 0 00 g--wd.R=! W< 0 F - (L W ::4 Z LU 0 fn D z W n 0 7850 — -------- ------- - ---------- 7840 7830 DAMM AZZV 7825.00 0+00 EXISTING GROUND 12" HDPE 11.6 LF @ 1.0% SWEEP GAS SWEEP ELECTF UNDER STORM UNDER STORM SEWER SEWER 1+00 W p < OW W 3 > LLJ -j LLI LLJ 13', CD z W 0 , 1-1 L 02 F - Z— WW 0, W LU LL (D Z11 z Z = W U) 00 z Z' L M 0 Z CID cn I-- F- W 0 0 2 CID 00 H ::) < x 7, LL W z W z 11 0 > 0 - 0 0 U0, .'k > 0 C n 2 � U� 11 0 = 0 > 't Z LU z z 0- a_ D 0 ZD - - ------ ----- Z LU L6 Z z 6 1 a. () Z) - - ----------- --- - ------------------- FINALI FINISH LU X LL W in -a- z of 00 0- L) > Z � Z) LLJ ��; > z z � co :GRADE (L Z) C) Z D 12" HDPE 11.6 LF @ 1.0% SWEEP GAS SWEEP ELECTF UNDER STORM UNDER STORM SEWER SEWER 1+00 A FINISH GRADE 571 LF LO) Z.U-, 1+50 12" 0 A LL W Lo -. LU 0 0) a- - (D LU to UJ 0 - LL EL C� - coo 0 C) it� L U b M 1 91 z umi Z" cr a CO S� CF) < 0 UJ z > � - 8 Z LU ;�; z -0�z 0-DOZZ) 2+00 2+20.49 AHEHIIHIM 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 ITHE CITY OFASPEN I ALPINE ... ....... ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 e EDWARDS, CO 81632 PH: (970) 926-3373 9 FX: (970) 926-3390 9 809003.00 W 3 EL 0 Uzj Lau �W- LLJ L) a: CHECKED: x LIL 19 I- LLJ T111 zo < Z co - LLI CID W LID --1 - LU C) Z LL Cr) 0 C,0 LLJ z C -D z A3 0 IL Lu M LZLI z < 0 6,11 M (L W;7:c zr) 00 7 CN 1,0 g LU W 9 0 LU 0 W CO r 0 6 Z 0 !6 z ;: " c) 0 Uj > — a !�= :I of C? W 0 -i LU z P LLI — LLI 0 0 LU X LL W in -a- z of 00 0- L) > Z � Z) LLJ ��; > z z � co (L Z) C) Z D A FINISH GRADE 571 LF LO) Z.U-, 1+50 12" 0 A LL W Lo -. LU 0 0) a- - (D LU to UJ 0 - LL EL C� - coo 0 C) it� L U b M 1 91 z umi Z" cr a CO S� CF) < 0 UJ z > � - 8 Z LU ;�; z -0�z 0-DOZZ) 2+00 2+20.49 AHEHIIHIM 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 ITHE CITY OFASPEN I ALPINE ... ....... ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 e EDWARDS, CO 81632 PH: (970) 926-3373 9 FX: (970) 926-3390 9 PROJ, NO. 809003.00 DRAWN: MW/HM CHECKED: 0 APPROVED: M LJL 000 LU 0 -j 0 < c) UJ .J 0— E)roo co PROJ, NO. 809003.00 DRAWN: MW/HM CHECKED: GLB/KAK APPROVED: KAK DATE: 08/31/2012 REVISIONS: 15-02-2013 AD -03 OZ ARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require lBuilding Permit approval SHEET= STORM SEWER PLAN SCALE: 1 "=20' SHEET NUMBER " C3006 SHEET INDEX MAP SCALE: V=5001 GENERAL NOTES:. 1. STORM SEWER STRUCTURE TYPES REFER TO THE COLORADO DEPARTMENT OF TRANSPORTATION M & S STANDARDS, CDOT STANDARD SPECIFICATIONS, OR ARE INCLUDED ON THE DETAIL SHEETS. 2. STORM SEWER El EVATIONS SHOWN ARE AT PIPE INVERT UNLESS OTHERWISE SPECIFIED. 3. ALL HDPE STORM PIPE GREATER THAN 8" TO BE ADS N -12 -HP, SMOOTH INTERIOR WALL PIPE. 4" SUBDRAIN PIPE TO BE SDR 35 PVC UNLESS OTHERWISE NOTED. 4. PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG THE CENTERILINE OF PIPE FROM INSIDE FACE OF INLET (OR MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE). 5. PIPE LENGTHS FOR LAST RUN AT OUTFALLS DO NOT INCLUDE FLARED END SECTIONS. 6. STORM DRAINAGE FACIUTIES NEED TO BE PERIODICALLY INSPECTED AND MAINTAINED TO INSURE PROPER FUNCTION. 7. STORM SEWER STATIONING IS INDEPENDENT OF ROAD STATIONING. STORM SEWER STATIONING CORRELATES TO THE CENTERLINE OF STORM SEWER PIPE AND THE CENTER OF INLET BOXES OR MANHOLES. 8. INSTALL ALL GAS AND ELECTRIC SERVICES AND MAINS ABOVE STORM SEWER EXCEPT WHERE NOTED. IF A CONFUCT EXISTS INSTALL SHALLOWS BELOW STORM SEWER. 9� ALL CONCRETE INLET BOXES SHALL HAVE A 9" SUMP BELOW THE PER COA STANDARDS. H RACKS DETAILS B AND G, SHEET C5.05). Z-3-\ 11. I-KLU)VIiUJt r-�_AS_Ll[NF_S_ AND -S-T-ORM-SIEWER AND ANY OTHER UTIUTY UNE. 13. USE ADS N-12 HP FOR 12"IDDAMETER-AT4D LARGER STORM -PIPE. USE ADS N-12 WT FOR PIPES SMAIIER THAN 12" DIAMETER. GRAPHIC SCALE 0 20 40 so SCALE: T- 29 CURB INLETS INSTALL SILT SACKS IN ALL CURB INLETS DURING CONSTRUCTION AREA INLETS INSTALL EROSION LOG (EXCELSIOR OR STRAW) INLET PROTECTION IN ALL AREA INLETS DURING CONSTRUCTION. NOTE: ALL DRAINAGE FACILITIES SHOULD BE PERIODICALLY INSPECTED AND MAINTAINED TO PREVENT CLOGGING. DO NOT USE MULCH OR WOOD CHIP LANDSCAPING NEAR STORM INLETS. . .................. PROFILE SCALE HORIZ: I" = 20' VERT: I"= I O' U) W CL �0 00 C� LLI 0 C) C) 0 -YR HGL - - - - - - - 5 -YR EGIL 3 100-HGL - - - - - - - 00 -EGL . . . . . . . [=jgr0_j=I W 17 "M 17 LF @2.0% 7830 A DATM J7" 7825.00 0+00 21+93 .. . ..... ... - --- ------ .. .... ...... . . . . . . - - ------- . ..... ..... ----- .. ... _ -- ---- -- -C:k 777-- 4J5j_F_4-PERP_ - ----- - -- - --- C INLET .. .... .. RIM546-.V . . ..... . ..... . ...... ------- A"11 3 CAL) C5_0 tA CLEANOUT-INV�4i()8' ...... - ------ ----- ...... 7-8 - ------ STA: 1-4-+,18. ---------- -- - ----------- - ----- -- ----- 4 - ------- 7 ------- - ----------- f3A AREA ----------- . ......... . .. . . . ......... . 14 y C . . ........... .............. ---UN ERD IN _T7k��m.4,� Z_ :�-"B- 3 x TAK 0 838 NV IN 18 4� _T_ INV. N 4 -SU. FT7TM [N,-� I AL I kv. O 9 F 4rPtVzt 61 �"ER�FC DE .7 ti I STALL 'A PVC A-2000 UND`FRDPJ0N--+_ F 4" PERF.' ........... ................ R STORM RIM .0 9,L 7 BAIE=43 6 Q-43' CPI 0 7 EF .......... ...... 1.5+- + 5.81 LF 1.65% iF @,2 Y' MLA I lu Up 5A1 144.T RR*r7839.861,� JA 10. 1 111V.,OUT�'75P34. LLF @ P -A SOLID A-2000 U VNDERDRA -------- - RIM 5A- 12' AR�& Rjt.�F..j'7842.75' low' 7842.25' STqRIM A OUTFALL� 11 V =7RI7.21 0RA__ DIA4 R1 I �P!A jN�,4� 3A- 2 �3 �QU5R 000 ERDRA P PE jNLEy_ "rIJA 1 r- /A I , 1, - -r-- '�7 P� 1.4 INV. IN=� -7 AT E 46 P RIM= 7 C4 2A& 12" Aila 05 RIM� 14Tt jNDtRDRAIN IN =7 1A- 12"AREAINLET bQ,ULDE WALL: 1: ;- ob � �­ E IDRAIN= 36.0� V. IN -Ms , -TM RIM= 7844.0' I I E JNV: IN L IN,(W& --7E IIT WEIRD IN=7840.53'. 05' - IUNDERDRAIN PIPE PER UNDERDRAIN=7839.98'. S�! PK; I V L =7 3,.,. 1-9,' V8 It 3 EN (Ny*!Iw_�_i�, 83jo 7 2 P PLATE�', END OF V. �u 13, fRO A V 11 A -EN6 PLATE AT ENEY'OF Z3 DETA#_ G SHEET C5.06. A INV. L DI RfFIC� �UNQERD RAIN PIPE PER %A I END OF/,-, N"' k PER r- �k IN n C5.06. -__J��WRAK,PfPE* j^1L'G-SHE­ET, 34 ' 60 DETAIL G'SII,pF C5.06. INV. OOT=7834,40' --�DE AIL,�SHEET5.06,-- ,-'fNV JM"4" UNWW FF2:!�7841: _Q .Oli 5 .VL _ �j� i � 3 3' INV, IN 4" R4 4 18" T Ck I 5 UN �17830,67' FF2­-7842,33 IF� 34 M1 - ----- TH=4 R ATE AT EN F DERURAIN PIPIf' �DETAt�jWt SUBDRAI 11� i F 6' -36A- 21 Ilk 3 [WC5.06. - - - - --------- --- NV. IN -4, LU/ UIN ERDRAfN=783! 4- WALLDFA01 Ty i3 -- - - ------ 7 C-� IA I �LNLJ AR CLT I---------- Z3 x '-\ --- -------- - - 7CS.06 - - - -------- 8. -0 N=78 D50 9"A -------------- - ---------- 3 T ------- - ---------- HICK,RIPRAP' ------ ------------ --------- --------- - ------- I12",HD 9B2---- - ----- - ­ ---------- - -- - - ----- - - Io 50 78' 7831 ---------- ----------- --- 2. .... ...... . 3 VNV. I Affw27. -7830 1Z MA _; _:L6 .30 2 _280! 2 351F 4" PERF. PVC C U B 7 0 '14 1 RIM=29.0' AS )O' BASE=28 UT WV� .ET CLEAN5 T 3 co / L i!� W t E 8 4 _' 3� j 'T - z i 0 (L r-_ Z LLJ U W a- 00 < �- CL 11 z < > < Z W Z z x - < co �WP3 W 2 rD 0 W_ w a. < W N 7830 PROFILE 1A -6A1 LU 3 Ir (6 C) it (6 ual 9 101 3 CLLU q �2 'W 0 . Lo CS LO LL W L) W LL LU 0 Ln _j !� 0 LL LLJ L, Z' :5 01 z 0 2= I.- CO j3 CL 0 n_ IL W 6o.m I zw z Z z C� W W �0040 it _j z x ir M owmw i i;, I ;Zoo -z I U.1 =� Z =� z 11 � W � - Ill LU W C, 12 2 0 ;�; C1 z W z z Z____ D z - ----- FINAL, -FINI. ------- - --- - Z_ GRADE F 12" I14DPj_jt ....... j_2-j_qDpj 18. - 0 5� �2094 �42.0 �LFO 2�1 4-+09.25 4+00 z a: 0 W CL 3+00 58.1 LF @ 1.65% A 1_1_� SWEEP GAS UNDER STORM I SEWER �0 C LU Lo 0 Ln U_ LU C) M 0 LL1 ,6 Z) C0 z CCU) 11 x 11 z z > LU C) - � 7 >; wo_ 0z W > z Z Z Z a. 0. Z) 5 -Z 0 EXISTING GROUN ----- - - - - -------- -- ----- - ----- V1 0 \-SWEP ELECTRIC UNDER STORM SEWER 2+00 18" RCP SWEEP GAS UNDER STORM SEWER 1+50 W _j 0 x z < Z * QD 11 Z 0 > > (0 Fr 9 Z 1+00 PROFILE 36A b EO W LL C) C,4 L) 0 LLJ ENGINEERING INC. Uj Z CN L0 0 M " Uj z :�r APPROVED- < DATE: IU co < C�, I Of 0 LU �_ � C� D C) 0 < \FINISH 1> ,GRADE z 7840 .... . ..... 17 "M 17 LF @2.0% 7830 A DATM J7" 7825.00 0+00 21+93 .. . ..... ... - --- ------ .. .... ...... . . . . . . - - ------- . ..... ..... ----- .. ... _ -- ---- -- -C:k 777-- 4J5j_F_4-PERP_ - ----- - -- - --- C INLET .. .... .. RIM546-.V . . ..... . ..... . ...... ------- A"11 3 CAL) C5_0 tA CLEANOUT-INV�4i()8' ...... - ------ ----- ...... 7-8 - ------ STA: 1-4-+,18. ---------- -- - ----------- - ----- -- ----- 4 - ------- 7 ------- - ----------- f3A AREA ----------- . ......... . .. . . . ......... . 14 y C . . ........... .............. ---UN ERD IN _T7k��m.4,� Z_ :�-"B- 3 x TAK 0 838 NV IN 18 4� _T_ INV. N 4 -SU. FT7TM [N,-� I AL I kv. O 9 F 4rPtVzt 61 �"ER�FC DE .7 ti I STALL 'A PVC A-2000 UND`FRDPJ0N--+_ F 4" PERF.' ........... ................ R STORM RIM .0 9,L 7 BAIE=43 6 Q-43' CPI 0 7 EF .......... ...... 1.5+- + 5.81 LF 1.65% iF @,2 Y' MLA I lu Up 5A1 144.T RR*r7839.861,� JA 10. 1 111V.,OUT�'75P34. LLF @ P -A SOLID A-2000 U VNDERDRA -------- - RIM 5A- 12' AR�& Rjt.�F..j'7842.75' low' 7842.25' STqRIM A OUTFALL� 11 V =7RI7.21 0RA__ DIA4 R1 I �P!A jN�,4� 3A- 2 �3 �QU5R 000 ERDRA P PE jNLEy_ "rIJA 1 r- /A I , 1, - -r-- '�7 P� 1.4 INV. IN=� -7 AT E 46 P RIM= 7 C4 2A& 12" Aila 05 RIM� 14Tt jNDtRDRAIN IN =7 1A- 12"AREAINLET bQ,ULDE WALL: 1: ;- ob � �­ E IDRAIN= 36.0� V. IN -Ms , -TM RIM= 7844.0' I I E JNV: IN L IN,(W& --7E IIT WEIRD IN=7840.53'. 05' - IUNDERDRAIN PIPE PER UNDERDRAIN=7839.98'. S�! PK; I V L =7 3,.,. 1-9,' V8 It 3 EN (Ny*!Iw_�_i�, 83jo 7 2 P PLATE�', END OF V. �u 13, fRO A V 11 A -EN6 PLATE AT ENEY'OF Z3 DETA#_ G SHEET C5.06. A INV. L DI RfFIC� �UNQERD RAIN PIPE PER %A I END OF/,-, N"' k PER r- �k IN n C5.06. -__J��WRAK,PfPE* j^1L'G-SHE­ET, 34 ' 60 DETAIL G'SII,pF C5.06. INV. OOT=7834,40' --�DE AIL,�SHEET5.06,-- ,-'fNV JM"4" UNWW FF2:!�7841: _Q .Oli 5 .VL _ �j� i � 3 3' INV, IN 4" R4 4 18" T Ck I 5 UN �17830,67' FF2­-7842,33 IF� 34 M1 - ----- TH=4 R ATE AT EN F DERURAIN PIPIf' �DETAt�jWt SUBDRAI 11� i F 6' -36A- 21 Ilk 3 [WC5.06. - - - - --------- --- NV. IN -4, LU/ UIN ERDRAfN=783! 4- WALLDFA01 Ty i3 -- - - ------ 7 C-� IA I �LNLJ AR CLT I---------- Z3 x '-\ --- -------- - - 7CS.06 - - - -------- 8. -0 N=78 D50 9"A -------------- - ---------- 3 T ------- - ---------- HICK,RIPRAP' ------ ------------ --------- --------- - ------- I12",HD 9B2---- - ----- - ­ ---------- - -- - - ----- - - Io 50 78' 7831 ---------- ----------- --- 2. .... ...... . 3 VNV. I Affw27. -7830 1Z MA _; _:L6 .30 2 _280! 2 351F 4" PERF. PVC C U B 7 0 '14 1 RIM=29.0' AS )O' BASE=28 UT WV� .ET CLEAN5 T 3 co / L i!� W t E 8 4 _' 3� j 'T - z i 0 (L r-_ Z LLJ U W a- 00 < �- CL 11 z < > < Z W Z z x - < co �WP3 W 2 rD 0 W_ w a. < W N 7830 PROFILE 1A -6A1 LU 3 Ir (6 C) it (6 ual 9 101 3 CLLU q �2 'W 0 . Lo CS LO LL W L) W LL LU 0 Ln _j !� 0 LL LLJ L, Z' :5 01 z 0 2= I.- CO j3 CL 0 n_ IL W 6o.m I zw z Z z C� W W �0040 it _j z x ir M owmw i i;, I ;Zoo -z I U.1 =� Z =� z 11 � W � - Ill LU W C, 12 2 0 ;�; C1 z W z z Z____ D z - ----- FINAL, -FINI. ------- - --- - Z_ GRADE F 12" I14DPj_jt ....... j_2-j_qDpj 18. - 0 5� �2094 �42.0 �LFO 2�1 4-+09.25 4+00 z a: 0 W CL 3+00 58.1 LF @ 1.65% A 1_1_� SWEEP GAS UNDER STORM I SEWER �0 C LU Lo 0 Ln U_ LU C) M 0 LL1 ,6 Z) C0 z CCU) 11 x 11 z z > LU C) - � 7 >; wo_ 0z W > z Z Z Z a. 0. Z) 5 -Z 0 EXISTING GROUN ----- - - - - -------- -- ----- - ----- V1 0 \-SWEP ELECTRIC UNDER STORM SEWER 2+00 18" RCP SWEEP GAS UNDER STORM SEWER 1+50 W _j 0 x z < Z * QD 11 Z 0 > > (0 Fr 9 Z 1+00 PROFILE 36A Cn LLJ LL W (L a 0+00 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY OFASPEN b EO W LL C) C,4 L) 0 LLJ ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT Ag Z CN L0 0 M " Uj GLBIKAK APPROVED- z M CD r- W DATE: 08131/2012 11 F- FL W 0 Of 0 LU �_ � CY00 L.LJ < 110 o _j CL Q� =� < LU LLJ (D (O M 0 3 z W z FINISH LU GRADE - - < 7830 ..... ..... ---- ------- W 1 12" HOP 67 LF @ 1.0% DAYUH JMFV W 7880.00 III co(n Ld 00 C� 0 x CL Cn LLJ LL W (L a 0+00 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY OFASPEN .-ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT Ag P.O. BOX 97 a EDWARDS, CO 81632 PH: (970) 9M3373 9 FX: (970) 926-3390 GLBIKAK APPROVED- KAK DATE: 08131/2012 0 0 CY00 L.LJ 0 _j 0 (D LU 0- < PROJ, NO. 809003.00 DRAWN: MWIHM CHECKED: GLBIKAK APPROVED- KAK DATE: 08131/2012 REVISIONS: 15-02-2013 AD -03 I @ OZ ARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval -------------------------------------------- --------------- SHEET TITLE: STORM SEWER PLAN SCALE: 1 "=20' SHEET NUMBER C3307 00 ,n CC) LLJ V) CD C) n - L4�L -- -- - ------ --- -- ... .. ----- ------ - -- -­ ... . .. - --- ---- ..... ...... ------ .... ----------- t- - -------- --------------- -------------------------- > > Z -- -- ------- -\X Ski ----- ----------- ------ . . ........ ------------ - - --------------- --7849 - - --- - ------- tx SHEET INDEX MAP SCALE: 1"=500' -------------- - I- - ----- - ------- 16 OV .... . ...... t 32 GENERAL NOTES:. ----------- PORTATION M & S STANDARDS, CDOT TIONS, OR ARE INCLUDED ON THE DETAIL ---------- 1. STORM SEWER STRUCTURE TYPES REFER TO THE COLORADO A INSTALL E CTRI SHEETS. U INDERSTORM 2. STORM SEWER ELEVA11ONS SHOWN ARE AT PIPE INVERT UNLESS "INVET e L QAS� THICK, WI D. . ..... A* LAiN=18 UNDER �W -1 2 -HP, -,or- -A- 3. ALL HDPE STORM PIPE GREATER THAN 8 TO BE ADS N Ii&TA -SHEET 4 ifi iV,,4:200 U OL -RQ 4. PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG UNLESS OTHERWISE NOTED. UN DRAI SMOOTH INTERIOR WAL 1kvT EN L PIPE. 4" SUBDRAIN PIPE TO BE SDR 35 PVC 4� ff r DER -7829,�2' 'UT= I v 78 �M PE FROM INSIDE FACE OF INLET (OR t; EAN ppe MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE). :tp 5. PIPE LENGTHS FOR LAST RUN AT OUTFALLS DO NOT INCWDE .5 01' FLARED END SECTIONS. F1 AND MAINTAINED TO INSURE PROPER FUNCTION. 2� - ------- ------ t7,7839 6. STORM DRAINAGE FACILITIES NEED TO BE PERIODICALLY INSPECTED tWR 7. STORM SEWER STATIONING IS INDEPENDENT OF ROAD STATIONING. LET -'r DPE C5.0 (TYPIC 2' '.A :tN 3.66 INLE 32.50' INV 8 IMANHOLES. " , F 1 STORM SEWER STATIONING CORRELATES TO THE CENTERUNE OF THE CENTER OF INLET BOXES OR INV. IN 831 30' 9=7832.30' I8. INSTALL ALL GAS AND ELECTRIC SERVICES AND MAINS ABOVE STORM OTED. IF A CONFLICT EXISTS INSTALL INV.,A (W) -DI 11 PRQ E 0 49 A ORIF R ---JN P -,--E'PER IM U DRAIN P SHALLOWS BELOW STORM SEWER. E IV SHEET AN IRIM= 7933.68 INV`. OUT=7 INV� I 8 9. ALL CONCRETE INLET BOXES SHALL HAVE A 9" SUMP BELOW THE 70 1 OB -,127 E PER COA STANDARDS. 783'.75,-- INV. IN:#7828 10' OUT=7827.W 75' �-K R19RAP,,,,, 7'832.42--- INV. OIJI!g-76k. 4=743$ 83' A 413- '00, I I , . PROVIDE DETAILS B AND G, SHEE DI f 7,j :* A V16 LF 4) E H ACK L) :R�F k/ ORME PLATW�-&T. A 4 MZ f 41)" 11111111 BASE ---'38.51 NJ 825.0 DETAIL G tND RAN W=3' :-.T C5.05). PEDESIRIN-4 1299 83 12 EAR 11 TWE N = 3 2 9 3 E AQE-kd 4 IbRIffON^ I RIM= 7 INV. OUTi� CtEANOUT P =R. 11� A LITY LINE. IOT t Al IL 0 U C6.106. L A PVC SHA A E 4 �HEETd` - OW IN AN 4 kL -a zu 3 �, . -- "I ", , A 3 LE UNDERDRAIN=7831 5V AIN GARDENS AND SAND FILTERS. -7836.50'. IER M /UN 7840 OT�� 13. USE ADS N-12 HP FOR 12 DIAME RM PIPE. . . ........ 61- 3 04 LET."' 4 USE ADS N-12 WT FOR PIPES SMALLER THAN 12" DIAMETER. F172- A EA IN RIM= 7841.00',7 12"AREA INLET f4B --7829,33 9B-Ely8AR RIM= 7838,25' 3 5.0 F:PVC "31X'0RtFIC PLA low 00, 119112'�' 4o CONC. MANH(kE INV. OUTi N - -10 IN . e L DRNW78 RI VID 3/8 Ir -INV 35.63' AT,ViEND OF UNDERIJRAJN­ IP r r%%-�v lur- j PEF(DETAIL G SHEETT, T INVAN41322,85' j2L d 829 �DA INV, 4* SU AT END OF UODERDF�, IN RA :4 '�* "bN RB V. 4 DERDF A't.- �j 1 ri T -58 :1ER DETAIL G SHEI�fb5a GRAPHIC SCALE C T�:; r CU , . , 8 � :� S C INLET -W5.64 Ty.PIicALT7- NV, IN 4 - ---- - ------- 20 "UNIj DR 40 . 0 80 t5 4835.76 A '3'GURI5-,!PLET x R- - - - --- - --- - ----- - - ---------- :j: -INV. IN41W 6� SCALE: 1r- 29 INVAIN 4" SU6 --------- INV. OUT=7823.40 "-I )k' 827 ENIJ­ -DfA-0ffl1F1C -F-UNDERnRAIN PIPE PER DETAIL G -- -------- 7 -_PROVIDE 3i 0 CURB INLETS INSTALL SILT SACKS IN ALL CURB INLETS tDURING CONSTRUCTION ittAREA INLETS INSTALL EROSION LOG (EXCELSIOR OR itSTRAW) INLET PROTECTION IN ALL tAREA INLETS DURING CONSTRUCTION. NOTE: ALL DRAINAGE FACILITIES SHOULD BE PERIODICALLY INSPECTED AND MAINTAINED TO PREVENT CLOGGING. DO NOT USE MULCH OR WOOD CHIP LANDSCAPING NEAR STORM INLETS. PROFILE SCALE HORIZ: I" = 20' VERT: I"= I O' PROFILE 15131-14B 809003.00 LU LLJ 0 -j ER a_ - GRADE z LU Wj- 0 U Luj EO z LU M - 00 cr-0 00 C) x (D LU U) L1 Cf) co if x M r- LLJ 00 11 Z) 0 r- It >< M M -j 0 W LLI a. 0 00 > :5 U8 L) K L6 *, W EL- < 0 111 F- 0 W z N -.1 - z 0 jr W < LLI = 0 (n 0 4: N .11 C'4 co 11 4 2 CL 11 N M: Uj rn LU (D a M r-- C\1 ;;T C1144 5?2 =1 -i z co 11 r- �� z -0 CI) LL - < Go 11 < 0 F- 12- Lou > > ......... . ------- - ------- ------------- a W 5: z a of 9 Z 7840 ------------ I 11 !�., 2 oujw X 11-- W > z in - ------------------- 0 z � K z FINAL FINISH W � Z = GRADE LL X Lo CL 0 (j) Z- LAJ (L L61 �i (L M L" W 0+00 0+15.49 -YR HGL - - - - - - - 5 -YR EGL 3 100-HGL - - - - - - - 00 -EGL . . . . . . . . . . . 7 ,21Y .50' .30' 14OPOSED 3 -TORM SEWER ASEMLENT (TYP.) PROFILE 12B -6B1 F- LU -j LLJ z -j CO z LU 01 rl- C� 11 11 10 N r- C X cr) F - x OD 0 0 7850 .......... .... . ............... X ------­- EXISTING L GROUND FINAL FINIS SWEEP ELECTRIC GRAD [UNDER sToRm 78 SEM .......... . ......... -7 ... .. .. ... ... ... 15" RCP 0+00 7U-NrER 0+40.48 S SEWER -y iC" I-- - ------- IIN 4- . ...... . ... ... ...... ... F! 4L .4 IZLL QAS ..... . . ... .4, fun) F2=7843, 1 =7 8 f?A-cy C13. -.0 H E 1�-T ST 12" AREA INLET 1 7133.1 RIM= 7829.50' INV. IN 4" SU NV (XJTVz7FI28 86' t.... .. q3.1 0 31 LF 4" PERF MA 7r HLINESH 09 2 C 3' BDRAIN= 2�. r4, fT C PROFILE 58-91B v 809003.00 LU LLJ 0 -j ER a_ - GRADE z LU b co Lq 0 U Luj EO z LU M - 00 cr-0 00 C) x (D LU U) - ,*, 11 Cf) co if x M r- LLJ 00 11 Z) 0 r- It >< M M W----------- W X50ZF- > > (O > Z > :5 U8 xi a- N ca) 1.5% 0- X Go &r) LU ED rZ 0 WIII 4 2 CL 11 N M: Uj C14 Co N @ 6.70 W 11 a g: 0 (1. z 0 I C) LLJ C'i co 11 -j cj F- ......... . ------- - ------- ------------- CCO, Ri U, W z 4 0 co 11 z 11 0 D L) Z;5 x - :5 LU I r z in - ------------------- 0 z � K -- - --- - ---- ----------------------- - --------------- - - - ---- ------ W � Z = Z LLJ = V) LL X Lo CL 0 (j) Z- LAJ (L L61 �i (L M L" W I & (In ---------- v 809003.00 LU LLJ 0 -j ER a_ - GRADE z I C3 :5 F- b co Lq 0 U Luj EO z LU M - 00 cr-0 00 C) x (D LU U) - ,*, 11 Cf) co if x M r- LLJ 00 11 Z) 0 r- It >< M M W----------- 0 X50ZF- > > (O > Z > 1CP P ca) 1.5% 0- < WIII @ 6.70 ......... . ------- - ------- ------------- - ---- - ---- - ---- - - --- - - ------ --- - --------- Ld (n Z = Z LLJ = V) LAJ (L L61 �i (L M L" W I & (In 0 V) 2+50 3+00 LLJ 809003.00 LU LLJ 0 -j ER a_ - LLI z I C3 :5 F- b co Lq 0 U Luj EO z LU M - 00 cr-0 00 C) x (D LU U) - ,*, 11 Cf) co if x M r- LLJ 00 11 Z) 0 r- It >< M M LLJ z 0 -> LL - LU -0 0 X50ZF- > > (O > Z > 5- a. 5 EXISTING -GROUND LLJ C) Lq CN co 11 x Z 117 2 > > 15" RGP H 15" RG i8" RCP ix=" ��; i Z _6 26.6 LF @'I. 5 A LF @ 3.2 o U) a: 0 x ad 4+00 Uj U LL If C.6 W ul 0 LU L6 -j - < LL Li C) z 0 0 a- Gj m uj W C-,, ccc00� Z Z) co r- LU L) co M ]I EI) co r -Z UJ � C1 (D !�T j2 100 11 0 I:= - T X z C) - Uj LU < - LU Z z 0: zW z co z FI N A L F I IN I SH GRADE z 5+00 W �0 a Uj �0 co C; LO W n C) a. co + C) LO N z 12" HOPE r29'8 E=1ING-- GROUND � b W C? 0- Zj 11- L6 06 CL z 0 2 A< I- LU II LLU %- W2 MDWZ cr W -0000 Z z W < LL ----------- - - - -- .0 LU 3 R5 R 0 Wz > 7830 7820 5+92.09 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 ITHE CITY OFASPEN I ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 e EDWARDS, CO 81632 PH: (970) 9&3373 9 FX: (970) 926M90 PROJ. NO. 809003.00 DRAWN: MWIHM CHECKED: 0 APPROVED: 0 DATE: 08/31/2012 LJJ 0 j 0 (D LLJ 0- < PROJ. NO. 809003.00 DRAWN: MWIHM CHECKED: GLB/KAK APPROVED: KAK DATE: 08/31/2012 REVISIONS: 15-02-2013 AD -03 OZ ARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require ,Building Permit approval 61 -ILLI 11ILL: STORM SEWER PLAN SCALE: 1 "=20' SHEET NUMBER C3008 I U� CN co C) T� ln� LLJ 0 SHEET INDEX MAP CURB INLETS INSTALL SILT SACKS IN ALL CURB INLETS DURING CONSTRUCTION AREA INLETS INSTALL EROSION LOG (EXCELSIOR OR STRAW) INLET PROTECTION IN ALL AREA INLETS DURING CONSTRUCTION. NOTE: ALL DRAINAGE FACILITIES SHOULD BE PERIODICALLY INSPECTED AND MAINTAINED TO PREVENT CLOGGING. DO NOT USE MULCH OR WOOD CHIP LANDSCAPING NEAR STORM INLETS. PROFILE SCALE HORIZ: I " = 20' VERT: I"= I O' PROFILE J6A3-16B Uj W _j Uj co �I) < BO - - �6 X (6 WW co r ( - 0 W LLJ 0 n. L6 X Ca CO 11 2, EN N Z 0 N C,4 R" I- (D I Z ly F 0+00 -YR HGL - - - - - - - 5 -YR EGL 3 10D-HGL - - - - - - - 00 -EGL . . . . . . . . . . . GRAPHIC SCALE 20 40 80 SCALE- 1'= 20' SCALE: 1"=500' GENERAL 7OTES:. 1. STORM SEWER STRUCTURE TYPES REFER TO THE COLORADO DEPARTMENT OF TRANSPORTATION M & S STANDARDS, CDOT STANDARD SPECIFICATIONS, OR ARE INCLUDED ON THE DETAIL SHEETS. 2. STORM- SEWER ELEVATIONS SHOWN ARE AT PIPE INVERT UNLESS OTHERWISE SPECIFIED. 3. ALL HDPE STORM PIPE GREATER THAN 8 TO BE ADS N -12 -HP, SMOOTH INTERIOR WALL PIPE. 4 SUBDRAIN PIPE TO BE SDIR 35 PVC UNLESS OTHERWISE NOTED. 4. PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG THE CENTERILINE OF PIPE FROM INSIDE FACE OF INLET (OR MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE). 5. PIPE LENGTHS FOR LAST RUN AT OUTFALLS DO NOT INCLUDE FLARED END SECTIONS. 6. STORM DRAINAGE FACILITIES NEED TO BE PERIODICALLY INSPECTED AND MAINTAINED TO INSURE PROPER FUNCTION. 7. STORM SEWER STAT10NING IS INDEPENDENT OF ROAD STATIONING. STORM SEWER STATIONING CORRELATES TO THE CENTERUNE OF STORM SEWER PIPE AND THE CENTER OF INLET BOXES OR MANHOLES. 8. INSTALL ALL GAS AND ELECTRIC SERVICES AND MAINS ABOVE STORM SEWER EXCEPT WHERE NOTED. IF A CONFLICT EXISTS INSTALL SHALLOWS BELOW STORM SEWER. 9. ALL CONCRETE INLET BOXES SHALL HAVE A 9" SUMP BELOW THE "�PER COA STANDARD I S. 0. ALL ST RP '' I IAM TER AN H ACK DETAILS B AND G, SHEET C5.05). nO BETWE 11. VKUVIU K I IUA 13 1-1 N AL L A A�, 1 �bL�WER AND ANY OTHER UILITY LINE. 2. AILC P ,_RF0 076 PVC SHAH I U L U IN GARDENS AND SAND FILTERS. 3 13. AMtlLm A D LARGER STORM PIPE. USE ADS N-12 WT FOR PIPES SMALLER THAN 12" DIAMETER. PROFILE 16A -5B W In a Uj �0_19 W EL- W) j W 9 Ci[LILIJ DAYUV JMW MO. 00 z LLJ (Do . C < 0 CD 00 PROFILF= 1B2 -4B1 b c� co Z Lu 'd ", 11 0 00 _j IN 1- 0 00 11 D = r- z z z C� < 22MEKK :0z_ 7840: I 7830 DAMM M" 7820.00 0+00 U) 0 IL En - UU LLJ Co. P4. Lq rt� o u LU Z < LU .u. Luu, 11 'No z ILU (n Of LU CD 11 5 U, Cl) 0, F- Ll� Ld 00 _j F- .. - O' U_ < It CM 0 LLI EXISTING z GROUND > 0;;, Z�,C� E 9 ----- ! ---- U ---------- Z W Ir 1U LLJ Z - - ------ --------- a. - FIRALRI14-ISH GRADE (L L� LU 9 b Z CL, � Z, 11 < �, Lb LU CD re �0 . cli M P, C0 11 C%j P` I.- CQ � ILI �b co z W "3 M, z 'I[ 0+00 1+00 2+00 PROFILE J-SFDB1 - J6A1 F_ LU z W _j Uj z ILLJ W i:q 0 Dc Ln L) - - �6 X (6 M Lli LL r ( - 0 W LLJ 0 n. L6 11 Z Z 0 11 L) 2 R Z_ 'No LL LIJ L) 0 9: Lq C,4 R" I- ?< Ud 1W W co LU a) I(D R z K _j z m I[ 0� Ei Er U:J, zM Ujyj<K0 8 0 'R < > > ow U. CL r? CO ; Uj W Z 0� Z 5 M d -j- 5 0 K 9 FINAL FINISH >- GRADE ............. ............ ..... E 110-011111111111 F- W __j z L0 b rl-, NW < z IN co z > > z W z 0+95.40 0 z W � 0� LU < LCLIL (Ab LL M C'D CUL, r 11 LU W cc a- z 0 Y Li ;� � :5 K 0� ca W ' * �' 9 M C-4 Z) (a 0 C9 C6 Go 14 I- 2 -ea *- "C_ z 04 0 W LL :Wc.;-, M:E::!= ]WOLOOK PROFILE JPX1 - 24B ..... .... . .......... .... . ........... .. .. . ......... .... ......... ... .. - - - - - - - . . . . . . . . . . . . . . . . . . -24- MPF - - - - - - - - - - - - -- .............. --------- -!.I 5.3,L LF @j__69% . . . . . . . 0+00 1+00 0+00 0+00 Lj _j 0 Zo U, z 0 LLJ C) W8 z W 9W CHECKED: z ILLJ W i:q 0 Dc Ln co LU _j LLUU �2 W Cn W X W _1 M Y=O�Z060Z 11 (L r- - co 0 L) :r z - 11- co 11 Z Z 0 11 L) 2 R Z_ ----- - -------------------------------------------- 0 Lq z --------------------------------------------------- < > > I(D R z K I; ..... .... . .......... .... . ........... .. .. . ......... .... ......... ... .. - - - - - - - . . . . . . . . . . . . . . . . . . -24- MPF - - - - - - - - - - - - -- .............. --------- -!.I 5.3,L LF @j__69% . . . . . . . 0+00 1+00 0+00 0+00 Lj _j 0 Zo U, z 0 LLJ C) W8 LIJ _j W 9W CHECKED: z co LU _j LLUU to M z CL QD 0 LU -L - CM 0 4 e-n IUD I- ----------- L ---------- 31 ItA T -- - -------- A" uj� ;�KLJ"IN I -w `AT END' �x -ZHEET C5.Q6' 00 - ------- - - -------- PIEWIETAK- I =7829r.5 2 ---------- - - ----- -- ------------ r V I4 I2 6 I 7 - - ----- ---- I5% r I78 `1 '15", II4e `b- I7' jr B TA 4 27, P EDESTRIAN �RIM- IIINV OUT�':�7825 FM I4 LW 20 LJECTRI �,A '\S )ILL E DER (I 4D 6 A e I. OB- 12" RIM= 7849 INV. OUT IB2'- 4'CONC. tl INV., IN 4' INO I V#3 RIM= 7 - ----- 3B- 3- x T AREA INLET T7K7� PROVIDE INV,.1h hy INY,. K4" SL RIM - ------- 1= 7827;25- )EID IN 0 AT END A 2+00 - ---------- CUI1413 114LET PER DIET 5. (T)(\PICALF77 N 4' INV. OUT=7821.85.,,-,�_ INV. IN=782� 05' g' K% Iej vv ET 4 IN= %7kE 'ODERDRAIN OUTFAL IN ����!J�STALL ENDWAILLAMTH 4* VAN 4" SU E­AE1IJVE TOP -OF, INV. OUT -7823.40' GM3) -Df" PROVIDE CAP WITH 3/8", PROVIDE 34 _RtFiCg-PLAN�.'� D-."' VERT IC16TOF P_ 1, p UFUNDEfWfl" PIPE PER DETAIL G� =7834.0 18 W LET 2 --- - ------------- 0. 7 - ------------- -------- - - ­ 7830 ALL GA4 IOS'b 3 .0 t ST STORM ISIEWL'IR 27 UNE- E FASEME f4f (TYP CH ICO IT 30B AREI4 IM= t826-006! '020 INV.. INIII R .40' 1 IO I8 --------- - ------------- It v, co IItL I. .. .... i. 46 i E x I4817. 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V, " I - �r , , viii -7 1 1 ! ,:24B- 12' AREA INLE I z, I . , 1, - �, � � - - - ­­ " �'- ,�,�� :,:_. "x, .. 1 � I . I 1'r ,-! A ��_ �� f -t: ,_�_V. I I � �:_­,� - , , , - 1� . � I ' . ,��T��,�, ­, �::: I � ,C, 2,,:�,-,* , , .­_ � i : I I ­ --- I JT 47 I., 1 .. I � 1. 1. . , , � � . � j I I— . 1�sk.�.\. - -z �fv4�, 1D � _ _�.� ... '� -_ _�;­� , , - UNLESS OTHERWISE NOTED. -+- ,,, - ;� 42- _3'-jR04I`fi1T ,­ - ---' INV:i , . � I -4b- -, - ",", 1 ",:" 1, - .1 - � � ".111,11, `� 11 RIF , . , , _f 16 `� � � � : " �,,­x �, - I _.� , - - - . 9 I I ,__ 14561- -� , , ::, �,�_�­­ r", ,­�: � I ; _� � �_ � � I I EA I = 7RIQ R .1 I , .: I - ..-.-; �-� I . �.-._,.,, i 11 -11. c I I � I �K�, : ,--��:,-v� .1. lw' v . I _,,�, �i 7 1 1 4. PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG INSTAL� ELECTRIC -�i% -, - -- . 1. �, . . ' ' :1 � � . I � , ��,,,­_--,:i ... �, � - - , �_J , -. , -- V_ 1�1 -- L i� 72 ' 1 *�4;- --- - I.. 78%.,17:,, i__, 1'� 2' 2' , _:_, . � � ��i) " , " - N_ > � �, k'-"%�, -� �; 4 , 9`1' 11_ INLET f' �' ,," . I I " 11 , ", � , / "I I � " I ... I , I "" . �` I �, ---: . � -1, I . , - I . � r I , - Ij I I � 1-1. - z __­ � : .1 I . I , I I - - I I I I _�� " �,­,_ " _ � "' 1. � lv_� i-, " " - �1, " -,F ... " `q - __ - I , �� � ' PROVIDE AA ORIFICE - � _.��, , -4r,,��, , I � .� , " ! - i* � . I 11, -Lp ----- i�­-,',� - 1, . � !''.1-'el-� 11- G - ---- � --- I % - RIM= 7821".W' I CID .1 . I I A � '� "' ��_, - ,�­­ -' �� �. ..., - ,_.,,, � � " ,i. 1 !,: -!; -%.,_.�,",- " - THE CENTERLINE OF PIPE FROM INSIDE FACE OF INLET (OR UNbER'8TOAM DU r 8 1p.F ; , 7i 1p - " -,I I INV.. Tim 8 .7 1 -\.," -, -, ,,�r , . . , � I f 7.8 A 3 1 � -, . " I "',­ ` ,� - . 28113 1 ��, ` - , " -- � �­., : _111 �� . P, I ',�,',�,`, _­ - -_ - I 111. iv -1 I — , - . r%j � I ;,; �­` 7 � � —, ­� �_­__ I - - ��,,m,- . I � I ----- - t - i � %—_ j.uyo �'. .1 .;/.,;1 4-11- 11 ,ii,� . lo. !� i " P�, - I—.) , � __ , _11 11 ­­­ I N). ", ; : j ",� , , / __ �_ � 1 , " I , % , i,, , 8,? . 1, _-41.-_ , ,I "RAIN`G I- ; %� - I I INV__0IITii PLATE AT END OF 23B- 12"AREA,INLE*M_- �V I , , e � ­ �­ ./ , llo �� �§, - � :!��::,: :ii� �j ­ . "' // ­ NJ .� -, ��_ t-N.J 11. 1__.L� I � -­ ., , - I -F2=7833333 : 1 . '. , , 11 Z __.____,___ `!� ; I _�K 6-1.) "I, \ __ , � " !, ".1, �],,,�:��_,-_!�,��-,T , - , '. f - _ � , .11, . I , ­ ,/ ,4" \,\ , , . I . '! �; !.t - /7--j,C',11, 1 1 , , '� 1�:rl :�. . j ---.,, - i ,_ ,'.,- , �� V� -j 1 :: 0_�,,F, 1. '. - J, , j, ! UNDERbRAIN PIPE PER , � RIM= 7821. '; . . � . � , . i: � I": 1-1 , - - . , ' � ,� � . ­ 11 � I � , � - 1 5. PIPE LENGTHS FOR LAST RUN AT OUTFALLS DO NOT INCLUDE � ------------ - ------- � ----- - ------------ ---- I Q I ; � �, 1�;i:�./ ,�,7� ; � , � �'. � . I - � � g M. . : '. � � ,,,,, :� ,,�, I I , I . � ­ ..= "' MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE). � L I 4 1 :; I UNDE - I - � � __1 ,=$AA �_A "I" '! ��i.. - T� � - -_ " - I , - .1 ,.'\' �L "I . , I I, L;LtAN - Lr) 4 i % j�. I r, - I ir-r' I I rn , � 11,��, I I , " '11, : -,�::,, -_ - - j-) � 1� ,:"-r �, N I � � , .. - - I NV. OU -7815.9 � , j 1�� , , ;�;z " 1`1_1 "T J, k �, 1 k',�j-, � �', , " 1� I I f , , - .1," 1, , I ) i DETAIL G SHEET C5.06 � � I I , - 1: I F I '_,_A�__ ­ . -1 , '-, 11, I , - . , , I - � - I " � " .1,, - , .4 � I , i % -1 , r jpiv�,T§ , "'. .. I - -1 I V. IN 4" 1OVIDE 3t8: DIA �, " " - � " FLARED END SECTIONS. I I , I r , J� K -f- 1 =7 8 2 42 �'T � , CP �,"A.,id �z:- --- 11'.-.i� � " _4 '2 -�,_ - I - I I - � ,�_ m, iii B INLET � � I ,� , / I" :, .�, " .�,�!k - . �' ���,' - I �� I F V .1 'r .- :__ ,If__-__ j - 1, RI " I n, 6, _ , I T1_ ." _­.::�� ...... xL_f '. - y" , , 1� ,� I ' �­­­ � to. !,'28 D' 1!:�111 - , I I , _', ,b � A � III ".1"', . . . I ­ / / �,�f­ 1 � "I "r, _1? � ,� .�;. - � Q21 i, ,�O­ .1 I - . ,�111�1 I", , - 1 . . ...... �, �, ,� " 11 I .1 I � I - - � _� 1. _Li�Ljj_ - " . . 6. STORM DRAINAGE FACILITIES NEED TO BE PERIODICALLY INSPECTED . . /I ill ""' ...-, - I '- I 'i , 7815.63'1 UNDERDRAIN- 1, A r END OF LINDE PIPEA . . 2213- 12"AREA INLET . , , 11, / . " I �'. �, �! � �,, I - - I , , :,5 ;�� a - il � re I ��',,.�� ;e% . - I I U 1-1 ; ", I 1W Ilf� � , DER DETAIL 0 SH =-T C5.06_ = A21 -50' I I - 1, , - I 1� "I'," , I . � C, %-1 !, - u , M �',. � 11 ,� - - , III, :�x,,_-,._ �, _'�­ t " I � ..- '51. E :, t , , __�', q AND MAINTAINED TO INSURE PROPER FUNCTION. � I , I . '11, 1:�t ­.­_ ',k,n,7�,��,�', � , ,�', 11 "I 1, , ,17� ; T'�__ � . I I - !,_�� wNk% 1 ! - I � , , . . ­.. , 1, ��11 1 I I f 11--T., 11 _::� - 7 �� �, I . , _� �, : . -11 , X �-,�7__:�­­��.­o,_-- ,-;9,,I I :, j ,�­_,' �, I I - L TR , , , id ., ; '.. " : , r, , I I "I ...... I I I ­­ �,_� , :� ": - 1C. 1,�, I I I -, ,-�,�/')' -1 �- - , . �. _�, - : � ", I . . .11 INV �::, Al I � I" � - - ,'F C'. I I I 1-1-, , - . OUT=7816. &� 1 & '' . ZUU4- 1 EA INLET 3:-,-, 1 � I .111111 � , � I _EC NV,IN47:UNQERDRAIN= 19.1 1'. . , �7, 4 . ED , I 20133- 1,2" A EA z � .��s- �,___� , "I � i, v I -1 1.11, -,,-A 1 .. ...... ­_..., I I I I-. ,: , " . I � I 7 I !"; , RIM= 7827.00' ,,, "I , , V-1 _� . `�' I I ", 24 I-, I - . '�-_--��-z 11 I 1. I I ., . J. �, j I � IL i�� j� �p , * I * ­, ,. _,_ I , 21b- I , � � i � ,� 1 7. STORM SEWER STATIONING IS INDEPENDENT OF ROAD STATIONING. z 1, , 11 , I I .111/ ,, -0 ' -11- 1. T . e ".. 'L. , � �; � "" I I 1. ,� - � , , , I I I , , ;, - 1� ,_ , , .11 , ", il I , i U, &D I � i ; i�kAkLA I �,,; .,,�_� � " L ­� . , , ,,,, I "I" I., 1, ­ - ; � � , : , �V_, I I 6"4_ : RIM- 18�025' " ,F -, ''., :" �L ...... � -1 ,, I A , . 4 - - , -. , _ _ V. OLIT=7823.95 , STORM SEWER STATIONING CORRELATES TO THE CENTERLINE OF I " I I �' 1". I.. )T�_ 4 �i 3 - I . 1�;��­.'��___ *__­ � �� __�,� ,,,� ��__ 1. IN RIM= 7627.00 j e - � � . ,,, A I � III ­', , !,V 7. ,_!��- ", / , . � 814.18' � 1. I I 1� li!��, , " ,� � I � . i �� ­ I , 1.z � ,iL _ , / , i . ­`­_ �­_ ; i I INV. OLIT�ii 1'�' �,-� , . I 11 11, . "I 1FA PERF. PVC I 11 � -1 , � . 2C ' � " - THE CENTER OF INLET BOXES OR " I '. . . I i , 16 :F 4,'PERF. Pvi ,- " . :11,� I t:LF._4 � .,-- ­ I : . : i INV. IN ... (.14)*. " , � , � ',�, I /. ! . Lj, . �+50 �, I i _ It , � I .1, 1- � ; I . 'A , , , - . ­ I .; Ij I �. . i M , -- I, � - -I' " 1-78 11 � �, � . . . ­ . �11 4, i i � _-,_� � I uk ------ __- ,�,, "', I _', 4 - ? � _ � i _. .: L - ____ _: .... � _ --- � I , :�, i C, .- .­­ - , I �. � I I " - - - - 1, / . J - I . '. 9L ­­ ,_ 1, � , I I I A � iNv. IN I � I �� ' ' . � �� . RI '];-- _ 1.11 .. " I I I , , 11" A I , " . , -_ I IF MANHOLES. !�; RIM:i q.2111 � - , �i L - , p I ,� V .... I �z�, I 11 i .. 1- .. .. :: - � . 9 , I 1 � , INV ni I , I " c. - ;ij �,! I - "pl."., I . I - -1 " , � I , � " , , , ... i , 'a . 11, " � � . �, � � " . ,�, -,�, - & ".1 ) - 1116M . -1 r �r V - - . , � _§E�7- 1 ­ I I I ­ lz�'�z4i, "! � , 8. INSTALL ALL GAS AND ELECTRIC SERVICES AND MAINS ABOVE STORM , S E.W9, I ISE . " �_._, ,1 . I ;, . . �. , - 11, �1 zt ; "*ERF PY6 � �* I �.,,' IN :'­_ I � 2 . - FiA -1 - . EAN(X J____ 9 I V�;- ,� I k A __% - � � ; — - I :_I 17�b , I �. 1, - ­­-, _­ -7.82 1, 7 � I ��V, �' P 1. 2 1� I" � I �, I I - 11 / %111�2�_110' , � , ; 'r_�11 OTED. IF A CONFLICT EXISTS INSTALL IIi - . 1*� -v 46-�? LF 5 � 11 � �� � .. I'� Iv � I I -, I J� , r ; � %% .12.�Ir�_­ � ;A� - , * W(F --�_�� 1% 111. . �, I " 0 ,,�', � V % I �,� -k- ------ �j , SHALLOWS BELOW STORM SEWER. - -.1. . _­ LV � 1- - �� - , . ,�� , , I I, � :!�-,; - , 1_/ _ --- -e- -� � - ...... - I - ­ -...--- , . � � I 1. :i�L4-i- , 1. - . ,� - " , , , . . � _� -, - Z, RIM= 7821.6 " _�4� Peiv.m ,��_V_1- ,4r�s ­ .1 --I--------- �4;� 1__` , . 1� ;�� I . . ,� � 4�1 �� . I . �,, .1 _. �". � , .51 . I . I '. I 1% , - j - �� , ,.� " 1. . .� : - __ '� 10 r- . .1111, ''12' , =� ... .. .1 � 1.� �, I;, A il I I I . I' - " , " , , I & ,__�. .. �'A nV, �:, ..... - �06 ,�=-,.`��---F F'2­;�-" '3 `6 � 9. ALL CONCRETE INLET BOXES SHALL HAVE A 9" SUMP BELOW THE ­-1Nv.-4N 5 6 " _n,,��, - 11 I � � - _;;:= �._' -, 1� �, I . I V,j � 21M, �8 -'7 91"', . ...... ;i� ­17� �ii � I � P�. .- ...- . - . 11 I I '. -, - . I I , I - - ­, 11 ..... ­-­­ a I � - 1: " - 'ic, � 'RD15Pi -01 AA-,�- , , " I 2013-1 2" OUTFALL ��i � , 1 I : 11 I --- � �,(N&S)=7814 61 ! I � -1Z --Is-. 11.1tromm, ;��_�--­1-*l --- iZ__!nT=.FE ------------ , ., i,� . . . ...Z� `��11._-.­�,� I I � 1� . a,-' / " _ ;:.. "'I � - � - ,.- _-7, W--.,;-;;-"- -- i"� . .'' - '. I.. CONCkETE ENDW,At.L-.. r _., .- I . , ,7r�. ­,�,, , I ", ,�,�,, I �_ iv',�� _:�� , ! - I. . , __� �, ._.. . � 1-25 � ­z,-� - < '.. , 1� " - - - ­ - " - - ,:X_�__ - PER COA STANDARDS. -, - - �__14 .1 ­ _-/iV�ii , - � "o. 1, 4", E:: 1 =7 " E��----- v,,;�,�, . �, , , ., 7. 8 2, I � � _'c --%k-,b_D1--7'814�06` , x q CO. � 9, ,--gz­�3,23� , f "Al, .. .� � �_ ,,, - 1-4 . 1�,A t �. V, '.-+T'SH­EET_ C5. j5 "D � . e - "- � . �. - �.�/_ - I 11 - . * v __I, L4n=�t�_� I " . - __ [AM R A A �� -1. __ , = - ...... . � i Q) 1� � -,,-I . �,., - - IN, ',�. - � j 1 3 _.__ -6- ., - - _1'--%,�Ow 0, . , I ... �, t � I . " " _�,­,_, -/" . I LU 2 -1 -, .. - 11. - - , - - . ,4�� �,, io .',��� ! .11 I ell I H A K DETAILS B AND G, SHEET C5.05). te. , I - , - 7- - ,-I _� �, � I-- - , .1 1, 4�1 " U-1 = 7823 00I--------- I __._.____-___ ',4� 71 1 � i ;--.- .-Af ., - "�---�"_ - .,P�z ­. I '� L_ : -11 C1 - � - - . I ,_ ; , __ I I , " � .... ... �. _,:"1 )�, 1 -1 - " -� �. � I 11� - _1 I— , ,i-, �A� , , 1;,_ ��_ ULI '1� , - Z' 3 H 11 5 � . ,_ 1, : I ..� 11. , ____­_L��_, I , , . ..... I ----- �_---,` ,---,-- ­_ . f , 4��; t�: I I .1.1 - __ -A - -_ ; ____ i (.) jZ ,.Fz� ­­ . I - �­, ---' I M �.� , i , V� '' :1 -. pz:� ,_­ �, � --- ­ -- -­__�, ; 11. VKUVIUt MIN. I VERTICA I ON AIL SEPARATIO 13111-11 _111-11-11,11 �1'7. Vi ? P'- i I . , : I ­_ --- - _� - _,� �_., � -, � 11 _­`/ �__ _7 . _� U LITY LINE. ­ I I I ­ __ I-- 11 r i*, \ ':' - - R 1-1 i I - /,C�, I " . � .1 . ___._,� -- ----- . __ :�_-�:-�) ------ - 7!�`i __ ­­_ - I— I �� t. :­'. - — IRR IRR"— IRR � , " , �, , ��, -",\ �,__ � - ��H - 0 U - 1_,,II1 ��,�­__ - , __1 "'1111 - - ------------- __ :-, 3 ,6, � "' , — .." .00 . I t - I 0 '. ­­ . �. _; �; I., '. I ", /%,� " I --; -� - ­ ­ ------ - �___ ` _1 NGI , v __ , / *_ " ,­,,��" ,�, A� _�; 7�_._­-, ,,V ____ . _co-_ 12. ALL PERFORATED PVC SHALL -16-E '_50 POTH ��__ .-a-_ �_n_ ____ -, OLE EMST4 I , E -ENIGTH - , F1, . - '' Z- AKt=A INLr- I - - ---- - --- .. - ___ l.W F!f'H- = D -i � � , ­ . I _Z,�!_ �� I . �­ i --- _�:, - ::� � �, I � I , I . , - -- , -MM __ I ------- , `��� "I --- - - --- I '!!�-,-..­�-. 4.-_'v1,)1__ , Z ----- - ___� I -bT4tJ _W,A4*%# �',,�� - I I I - , ,_!,� �I . 7 7" IN GARDENS AND SAND FILTERS. PRI R TOCONSTRUCTION.. . 1N17,T911 I ----.-------.- p I- S I __ I :, .. _�. - I.ui -, .,q - . I . - I . - - _ ---------- " _1 ::��P_ , 7- � , . I !_ tnll S �� - �p / 2 " - - . , , -7823,5", - - �`PREIVIDE/EN _�"7)____.__ ,�­ -- - - -- i7., . __ ;_ i 2iji /<7__--,.: - - -­ . - , -- . I I , - I 'A -,�� /"..­� INVS. =7820.58'',�, ­-__­:, �, 1-_.!, - - IQ - � � ­ PINEERWITH� 'I .� I-- � , , - , � - ., =2 ­�,:_ - ri, _�.j 13. USE ADS N-12 HP FOR 12 DIAMEIER A D LARGER STORM PIPE. -1 '_ ,� ? ,,z � , . ? , - , 1, i. ___:::�i� - I ') 1 _ - , _. __ - . _­_ . I i . - ,:7, �!�z 's' , � 1, _. I , . ........ /)yiy 1_�� , , - � ­ - _:z______ � _____ . .1 ",ii , . - 7�� ,---:--, --:�`��-- � i�,_ _�flo!�ff_QNTAL-*ND I I , WNING STOCK �. / _ 1-36 7-77t;�a�--��_ , jr . _ .. USE ADS N � __ ­ ..... �� . - �,�-_, t ­_­ .­. - . "., .1 I ,,�, - __ --�._�,_-,T" --­!�., " -----______, " . � I Tic -:7 . - I 11 I � � I,- -12 WT FOR PIPES SMALLER THAN 12" DIAMETER. - L--LOGATiGN(S) 3LEZI - _W " /-- I �, ", "/ -�_A I �� � " , , � ,_,� ­ ;i. ", �� L -1 .. I ___ I . I - - . � I'll �� � � I - .__1_____-.1 .... . � ---- 1� , � � -I' I 11 I jjjj;jk,�� I �' �� ill" 1'11%�, I ­ '­­.. ;, .. I Ili. - ... � _.- , .__________..._ /I- 1 ,4 t_�� I �� - , _-1 , , 1, 1111_�� .� �____ , I . - . - ­ ­77�--- '.,��; � 3: ­ I -11 I .... - - I'll .", ,A - ... I _k ,;�11 . � - I., I "I �_, I ". - I - �­ I I I - 9. I - AN -, 11 - 31 - _. 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NO. 809003.00 DRAWN: MWIHM CHECKED: GLBIKAK APPROVED: KAK DATE: 08/31/2012 REVISIONS: 15-02-2013 AD -03 I @ OZ ARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval - 5FIEE I I I I IE: ISTORM SEWER PLAN SCALE: 1 "=20' SHEET NUMBER C3m10 I `­­-� SCALE: 1 "=500' 1 SHEET INDEX MAP I I GENERAL NOTES:. 1 1. STORM SEWER STRUCTURE TYPES REFER TO THE COLORADO RDS, CDOT ATIONS, OR ARE INCLUDED ON THE DETAIL 2. STORM SEWER ELEVATIONS SHOWN ARE AT PIPE INVERT UNLESS SHEETS. WI D. 3. ALL HDPE STORM PIPE GREATER THAN 8" TO BE ADS N -12 -HP, SMOOTH INTERIOR WALL PIPE. 4" SUBDRAIN PIPE TO BE SDR 35 PVC UNLESS OTHERWISE NOTED. 4. PIPE LENGTHS INDICATED ARE SLOPE LENGTHS MEASURED ALONG THE CENTERLINE OF PIPE FROM INSIDE FACE OF INLET (OR MANHOLE) TO INSIDE FACE OF INLET (OR MANHOLE). 5. PIPE LENGTHS FOR LAST RUN AT OUTFALLS DO NOT INCLUDE 6. STORM DRAINAGE FACILITIES NEED TO BE PERIODICALLY INSPECTED . FLARED END SECTIONS. AND MAINTAINED TO INSURE PROPER FUNCTION. 7. STORM SEWER STATIONING CORRELATES TO THE CENTERLINE OF STORM SEWER STATIONING IS INDEPENDENT OF ROAD STATIONING. THE CENTER OF INLET BOXES OR MANHOLES. 8. INSTALL ALL GAS AND ELECTRIC SERVICES AND MAINS ABOVE STORM OTED. IF A CONFLICT EXISTS INSTALL SHALLOWS BELOW STORM SEWER. 9. ALL CONCRETE INLET BOXES SHALL HAVE A 9" SUMP BELOW THE 11, PER COA STANDARDS., � . ' 10. ALL S ORM P F, AL ti I IAMETER A 3 - H � I 4§ZF,,DETAILS B AND G, SHEET C5.05). 11. PROM - 01N. 1' VERTIC 3' H I ONTAL SEPARATION BETWEEN WEIR AND ANY OTHER UTILITY LINE. GAS A ,, 11 � 1 . , 2. ALL PERFORATED PVC SHALL BE � ONTE_r_ __ _11 IN GARDENS AND SAND FILTERS. 3 13. D LARGER STORM PIPE. USE ADS N-12 WT FOR PIPES SMALLER THAN 12" DIAMETER. 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GLB/KAK APPROVED: KAK DATE: 08/3112012 REVISIONS: 15-02-2013 AD -03 I @ OZARCHITECTURE 1 I BURLINGAME RANCH i : : ISSUED FOR FINAL PUD : : NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require � : : : Building Permit approval : : _arT=_r_T=. ; 1 STORM SEWER PLAN SCALE: 1 "=20' SHEET NUMBER SHEET INDEX MAP C� en I SCALE: 1"=500' i2 I4: 41B- 17i,, 1 2 (GRAt� PEDESTRIAN 12 99 C p INV. OLJTi��? t /4069F -A-20 �fRl ALL E C �Apa: A, -T DE"T_ IV. I18Z 4`CONC. MANH v Rim= 7twu tyj, I , '�iltil III - ANOFINVI NV. 111�,4"SUBDRAI 2 II1I OUT#7822.155' C N CLIRB ... ... ..... ------ - - - - N5..04 (TYPI( ;4 zw: XX3 LET GUIKU j1p II- - ---- - - -------- -tNy. IN=l 60' I AN 4 NNt. INV. &UT�1823 40' PROVIDE -DiA--OP -*ATE �1413 3 ItWIMDE?RDRAIN, PIPE PER DETAIL G All DETAIL�SHEET C5.05) DRAWN: �828 - - -------- jfqv. IN 4, jt*EF;uaRAl a2 -7 I - LINDE �* IN PIPE PER `15T APPROVED: 0 A. C5.06-. 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RDRAIN=7841.13A 5.06 C IN 4. A II7 ItI Am GRAPHIC SCALE 0 20 4 0 8 0 SCALE: 1'- 20' 2 A) 4 A) 5 1, k PROVIDE 3/8".DIA ORIFI -CE - - ------- - PLATE AT Ef4l) OF--_ --- - ---------- - - ----- - - ----- ,,,ukbERDkAIN PPERF-R-1 7 QETAILQZHIR�E: C50 --- - ------ - - ------------------ - - - - --------------- ----- - --- - --- - -------- - UNDERIDIkAIN=7818.58'.J INS UNDE II12* AREA INLEY, '704n 2II 1� 11i I INV. UT= 8. .7 VIDE 3/ )IA ORIFICE IS 88' PLATF, KIMI= 782 1 PRO 0 AT END OF 2313- 12"AREA INLE-1� 'LINDERbRAIN PIPE PER M 182!1 Vx 3' 0 T 1 DETAIL G SHEET C5.06 IN 78 -78 W- tR20 6& INV. IN 4" A PROVID' 3/815691A IF11 PLA LINDEIRD =7817.3-' AT END OF LINDE RA �PIPE A 22B- 12" AREA INLET PER DETAIL G SHEE I C5.06. 821.50' NDERDRAIN=7819.11'. lIvv- uu 1 titillo 10 IA F. PV 4 V,*' PERF. PVC 16 LF PV 2.25 FUM.." - ----- - BAS 4E 9 T kir(anl IT, IR5.7, LF IIIRR RRI- IRR IES STOCK IMINII'l ------- PAF� ­- ------ --- --- -- E W' A3 1E REMOVF, EXISTING INLET tIAND AP't --------- ... 24BI 23B) 22B D50 ' 'Ti I rrrI RIPRAP IIN." NGTH 12" 90I 4 ------- 83�.00. ------ WJ IiQVT 8 0 RIM 0 j�78 4 .92' 3 D 8�_ ors n 72' W Cc) 1. i+81 76 __e U- '632 I7 I_W_J _1WC9 0 P837 AFEA-:11III Igpe If 13 -8 U II.... .... ... X 20132- 12" AR A INLET RIM= 7827.00' INV. OUT=7824.56,l 12" AREA INLET!! INV RIM= 7827.00' IUTill:i7826.015' 19134- 1 INV. OUT=7824.85, AREAANLET RIM= 7830.00' 1171) INSIALL�Gl INV. OUT =7826.50' 9NQ,Ek STORM C 59 CID IW IIW II0 _0 M II 2OB2119B6,19B4 WOW A,26WUNDER tDP itIRIM40 4!3 ET j2,,,AREA I NL Tj 7841.25' lum INVIII37 8 OLIT=78361. -00' CUR13 INLET D 0 U A .1 '838.50' PIE _FSTRIAN `120 tR rm= PLATE AT END OF- �R kl= 7840. 01, UT=7834.20'. UNDERDRAIN PIPE PER 7 C5 06 G SHEE DE 0.40- DIA ORIF,j ATENIDj III MIFJCE�PLATE A IV. IN 4" 3 UINDERDRAIN=7838.79'. PDRAl'N'011PE PER 111F� L14DARDRAIN O�' FP L G SHEET dETAIL C;�t INV. IN 4" CW& F F 2= 7 R�41_ 2. 01" RDRA N-IIII7886.34.. N DRAINIIIIIII7837.52'.Z t-1 7' I. .... .... LA INLt;,-I-- NYLOPLAST AREA INLET ANGLES 1 OAJ 12A 2IA Am C i)�F5k46UT I Nr!gD� 4DE Ek I2 OBI 1 AREA INLET RIM= 7827.00' INV. OUT=7823.9 ItAETE ENDWALL.-_�t dFF1 20137- 12' AREA 11 L DETAIL�SHEET C5.05) DRAWN: I., JT:=7823.661" LINDE �* IN PIPE PER `15T APPROVED: 0 DATE: C5.06-. I G'ISHE ULJ 0 2 712"A EAiWr=T Idkfi�7820. 3 l5r� IINVS. =7820.!e IEKIN -,4 CAY VD" .'TN 9 r7"'I'll AREA DRAIN _VC -5 NV. OU1�-7 9.00' 617 (TYPICAL) 20137- 12' AREA 11 L LATE EIND 0 DRAWN: I., '821 1 OUT 78 7.41' 3 LINDE �* IN PIPE PER `15T APPROVED: 0 DATE: C5.06-. I G'ISHE ULJ 0 2 j I Idkfi�7820. (D LLJ 0- 20B711 near 2OB6 902-, 12'A'R INLET� V'1 IitTJUT;ll;_76R5.90` I4 7 I7 83 1,,�'O T II0 I9 !&� --------- - ----- - - ------- X "AREA INLET NV. IN 4" 2 I6. 19133- 12* AfdfkINLE�� RIM= 7829.75' - - -- - - --- ---- - ----- INV. OUT=7826 41' 12- AREA INLET RIM= 7829.00' INV. OUT=7826.92' IPHASE I .... . ..... ............... 19B5l,, 19B3,19B1, 26B. C5.) PENETRATIO &�'F2­7844 LA i2 U 76 --an rAn! t12' ()­L1T=7830i0Q' x 12"AkElk- I- ------------ - - t -P' U=T-- -AREA ------ -------------- ---- 8 i8 ovXIIJIMM 15J -00' INV.., .43" I:b ...... . ..... . . IIP8.5 JAI ---- - -- ------ ------ ------ 00 I "dUTFA 2 P INV. OUT C 7BA 5 - -- - - ------------------ - - 23i44F`@ 2.00/0 *X-12"ll �TNLET� I0 AT E, OF LQ N RM PjPE..Pf_:R GAR D -ET G, C5.06E SFj C . INVA 4 4" I DRA It =7 II 32A31 32A2,14A 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 I THE CITY OFASPEN I ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 * EDWARDS, CO 81632 PH: (970) 926-3373 9 FX: (970) 926-3390 9 ml 809003.00 DRAWN: MWIHM CHECKED: 0 APPROVED: 0 DATE: 08/31/2012 ULJ 0 2 j I (D LLJ 0- PROJ. NO, 809003.00 DRAWN: MWIHM CHECKED: GLB/KAK APPROVED: KAK DATE: 08/31/2012 REVISIONS: 15-02-2013 AD -03 0 OZ ARCHITECTURE I BURLINGAME RANCH ISSUED FOR FINAL PUD IIIINOT FOR CONSTRUCTION IIIModifications to these plans do not require PUD modification, but will require Building Permit approval ;311rr-I STORM SEWER PLAN NYLOPLAST INLET DETAILS SCALE: 1 "=20' SHEET NUMBER C3012 SHEET INDEX MAP NOTE: 6 THIS DRAWING IS TO SHOW ANGLES OF PIPES INTO AND OUT OF NYLOPLAST 12", 15" AND 18" AREA INLETS. ii:is3?ii"siFii2?sg:::::::::s.r:c::i=?i?'8f.?? ::,r•;i:y::;r::v:iiiEii?iia?ii SCALE: 1"=500' r e j r t 30y LF 4" PERP PVCXp n'/ - RIM -24.6' o {'. ��y 1 " BASE=23 ' IY�, I C LI NF Z 3.04 y CLEAI�To JT RIP R1 11N . INV=2 958' (11 F-4 n..; o �. " 2, P ,l$f AREA"I t � RIM= 7814.4 IN 81 1' PROVIDE 3 A 1 1 PLATE AT -END OF / UNDERDRAIN PIPE PER 33 ETAIL O SHEET C5 06,1' INV. IN 4.. / 1.31- 2' x T CURB INL NDERDRAIN=7821.43' RJM= m 7817.81'+:. INVN=87 . 1 ` INV.OUT=7812.51'.A f PROVIDE 0.40- DIA ORIFICE PLATE,/I AT END OF UNDERDRAIN PIPE PER DETAIL-�S�f4EET C5,O6: INV. IN 4" UNDERDRAIN 7815.64' AA LL Cl) f �� ` fi .jfl Y ' i i \ a - a 21A r 45 LF 4" PERF: PVC .01 RIM -9 75 -� ,• q ASE= 91 0 3 L 9.09 \ \` n �, n, KNk / r _ �. vy, ! zu 15;" LOPtA MIN TH >` ,�U1�1CTI0 _.-BASIN w 1 �= I -T - ._. -12" f ,f GRACE (99 CG Cs =BR 2`AREA_ _I.. INVT RIM= 7791.75`) PFfG 7 rl' NV. -IIT= 87: r - 1 ' iW . llTIROVID!_ 3 8" DIS b ; PLATE , OF v 3 fE _ d [ Tli1=T Bt5fi 'g8" ^•� ,, DAT GSH ET 64 A10 EFQDRa(N=',788' 5 P 12 c G 20% C.. P$MPb10USE (SPE -ARCH. e i 17Y1NGWA i t 4- �,� IiWt`. 4" STUB R ANIS 5 Y —7786.98' 10� A { \ THICK RIPRAP w s J z ` 1 E=MIN, IENGTH=8 7( Yr 'fl 3 112 MIN W(DTH-6' Y z t d}48iLF h is 35A8:3 -18" OUTFALL x l 1 i 2,0%:0+00 WITH HEADWALL ,CNV. OUT0781 0 e'< !` 7 dMA 41 GRAPHIC SCALE 20 40 80 SCALE: 1'- 20' J3R1 7 y 60.4 F C Mei e A-2000 UNDERDRAIN 809003.00 , MW/HM 4..RIM= 78 5' 1�p 2 — X` �N V: OUT=, �— —� r V.1j ICK—e2' x 3' CURB INLET ; 77 ��."�•', RIM= 7810.76 � �' � � �.• ..' INV. IN=7806.50, s� � �"," � . INV. OUT=7806.30'. PROVIDE f w 3WDIA ORIFICEµP I Q ,ZND�€EtAIN•PIP1: �` I r tr. :, -.. �L . . PER DETAIL G SHEET C5.66: INV. IN 4 UNDERDRAIN 7808.59 c° z W m a 0- � F. PVC 28A- 12" AR EA INLET e l: (GRATE -_12" PEDESTRIAN k W /F+ - � 78115 s s s 5..,-- ' " 1299 CGP)..:.... RIM= 7,813.0' s r a. .. # ' 3 INV. OUT=7808:30' . ,-7804 ,�. ;� 4 i p•^'R __. 5 # ry,d? . NYLOPLAST AREA INLET ANGLES 1,4 30A a ��C�I1�C111�� 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY OF ASPEN ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 97 • EDWARDS. CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390. Z 809003.00 U MW/HM CHECKED: 0 Q0 KAK DATE: 08/31/2012 w o Q J O z z W J 0- � Q m PROD. NO, 809003.00 DRAWN: MW/HM CHECKED: GLBIKAK APPROVED: KAK DATE: 08/31/2012 REVISIONS: 15-02-2013 AD -03 © OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval ;)III -LL 11ILE. STORM SEWER PLAN NYLOPLAST INLET DETAILS SCALE: 1 "=20' SHEET NUMBER 9 I 111 �_:.:....11l_.:t:t..._...t::::t, LEGEND — - =��""`Itt""`1111 I PROPOSED WATER MAIN W/BEND, THRUST BLOCK 1 0 VICE W/GV OR CURB STOP 3: v I ­­­ ; - : I'll. L--+ go _____ I PROPOSED FIRE HYDRANT/GV ASSEMBLY . 1172:�� I - . - , _1 "� , , , , -,- S PROPOSED SANITARY SEWER MAIN W/ MANHOI E V) /---,\ PROPOSED SANITARY SEWER SERVICE Cf) \� W/ CLEAN-OUT PWRL — PWRL ­,IiiiiiieiIIIIIIIIIIIIII,� PROPOSED WATER REUSE LINE PHCE — PHr,E — RGROUND TRANSMISSION LINE — PE — PE — PE — PROPOSED ELECTRIC PRIMARY I RES — PES — PROPOSED ELECTRIC SECONDARY — PG— PC — PG— PROPOSED 2" POLYETHYLENE GAS MAIN LINE PGS — PGS — PROPOSED 1" POLYETHYLENE GAS SERVICE LINE PJT — PJT -----(:E PROPOSED JOINT TRENCH QWEST PHONE/COMCAST 1- ----- _.� __ -- � - _eol `7- ­ ­__- .:..- �, __ --- ­ - ­ ____ '' CATV CONDUIT & PEDS t1— PDS — PDS ____;" PROPOSED DRY STANDPIPE LINE AND FIRE , I '­ ''ll, 11 - 11 - '' DEPARTMENT CONNECTIONS I&— ----[fl PROPOSED SPARE CONDUIT W/ HANDHOLES F1111PROPOSED EDPROPOSED COA 10/3� TRANSFORMER & VAULT ELEC. SPLICE VAULT r- --\ -7- ­, -\-,--,-\ __1 I 1�,� " 1, \ \ \ I- 7�7�,,_j PROPOSED SEWER/WATER MAIN EASEMENT , � , � / - � � � i 1( � � ! n 1 ! , L', I : J` - - I 11 � EXISTING FIRE HYDRANT - . .... - .... .. , i� .. ............... ........ _ i.. ?i -1 �, - __ __ - 1. ", EXISTING WATER MAIN � I ........ ­­­ ...... ­­ !: �,� ....... _____ ­. ___ .. . .... ___( � �­_ - 1- ", , -, I , , - EXISTING SEWER MAIN AND MANHOLE , , -_ --- � ; - ,_� - , - - GRAPHIC SCALE -7 7- 0 10 20 4-0 1 1 I / ---/ - - ( IN FEET ) I I inch = 20 ft. I Notes: 1. See Mechanical plans for all utilities within 5' of buildings. 2. The design, including main sizes, and specifications for the sanitary sewer mains are provided by the Aspen Consolidated Sanitation District's consultant. Sanitar service 6" and the single family _' x 4e" lines for the multi-famil buildings are I' y ' ' y lots are ,�'Q��2�6 PVC A 3. All phone, CATV and COA electric conduit are schedule 40 PVC. HCE conduit supplied by HCE. Pull strings shall be installed in all utility conduits. Pull string shall be labeled to identify which utility company or spare conduit the use of the conduit is intended for and a label indentifying conduit length. The end of all conduits are to be swept up above grade (min. 12") in vaults, pedestals and handholes and capped. Conduit are to be sealed with a silicone sealant after wires are pulled. 4. Refer to electrical plans for the size and number of electric secondary conduits between the transformers and the electric meters, 5. Refer to electrical plans for secondary electric lines to street lights and corports. 6. Contractor to provide trenching and backfill for gas lines. SourceGas to install lines (����,& 7. All utility lines to be installed with the minimum cover as required by their respective companies. S. Provide minimum 1' vertical separation and 3' horizontal separation between gas lines and any other utility line. 9. See sheets C4.06 -C4.10 for water main plans and profiles. 10. Provide 36" minimum cover on irrigations sleeves. 11. Sweep PES, PJT, PG and PGS below boulder walls as needed to prevent damage to these utility lines from boulder walls. ,/- -11, _�_ _�, _�, -1.1 I.,- -.1 -11 11� -11 _N11- _1�1 I.` -.I- __,� _N� _V_ _,�_ _Nr _,_ _�_ __�_ __.,_ __�_ _,� -N, __�_ > 12. Electric stubs are to be marked with a 3M ball marker (1422-XR/11)). Sanitary sewer & joint CATV/phone stubs are to be marked with a metal t -post with the bottom of the > posts embedded 2' min. and the tops painted green for sanitary and orange for the > CATV/phone. Water and reuse stubs are to be marked with a metal t -post with the tops painted blue for water and purple for reuse with the entire post buried (top of post 6" > below grade). The contractor is responsible for field surveying all utility stubs and > producing an as -built map, with coordinates and elevation noted for each stub. > 13. Refer to irrigation plans for size location and number of irrigation lines at all sleeve > locations. > 14. Re: Grading plans for vault rim elevations and transformer pad elevations. A > 15. Contractor shall provide As -constructed Drawings of the telephone, the cable television, > the electric, irrigation conduits, and gas, in electronic format, with details and a complete listing of installed items with an inventory of items for these systems, The Contractor shall > field survey these systems and appurtenances after installation but prior to burying the > facilities. As -constructed Drawings shall be provided to Alpine Engineering, Inc. every two (2) weeks reflecting all work completed to date. Contractor shall certify in writing to > Engineer that the installation has been accomplished in accordance with the plans and > specifications approved by the City and that the As -constructed Drawings represent an � accurate representation of such work. > 14. Where plan notes indicate to "sweep utility line(s) under permeable pavers", contractor shall sweep the utility line(s) below the entire permeable paver system, including the � concrete curb/edge walls and the underdrain. I .- __ ­ - , _�,--- t� ----- !t�z��,��, - " )�p4r gs�In ­­_ � , ,� 1 � ­ vir- ___f__:::t,_r_ .. _�_ - ___ - _____� .1 ,.-" - , � - - � �_l ��7��­-=-_�--,�� _-�­m��4 i� " - - ..:_-7 ,-- . ­ *;;_:;:;:;i: - ,�;Z- I- - -- -- -_ --- ____ - , " - `_-T 1 I .�_ __ - .- � ­.- I . � - ___ _�_�_____­_ _­ __ ___ . � t 5-- __ ___ - �.k R -------- - , .-.--- -14 � _ -_ - 0 - . -7:�:�­­_ ___ ... .. I � - � - - 1- _. -T_ '.IF - *`1 _=.O­.,�.,,�; , , - 1 mww ` 4 i .... . ... . ' 11 I . . 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NO. 809003.00 DRAWN: I ,�� CHECKED: GLB, KAK � KAK DATE: IF THE CITY OF A�PAE 02-15-2013 AD -03 ALPINE � - ��== �ttttttttttttt=� �� - ::::::::::::::::::::: �� __ - - � ::::::::::::::::::::: - - � ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 s EDWARDS, CO 81632 * PH: (970) 926-3373 * FX (970) 926-3390 * = . C) = 0 < Of 0 g LLJ 0 75 J 0 < 0 (D - ;Z: LU CL 0:� U) < ZD 00 � PROJ. NO. 809003.00 DRAWN: TSL CHECKED: GLB, KAK APPROVED: KAK DATE: B-31-2012 REVISIONS 02-15-2013 AD -03 I @ OZARCHITECTURE I ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval IUTILITY PLAN SCALE: 1 "=20' SHEET NUMBER C4,01 L..........................,. | '`"==' 11. Sweep PIES, PJT, PG and POS below boulder *oks as needed to prevent damage to - - ~' ' ~ -- �~ ' �� '' ^~ .^ �^^ '- �� '' -^ '-, ^-_.�� ~-- -' .� -- /- \\ | 1' See Mechanical plans for all utilities within 5', of buildings.buildings.these �y lines�from boulder wmU� ' - 2. The design, including main sizes, and specifications for the sanitary sewer mains are provided by the Aspen Consolidated Sanitation District's consultant. 3onUo aonjo lines for the multi-fomUy buildings one O^ and the single family lots are 4~PVC,� ^��. �� J. All phone, CATV and CO4 a|motrio conduit are schedule 40 PVC. HCE conduit supplied by HCE. Pull strings aho|| be installed in all utility conduits. Pull string aho|| be labeled to identify which utility company or spare conduit the use of the conduit is intended for and o label indentifyng conduit length. The end of all conduits are to be swept up above grade (min. 12^) in vou|to, pedestals and hondhdoo and copped. Conduit are to be aao|ed with o silicone sealant after wires are pulled. | 4. Refer to o|notrioo| plans for the size and number of electric secondary conduits | between the transformers and the electric meters. 5. Refer to electrical plans for secondary electric lines to street lights and oorporta trenching and backfill for goo lines. 8ouruoOaa to h`nto| |h,00 T All utility lines to be installed with the minimum cover as required by their respective companies. D. Provide minimum 1' vertical separation and 3' horizontal separation between gas lines and any other utility line. 8. See sheets C4.00 -C410 for water main plans and profiles. � 10. Provide 36^ minimum cover on irrigations sleeves. #4 (TYP) �DJUS G E SANITARY SE SEWR,SERAA UNDER STORM 3 IN INE LOQAIIQN SERVICE PROFILES ;y , VE" AL SCPARLwiN. TF1 \V WEEP GAt­ METERS - ------ M I2"..,AND 6 U11I,W .-STOR IRRIGATI D 11TO y 7 -,06 - 3 3 PJT T, PJT 6" SANITARY-- --f`dT (RE: S tS PF OF mill 2 +M I12,4+60 SLEEVES �EV I V, D -�VC IF CONI R 20,Cr� RLqfR TO CON V! Opt, �j�'JM&-,=T AIR AND MAIN 1 4'\ VIER EA O-1, UI P 7 01 SERVICE I-4 NTH TALL 2 COND r CO .-SWEEP INTO C - ----------- �ANDHOLE AT EA END EXISTIN ' 80 --PVC. SEWER T )BE ABANDONED. --------------------- CUT AR A ROAD SIDEWALK T �OPO 4" PVC -ELEC-TIW, EWER SERVICE STORM --j , L Wy , MC37 LEC CA INSTALL 2-4::- C.0 tTO TING 2" Fk A AN CONNECT `77 TO Exis ELECTRIC CONDUIT\. s GAS LI E.%G LINE SHOWN PER SOURCEG W j1IGA R TION LEEVE IRM, r—Ar ENTIAL ENGINEERI PRI 0 PRO EPARA TI9 :-7�EL. PLANS TO VERI IF EXI SWITCHGEAR, j U REMAI LO T A�EA i . X - INSTALL. C10k, EXPRESS' .... ...... s rEEDER SPLICE VAULT 8HEET C4.05 F PIT D C IN V END OF U ED;'CO IT FR�NT,/`�` �~�~ � ^ i80��U�����u, /wuv�^u.wuw,t Suite ww."" �"", Boulder, Pn| � �O�D1 ww.O[8"Ovwv". LEGEND DRAWN: PROPOSED WATER MAIN W/BEND, THRUST BLOCK PROPOSED WATER SERVICE W/GV OR CURB STOP APPROVED: KAK PROPOSED FIRE HYDRANT/GV ASSEMBLY 8-31-2012 PROPOSED SANITARY SEWER MAIN W/ MANHOLE THE CITY OFASPE� PROPOSED SANITARY SEWER SERVICE V) W1 CLEAN-OUT PWRL PWRL PROPOSED WATER REUSE LINE PHCE PHCE PROPOSED HCE UNDERGROUND TRANSMISSION LINE PE — PE — PE PROPOSED ELECTRIC PRIMARY - FES — FES — PROPOSED ELECTRIC SECONDARY PG— PG— PG— PROPOSED 2" POLYETHYLENE GAS MAIN LINE - PGS — PGS PROPOSED 1" POLYETHYLENE GAS SERVICE LINE CATV CONDUIT & PEDS PDS — PDS PROPOSED DRY STANDPIPE LINE AND FIRE DEPARTMENT CONNECTIONS M --SPARE— SPA�--------M PROPOSED SPARE CONDUIT W/ HANDHOLES (D Loot ry U) ZD PROPOSED ELEC. SPLICE VAULT F— j PROPOSED SEWER/WATER MAIN EASEMENT EXISTING FIRE HYDRANT E TING WATER MAIN AS EXISTING SEWER MAIN AND MANHOLE GRAPHIC SCALE 0 10 20 40 IN FEET I inch = 20 ft. PJT T, PJT 6" SANITARY-- --f`dT (RE: S tS PF OF mill 2 +M I12,4+60 SLEEVES �EV I V, D -�VC IF CONI R 20,Cr� RLqfR TO CON V! Opt, �j�'JM&-,=T AIR AND MAIN 1 4'\ VIER EA O-1, UI P 7 01 SERVICE I-4 NTH TALL 2 COND r CO .-SWEEP INTO C - ----------- �ANDHOLE AT EA END EXISTIN ' 80 --PVC. SEWER T )BE ABANDONED. --------------------- CUT AR A ROAD SIDEWALK T �OPO 4" PVC -ELEC-TIW, EWER SERVICE STORM --j , L Wy , MC37 LEC CA INSTALL 2-4::- C.0 tTO TING 2" Fk A AN CONNECT `77 TO Exis ELECTRIC CONDUIT\. s GAS LI E.%G LINE SHOWN PER SOURCEG W j1IGA R TION LEEVE IRM, r—Ar ENTIAL ENGINEERI PRI 0 PRO EPARA TI9 :-7�EL. PLANS TO VERI IF EXI SWITCHGEAR, j U REMAI LO T A�EA i . X - INSTALL. C10k, EXPRESS' .... ...... s rEEDER SPLICE VAULT 8HEET C4.05 F PIT D C IN V END OF U ED;'CO IT FR�NT,/`�` �~�~ � ^ i80��U�����u, /wuv�^u.wuw,t Suite ww."" �"", Boulder, Pn| � �O�D1 ww.O[8"Ovwv". PROJ. NO. 809003.00 DRAWN: TSL APPROVED: KAK DATE: 8-31-2012 REVISIONS THE CITY OFASPE� ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P,O. BOX 1531 9 EDWARDS, CO 81632 2 0 < (D Loot ry U) ZD PROJ. NO. 809003.00 DRAWN: TSL APPROVED: KAK DATE: 8-31-2012 REVISIONS 02-15-2013 AD -03 OZARCHITECTURE ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require ,Building Permit approval IUTILITY PLAN SHEET NUMBER C4003 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ. NO. 809003.00 DRAWN: TSL CHECKED: GLB, KAK APPROVED: KAK HE CITY OF ASPAE 8-31-2012 REVISIONS ALPINE 0 OZARCHITECTURE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 926-3373 • FX: (970) 926-3390 • V z 0 Q M Of LU 0 0 Q 0 z Z LU CL Of U) ZDm PROJ. NO. 809003.00 DRAWN: TSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 02-15-2013 AD -03 0 OZARCHITECTURE BURLINGAME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval UTILITY PLAN SCALE: 1 "=20` SHEET NUMBER C4004 - ___ - - - - , . . CA 5 � I I 11__N� : I I I . -, ___ __ --- I ­ . /�.;,� �­ I � __111, �,N I . IEET:Q4.0 F , R 11 i � � ,� ,;. �, - . I . - " " , " % . -- , , 1 47 � � - 'L� �, - EP J - ENCH D -- ------ ­ .. _� � I � : ­ I -, . I � . 11 I I �, . I I I P ­ . - - � I h � � , � , - I I . " ! � I .- - 11 "I I I i 1000' ,- . . , I � I i \ '*11� .... .... � .. - 1:� . SEE'S I I I - . ,_ " , -__� � .-- - . - . . . I., s - i V I 11 ___ . - . . - '. � / � __1 " / ,�, " Of r _. - -, f ­_--�` . ­ � I . ". I (\ ", , I '\1 vCi � _v� I_ � J � 1 4- i\ � _ , V ,ERVICE ­ I ?G - - . t : i � �0 f VE -1 1, 102�� - - ( �. -.01 \ 1, % " - CON`�I UATION t .�.\ ... - 11, C ., I , \ .. 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I .... .1 : .,1�1'1 ,�,� ,� I ""I'/1 . / " "�;��', '/x / � � /1 ,/` I - %� I I... , _. � - � - I ,.. - , " I 1/,_1 ,�"/,/­­ , . — � I "" - - � 40-0-1 .� - -Q> - I 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ, NO. 809003.00 DRAWN: TSL CHECKED: GLB, KAK APPROVED: KAK DATE: IF I REVISIONS � tHE CITY OF ALPEA ALPINE �:__=� - ��_ �� - - _� - ��_ � � � � ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 RO. BOX 1531 * EDWARDS, GO 81632 * PH: (970) 926-3373 * FX: (970) 926-3390 * = C) 0 < Of 0 g LU 0 � i 0 < c) (D - Z: 27 LU I D_ ry U) :::) < l[n PROJ, NO. 809003.00 DRAWN: TSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 02-15-2013 AD -03 I @ OZ ARCHITECTURE 11111111111111111111111111111 ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval %W1 1�� I I 1. QQ, IUTILITY PLAN SCALE: 1 "=20' SHEET NUMBER C4005 L. I n 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ. NO. 809003.00 DRAWN: IN CHECKED: GLB, KAK APPROVED: KAK a 5 8-31-2012 HE CITY OF ASPS 02-15-2013 AD -03 © OZ ARCHITECTURE ALPINE ENGINEERING INC. EDWARDS BUSINESS CENTER 34510 US HIGHWAY 6, UNIT A9 P.O. BOX 1531 • EDWARDS, CO 81632 • PH: (970) 9263373 • FX: (970) 926-3390 • U z 0 a UJ 0 0 < C) Cr z z LU o- U) Q � m PROJ. NO. 809003.00 DRAWN: TSL CHECKED: GLB, KAK APPROVED: KAK DATE: 8-31-2012 REVISIONS 02-15-2013 AD -03 © OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR FINAL PUD NOT FOR CONSTRUCTION Modifications to these plans do not require PUD modification, but will require Building Permit approval UTILITY SECTIONS SCALE: 1 "=10` SHEET NUMBER C4.23 1300 29th Street Suite 2054 Boulder, Colorado 30301 phone 303.449,3900 MT. DALY ENTERPRISES, LLC. LANDSCAPE ARCHITECTS 981 CC3WEN DRIVE GATEWAY PLAZA BLDG. A, SMITE C C:ARBONDALE, COLORADO 81623 PHONE 970.963.989E PAX 970,963.5775 mtdalylic@ gmaii,com OZ PRO,. NO. 309003°00 DRAWN: AEP/STDG APPROVED: JS DATE: 31 AUG 2012 REVISIONS OZ .ARCHITECTURE BURLINGA E RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENTS FOR CONSTRUCTION SKEET TITLE: LANDSCAPE PLAN NAT. DALY ENTERPRISES, LLC. LANDSCAPE ARCHITECTS 981 COWEN DRIVE GATEWAY PLAZA BLDG. A, SUITE C CARBONDALE, COLORADO 81623 PHONE 970.963.9896 FAX 970.963.5775 mtdalyllc@gmaii.com OZ PROD, NO. 809003.00 DRAWN: AEP/STUC APPROVED: JSM DATE: 31 AUG 2012 REVISIONS SHRUB KEY 9F Betula tontinaii$ Native River Birch SG Betula glandulosa Bog Birch CMA Caryoptedsx ckondon enMsWueWi5f t31 e Misl Spirea CA Cornus abo'Kud's Yellov/ Bud's Yeflov", Dog�000d CSI Cornus serio�a'fsanff l,.anti,Redtv-.4V Dogvvood CLS cotoneaster iucidus - #5 Peking Cotoneasler CLL Cotoneaster iucidw - 4' tit. Pepimcojoneosler FP Falluvia, parad.oxo Apoche Plume JC E Juniperus comrnunlS'Fffusa' Effusa Common Junipear. ZSB Juniperus s,ablno'Buffafo' Buffalo Juniper PA Perovsk-10 atripriciforb Rwsb"n Sage PLC Philadelphus lawisri Che-y*nno- Cheyenne Mockorange PON PtIvocarpus opulff dfus'Nonus' ............ Dwarf Ninet>afk PF Potentilla frulicoso Native Yellowflotenfifla pffv4 Potentilla frvilcoso'McKays Whjte' tAcKays YLMte Potenifillo PFY Potenfilla ftufk--oso'Yer1,ovv Gem' Yelov�t Gem Potentilla RT Rhus t6loboto Three'Leal Sumac RA Ribes ofolnum'GrA-en Mound' Gr,, -;,,en tviound' Alpl,-o--- Corrcinf R Y Y Rosa woods-ff Woods Rose RP R ubus porviflom 'Thimblpbwry SA solix arcMana Sliver Creeping Willow SD ISafix drum rnond'lano Dtummond'� wiflow M Salk n-ionficob Rocky` Mountain S;, Sorbaria sorbifo5o Ural Fal. e Spiro -0 SJ Spirea joporka'Froet>--IW FroebW sprea so -Syrup horicarpos oweophlfw t,4ounfain Snowberry SP ynnga patua Ki' fMzs Kim' L*4ac SG chlnensls 110-11nes,,e Lilac VT --------------- —Lynnga.x Viburnum Wobum 'Wentworth' lWenhvorth Highbusdh Cranlb�ery -------------------------------- - -- -------- Illy............ . j. AAA 00, s., ,AA Al rr�t /. ',l In INE, ON, Mk W, MN' -aff. ---- -------- -N\A INN, sw\C ................ ---------- V .......... .. ...... . -- -------- .............. X 1-1 IM, - - - -------------- C"-6'ST`kUCT1"1N r OZ ARCHITECTURE w BURLINGAME RANCH L1.1 F, A- - " 2m MT. DALY ENTERPRISES, LLC. LANIDSCAPE ARCHITECTS 931 COWEN DRIVE GATEWAY PLAZA BLDG. 8e, SUITE C CARBONDALE, COLORADO 81623 PHONE 9701.963.9896 FAX 970.963.5775 rra#dcilyllc riail.c om E 9' z U z � o W � � o Q U Z z w � a LLm Q � w Al BURLINGAME RANCID L1,2 1805 29th Suite 4 Boulder, phone 303.449.89001 MT. DALY ENTERPRISES, LLC. LANDSCAPE ARCHITECTS 981 COWEN DRIVE GATEWAY PLAZA BLDG. A, SUITE C CARBONDALE, COLORADO 81623 PHONE 970.963.9896 FAX 970.963.5775 mtdalyllc@gmaii.com OZ PROJ: NO. 809003.00 DRAWN: AEP/TUC APPROVED: JSI LATE: 31 AUG 2012 REVISIONS @ OZ ARCHITECTURE BURL..IN GA E RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENTS FOR CONSTRUCTION SHEET TITLE: LANDSCAPE CAPE PLAN DETAIL_ SCALE: 1" m 200.070 SHEET NUMBER 1305 29th Street Suite 2054 Boulder, Colorado 30301 phone 303.449. 900 CITY OF T. DALY ENTERPRISES, LLC. LANDSCAPE ARCHITECTS 981 COWEN DRIVE GATEWAY 'PLAZA BLDG, A, SUITE C CARBONDALE, COLORADO 81623 PHONE 970.963.9896 FAX 970,963.5775 rntdaiyllc@grnall.com OZ PROJ, NO, 339003.30 DRAWN: AEE'/STUC APPROVED: JSI DATE: 31 AUG 2 01.2 REVISIONS Y N OZ AR�HITECTURE BURLIN A E RANCH L 1.4 1805 29th Street 3. Suite 2054 ph onet �.� �;� MT. DALE' ENTERPRISES, LLC. LANDSCAPE ARCHITECTS 981 COWEN ©RIVE GATEWAY PLAZA SLIGO. A, SUITE C CARBONDALE, COLORADO 81623 PHONE 974.963.9896 FAX 970.963,5775 mtdalyllc@gmaii.com DZ PRDJ. NO, 809003.00 DRAWL: AEP/STUC APPROVED: JSM DATE: 31 AUG 2012 REVISIONS OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENTS FOR CONSTRUCTION SKEET TITLE: LANDSCAPE PLAID DETAIL TREE PLANT 6C -A-E: N-11 -6- EFP` f` L I �O 0 I\ f .:. '_ C.� - f��f�T I �._ . I r l.__ r 9L_ANT TREE6 AFTi -R C V%/NFR MAIE3 6TAKEP T�� l_- 6AIFI ON;1. 66NNPA6-T TO `ORM PEDESTAL. T,, PPEVE-NT eE-T71L.INE,7 OR F LAC - ROOT 5ALL ON UNDI6TL Rf5EF. BOIL 611E6K ROOT 60LLAP OR TRUNK I=LAPE WIT-1111Nrf1E TREE- f5Aa L ANP DO NOT f5URY Tf1F ROOT -OLLAR. THKEE- F TRUNK FL.AR 16 N67 MAY RE X'.6 -FE . REMOVE TI --1E TOP VVO rf1IF 96 6f TSE 15A6K.ET AND ALL f5URLAP I=BONA TRE :E�, ANP REMOVE ALL. TYVINE ('(�. r0A KILL.I'(-). A,K ff Il__ . YV'Tr t A � � MIX ' Tf #E TREE -1 ' EX,AVAr - r OIL. AND UINAMENDED TCT5OIL, NOT ALLOYVINO AIR POG-KET a TO f -ORM aPOI_J. `P 11 -TEE CAU-. AL60 YVATEP THOROL011ILY TO ELIMINATE AIR POCKET -5. TREE 6 ALL 6TAND 1`-'IAN3. FERTILIZE A.� TREES AffEfz PANTING fU71 'RI?P TO MIJ-C I- INO: 5L DEG -IDUs 4)5 TREE- AT OIRJOINAL ANG? EVERGREEN TPEE6 AF-50VrE- €-INIcf-lff) MA\[ 60IL A.U,E"P '�5" AF-50VE TRE --E DRAG . IN /1P ARE-A�3, 00 NOT MAKE 011- �AU6E-R. (v(LL6H WI 11 65PAR �)APK MUZ,-1 1-11 INiC- ML.L01 f5A:21,, F -R- 01V TPU,,K OIC TREE b IN. MIN. SNL' _ =�LAGC TPE PROTECT ON f=EN(,;N0 AROUN.l ALL I R.EE6 --'LANT P ANF A6 1-06 l- i) `' OvNNE-R.. FENT INv �.al-IA L f -5L-- LC; ATE A P,�tI' . C 2�} IN, E= -ROM, TREE TRUNK AND Is ;N. f-RL/,?t TI-FP6 - Pf-61 'UOU6 AND EVE ROREEN PEF OP Aga APPROVED: �,Y OWNER. 5EOL RE T - F 0 T e AND ATTAO' l ; .AME I-E.N E +�? IT(1 APPROF IAT�E A ENER�, TO PPOI'II f A STAB _E F EN(E; ��If �I,,r f3UPP R TI -1 1A'EI�fT Of" #UMANe, € :EP ANP- EL.K.. 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F L_AN T 51�fR`L, AffFER nVNEP H A6 �5T AKEP E PEE L,96AT I ON 6. OOIVIPA T L,�OIL TO f=OPM PEPE{51-& TO Ff-EVENiT TLI�IC-: rT PL..A6E. R001-15AL.L 0� 1 UN✓I`.5 TUP�)ED 6011_ T- 'INE A- 1 T OF BALL 6t1ALL �e PEMOVEC. REM6NE ALL ? )UR AP € =ROVI TME ROOT` f5ALL OR IF .A (;ONTAINER ==t PI. - REMOVE ENTIRE ONTAINEP- ' 5Af Kf= I I ` Ar I F[I A 1301150 MIXT TME- f16L `6 x EK'AVATED `-OIL AND UNAMENDED TIIIP601L, NUT' .ALI O'YVINe AIR F'OGKE73 TO FORM AROUND T1E ROOT F5AL_L. ALSO �VVATER TI-IRrTf1L`;' TO ELIMINATE AIR POC,KT6. � FERTILZE ALL f fRi AI=TEP F`LANT IINC-7 f,LJT PRIOR TO M Gr#IN0. Jt. . 6ET --I RI—T AT ORIOINIAL ?SDE. MASE 3LFE 5AI1j,/,EF� ;e, i" AbOVL CSA!.. IN 66P AREA6-, PO NOT MAKE `v'OIL 6AU6-1-'-R- f\.IU_-01 '5HREPPF c,EY'AR, AP.r\ I'AU __Of 1. mul --- GI~ � 17T -I O A�aEI --- Iff 6tRU;f I }__OC-ATET'l IN A C RAVEi--- AREA. C,TV-RITE METAL. EPC:,INe, 6FE PET- SII ff; I ---I-6 C,05fll-ILE i�E_'` �?EOTE61� i k. 10R* . 0(2V! 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Peking T; e lilac $,mphonCarl)osoreiFphilus�lount:aIfl. iO4i> eI-fy 5% 115 o- tentaon `ape 1- ;Pekiri'' Co toneaster 10 -1:' lit, y Li) TA.1� 14-' AL NAME S'hnaTA Ea; Q 1TAN7I1Y Ism E :1c£arnegurido 'fxnsatit)n' &, `,nsation113?xeIder 3 Betula g L -i nd ulo sa Bog Ifir li 241 #5 € C o nta ine r ET ComusSi'.iic.ea ,TLCntr' lSiinti Dogwood -411 i#:3 Co nta ine r C C o nta file r C ra F, to g us c ms -g a 11r ine nn is 16, to 1 852 4 2.1 Cil 1, 13&B I F a:'4riius p e nnsylti a nic a 'Pa tm o re ° fla tin o it, Ash 16 2.5.1Cit 1. B&B 1'i5_a xinus p fe nnsti h, a nic a Sum in it' Irmo-&teiition `lj,pe 2 2:3 2.5" C al. &&B tlli.i.6p e ruff s_ o p ulo alai iSE'9 s I M;B Ala lus ' $ Ting Bio W111 -1.0,l+ F w C m. b a p p le 14 I, li, m o otic o l:a _ lio C by Flo iI?1ta in � 'Illi? 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P IVUILI.rEF,'�3, 6i zE MARIE `1-11RU51 PLANTED AR ,JNP WALL`_3, 3EE 'l s ;Pekiri'' Co toneaster 10 -1:' lit, y Li) TA.1� 14-' AL NAME C 0lii�N'I(3 N INANIE Q 1TAN7I1Y Ism N01K'' :1c£arnegurido 'fxnsatit)n' &, `,nsation113?xeIder 0---------------------------------- c 2.5"caL M-13 Acerxtleeinaiiji'Autuinn Ilaze Autumn Haze Maple 14 2.3" cal. B&B Pe Lula to ntina lis Na tiff e lil`a'c r ffic h 8 ii 10 C o nta file r C ra F, to g us c ms -g a 11r ine nn is `lho illle sS C o c k-sp ill' 1-1'`a w tho In 4 2.1 Cil 1, 13&B I F a:'4riius p e nnsylti a nic a 'Pa tm o re ° fla tin o it, Ash 16 2.5.1Cit 1. B&B 1'i5_a xinus p fe nnsti h, a nic a Sum in it' SLE in In it. A-sh 2:3 2.5" C al. &&B tlli.i.6p e ruff s_ o p ulo alai Ate! c l's S' Flo unt.a in Junip e r 1 ' t)' Tlt•, M;B Ala lus ' $ Ting Bio W111 -1.0,l+ F w C m. b a p p le 14 2"cal. 13&B T'ic.ea pungens Colorado me e. 35 8'-10' Ht. I -&-;B Pii-li?spontlemsi Pon(lemsa. Pine 30 8'-I()' 11,. MB Papi1ll? S a 11 g u 9tife, ha Na m,wleafCottonwood. 67 2"cal. l'&B .Po pulustreinuloides 'Aspen 1.04 1..5"-2.5"cal. F3&- B s._ 7 sing a p e fang Ii Si5 '.,%nl Tn £'. r C ha nri Sim m e r f � h a im. Peking T; e lilac 9 1.5" Px"; B 115 T) to 1 :359 sae Ekhnged Cil ge _ It K C0t±rn0,a,Ste rlucif] us ;Pekiri'' Co toneaster 10 -1:' lit, _'`';73 Ct1_s j ;�Uing a x. c hire nsis C hilae Fe lilac 13 4' Fk. &&B 1141 Vibumum b-ilobum 'Wentwoitb' Wentwoith Plig-hbliGh Cranberry 6 4' fit. P& -B NIT Shade Peking Cotoneast:er 11 # 5 Container c1:' T3etula fontinahs Native, Pi�'e? aHyrb 1.i3 #1.0 container fF Pe m v skip. a trip lic rfo lia _W `k) to 1 42 45 Container PA I ---------------------------------- _-- Rainy __....._.....W..._.._._ T%y C a Y3;+l p, to ns x C la n d o ?? e i-tq s ' lei) -e Hi3 e Nfist J) Iii_` a. 31, # 5 C o nta in e r c 0 RNIT. C o to ne a ste r lue id us Peking Cotoneast:er 11 # 5 Container c1:' Ph lliig i'u pain cl o xa. Ars a. 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SFA6E_____j SE -T PAVER WITH '3LRR-/?6-11JPINE) LAWN NO -ES: 1.SHEETS n.01A, A2,-0115, A2-.6?W,, A2 -04'R A`s'-JOIE ANP n.OIF f=op,1,-,Ai_ PffEN,�r.511�LZ e -PAC ajiw R f -e I VIP A I 2.. ffIELP I-06ATE EA6,t-1 6ORNIER f 6 ff�r [ UNIT VIA SURVEYING Mf--TMa-,S. 60ORPINATE --AVEP IN67 -ATO'N 1 IVT -1 66P IN6TAINT ION. IN6TA-1- PAVERIS PER MANLFA6T-URff--Pf6f=6 , Ot\11- I I ATI RE Nr-31f5LE I/V1 = I' PRIVELLANE OR PAVE PEFFA PLAOEMENT 66ALE: 1/5" =- I'—(;" MAX, 31ZE 1"T. X --5 IN611-AL-L PER PIE- TA 1(___ P/, T EN10RRVEP LOE�0 L A I. 9A6E f-,01J-PEK �%(Aj Ir. I-) El R NOTES: I. t3EE SfEET 1-0 FOR PLANTIN& PLANS. 2. INCH KOVI.---R MIN. 6?N TME ;`l� TcAl Or THIE 6ON6RETF- STAIR. 'TOP -0= 15atP!=-R6- SH -A -L fiff INSTALLL EP EQUAL TO OR V' Af5,OVE AP-JA(,ENI STAIR 4f50IJ-PER WALLS SHALL NOT 15E TALLER TtIAN 4 FT. MAX, 5. FV -61T PRAINA0E AWAY ffRA4 �UILI)INE6 WHEN PREPARING 60IL AND PLA61N6 60ft�!-E MU-af . .......... 6HRL)15 ff F7 UAL 'T REPARATION- -ERRA6E � -yP. LWI M T ..... 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NOTES: -7RA 1C VEL PAT C/N� PP FR6fT-K 0\/F -RA, -f- 6, ajN a. 2, PO NOT FLA(zE FJJERS IN 6ONFLI(,T W WINPOW6. .......... .. . ........ .......... . .......... . F T -R C -0TF -----60MPAr, .9 5j��l APE, PE :CHN16AIL REPORT f�01DER6 10 RE-]rA -36ALE - N, i A7 L &RAVEL P AIL UNDER 6 T A NOT FOR CONSTRUCTION 1805 29th Street Suite 2054 Boulder, Colorado 803 phone 303.449,89001 MT. DALY ENTERPRISES, LLC. LANDSCAPE ARCHITECTS 981 COWEN DRIVE GATEWAY PLAZA BLDG. A, SUITE C CARBONDALE, COLORADO 81623 PHONE 970.963.9896 FAX 970,963.5775 mtdalyllc@gmaii.com OZ PROJ. O. 809003.00 DRAWN: AEP/STUC APPROVED: JSM DATE: 31 AUG 2012 REVISIONS @ OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENTS FOR CONSTRUCTION SHEET TITLE: LANDSCAPE DETAILS um PLANTIN(v PETAL AT PUILPIN& I STA SCALE 11517 == lj—al m IS) j! 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ANP SMll-:,;'Lf6 AA,W 6MR-Ut>3 IN J56U-W'&, WA #1 6�(/NTAINER-�5 F--1 C -,OP WiTh E31-4 -1-6 7777777777"q 4E!] P- KE kA(,K-:, W/ORAVEL (4 ST�-7- PLANS) 7EEM -PKE. --,A(,r,6 W/E*,A,/EL. (7 15KE-3) �Jl —67RICIAL N(7 - 'E6: MtL6M ALL 6HRU AT CENTRAL STAIRS WITH MUL,. b"T NU FOK Cuo' N ST UCTI :A 6H L,f F)0U.-P.R EN1T ATGENTRY 6TAIR6. Kr% %0-J% FF,014I)t -l"ot--il"FIVE PRAINA,6f- AWAY FkLA1 f5t)":011\106 PREFAR140 6011L. RIND PLA/,INO 66�N-P- MUL.6ft 5m MT. DALY ENTERPRISES, LLC. LANDSCAPE ARCHITECTS 981 COVEN DRIVE GATEWAY PLAZA BLDG. A, SUITE C CARBONDALE, COLORADO 81623 PHONE 970.963.9896 FAX 970.963.5775 mtd.alylilc@gmaili.COM I.. . .... QC*� (o3 ILLUSTRATIVE LANDSCAPE PLAN LANDSCAPE DETAILSI NOT FOR CONSTRUCTION r7 THE CITY OFASPEN ' • : / 00 f DATE: AUG0: 'D OZ ARCH E"'TURW U 0in < l< ao.lo ar.00 0 o z z uj is • cc ' • : / 00 f DATE: AUG0: 'D OZ ARCH E"'TURW 1?jc) (044 SNOW STORAGE PLAN ............ _ 40 ADDITIONAL STORAGE FOR PARf�LLEL AND PERPENDICULAR PARKING T NOT FOR CONSTRUCTION 0.s .� 4 Boulder, Colorado phone THE CITY OFASPEN DATE; 31 AUG 2012 OZ ARCHITECTURE i DATE; 31 AUG 2012 OZ ARCHITECTURE TRAILS CONNECTION PLAN mftb"o� PROP 0 S E D S I N G L E T R A C K AT DEER H I �> PHA S E I I S E C 0 N D A R Y I N T E R 10 0 N C R E T E ... PHASE I NE •• • •� • •\•4PHASE 11 CRUSHER CONNECTION e RY INTERIOR TRAILS PHASE 2 7 ij NOT FOR CONSTRUCTION 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone * ' : 0 10.0291 m ilk • :�•Mrr DATE: 31 AUG2012 0 OZ ARCHITECTURE M U ff ff -boy M-1 L-2.2 0 THE CITY OFASPEN Z U p Z p Q Q 0 W � O Q V C� Z z w J a � N = a m 10.0291 m ilk • :�•Mrr DATE: 31 AUG2012 0 OZ ARCHITECTURE M U ff ff -boy M-1 L-2.2 LANrx5(,Af E Ir -,C` ` G NA. -f IVE RIVF-1 I � r ,, i ,mVT fiI Nl J S o T �1. -A= 1 f a,'tLE �EN�Ai lfi d f C :� ELLPE- i I AJ AlPENI y f'ATf I .i~ MRI PEKING 1 Fe > I _,1 A )A 11p 11 ✓ YVITh �I \f tif�` tvilA { 1 "1a ni1 FE � PE ' f ,�F�N� �: TAIL i=��,;JE % ei 1*Uf6' IN ?'%f'L-PEF, V ALL._ - ( i C,aIT ? IN?=FK'' � ?E% f : EI El ii IC.t L irE 4�Lt\N } BIKE rrA.KS W f 7> Avr (!y f5KIfv) Go%I31-E Fk6r.6 1q; GRA'V'EL `j uara�ve-:tet � u mawsxFve�r SOUTH NEIGHBORHOOD a ...., a. 4. .w , p .. (�... ! 3 •:fir ::-. '... ..• ;: _. .may:.,_. _.�l. .. � el } l a __.r. t:-„_...:c�a ..ra".�r« -��! � 1 Cfl� �'2"i3tis`.`x �-aw-_ ,�'+y.¢�•... F:06l(,1` IYlJUNT-AlN UU ,flPF-F i r Jr r�EE�E!? yRFi 4v /F^ �Z, 5EEPEF2 j?,1�1i?E I -ENT ICN & RAINi_ ARPEf J PALE LIeAlT FE;� EL E6, FFl-/ AL al PLA'i C veraller. space Total: l: 3137;281 Sgjare Feet (8.43 Acr,80 Percentage of Open Spare (NOt Including Parks); 57. Q10 NORTH NEIGHBORHOOD , 2 Z � g. \ - � � a \a_ , ,> J t .1. • � . s d ice@ t tom: f Y i a � ` ♦ ri.,� � \�iWN � n8” ys: 9%� \ * '• <,,:er.��}j• k'�;�� � t j , h Ilk,i k0l. IN { Im N. ; r ! �< NOTES: PARK PATHS AND GRADING IN PARKS IS CONCEPTUAL ONLY. PATHS IN BE PROVIDED WITH VISITABILITY BETWEEN NEIGHBORHOODS 2. DEER.FUTURE STUDY FOR A FENCE. L 2m 1805 ( Y Suite 2054 w%,colorado 803)" phone 303,449,8900 1 MT. DALY ENTERPRISES, LLC. LANDSCAPE ARCHfTECTS 100 N. THIRD STREET, SUITE 102 CARBONDALE, COLORADO 81623 PHONE 970.963.9896 FAX 970.963.3775 mtdoIy @s0PdS.net OZ PROD. NO. 509003.00 DRAWN: AEP/STUC APPROVED: JSM DATE: P .fie U G 2012 REVISIONS I a OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR: PUD 12-10-2010 SHEET TITLE: OPEN SPACE PLAN SCALE. 1" = 80'-0" SHEET NUMBER L40U l CSPACE CALCULATIONS Ss�uth Nei hborhood SF : Get�tr�4 Nfei hbc>rltt��t� Noah Nei hborhood S 11, 773; 317,149 �11 Nit Iding Parks 203 69 NA 42,032 I IA NA SNA �2,5597 I\I NA. 2 3 37;0 17E271,168 1 C veraller. space Total: l: 3137;281 Sgjare Feet (8.43 Acr,80 Percentage of Open Spare (NOt Including Parks); 57. Q10 NORTH NEIGHBORHOOD , 2 Z � g. \ - � � a \a_ , ,> J t .1. • � . s d ice@ t tom: f Y i a � ` ♦ ri.,� � \�iWN � n8” ys: 9%� \ * '• <,,:er.��}j• k'�;�� � t j , h Ilk,i k0l. IN { Im N. ; r ! �< NOTES: PARK PATHS AND GRADING IN PARKS IS CONCEPTUAL ONLY. PATHS IN BE PROVIDED WITH VISITABILITY BETWEEN NEIGHBORHOODS 2. DEER.FUTURE STUDY FOR A FENCE. L 2m 1805 ( Y Suite 2054 w%,colorado 803)" phone 303,449,8900 1 MT. DALY ENTERPRISES, LLC. LANDSCAPE ARCHfTECTS 100 N. THIRD STREET, SUITE 102 CARBONDALE, COLORADO 81623 PHONE 970.963.9896 FAX 970.963.3775 mtdoIy @s0PdS.net OZ PROD. NO. 509003.00 DRAWN: AEP/STUC APPROVED: JSM DATE: P .fie U G 2012 REVISIONS I a OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR: PUD 12-10-2010 SHEET TITLE: OPEN SPACE PLAN SCALE. 1" = 80'-0" SHEET NUMBER L40U SHEET I-2.0 & I-3.1 ... 1* ... '. ���� ­ ''' , , ... , " ..... ........ , , `­ ­ - ... -".-:`. ........ : w:::- - ... ... - '! �:::: , * ­ , , ­...` " - - * ....... � ...... .. ... .. . . :: , ... . I , .. .� - .... * ­ " , - - - ... - � . -:1 ... - ... � ,. . .. .-. . " .... . � - ` I I 1 .. .;: - . - - w " ` % ... : - w %"' - . , .. - :-:11 .. . ... I . "., , - . - , - . ` ; .:;........ .... .--- - -­ . - - ­­ ... `11.11 ­-­- I' ...... I , I .. .... I.. ­......... - I - . I .. * . . . . m: r . ... I. :..:: . ., . .. � .. .. A_ _... ­ .... .. 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': _.. _. :.....v + ..., r..c. .. _- -. .. ... .. .. . .. : ,., v..v. -- .. .. ..:: >. a ..:. .... v1%1 .. .- .. : .t: ... .. .. ... .. ...... v. ... .. .. ..:.... \ .:... .. .•ww...,v , ... ... :::., i 1. 1. __. , . . ,.... .. ... . _...... 1. ...... _. 1. _.. ... ...:. "-- I I . 1. : q : I .1 1, * , * . * � :: - ::, % .::.N.. .: ,,,,,\, ': . , % . _. _ _... . 1. I. ...__... \ 9. . .. ..... ..11 : ... ".. : ...... . :. :.... . : ".. I. .. . . ... .... , : . . . .. .. .. .. ....... i ' IRRIGATION 1-1.0 OVERALL SITE PLAN AND NOTES 1-2.0,1-2.1,1-2,2,1-2.3,1-2.4,1-2.5 MAIN LINE 1-3.1,1-3.2,1-3.3,1-3.4,1-3.5 IRRIGATION APPLICATION 1-4.0 IRRIGATION DETAILS 1-4.1 SCHEDULE AND LEGEND 1-5.0 POND 2 IRRIGATION PUMP DETAILS 1-5,1 POND 2 IRRIGATION PUMP LAYOUT & DETAILS 1-5.2 HARMONY PARK TEMPORARY IRRIGAION SUPPLY DESIGN NOTES 1, ALL WORK SHALL BE PER EXISTING COUNTY OR STATE CODE AND IS SUBJECT TO INSPECTION AND APPROVAL BY APPROPRIATE INSPECTORS AND OWNERS REPRESENTATIVE. 2. ALL PIPE SHALL BE SLEEVED WHEREVER CONCRETE, CONCRETE WALKS, BOULDER WALLS, ROCK BOULDERS OR HARD SURFACE PAVING IS TO BE OVERLAID. IF SLEEVE WAS NOT INSTALLED IN "Al PHASE" IT SHALL BE INSTALLED DURING THIS INSTALLATION, 3. SWING PIPE SHALL BE ON ALL SPRINKLERS UNDER 6 GPM WITH A LENGTH OF 2 FT TO 5 FT. SWING JOINTS SHALL BE USED ON HIGHER FLOWS. 4. THIS IS A SINGLE LINE DRAWING FOR CLARITY AND MULTIPLE PIPES CAN BE INSTALLED IN THE SAME TRENCH. 5, PIPE SIZE IS LABELED AT TRANSITION. 6. IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT RECOMMENDED PRESSURE FOR THE SPRINKLER HEADS AFTER THE VALVE, FLOW CONTROL VALVE SHALL BE ADJUSTED TO ALL ZONES FOR APPROPRIATE FLOW AND OPERATING PRESSURE. PRESSURE REGULATORS SHALL BE INSTALLED WHERE FLOW CONTROL VALVES CANNOT BE ADJUSTED WITHIN MANUFACTURERS RECOMMENDATIONS. 7. STORAGE OF NEW POND 2 IS 76,690 GALLONS OF IRRIGATION STORAGE ACCORDING TO PLANS DATED 3/31/2011. THIS STORAGE IS ADEQUATE TO SUPPLY PHASE IIA COMMON AREA ONLY. EXCLUDING PARKS, FOR A PERIOD OF 1.63 DAYS, ASSUMING A PEAK ET RATE OF 2.5 INCHES PER WEEK. 8. ZONE SCHEDULE AND WATERING TIMES ARE BASED ON 100% ET (2.5" PER WEEK PER THE CITY OF ASPEN). WEATHER CONDITIONS MAY VARY AND THE ZONE RUN TIMES MAY NEED TO BE ADJUSTED. THE ZONE SCHEDULE DOES NOT TAKE INTO ACCOUNT SOIL TYPES AND INFILTRATION RATE, SOIL ABSORPTION RATES IN THIS AREA MAY BE LOW ENOUGH TO REQUIRE MULTIPLE START TIMES TO APPLY WATER WITHOUT RUN OFF I.E. WASTING WATER 9, QUICK COUPLER VALVES SHALL BE INSTALLED AT MINIMUM INTERVAL OF 200 LF ALONG MAIN LINE, AND AS SHOWN ON PLANS. 10, BUBBLERS WELLS SHALL BE INSTALLED AROUND PLANTINGS FOR IRRIGATION PURPOSE, SEE LANDSCAPE PLAN FOR DETAILS. 11. NATIVE PLANTS DO TO LOW WATER REQUIREMENT OF PLANT THEY SHALL BE PLACED ON SEPARATE ZONE 12. ALL PIPES CAN BE RELOCATED TO AVOID UNFORESEEN OBJECTS, RELOCATION SHALL NOT EXCEED 2FT EITHER SIDE OF PIPE ALIGNMENT WITHOUT APPROVAL OF AUTHORIZED OWNERS REPRESENTATIVE, 13. IRRIGATION SYSTEM ITEM SHALL BE PAID PER CONTRACT DOCUMENT. 14. BUBBLER SYSTEM IS DESIGNED WITH THESE BUBBLERS PER PLANT One 1401 PER SHRUB, TWO - FOUR 1404 PER TREE. (SEE DETAIL SHEET) 15, DRIP SYSTEM IS DESIGNED WITH THESE EMITTERS PER PLANT 1 EA.1(1/2 GPH PER PERINAL) , 2EA (1/2 GPH PER SHRUB) AND 3-4 EA. (2 GPH PER TREE SEE IRRIGATION DETAIL SHEET) 16. INSTALL TWO DIFFERENT COLORED 6 PAIR MAXI COMMUNICATION CABLES,SHALL BE RAN THE ENTIRE LENGTH OF THE MAIN LINE WITH SPLICES ACCORDING TO RAIN BIRD INSTALLATION AND PER WIRE MANUFACTURE AND IRRIGATION SPECIFICATIONS. 17, ALL MAIN LINE PIPE,SLEEVES,ZONE VALVES,QUICK COUPLERS, ISOLATION VALVES, POINT OF CONNECTION AND ALL APPERTENANCES UPSTREAM OF THE ZONE VALVES SHALL BE SURVEYED WITH SURVEY GRADE GPS EQUIPMENT. THE FILE SHALL BE PROVIDED TO IRRIGATION CONSULTANTAND OWNER IN AAUTOCAD DRAWING FILE AND TWO POINT FILES. ONE POINT FILE SHALL BE IN THE FOLLOWING FORMAT: POINT NUMBER, NORTHING, EASTING, ELEVATION, DESCRIPTION. UNITS SHALL BE IN FEET AND COORDINATE SYSTEM SHALL BE COMPATIBLE WITH SITE CONTROL. SECOND POINT FILE SHALL BE IN THE FOLLOWING FORMAT: POINT NUMBER, LATITUDE, LONGITUDE, ELEVATION, DESCRIPTION. UNITS SHALL BE DECIMAL DEGREES, ELEVATION IN FEET, DATUM SHALL BE WGS84. ASSUMPTIONS FOR DESIGN 1. DESIGN ASSUMES 0.90 CFS FLOW AVAILABLE TO EXISTING POND #1. IF FLOW IS NOT AVAILABLE, A BACKUP SOURCE OF REUSE WATER WILL BE SUPPLIED TO THE POND. 2. DESIGN ASSUMES 250 GPM FLOW MINIMUM TO NEW POND 2 FROM REUSE WATER SUPPLY. CONTROL OF REUSE WATER SUPPLY BY OTHERS. 3. DESIGN ASSUMES EXISTING PUMP STATION IS IN GOOD OPERATING CONDITION, SUPPLYING 240 GPM AT95 PSIAT THE PUMP. PUMP STATION WILL NOT OPERATE UNDER CONSTANT PRESSURE DUE TO POOR CONDITION OF PHASE 1 IRRIGATION SYSTEM. SATELLITE CONTROLLERS PROVIDE LOW VOLTAGE MASTER VALVE SIGNAL TO EXISTING PUMP STATION CONTROL PANEL, TO PROVIDE'ON' SIGNAL TO PUMP. WIRES ARE INCLUDED IN THIS DESIGN FROM SATELLITE TO EXISTING PUMP STATION CONTROL PANEL ONLY. INSTALL TEE INTO EXISTING PUMP STATION DISCHARGE UPSTREAM OF MASTER VALVE TO PHASE I. IF MASTER VALVE IS NOT CONFIGURED FOR PHASE I, IT SHALL BE INSTALLED AND CONFIGURED. A FLOW SENSOR AND DECODER SHALL BE INSTALLED TO PHASE H. 4. POND MODIFICATIONS ARE NOT INCLUDED IN THIS DESIGN. NEW PUMP STATION, RELAYS REQUIRED FOR SATELLITE CONTROLLERS SHALL BE DESIGNED BY ELECTRICAL CONSULTANT. AT THE DIRECTION OF RAIN BIRD CERTIFIED MAXICOM TECHNICIAN FAMILIAR WITH BURLINGAME PHASE I SYSTEM. 5. ALL EXISTING IRRIGATION MATERIALS ARE RAINBIRD, THEREFORE DESIGN REQUIRES PHASE 2 ALSO BE RAINBIRD ONLY FOR EASE OF MAINTENANCE. 6. LATERAL PIPING NOT QUANTIFIED AT DETAILED DESIGN LEVEL 7. DOMESTIC IRRIGATION TAP IS SUPPLIED TO AUGMENT IRRIGATION UNTIL POND 2 AND PUMP STATION FROM POND 2 IS FUNCTIONING PROPERLY. DOMESTIC SUPPLY SHALL PROVIDE A MINIMUM OF 120 GPM AND CONTROLS AND MANAGEMENT ADJUSTED TO OPERATE ACCORDINGLY. HARMONY PARK PUMP AND DOMESTIC TAP WILL BE ALLOCATED TO ITS MAXIMUM SUPPLY ASSUMING 2.5 INCHES PER WEEK. 80 40 0 80 160 NORTH 1• INSTALLATION NOTES: 1. ALL MAINLINES INSTALLED DURING THE A&I PHASE THAT RESULT IN LESS THAN 2 FEET OF COVER OR MORE THAN 5 FEET OF COVER OVER THE PIPE, BASED ON ASBUILT SURVEY & DOCUMENTS FROM THE A&I INSTALLATION AND FINISH GRADE, SHALL BE REPLACED AND BURIED TO THE DEPTH ACCORDING TO THE DETAILS SHEET THIS SET. 2. ALL MAINLINES INSTALLED DURING THE A&I PHASE THAT HAVE FILL PLACED OVER THEM SHALL HAVE ALL VALVES, VALVE BOXES, VENTS, QUICK CONNECTS AND OTHER APPURTENANCES RAISED TO THE NEW FINISH GRADE, AS IF INSTALLED NEW ACCORDING TO THE DETAILS SHEET THIS SET. 3. ALL RELOCATED AND NEW LINES INSTALLED SHALL BE ASBUILT ACCORDING TO THE SPECIFICATIONS. THE LOCATION OF THE SOLID SLEEVE AND TRANSITION FROM EXISTING TO NEW SHALL BE LOCATED BY SURVEY GRADE GPS AND PHOTOGRAPHIC DOCUMENTATION. 4. FINAL INSTALLATION OF ALL MAINLINES SHALL BE BETWEEN 2 FEET OF COVER AND 5 FEET OF COVER. 5. ANY EXISTING PIPE LOWERED TO AVOID A UTILITY CONFLICT SHALL TRANSITION A MINIMUM OF 50 FEET EACH DIRECTION FROM CONFLICT UTILITY TO AVOID ABRUPT GRADE CHANGES AND INSTALLATION OF ELBOWS TO MAKE GRADE ADJUSTMENTS SHALL BE AVOIDED. 6. ALL SINGLE FAMILY RESIDENTIAL LOTS SHALL INSTALL A FULL COVERAGE IRRIGATION SYSTEM CONSISTENT WITH BURLINGAME RANCH COVENANTS, AND SHALL PROVIDE FOR FULL COVERAGE UTILIZING EQUIPMENT SHOWN FOR PASE II IRRIGATION. ALL COMPONENTS SHALL BE COMPATIBLE WITH PHASE I AND PHASE II EXISTING EQUIPMENT, CONTROLLER PROGRAMING SHALL BE MODIFIED TO ACCOMMODATE ADDITION OF EACH RESIDENTIAL LOT SYSTEM. 7. IRRIGATION FOR SINGLE FAMILY LOTS SHALL BE IN ACCORDANCE WITH THE BURLINGAME RANCH AFFORDABLE HOUSING DESIGN GUIDELINES AND SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN REVIEW COMMITTEE 8. REMOVE EXISTING LATERALS AND SPRINKLER EQUIPMENT FROM A&I INSTALLATION USED FOR RECLAMATION AND SITE STABILIZATION. REPLACE WITH SPRINKLERS AS SHOWN THIS DESIGN. 9. REPLACE/ RELOCATE VALVES TO LOCATION AND AS SHOWN ON FINAL PLANS. REPROGRAM AND REASSIGN ADDRESSES AS NEEDED OR PER EACH PHASE. PROGRAMMING TO BE ONLY BY CERTIFIED RAIN BIRD MAXICOM TECHNICIAN. 10. MAINLINE AND WIRE WILL NEED TO BE REPLACED DUE TO CHANGES IN SITE GRADING, AND VALVES WILL NEED TO BE ADJUSTED. UTILIZE FINAL GRADING PLAN AND ASBUILT A&I IRRIGATION ASBUILT TO DETERMINE LOCATIONS REQUIRED FOR REPLACEMENT. A REPLACEMENT PLAN SHALL BE SUBMITTED TO IRRIGATION DESIGNER, WITH A&I ASBUILT ELEVATIONS, FOR REVIEW AND APPROVAL. ALL MAINILINE AND LATERAL PIPE SHALL MAINTAIN THE MINIMUM COVER AS SHOWN IN THE DETAILS AND SPECIFICATIONS, AND NOT BE DEEPER THAN 4.5 FEET AT FINISH GRADE. VALVES NEED TO BE RAISED/LOWERED ACCORDINGLY TO NOT REQUIRE MORE THAN ONE VALVE BOX EXTENSION. PIPE SHALL BE LOWERED OR RAISED BETWEEN VALVE BOXES. THE REPLACEMENT SHALL BE A MINIMUM OF 80 FEET IN LENGTH AND ACCOMPLISHED BY UTILIZING SOLID SLEEVE STYLE REPAIR COUPLINGS. ALL ADJUSTMENTS AND NEW INSTALLATION SHALL BE SURVEY ASBUILT ACCORDING TO THE SPECIFICATIONS. WHEN MAINLINE IS LOWERED OR MOVED, SLEEVES SHALL BE REPLACED AND RELOCATED TO COMPLY WITH SPECIFICATIONS OF SLEEVE UNDER AL HARDSCAPE. 11. ALL DISTURBED AREAS SHALL BE RE -VEGETATED ACCORDING TO THE LANDSCAPE PLANS. SPRINKLER LAYOUT SHALL BE ADJUSTED FOR FULL COVERAGE. PARK 1,2, &3, POND 2, AND THE SINGLE FAMILY RO LOTS SHALL HAVE A TEMPORARY SYSTEM INSTALLED UTILIZING EQUIPMENT FROM A&I PHASE OR NEW EQUIPMENT TO PROVIDE FULL COVERAGE UNTIL FURTHER CONSTRUCTION. ASSUME THAT AT LEAST TWO GROWING SEASONS WILL REQUIRE IRRIGATION FOR ESTABLISHMENT OF NATIVE GRASSES. 12. PHASE IIA & PHASE IIB VALVES ARE TO BE ADJUSTED BASED ON AVAILABLE WATER SUPPLY FROM HARMONY PARK PUMP, DOMESTIC TAPS, AND POND 2 PUMP. ON CONTROLLERS DETAIL/ LEGEND: 1. A&I-INSTALL RADIO COMMUNICATION BETWEEN EXISTING CCU AND NEW CONTROLLERS. 2. A&I-INSTALL RADIO COMMUNICATION BETWEEN NEW PUMP STATION AND EXISTING CCU AS NEEDED FOR MAXICOM COMMUNICATION. 3. A&I-ALL COMMUNICATION, PROGRAMMING, AND SYSTEM CONTROL TO BE DESIGNED AND PROGRAMMED BYA CERTIFIED RAIN BIRD MAXICOM TECHNICIAN. SAME TECHNICIAN SHALL OVERSEE INSTALLATION OF DECODERS AND ZONING, AS WELL AS INTEGRATION INTO EXISTING PUMP STATION. NOT FOR", C ONSTRUCTION \ `\ 4 I 11 �� HE CITE' OF INSWEN 11 Western. Heritaue Consulting & Engineering 307.215.7430 ?n FOX 2117 .�v,,rw.,r.esee?t:�,.ce,carr,. Mi I I s, WY 82 644 T U Z 0 0 < < 0� LL LLI 0 .j 2 0 < () .0 r% tilta:j W" Z UJ .J 0. do ^ 0� v i Z) < 00 OZ PROD. 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I. .. . . ... .... , : . . . .. .. .. .. ....... i ' IRRIGATION 1-1.0 OVERALL SITE PLAN AND NOTES 1-2.0,1-2.1,1-2,2,1-2.3,1-2.4,1-2.5 MAIN LINE 1-3.1,1-3.2,1-3.3,1-3.4,1-3.5 IRRIGATION APPLICATION 1-4.0 IRRIGATION DETAILS 1-4.1 SCHEDULE AND LEGEND 1-5.0 POND 2 IRRIGATION PUMP DETAILS 1-5,1 POND 2 IRRIGATION PUMP LAYOUT & DETAILS 1-5.2 HARMONY PARK TEMPORARY IRRIGAION SUPPLY DESIGN NOTES 1, ALL WORK SHALL BE PER EXISTING COUNTY OR STATE CODE AND IS SUBJECT TO INSPECTION AND APPROVAL BY APPROPRIATE INSPECTORS AND OWNERS REPRESENTATIVE. 2. ALL PIPE SHALL BE SLEEVED WHEREVER CONCRETE, CONCRETE WALKS, BOULDER WALLS, ROCK BOULDERS OR HARD SURFACE PAVING IS TO BE OVERLAID. IF SLEEVE WAS NOT INSTALLED IN "Al PHASE" IT SHALL BE INSTALLED DURING THIS INSTALLATION, 3. SWING PIPE SHALL BE ON ALL SPRINKLERS UNDER 6 GPM WITH A LENGTH OF 2 FT TO 5 FT. SWING JOINTS SHALL BE USED ON HIGHER FLOWS. 4. THIS IS A SINGLE LINE DRAWING FOR CLARITY AND MULTIPLE PIPES CAN BE INSTALLED IN THE SAME TRENCH. 5, PIPE SIZE IS LABELED AT TRANSITION. 6. IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT RECOMMENDED PRESSURE FOR THE SPRINKLER HEADS AFTER THE VALVE, FLOW CONTROL VALVE SHALL BE ADJUSTED TO ALL ZONES FOR APPROPRIATE FLOW AND OPERATING PRESSURE. PRESSURE REGULATORS SHALL BE INSTALLED WHERE FLOW CONTROL VALVES CANNOT BE ADJUSTED WITHIN MANUFACTURERS RECOMMENDATIONS. 7. STORAGE OF NEW POND 2 IS 76,690 GALLONS OF IRRIGATION STORAGE ACCORDING TO PLANS DATED 3/31/2011. THIS STORAGE IS ADEQUATE TO SUPPLY PHASE IIA COMMON AREA ONLY. EXCLUDING PARKS, FOR A PERIOD OF 1.63 DAYS, ASSUMING A PEAK ET RATE OF 2.5 INCHES PER WEEK. 8. ZONE SCHEDULE AND WATERING TIMES ARE BASED ON 100% ET (2.5" PER WEEK PER THE CITY OF ASPEN). WEATHER CONDITIONS MAY VARY AND THE ZONE RUN TIMES MAY NEED TO BE ADJUSTED. THE ZONE SCHEDULE DOES NOT TAKE INTO ACCOUNT SOIL TYPES AND INFILTRATION RATE, SOIL ABSORPTION RATES IN THIS AREA MAY BE LOW ENOUGH TO REQUIRE MULTIPLE START TIMES TO APPLY WATER WITHOUT RUN OFF I.E. WASTING WATER 9, QUICK COUPLER VALVES SHALL BE INSTALLED AT MINIMUM INTERVAL OF 200 LF ALONG MAIN LINE, AND AS SHOWN ON PLANS. 10, BUBBLERS WELLS SHALL BE INSTALLED AROUND PLANTINGS FOR IRRIGATION PURPOSE, SEE LANDSCAPE PLAN FOR DETAILS. 11. NATIVE PLANTS DO TO LOW WATER REQUIREMENT OF PLANT THEY SHALL BE PLACED ON SEPARATE ZONE 12. ALL PIPES CAN BE RELOCATED TO AVOID UNFORESEEN OBJECTS, RELOCATION SHALL NOT EXCEED 2FT EITHER SIDE OF PIPE ALIGNMENT WITHOUT APPROVAL OF AUTHORIZED OWNERS REPRESENTATIVE, 13. IRRIGATION SYSTEM ITEM SHALL BE PAID PER CONTRACT DOCUMENT. 14. BUBBLER SYSTEM IS DESIGNED WITH THESE BUBBLERS PER PLANT One 1401 PER SHRUB, TWO - FOUR 1404 PER TREE. (SEE DETAIL SHEET) 15, DRIP SYSTEM IS DESIGNED WITH THESE EMITTERS PER PLANT 1 EA.1(1/2 GPH PER PERINAL) , 2EA (1/2 GPH PER SHRUB) AND 3-4 EA. (2 GPH PER TREE SEE IRRIGATION DETAIL SHEET) 16. INSTALL TWO DIFFERENT COLORED 6 PAIR MAXI COMMUNICATION CABLES,SHALL BE RAN THE ENTIRE LENGTH OF THE MAIN LINE WITH SPLICES ACCORDING TO RAIN BIRD INSTALLATION AND PER WIRE MANUFACTURE AND IRRIGATION SPECIFICATIONS. 17, ALL MAIN LINE PIPE,SLEEVES,ZONE VALVES,QUICK COUPLERS, ISOLATION VALVES, POINT OF CONNECTION AND ALL APPERTENANCES UPSTREAM OF THE ZONE VALVES SHALL BE SURVEYED WITH SURVEY GRADE GPS EQUIPMENT. THE FILE SHALL BE PROVIDED TO IRRIGATION CONSULTANTAND OWNER IN AAUTOCAD DRAWING FILE AND TWO POINT FILES. ONE POINT FILE SHALL BE IN THE FOLLOWING FORMAT: POINT NUMBER, NORTHING, EASTING, ELEVATION, DESCRIPTION. UNITS SHALL BE IN FEET AND COORDINATE SYSTEM SHALL BE COMPATIBLE WITH SITE CONTROL. SECOND POINT FILE SHALL BE IN THE FOLLOWING FORMAT: POINT NUMBER, LATITUDE, LONGITUDE, ELEVATION, DESCRIPTION. UNITS SHALL BE DECIMAL DEGREES, ELEVATION IN FEET, DATUM SHALL BE WGS84. ASSUMPTIONS FOR DESIGN 1. DESIGN ASSUMES 0.90 CFS FLOW AVAILABLE TO EXISTING POND #1. IF FLOW IS NOT AVAILABLE, A BACKUP SOURCE OF REUSE WATER WILL BE SUPPLIED TO THE POND. 2. DESIGN ASSUMES 250 GPM FLOW MINIMUM TO NEW POND 2 FROM REUSE WATER SUPPLY. CONTROL OF REUSE WATER SUPPLY BY OTHERS. 3. DESIGN ASSUMES EXISTING PUMP STATION IS IN GOOD OPERATING CONDITION, SUPPLYING 240 GPM AT95 PSIAT THE PUMP. PUMP STATION WILL NOT OPERATE UNDER CONSTANT PRESSURE DUE TO POOR CONDITION OF PHASE 1 IRRIGATION SYSTEM. SATELLITE CONTROLLERS PROVIDE LOW VOLTAGE MASTER VALVE SIGNAL TO EXISTING PUMP STATION CONTROL PANEL, TO PROVIDE'ON' SIGNAL TO PUMP. WIRES ARE INCLUDED IN THIS DESIGN FROM SATELLITE TO EXISTING PUMP STATION CONTROL PANEL ONLY. INSTALL TEE INTO EXISTING PUMP STATION DISCHARGE UPSTREAM OF MASTER VALVE TO PHASE I. IF MASTER VALVE IS NOT CONFIGURED FOR PHASE I, IT SHALL BE INSTALLED AND CONFIGURED. A FLOW SENSOR AND DECODER SHALL BE INSTALLED TO PHASE H. 4. POND MODIFICATIONS ARE NOT INCLUDED IN THIS DESIGN. NEW PUMP STATION, RELAYS REQUIRED FOR SATELLITE CONTROLLERS SHALL BE DESIGNED BY ELECTRICAL CONSULTANT. AT THE DIRECTION OF RAIN BIRD CERTIFIED MAXICOM TECHNICIAN FAMILIAR WITH BURLINGAME PHASE I SYSTEM. 5. ALL EXISTING IRRIGATION MATERIALS ARE RAINBIRD, THEREFORE DESIGN REQUIRES PHASE 2 ALSO BE RAINBIRD ONLY FOR EASE OF MAINTENANCE. 6. LATERAL PIPING NOT QUANTIFIED AT DETAILED DESIGN LEVEL 7. DOMESTIC IRRIGATION TAP IS SUPPLIED TO AUGMENT IRRIGATION UNTIL POND 2 AND PUMP STATION FROM POND 2 IS FUNCTIONING PROPERLY. DOMESTIC SUPPLY SHALL PROVIDE A MINIMUM OF 120 GPM AND CONTROLS AND MANAGEMENT ADJUSTED TO OPERATE ACCORDINGLY. HARMONY PARK PUMP AND DOMESTIC TAP WILL BE ALLOCATED TO ITS MAXIMUM SUPPLY ASSUMING 2.5 INCHES PER WEEK. 80 40 0 80 160 NORTH 1• INSTALLATION NOTES: 1. ALL MAINLINES INSTALLED DURING THE A&I PHASE THAT RESULT IN LESS THAN 2 FEET OF COVER OR MORE THAN 5 FEET OF COVER OVER THE PIPE, BASED ON ASBUILT SURVEY & DOCUMENTS FROM THE A&I INSTALLATION AND FINISH GRADE, SHALL BE REPLACED AND BURIED TO THE DEPTH ACCORDING TO THE DETAILS SHEET THIS SET. 2. ALL MAINLINES INSTALLED DURING THE A&I PHASE THAT HAVE FILL PLACED OVER THEM SHALL HAVE ALL VALVES, VALVE BOXES, VENTS, QUICK CONNECTS AND OTHER APPURTENANCES RAISED TO THE NEW FINISH GRADE, AS IF INSTALLED NEW ACCORDING TO THE DETAILS SHEET THIS SET. 3. ALL RELOCATED AND NEW LINES INSTALLED SHALL BE ASBUILT ACCORDING TO THE SPECIFICATIONS. THE LOCATION OF THE SOLID SLEEVE AND TRANSITION FROM EXISTING TO NEW SHALL BE LOCATED BY SURVEY GRADE GPS AND PHOTOGRAPHIC DOCUMENTATION. 4. FINAL INSTALLATION OF ALL MAINLINES SHALL BE BETWEEN 2 FEET OF COVER AND 5 FEET OF COVER. 5. ANY EXISTING PIPE LOWERED TO AVOID A UTILITY CONFLICT SHALL TRANSITION A MINIMUM OF 50 FEET EACH DIRECTION FROM CONFLICT UTILITY TO AVOID ABRUPT GRADE CHANGES AND INSTALLATION OF ELBOWS TO MAKE GRADE ADJUSTMENTS SHALL BE AVOIDED. 6. ALL SINGLE FAMILY RESIDENTIAL LOTS SHALL INSTALL A FULL COVERAGE IRRIGATION SYSTEM CONSISTENT WITH BURLINGAME RANCH COVENANTS, AND SHALL PROVIDE FOR FULL COVERAGE UTILIZING EQUIPMENT SHOWN FOR PASE II IRRIGATION. ALL COMPONENTS SHALL BE COMPATIBLE WITH PHASE I AND PHASE II EXISTING EQUIPMENT, CONTROLLER PROGRAMING SHALL BE MODIFIED TO ACCOMMODATE ADDITION OF EACH RESIDENTIAL LOT SYSTEM. 7. IRRIGATION FOR SINGLE FAMILY LOTS SHALL BE IN ACCORDANCE WITH THE BURLINGAME RANCH AFFORDABLE HOUSING DESIGN GUIDELINES AND SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN REVIEW COMMITTEE 8. REMOVE EXISTING LATERALS AND SPRINKLER EQUIPMENT FROM A&I INSTALLATION USED FOR RECLAMATION AND SITE STABILIZATION. REPLACE WITH SPRINKLERS AS SHOWN THIS DESIGN. 9. REPLACE/ RELOCATE VALVES TO LOCATION AND AS SHOWN ON FINAL PLANS. REPROGRAM AND REASSIGN ADDRESSES AS NEEDED OR PER EACH PHASE. PROGRAMMING TO BE ONLY BY CERTIFIED RAIN BIRD MAXICOM TECHNICIAN. 10. MAINLINE AND WIRE WILL NEED TO BE REPLACED DUE TO CHANGES IN SITE GRADING, AND VALVES WILL NEED TO BE ADJUSTED. UTILIZE FINAL GRADING PLAN AND ASBUILT A&I IRRIGATION ASBUILT TO DETERMINE LOCATIONS REQUIRED FOR REPLACEMENT. A REPLACEMENT PLAN SHALL BE SUBMITTED TO IRRIGATION DESIGNER, WITH A&I ASBUILT ELEVATIONS, FOR REVIEW AND APPROVAL. ALL MAINILINE AND LATERAL PIPE SHALL MAINTAIN THE MINIMUM COVER AS SHOWN IN THE DETAILS AND SPECIFICATIONS, AND NOT BE DEEPER THAN 4.5 FEET AT FINISH GRADE. VALVES NEED TO BE RAISED/LOWERED ACCORDINGLY TO NOT REQUIRE MORE THAN ONE VALVE BOX EXTENSION. PIPE SHALL BE LOWERED OR RAISED BETWEEN VALVE BOXES. THE REPLACEMENT SHALL BE A MINIMUM OF 80 FEET IN LENGTH AND ACCOMPLISHED BY UTILIZING SOLID SLEEVE STYLE REPAIR COUPLINGS. ALL ADJUSTMENTS AND NEW INSTALLATION SHALL BE SURVEY ASBUILT ACCORDING TO THE SPECIFICATIONS. WHEN MAINLINE IS LOWERED OR MOVED, SLEEVES SHALL BE REPLACED AND RELOCATED TO COMPLY WITH SPECIFICATIONS OF SLEEVE UNDER AL HARDSCAPE. 11. ALL DISTURBED AREAS SHALL BE RE -VEGETATED ACCORDING TO THE LANDSCAPE PLANS. SPRINKLER LAYOUT SHALL BE ADJUSTED FOR FULL COVERAGE. PARK 1,2, &3, POND 2, AND THE SINGLE FAMILY RO LOTS SHALL HAVE A TEMPORARY SYSTEM INSTALLED UTILIZING EQUIPMENT FROM A&I PHASE OR NEW EQUIPMENT TO PROVIDE FULL COVERAGE UNTIL FURTHER CONSTRUCTION. ASSUME THAT AT LEAST TWO GROWING SEASONS WILL REQUIRE IRRIGATION FOR ESTABLISHMENT OF NATIVE GRASSES. 12. PHASE IIA & PHASE IIB VALVES ARE TO BE ADJUSTED BASED ON AVAILABLE WATER SUPPLY FROM HARMONY PARK PUMP, DOMESTIC TAPS, AND POND 2 PUMP. ON CONTROLLERS DETAIL/ LEGEND: 1. A&I-INSTALL RADIO COMMUNICATION BETWEEN EXISTING CCU AND NEW CONTROLLERS. 2. A&I-INSTALL RADIO COMMUNICATION BETWEEN NEW PUMP STATION AND EXISTING CCU AS NEEDED FOR MAXICOM COMMUNICATION. 3. A&I-ALL COMMUNICATION, PROGRAMMING, AND SYSTEM CONTROL TO BE DESIGNED AND PROGRAMMED BYA CERTIFIED RAIN BIRD MAXICOM TECHNICIAN. SAME TECHNICIAN SHALL OVERSEE INSTALLATION OF DECODERS AND ZONING, AS WELL AS INTEGRATION INTO EXISTING PUMP STATION. NOT FOR", C ONSTRUCTION \ `\ 4 I 11 �� HE CITE' OF INSWEN 11 Western. Heritaue Consulting & Engineering 307.215.7430 ?n FOX 2117 .�v,,rw.,r.esee?t:�,.ce,carr,. Mi I I s, WY 82 644 T U Z 0 0 < < 0� LL LLI 0 .j 2 0 < () .0 r% tilta:j W" Z UJ .J 0. do ^ 0� v i Z) < 00 OZ PROD. NO. 809003.00 DRAWN: MAV APPROVED; RLA DATE: p AUG2012 REVISIONS r O. 0 'IO NOT i' CONSTRUCTION IRRIGATIONSHEET TITLE: OVERALL .NOTES. SCALE: 1" = 80'-0" SHEET NUMBER no OR CONSTRUCTION ----------------------------- HE CITE' OFASPEN Wf Western. Heritage Consulting & Engineering :307.215 7430 PO F513X 23.17 Mills, WY 82f 4 Z j.LJ 0 .j 0 A* r% t11*m:j 0"' z z CL cr U) OZ PROD. NO. 809003.00 DRAWN: MAV APPROVED:RLA DATE: 31 AUG 2012 REVISIONS @ OZ ARCHITECTURE 'SSUED FOR: 100% IMPLEMENTATION *OCUMENT AcTrPIOR C*]1qS1T?k01G1Tr1#n SHEET TITLE: ]IRRIGATION MAIN LINE 'fo-PLA-111 SCALE: 1" = 20'-0" SHEET NUMBER i.■■2mo CITY OF ASPEN I M 19& Wf Western Heritage Consulting & Engineering ,107,215,7,430 PO BIOX 21.17 Mills, WY 8264 4 OZ PROJ. NO. 809003.00 DRAWN: MAV APPROVED:RLA DATE: 31 AUG 2012 REVISIONS @ OZ ARCH ITECTUR71 BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENT NOT FOR CONSTRUCTION SHEET TITLE: IRRIGATION MAIN LINE PLAN SCALE: 1 20'-0" SHEET NUMBER 1.2.1 - - - - - ------------ 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 . . . . . . . . . . . . . . HE CITY OF ASPEN m Western Heritage Consulting & F]ngineering 307,215,7430 PO ROX ?a1 i ste r nh. ce.co m Mills, WY 82644 UA"Ift LLJ 0 2 j 0 0 r% z Z LJJ .j CL U) OZ PROJ. NO. 809003.00 DRAWN: MAV APPROVED:RLA DATE: 31. AUG 203-2 REVISIONS OZARCHITECTURE BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENT NOT FOR CONSTRUCTION SHEET TITLE: IRRIGATION MAIN LINE PLAN SCALE: 1 20'-0" SHEET NUMBER 1�2m21 I ......... ..... .... . . . . . . . . . . . X 1-� ............ rr % . ...... ..... -X .. . ... ......... . . ....... . ...... .... .. . ......... 90 IL X NOT F CpNSTRUCTION HE CITY OF ASPEN m "A AM Wf Western. Heritage G-.)nsuking & Fl�ngineering 307215,74.30 PO BOX 2 " 17 w"ww.westem!"ce.com Mills, WY82644 ---------------- OZ PROJ. NO. 809003.00 DRAWN: MAV APPROVED:RLA DATE: . 2012 REVISIONS LCOZ �ARCHITECTURE BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENT NOT FOR CONSTRUCTION SHEET TITLE: IRRIGATION MAIN LINE PLAN SCALE: 1 20'-0" SHEET NUMBER 1.2.3 REINSTALL MAIN REFERENCE INSTALLATION NC SHEET RELOCATE VALVES AS NECESS #1 0 • woo HE CITY OFASPEN am Am Western Heritage Consulti.ng & F"rigineering 30T215.7430 PO BO?C 2, 17 Mills, WY 82644 Z L.LJ 0 .j Aomwa� u ,f r% ko:j z z LJLJ .j CL U) OZ PROJ. NO. 809003.00 DRAWN: MAV APPROVED:RLA DATE: 31 AUG 201.2 REVISIONS I @ OZ ARCHITECTURE ISSIIIED FOR: 100% IMPLEMENTATION i• NOT FOR CONSTRUCTION SHEET TITLE: IRRIGATION MAIN LINE PLAN SCALE: 1"=20'-O" SHEET NUMBER 1�204 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITE' OFASPEN Aa Western. Heritage Consultii.ng & Engineering 307.2.15,7430 PO BOX 23 17 Alvvw'weste mince.com M s, WY 8264 4 Z LU 0 .j 0 r r% z z W CL U) D co OZ PROJ. 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N) lot v ...................... ......... 1 124 12" ... ...... ... .. .. .... ... . . . . .. ............. . ........ ... .... .......... . ........... .......... . ...... ...................... . .... ... . — ............. — ... ...... 12 R "N .......... io ITHTURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 HE CITY OF ASPEN dft Aft Western Heritage Consulting & Engineering 307.215.7430 PO BOX 2117 mm.westernhce.com Mills, WY 82644 F OZ PROJ. NO, 809003.00 DRAWN: MAV APPROVED:RLA DATE: 31 AUG203-2 REVISIONS I @ OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENT NOT FOR CONSTRUCTION SHEET TITLE: IRRIGATION MAIN LINE PLAN SCALE: 1 20'-0" SHEET NUMBER 1�3m2 6 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 OZ PROD, NO. 809003.00 DRAWN: MAV APPROVED: RLA DATE: 31. AOS 20:1 REVISIONS © OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENT NOT FOR CONSTRUCTION SHEET TITLE: IRRIGATION MAIN LINE PLAN SCALE: 1" = 20'-0" SHEET NUMBER 1�3m3 REF INSTALLAT16 NOT Fuo"""R CONSTRUCTION IrAm7w�, i.0 MIT ETHI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 OZ PROJ. NO. 809003.00 DRAWN: MAV APPROVED:RLA DATE: 31. A(J'6 201.2 REVISIONS @ OZ ARCHITECTURE I BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENT NOT FOR CONSTRUCTION SHEET TITLE: IRRIGATION MAIN LINE PLAN SCALE: 1" = 20'-0" SHEET NUMBER 1�3m4 ®R AHCHITHTURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 OZ PROJ. NO. 809003.00 DRAWN: MAV APPROVED: RLA DATE: 31 AUG 2012 REVISIONS 0 OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENT NOT FOR CONSTRUCTION SHEET TITLE: IRRIGATION MAIN LINE PLAN SCALE: 1"=20'-O" SHEET NUMBER 1�3 ■ ELL 45° ELL WYE SIDF VII:W PIAN?I-R N OUNDISTURBED SOIL (TYPICAL) %Q CONCRETE THRUST BLOCK (TYPICAL) 1 7 / PIPE (TYPICAL) 45° ELL a REBAR BENT AROUND FITTING (TYPICAL) ! O) FITTING (TYPICAL) NOTES: �J 1. SUPPLY LINES 3 -INCHES IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. 2. SEE SPECIFICATIONS FOR AMOUNT OF CONCRETE TO BE USED FOR THRUST BLOCK. ROAD/DRIVE PIPE SLEEVE FOR ASPHALT, CONCRETE AND OTHER HARD SCAPE SURFACES INSTALL MAIN LINE & SLEEVES PER CITY SPECIFICATION AND DETAILS. SEE PLAN FOR PIPE SIZE. MINIMUM PIPE SIZE SHALL BE SHOWN IN DETAIL. THRUST BLOCK RMCBEWPAFFIM PAR +ES INSTALL 3602 PULSE DECODER SEE CONTROLLER DIRECTIONS FOR — PROPER WIRING, GROUND CONTROLLER PER MANUFACTURER INSTRUCTIONS 38" F RON VIF W MOUNT BOXES PER MFG. o 0 0 FINAL 6" OF TRENCH SHALL BE INSTRUCTIONS SPECIFIC MODEL. 120/240 VOLT PVC LATERAL LINE REFERENCE MANUFACTURER'S BY OTHERS 15°-45° OF INCLINE TOP SOIL IN AREAS TO BE ON HARCO FLOWS GREATER THAN 5 GPM LEGENDSEEMORED CONTROL UNW&A2. 1. CONTROLLER ENCLOSURE. 5.DIRECT BURIAL OTI@INIF MMIRES L MEMMEWAONE VALVE LANDSCAPED ACCORDING TO i�01 k0vA3WES. ZONE VALVE COMMON WIRE IN 110 -VOLT SERVICE IN CONDUIT. SERIES TO ALL VALVES (WHITE) 2 WIRE DECODER 6. FINISH GRADE. VALVE BOX WITH COVER: 10 -INCH ROUND SIZE LANDSCAPE PLANS. MINIMUM DEPTH Q GROUNDING ROD: 50 OHMS OR LESS TOP OF ROD 6" BELOW GRADE MIN. THICKNESS -EXTEND 7. AUTOMATIC CONTROLLER PLATE. 1 CONCRETE 6" BEYOND OUTSIDE 18" MIN 3" AND SMALLER E I POWER AND CONTROLS PROPOSED LAYOUT WITH 1/2% SLOPE FOR DRAINAGE. IIANWEIMMU 8H CONTROLLER FOR ACWNI90/E4pIDIRNHa131WIMIADRS 4" - SERIES TO ALL VALVES (WHITE) TO LOCAL CODE AND INSTALLED BY GRD ........................ DECODER _............................... ... _....... _.... LICENSED ELECTRICIAN CONTROLLER ENCLOSURE GRADE GRADE PROTECTION SURFACE AS PER OTHERS (TYPICAL) TYPICAL WATER PROOF /GRADE WIRE 4� ............ CONNECTOR ...... _ SENSOR(OPTIONAL) °' GRD BACKFILL / • ~'' BACKFILL 3'• DIA. MINUS )'► • C '' ; '• a . • . /' 3" DIA. MINUS>" ,• R.• °''a BACKFILL ROAD BASE ►•�' �'; EARTHEN MATERIAL 1"MINUS EARTHEN IX #10 GA TRACER WIRE ° MATERIAL OR 3/4" SCREENED .. ' ,a as • • 24^ FOR PIPE TAPED TO TOP OF PIPE SIZES UP TO 3" F NO ZONE WIRES GRAVEL \ SPECIFIED ON #10 GA TRACER WIRE 1 ZONE WIRES APPX. 3' �{ PROFILE TAPED TO TOP OF PIPE y^ FROM MAIN LINE IF NO ZONE WIRES ZONE BACK FILL WIRES 3/4" WASHED 0a B+ SEPRATE SLEEVE . SCREENED GRAVEL 9" \' SPECIFIED ON PROFILE 3" OF LOOSE UNCOMPACTED �. ..�.,, ., .� .• \ \ \ \ SUB GRADE SLEEVE I -INF 3" ELL 45° ELL WYE SIDF VII:W PIAN?I-R N OUNDISTURBED SOIL (TYPICAL) %Q CONCRETE THRUST BLOCK (TYPICAL) 1 7 / PIPE (TYPICAL) 45° ELL a REBAR BENT AROUND FITTING (TYPICAL) ! O) FITTING (TYPICAL) NOTES: �J 1. SUPPLY LINES 3 -INCHES IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. 2. SEE SPECIFICATIONS FOR AMOUNT OF CONCRETE TO BE USED FOR THRUST BLOCK. ROAD/DRIVE PIPE SLEEVE FOR ASPHALT, CONCRETE AND OTHER HARD SCAPE SURFACES INSTALL MAIN LINE & SLEEVES PER CITY SPECIFICATION AND DETAILS. SEE PLAN FOR PIPE SIZE. MINIMUM PIPE SIZE SHALL BE SHOWN IN DETAIL. THRUST BLOCK RMCBEWPAFFIM PAR +ES INSTALL 3602 PULSE DECODER SEE CONTROLLER DIRECTIONS FOR — PROPER WIRING, GROUND CONTROLLER PER MANUFACTURER INSTRUCTIONS 38" F RON VIF W N.T.S. SB22SS FINAL 6" OF TRENCH SHALL BE CLEAN FILL ONLY REMOVE ROCK AND DEBRIS TOP SOIL IN AREAS TO BE FROM TRENCH AND FILL BEFORE BACK FILLING. LANDSCAPED ACCORDING TO WET DOWN TRENCHES TO AID IN COMPACTION LANDSCAPE PLANS. DURING BACK FILL xzz ...... _............. �J 18' SLEEVE PSPEC. #10 GA TRACER WIRE TAPED TO PIPE LATERALLINES BETWEEN PIPES & & 3" BEDDING MIN 1. LATERAL TRENCH RECOMMENDATION BACK FILUCOMPACTION & TRENCH DEPTH PER ENGINEER,AUTHORITY OR OWNER. NOTE: DRIP ZONE EACH RISER HAS A MAXIMUM RATING OF 10 GPM TYPICAL INSTALLATION INCLUDES 3 1402 BUBBLER PER TREE (1-1/2 GPM) 1 1401 BUBBLER PER SHRUB (1/4 GPM) 1 1401 BUBBLER PER PERENNIAL (1/4 GPM) THESE QUANTITY MAY NEED TO BE ADJUSTED FOR SPECIFIC PLANT TYPES, COORDINATE WITH PLANT SUPPLIER. 2"-3" MULCH LAYER TO COVER TUBING AND BUBBLERS. IT IS RECOMMENDED TO CREATE A BOWL SLIGHTLY LARGER THAN THE DRIP ZONE. THEN WATER IN A FASHION TO FILL BOWLS WITH WATER TO ALLOW FOR DEEP WATERING RAIN BIRD 1400 BUBBLER FLUSH WITH TOP OF MULCH 1/2" X 6" PVC NIPPLE DRIP ZONE 3/4" x 1/2" INST 6p0 TEE w/CLAMPS o OO 3POLY PIPE �� '�■ 2" BELOW GRADE � MAX FLOW OF 8 GPM \ _ 1"X 3/4" PVC COMBO j\ 90° ELBOW / 8 GPM RISER NTS 2 WIRE PATH SHALL BE LOOPED UP INTO VALVE BOX WITH ENOUGH WIRE TO EXTEND 2FT MIN OUT OF VALVE BOX DYR-3M WIRE CONNECTOR STD VALVE BOXY FINISHED GRADE .... ti .i MAIN LINE WIRE JUNCTION BOX NTS CONTROLLER: MOUNT BOXES PER MFG. o 0 0 SIDI_WALK INSTRUCTIONS SPECIFIC MODEL. 120/240 VOLT PVC LATERAL LINE REFERENCE MANUFACTURER'S BY OTHERS 15°-45° OF INCLINE RECOMMENDATION FOR ON HARCO FLOWS GREATER THAN 5 GPM LEGENDSEEMORED CONTROL UNW&A2. 1. CONTROLLER ENCLOSURE. 5.DIRECT BURIAL OTI@INIF MMIRES L MEMMEWAONE VALVE POWER SUPPLY i�01 k0vA3WES. ZONE VALVE COMMON WIRE IN 110 -VOLT SERVICE IN CONDUIT. SERIES TO ALL VALVES (WHITE) 2 WIRE DECODER 6. FINISH GRADE. VALVE BOX WITH COVER: 10 -INCH ROUND SIZE 3. POURED CONCRETE BASE -6° Q GROUNDING ROD: 50 OHMS OR LESS TOP OF ROD 6" BELOW GRADE MIN. THICKNESS -EXTEND 7. AUTOMATIC CONTROLLER PLATE. 1 CONCRETE 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE E I POWER AND CONTROLS PROPOSED LAYOUT WITH 1/2% SLOPE FOR DRAINAGE. IIANWEIMMU 8H CONTROLLER FOR ACWNI90/E4pIDIRNHa131WIMIADRS ALL HIGH VOLTAGE CONNECTIONS TO BE 4.PVC LONG SWEEP ELL - SIZE AS REQUIRED. SERIES TO ALL VALVES (WHITE) TO LOCAL CODE AND INSTALLED BY GRD ........................ DECODER _............................... ... _....... _.... LICENSED ELECTRICIAN CONTROLLER ENCLOSURE N.T.S. SB22SS FINAL 6" OF TRENCH SHALL BE CLEAN FILL ONLY REMOVE ROCK AND DEBRIS TOP SOIL IN AREAS TO BE FROM TRENCH AND FILL BEFORE BACK FILLING. LANDSCAPED ACCORDING TO WET DOWN TRENCHES TO AID IN COMPACTION LANDSCAPE PLANS. DURING BACK FILL xzz ...... _............. �J 18' SLEEVE PSPEC. #10 GA TRACER WIRE TAPED TO PIPE LATERALLINES BETWEEN PIPES & & 3" BEDDING MIN 1. LATERAL TRENCH RECOMMENDATION BACK FILUCOMPACTION & TRENCH DEPTH PER ENGINEER,AUTHORITY OR OWNER. NOTE: DRIP ZONE EACH RISER HAS A MAXIMUM RATING OF 10 GPM TYPICAL INSTALLATION INCLUDES 3 1402 BUBBLER PER TREE (1-1/2 GPM) 1 1401 BUBBLER PER SHRUB (1/4 GPM) 1 1401 BUBBLER PER PERENNIAL (1/4 GPM) THESE QUANTITY MAY NEED TO BE ADJUSTED FOR SPECIFIC PLANT TYPES, COORDINATE WITH PLANT SUPPLIER. 2"-3" MULCH LAYER TO COVER TUBING AND BUBBLERS. IT IS RECOMMENDED TO CREATE A BOWL SLIGHTLY LARGER THAN THE DRIP ZONE. THEN WATER IN A FASHION TO FILL BOWLS WITH WATER TO ALLOW FOR DEEP WATERING RAIN BIRD 1400 BUBBLER FLUSH WITH TOP OF MULCH 1/2" X 6" PVC NIPPLE DRIP ZONE 3/4" x 1/2" INST 6p0 TEE w/CLAMPS o OO 3POLY PIPE �� '�■ 2" BELOW GRADE � MAX FLOW OF 8 GPM \ _ 1"X 3/4" PVC COMBO j\ 90° ELBOW / 8 GPM RISER NTS 2 WIRE PATH SHALL BE LOOPED UP INTO VALVE BOX WITH ENOUGH WIRE TO EXTEND 2FT MIN OUT OF VALVE BOX DYR-3M WIRE CONNECTOR STD VALVE BOXY FINISHED GRADE .... ti .i MAIN LINE WIRE JUNCTION BOX NTS CONTROLLER: MOUNT BOXES PER MFG. SEE LEGEND FOR INSTRUCTIONS SPECIFIC MODEL. ?"PVC SWING JOINT PVC LATERAL LINE REFERENCE MANUFACTURER'S RAIN BIRD 15°-45° OF INCLINE RECOMMENDATION FOR ON HARCO FLOWS GREATER THAN 5 GPM PROPER WIRING AND INSTALLATIONS O POWER SUPPLY BY OTHERS FINISHED GRADE / TOP OF MULCH 2 WIRE DECODER �2 VALVE BOX WITH COVER: 10 -INCH ROUND SIZE PATH PER MANUFACTURER'S Q GROUNDING ROD: 50 OHMS OR LESS TOP OF ROD 6" BELOW GRADE RECOMMENDATION FOR DECODERS .......... 1 TYPICAL GRD ZONE VALVE GROUNDING PER MANUFACTURER'S OR ASIC GUIDE LINES GRD ........................ DECODER _............................... ... _....... _.... w/SURGE PROTECTION (TYPICAL) TYPICAL WATER PROOF WIRE 4� ............ CONNECTOR ...... _ SENSOR(OPTIONAL) T�d GRD GRD TYPICAL ZONE VALVE MASTER VALVE PUMP RELAY OR PUMP CONTROLS AB SWITCH POWER SUPPLY BY OTHERS GROUNDING PER MANUFACTURER'S OR ASIC GUIDE LINES F IN I SHED G RADE 1" NETAFIM ARI AIR VENT STANDARD VALVE BOX W/EXTENTION 1 " GATE VALVE AIR VENT AT HIGH POINT NTS AT EACH 2 -WIRE COMMUNICATION AND EVERY 500 FT AND END USE SURGE PROTECTOR OR DECODER WITH SURGE PROTECTION,TO PROTECT FROM LIGHTNING AND SURGE. CONNECT THE SURGE PROTECTOR TO GROUND ROD WITH CLAMPS. GROUND ROD SHALL BE COPPER CLAD 5/8" DIA. ANDA MIN OF BFT LENGTH OR EQUAL GROUNDING PROTECTION. ALL HIGH VOLTAGE CONNECTIONS TO BE TO LOCAL CODE AND INSTALLED BY LICENSED ELECTRICIAN. GROUND ROD OR EQUAL PROTECTION, PER GRD MANUFACTURER'S RECOMMENDATION TWO WIRE DECODER CONTROLLER AND INSTALLATION SEE MANUFACTURER'S RECOMMENDATION FOR INSTALLATION INSTRUCTION FOR INDIVIDUAL DECODERS AND SURGE PROTECTION SEELANDSCAPE PLANS FOR WELL DETAILS BRASS BALL VALVE FLOW 6" 3/4 SCREENED ROCK STANDARD VALVE BOX \� W/ 6" EXTENTION ....... 2" ISOLATION %\ / VALVE MAIN LINE SCREENED ROCK MANUAL ISOLATION GATE VALVE NTS VALVE BOX WITH LOCKING LID RAIN BIRD DRC �� 2" SS HOSE CLAMP QUICK COUPLER PVC QUICK COUPLER SWING JOINT 12"-36" REBAR !�r MAIN LINE PVC TEE QUICK COUPLER ON SWING JOINT 10" ROUND VALVE BOX VALVE BOX WITH LOCKING LID MUELLER CI 8" HDPE OR CLASS PVC GA1KAIYAPPPRC S EPARAIQN HWR� QUICK COUPLE (E.G.. LAND MASTER, MIRAFI, PLASTIC WRAP) PVC QUICK COUPLER SWING JOINT PVC PIPE R UNDI CONCRETE THRUST BLOCK (POURED ON SITE) SIZE AND DIMENSIONS TO BE DETERMINED PER SITE BASED ON PIPE SIZE, PSI, AND SOIL TYPE TYPICAL CAST IRON MUELLER GATE VALVE 3 "--- 4" JUMBO VALVE BOX WITH EXTENSION & BROWN.LID .............................. JUMBO VALVE BOX WITH EXTEN SIO N & BROWN LID .............................................. c ..... 20" MIN ST-DIST........... .... )...a O �1/1 \ �\ CLA-VAL MASTER VALVE ?" SCH 40 PVC UNION SLIP NORMALLY OPEN (2" #136-DG-01AKC) MASTER VALVE & FLOW SENSOR 0 Rain Bird FS200P WITH 150 2 MONITOR INSTALL WITH 20" MIN INLET AND 10" MIN OUT LET CONNECT TO CONTROLLER \�OSYSTEM 6" MIN" SCREENED ROCK SPX-tOD SWING PIPE FINISHED GRADE (CUT TO LENGTH 2'3' MAX.) \\\ \\\ SBE -050 SWING BARB ELBOW 1 `ROTOR ® 5BE-075 SWING BARB ELBOW PVC SLIP BUSHING 1" X 1/2" COMBO 90" ELBOW (TYPICAL LINE REDUCTION) (END OF LINE ATTACHMENT) ?" X 1/2" PVC COMBO TEE (IN LINE ATTACHMENT) ROTOR ON SWING PIPE SIDFWALK j OTOR 2. SOLID BARE COPPER WIRE (#10 AWG) FROM GROUNDING ROD TO SATELLITE OR CCU. 7" X 3/4" PVC COMBO TE MAKE WIRE AS SHORT AND STRAIGHT AS POSSIBLE ?"PVC SWING JOINT PVC LATERAL LINE ANGLE MUST BE BETWEEN RAIN BIRD 15°-45° OF INCLINE ROTOR ON SWING JOINT ON HARCO FLOWS GREATER THAN 5 GPM RODS IN TRIANGULAR PATTERN SPACED A MINIMUM OF 16 FT APART FROM EACH NOZZLE AS PER OR BACK OF SPX -100 SWING PIPE (CUT TO LENGTH 2'-5' SBE -050 SWING BARB ELBOW ?" X 1/2" FVC COMBO TEE 'PVC SLIP BUSHING SBE -050 SWING BARB ELBOW (IN LINE ATTACHMENT) (TYPICAL LINE REDUCTION) 1"X 1/2" COMBO 90° ELBOW (END OF LINE ATTACHMENT) J JUMBO VALVE BOX 3FT WIRE LOOP WITH EXTENSION DECODER DBR WIRE CONNECTION 3" X 2" PVC BUSHING 2" BRASS BALL VALVE 3" PVC COUPLING 2" SCH 80 PVC 90° „ 3—C LATERAL TO SPRINKLERS 2"X?"PVC T.O.E. NIPPLE ;"'"" """ "" "" ""�2"X4"PVCT.O.E.NIPPLE I, HARCO DI SERVICE SADDLE \ ' RAIN BIRD PESB-200 CONTROL VALVE MAXI CABLE 2'X 4" PVC T.O.E. NIPPLE PVC MAIN LINE 2" SCH 80 SLIP UNION IN BIRD PESB-200 SCRUBBER WITH BALL VALVE AND UNION ON HARCO DI SERVICE SADDLE 3FT WIRE LOOP LSP -1 SURGE PROTECTION 2" BRASS BALL VALVE 2" SCH 80 PVC 90° 2" X ?" PVC T.O.E. NIPPLE \ HARCO DI SERVICE SADDLE MAXI CABLE \ PVC MAINLINE JUMBO VALVE BOX WITH EXTENSION DECODER DBR WIRE CONNECTION 1� 3" X 2" PVC BUSHING 3" PVC COUPLING �, y, 3" PVC LATERAL TO SPRINKLERS 2" X 4" PVC T.O.E. NIPPLE RAIN BIRD PESB-200 CONTROL VALVE 2"X 4" PVC T.Q.E. NIPPLE 2" SCH 80 SLIP UNION LEGEND 114FT GROUND ROD 1. MAX ICOM FIELD SATELLITE,WEATHER STATION OR CCU ASSEMBLY 2. SOLID BARE COPPER WIRE (#10 AWG) FROM GROUNDING ROD TO SATELLITE OR CCU. MAKE WIRE AS SHORT AND STRAIGHT AS POSSIBLE 3. COVER GROUNDING ROD WITH 10 INCH ROUND VALVE BOX AS SHOWN RAIN BIRD PESB-200 SCRUBBER WITH BALL VALVE AND UNION 4. 5/8 INCH x 10 FT COPPER CLAD GROUNDING ROD OR GROUNDING PLATE. INSTALL ON HARCO D! SERVICE SADDLE AND LSP -1 SURGE PROTECTION RODS IN TRIANGULAR PATTERN SPACED A MINIMUM OF 16 FT APART FROM EACH OTHER. GROUNDING GRID TO HAVE A RESISTANCE OF TEN (10) OHMS OR LESS 5. BARE COPPER WIRE (#6 AWG MIN.) BETWEEN GROUNDING ROD AND PLATE 6. GROUND ROD WITH CADWELD WELDS FINISHED GRADE / TOP OF MULCH 7. COPPER GROUNDING PLATE z a 8. GROUND ENHANCEMENT MATERIAL (IF REQUIRED) �2 VALVE BOX WITH COVER: 10 -INCH ROUND SIZE 9. FINISHED GRADE NOTE: REFER TO RAIN BIRD CENTRAL CONTROL TECHNICAL BULLETIN TB -9001 MULTI FOR Q GROUNDING ROD: 50 OHMS OR LESS TOP OF ROD 6" BELOW GRADE MAXICOM CCU, SATELLITE CONTROLLER OR WEATHER STA11ON GROUNDING GRID 05 GROUNDING PLATE DESIGN LAYOUT ® GRYELLOW O GROOUNDINGROD (1 OF SP -1 21) s a DBY WATER PROOF CONNECTION (1 OF 2) © LSP -1 UNE SURGE PROTECTION �7 TWO -WIRE CABLE TO NEXT DEVICE e (FIELD DECODER, SENSOR DECODER, LSP -1 OR MDC) �B COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LSP -1 OR MDC LOOP 3FT MIN.) Q9 3 -INCH MIN. DEPTH OF 3/4 -INCH s WASHED GRAVEL s ® 7 10 BRICK (1 OF 2) 11 BLUE WIRE FROM LSP -1 NOTES: 1. 'LSP -1 SHOULD BE INSTALLED EVERY 500 -FEET ON TWO -WIRE PATH. CONNECTINGAN LSP -1 D TO 2 -WIRE PATH 2. LSP -1 TO BE INSTALLED AT END OF WIRE RUN THAT TERMINATES IN THE FIELD (STAR CONFIGURATION). AHU111MR1 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 CITY OFASPEN i OZ PROJ. NO. 809003.00 DRAWN: MAV APPROVED: RLA DATE: 3-1 AUG 2012 REVISIONS 0 OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENT NOT FOR CONSTRUCTION SHEET TITLE: IRRIGATION DETAILS SCALE: NTS SHEET NUMBER ■ ESTIMATED QUANTITY TAKEOFF BURLINGAME DESCRIPTION QUANTITY UNITS SYMBOL SPRINKLERS: FEOVIt NE3 PR RAIN BIRD 1806 - R13 -18F NOZZLE RAIN BIRD 1804 - 10F MPR PLASTIC NOZZLE .:.. EA. RAIN BIRD 1806 - R13 -18H NOZZLE RAIN BIRD 1804 - 10H MPR PLASTIC NOZZLE 359 EA. RAIN BIRD 1806 - R13 -18Q NOZZLE RAIN BIRD 1804 - 100 MPR PLASTIC NOZZLE 171 EA. RAIN BIRD 1806 - R13 -18T NOZZLE RAIN BIRD 1804 - 10T MPR PLASTIC NOZZLE 23 EA. �Q�T RAIN BIRD 1804 - 12F MPR PLASTIC NOZZLE 33 EA. 9 ... _...... .. _... .. .. X\L EA. RAIN BIRD 1806 - R17-24TQ NOZZLE RAIN BIRD 1804 -12T MPR PLASTIC NOZZLE 213 EA. RAIN BIRD 1806 P45 SAM POP-UP BODY RAIN BIRD 1804 - 12TQ MPR PLASTIC NOZZLE EA. WATER SOURCE: _. ... EA. IRRIGATION PUMP STATION RAIN BIRD 1804 -15F MPR PLASTIC NOZZLE 5 EA. ' RAIN BIRD 1804 -15H MPR PLASTIC NOZZLE 13t EA. RAIN BIRD 5004 MPR - 25H NOZZLE RAIN BIRD 1804 - 15Q MPR PLASTIC NOZZLE 13 EA. A-6 TURF 1" PESB 1800 MPR NOZZLE 33.60 1.11 30 5' 1S' 2.25 6 0.38 3 8 1,838 EA. A-7 TURF 1" PESB 1800 MPR NOZZLE 4.30 1.11 30 5'-15' 2.25 6 0.38 3 8 3,284 EA. RAIN BIRD 5004 MPR - 35Q NOZZLE RAIN BIRD 1804 - 5T MPR PLASTIC NOZZLE 22 EA. RAIN BIRD 5004 MPR - 35T NOZZLE RAIN BIRD 1804 - 8F MPR PLASTIC NOZZLE 1 EA. 1 INCH CLASS 200 PVC LATERAL PIPE RAIN BIRD 1804 - 8H MPR PLASTIC NOZZLE 46 EA. A-9 TURF 1" PESB 1800 MPR NOZZLE .50 1.11 30 5'-15' 2.25 6 0.38 1 23 1,284 EA. A-10 TURF 1-1/2" PESB 1800 MPR NOZZLE 19.80 1.11 30 5'-15' 2.25 6 0.38 3 8 6,730 EA. A-11 TURF 1-1/2" PESB 1800 MPR NOZZLE 0.00 1.11 30 T-15' 2.25 6 0.38 3 8 6,757 EA. 1�V RAIN BIRD 1804 -VAN 12-Q NOZZLE EA. EA. HUNTER MP ROTATOR MP2000 360 ON 6" POP-UP RAIN BIRD 1804 -VAN 15-Q NOZZLE I EA. HUNTER MP ROTATOR MP2000 90 ON 6" POP-UP RAIN BIRD 1804 -VAN 6-H NOZZLE S EA. A-13 TURF 1-1/2" PESB 1800 MPR NOZZLE 7.70 1.11 30 5'-15' 2.25 6 0.38 1 23 5,095 EA. A-14 TURF 1-1/2" PESB 1800 MPR NOZZLE 51.90 1.11 30 S'-15' 2.25 6 0.38 1 23 7,014 :Ili } o"'A':R 9; A-16 TURF 1-1/2" PESB 1800 MPR NOZZLE 33.60 1.11 30 T-15' 2.25 6 0.38 3 8 4,541 6 A-17 TURF 1-1/2" PESB 1800 MPR NOZZLE 3 1 0.20 1.11 30 T-15' 2.25 6 0.38 3 8 4,081 '::.:., Vit-:... �:::_ ..y :.;..�., ",, :�:: •:^ _ ._.. ,..iS\ ,_ C;.ti\ .. .... ._ _... 14 R0:,.`'.: .. A-19 TURF 1" PESB 1800 MPR NOZZLE 20.10 1.11 30 5'-15' 2.25 6 0.38 1 23 2,716 -:14 A-20 TURF 1" PESB 1800 MPR NOZZLE 24.20 1.11 30 5'-15' 2.25 6 0.38 3 8 3,270 ,. A-21 TURF 1-1/2" PESB 1800 MPR NOZZLE 35.60 1.11 30 5'-15' 2.25 6 0.38 3 8 4,811 6 0.38 3 8 6,270 A-23 TURF 1" PESB 1800 MPR NOZZLE 26.60 1.11 30 5'-15' 2.25 6 0.38 3 8 3,595 1800 MPR NOZZLE A-24 TURF 1" PESB 1800 MPR NOZZLE 2 6AO 1.11 30 Y-15' 2.25 6 0.38 3 8 3,568 A-25 TURF 1-1/2" PESB 1800 MPR NOZZLE 43.70 1.11 30 5'-15' 2.25 6 0.38 3 8 5,905 A-26 TURF 1-1/2" PESB 1800 MPR NOZZLE 35.00 1.11 30 5'-15' 2.25 6 0.38 1 23 4,730 6 0.95 1 57 3,750 B-20 TURF 1-1/2" PESB 1800 MPR NOZZLE 32.30 1.11 30 :;:'R 2.2S 6 0.38 3 8 4,365 A-29 TURF 1" PESB 1800 MPR NOZZLE 21.70 1.11 30 5'-15' 2.25 6 0.38 3 8 2,932 B-22 A-30 TURF 1-1/2" PESB 1800 MPR NOZZLE 43.10 1.11 30 5'-15' 2.25 6 0.38 3 8 6,500 8 A-31 TURF 1-1/2" PESB 1800 MPR NOZZLE 44.80 1.11 30 T-15 2.25 6 0.38 1 23 6,054 A-32 TURF 1-1/2" PESB 5004 MPR NOZZLE 30.20 0.49 45 25'-35' 5.10 6 0.85 1 51 9,245 30 A-33 TURF 1-1/2" PESB 5004 MPR NOZZLE 3 .60 0.49 45 25'-35' 5.10 6 0.85 1 51 9,980 A-34 TURF 1" PESB 1800 MPR NOZZLE 2 L80 1.11 30 5'-1S' 2.25 6 0.38 1 23 2,946 B-26 A-35 TURF 1" PESB 1800 ROTATOR 1 .80 0.52 45 13'-17' 4.81 6 0.80 1 48 5,423 23 A-36 TURF 1-1/2" PESB 1800 MPR NOZZLE 55.30 1.11 30 Y-15' 2.25 6 0.38 1 23 7,608 A-37 TURF 1-1/2" PESB 1800 MPR NOZZLE 33.80 1.11 30 5'-15' 2.25 6 0.38 1 23 4,568 45 A-38 TURF 1-1/2" PESB 1800 MPR NOZZLE 5 .90 1.11 30 T-15' 2.25 6 0.38 1 23 7,554 5004 MPR NOZZLE A-39 TURF 1" PESB 1800 MPR NOZZLE 27.60 1.11 30 5'-15' 2.25 6 0.38 1 23 3,730 B-30 0 R 1800 MPR NOZZLE 47.50 1.11 30 5'-15' 2.25 6 0.38 3 8 6,419 B-31 TURF 1-1/2" PESB 1800 MPR NOZZLE 47.60 1.11 30 5'-15' 2.25 6 0.38 1 23 6,432 B-32 TURF 1-1/2" PESB 1800 MPR NOZZLE 51.40 1.11 30 A 4.R..ti ES` 6 0.38 1 23 6,946 B-33 TURF 1-1/2" PESB 1800 MPR NOZZLE A 44 1.11 30 5'-15' 2.25 6 0.38 1 23 5,784 A-45 R; . .. R B-35 TURF 1-1/2" PESB 1800 MPR NOZZLE 41.80 1.11 30 T-15' 2.25 6 0.38 1 23 5,649 B-36 TURF 1" PESB ROTARY NOZZLE 11.40 0.52 40 SIGNIFICANT DATA 13 400 [GPM] 0.80 1 48 2420 [NRS] B-37 282,566 1-1/2" PESB ROTARY NOZZLE 40.90 PEAK MONTH 40 ET1: 2.5 [IN/WK] ET2: 0.80 [IN/WK] 48 11,798 1,130,263 ESTIMATED QUANTITY TAKEOFF BURLINGAME DESCRIPTION QUANTITY UNITS SYMBOL SPRINKLERS: FEOVIt NE3 PR RAIN BIRD 1806 - R13 -18F NOZZLE RAIN BIRD 1804 - 10F MPR PLASTIC NOZZLE 52 EA. RAIN BIRD 1806 - R13 -18H NOZZLE RAIN BIRD 1804 - 10H MPR PLASTIC NOZZLE 359 EA. RAIN BIRD 1806 - R13 -18Q NOZZLE RAIN BIRD 1804 - 100 MPR PLASTIC NOZZLE 171 EA. RAIN BIRD 1806 - R13 -18T NOZZLE RAIN BIRD 1804 - 10T MPR PLASTIC NOZZLE 23 EA. �Q�T RAIN BIRD 1804 - 12F MPR PLASTIC NOZZLE 33 EA. 9 RAIN BIRD 1804 -12H MPR PLASTIC NOZZLE 247 EA. RAIN BIRD 1806 - R17 -24Q NOZZLE RAIN BIRD 1804 -12Q MPR PLASTIC NOZZLE 171 EA. RAIN BIRD 1806 - R17-24TQ NOZZLE RAIN BIRD 1804 -12T MPR PLASTIC NOZZLE 213 EA. RAIN BIRD 1806 P45 SAM POP-UP BODY RAIN BIRD 1804 - 12TQ MPR PLASTIC NOZZLE EA. WATER SOURCE: RAIN BIRD 1804 - 12TT MPR PLASTIC NOZZLE 2 EA. IRRIGATION PUMP STATION RAIN BIRD 1804 -15F MPR PLASTIC NOZZLE 5 EA. ' RAIN BIRD 1804 -15H MPR PLASTIC NOZZLE 13t EA. RAIN BIRD 5004 MPR - 25H NOZZLE RAIN BIRD 1804 - 15Q MPR PLASTIC NOZZLE 13 EA. RAIN BIRD 5004 MPR - 25Q NOZZLE RAIN BIRD 1804 -15T MPR PLASTIC NOZZLE 21 EA. 1T RAIN BIRD 1804 - 15TQ MPR PLASTIC NOZZLE I EA. 1w RAIN BIRD 1804 -15TT MPR PLASTIC NOZZLE 13 EA. CC77 RAIN BIRD 1804 - 5F MPR PLASTIC NOZZLE 2 EA. RAIN BIRD 5004 MPR - 35F NOZZLE RAIN BIRD 1804 - 5H MPR PLASTIC NOZZLE 35 5 EA. RAIN BIRD 5004 MPR - 35H NOZZLE RAIN BIRD 1804 - 5Q MPR PLASTIC NOZZLE 11 EA. RAIN BIRD 5004 MPR - 35Q NOZZLE RAIN BIRD 1804 - 5T MPR PLASTIC NOZZLE 22 EA. RAIN BIRD 5004 MPR - 35T NOZZLE RAIN BIRD 1804 - 8F MPR PLASTIC NOZZLE 1 EA. 1 INCH CLASS 200 PVC LATERAL PIPE RAIN BIRD 1804 - 8H MPR PLASTIC NOZZLE 46 EA. -� RAIN BIRD 1804 - 8Q MPR PLASTIC NOZZLE 17 EA. HUNTER MP ROTATOR MP1000 360 ON 6" POP-UP RAIN BIRD 1804 - 8T MPR PLASTIC NOZZLE 4 EA. HUNTER MP ROTATOR MP CORNER 105 ON 6" POP-UP RAIN BIRD 1804 - U -12H NOZZLE 2 EA. 1�H vU RAIN BIRD 1804 - U -12Q NOZZLE 113 EA. HUNTER MP ROTATOR MP1000 180 ON 6" POP-UP RAIN BIRD 1804 - U -15F NOZZLE EA. EA. 1 RAIN BIRD 1804 - U -15H NOZZLE 1 EA. HUNTER MP ROTATOR MP1000 90 ON 6" POP-UP RAIN BIRD 1804 - U -15Q NOZZLE EA. EA, t� RAIN BIRD 1804 -VAN 10-Q NOZZLE 3 EA. 1 RAIN BIRD 1804 -VAN 10 -TQ NOZZLE V EA. 1�V RAIN BIRD 1804 -VAN 12-Q NOZZLE EA. EA. HUNTER MP ROTATOR MP2000 360 ON 6" POP-UP RAIN BIRD 1804 -VAN 15-Q NOZZLE I EA. HUNTER MP ROTATOR MP2000 90 ON 6" POP-UP RAIN BIRD 1804 -VAN 6-H NOZZLE S EA. HUNTER MP ROTATOR MP3000 180 ON 6" POP-UP RAIN BIRD 1804 - VAN 6 -TQ NOZZLE f EA. HUNTER MP ROTATOR MP3000 210 ON 6" POP-UP RAIN BIRD 1804 - VAN 8-H NOZZLE Eq. EA. HUNTER MP ROTATOR MP3000 270 ON 6" POP-UP RAIN BIRD 1804 -VAN 8-Q NOZZLE EA. EA. HUNTER MP ROTATOR MP3000 360 ON 6" POP-UP RAIN BIRD 1804 -VAN 8 -TQ NOZZLE 1 EA. HUNTER MP ROTATOR MP3000 90 ON 6" POP-UP RAIN BIRD 1804 SAM POP-UP BODY 266 EA. RAIN BIRD 1806 P45 SAM POP-UP BODY t itdGA1Y[E RAN6n:: ZQNE S E: s cluuL . SAT t.... B _.: zON GRASS TYPE VA�V SPRtN�IER FEOVIt NE3 PR RAIN BIRD 1806 - R13 -18F NOZZLE 5 EA, RW RAIN BIRD 1806 - R13 -18H NOZZLE 8 Eq. RI& RAIN BIRD 1806 - R13 -18Q NOZZLE 4 EA. RW RAIN BIRD 1806 - R13 -18T NOZZLE 2 Eq, Re RAIN BIRD 1806 - R17 -24F NOZZLE 2 EA. Rif RAIN BIRD 1806 - R17 -24H NOZZLE 24 Eq, RjjFi RAIN BIRD 1806 - R17 -24Q NOZZLE 12 EA. ©Q RAIN BIRD 1806 - R17-24TQ NOZZLE 1 EA. MZ10 !! RAIN BIRD 1806 P45 SAM POP-UP BODY 59 WATER SOURCE: IRRIGATION PUMP STATION 1 EA. P RAIN BIRD 5004 MPR -25F NOZZLE 6 EA. 4 RAIN BIRD 5004 MPR - 25H NOZZLE 2 Eq. 46 RAIN BIRD 5004 MPR - 25Q NOZZLE 1 EA. 46 RAIN BIRD 5004 MPR - 30F NOZZLE 4 EA. ...,. RAIN BIRD 5004 MPR - 30H NOZZLE 12 EA. SAT RAIN BIRD 5004 MPR - 30Q NOZZLE 3 EA. .. S. RAIN BIRD 5004 MPR - 35F NOZZLE 1 Eq. ?: RAIN BIRD 5004 MPR - 35H NOZZLE 18 EA. RAIN BIRD 5004 MPR - 35Q NOZZLE 6 Eq. RAIN BIRD 5004 MPR - 35T NOZZLE 1 EA. 1 INCH CLASS 200 PVC LATERAL PIPE C:\ FT -� 4100 FT Y HUNTER MP ROTATOR MP1000 360 ON 6" POP-UP 1 EA. v HUNTER MP ROTATOR MP CORNER 105 ON 6" POP-UP 2 EA. F HUNTER MP ROTATOR MP SIDE STRIP ON 6" POP-UP 355 EA. 3 HUNTER MP ROTATOR MP1000 180 ON 6" POP-UP 376 EA. .. 2'% HUNTER MP ROTATOR MP1000 210 ON 6" POP-UP 4 EA. HUNTER MP ROTATOR MP1000 90 ON 6" POP-UP 183 EA. W9 HUNTER MP ROTATOR MP2000 180 ON 6" POP-UP 403 EA. 1.11 HUNTER MP ROTATOR MP2000 210 ON 6" POP-UP 20 EA. 6 HUNTER MP ROTATOR MP2000 270 ON 6" POP-UP 3 EA. 7,108 HUNTER MP ROTATOR MP2000 360 ON 6" POP-UP 36 EA. FWD HUNTER MP ROTATOR MP2000 90 ON 6" POP-UP 125 EA. MAIN LINE AND SUB MAINS: HUNTER MP ROTATOR MP3000 180 ON 6" POP-UP 41 EA. ei HUNTER MP ROTATOR MP3000 210 ON 6" POP-UP 2 Eq. 6 INCH CL200 PVC MAIN LINE EXISTING HUNTER MP ROTATOR MP3000 270 ON 6" POP-UP 2 EA. . R ....:.. HUNTER MP ROTATOR MP3000 360 ON 6" POP-UP 9 EA. ®T HUNTER MP ROTATOR MP3000 90 ON 6" POP-UP 13 EA. RAIN BIRD 1806 P45 SAM POP-UP BODY 1575 EA. t itdGA1Y[E RAN6n:: ZQNE S E: s cluuL . SAT t.... B _.: zON GRASS TYPE VA�V SPRtN�IER FEOVIt NE3 PR OPERATING: PRES5URE SPACING RUN TiME/WEEIE RUN: TIMET WEEK RUN TIME/ DAY 5TARTS/�3AY WHINE WEE MY USE PEAK lufONiNIY USE CNQ] [DESC] [SiiE-TYPE] COESG] jGPMI tlFi/HR][FIRS] RAIN BIRD QUICK COUPLER VALVES 38 [DAYS] 114RS] [ ] 1MIN] CGAii [GAU POINT -OF -CONNECTION 3" STUBS FOR PARKS WITH DI GATE VALVE ..... ....... M :...:.401 Cl DI ISOLATION GATE VALVE FOR GARDEN, 2" 3 EA. WATER SOURCE: IRRIGATION PUMP STATION 1 EA. P 0. 2 EA. ■ .. .. Pl?R .. _. • ...... .+:� \::: ,.. ...,. <t .i ...,. 40 2 EA. SAT RELAYS IN EXISTING CONTROL PANEL (SEE ELECTRICAL PLANS) 2 EA. .. S. MV AND COMMON WIRE TO EXISTING PUMP STA (14 GA) 9000 FT ?: LATERAL PIPING: 1 INCH CLASS 200 PVC LATERAL PIPE C:\ FT -� 4100 FT Y 1.5 INCH CLASS 200 PVC LATERAL PIPE 1300 �\ 12 2 INCH CLASS 200 PVC LATERAL PIPE 1200 FT 2° 3 INCH CLASS 200 PVC LATERAL PIPE 20 FT 3 .. 2'% SLEEVING: ...,,8.1... 10 INCH SLEEVE FOR (6" MAIN LINE) 80 B-7 TURF 1-1/2" PESB 1800 MPR NOZZLE 52.60 1.11 30 Y-15' 2.25 6 0.38 3 8 7,108 FT ,_-_.SS .. , N; , , .,.... _011. MAIN LINE AND SUB MAINS: ei 4100 23 3 6 INCH CL200 PVC MAIN LINE EXISTING _ :`.•Rc.. ; . R ....:.. 2tlx FT tit B-11 TURF 1" PESB 1800 MPR NOZZLE 26.30 1.11 30 5'-15' 2.25 6 0.38 3 8 3,554 4.739 .. .... .... .. .. . [iii 14 R0:,.`'.: .. ..... ��'. ... .•;,'.^. .. .... _.. �� .. ...+ ., S`' .. .... -:14 .. "s; ... ES``j •......,:`\ ...,.mac; 0'e," _ 0_ . .. ,. .._ B-15 TURF 1-1/2" PESB 1800 MPR NOZZLE 46.40 1.11 30 5'-15' 2.25 6 0.38 3 8 6,270 B-17 TURF 1-1/2" PESB 1800 MPR NOZZLE 38.40 1.11 30 5'-15' 2.25 6 0.38 3 8 5,189 B-19 TURF 1" PESB MP ROTATOR 11.00 0.44 40 9'-30' 5.68 6 0.95 1 57 3,750 B-20 TURF 1-1/2" PESB 1800 MPR NOZZLE 32.30 1.11 30 5'-15' 2.2S 6 0.38 3 8 4,365 B-22 TURF 1-1/2" PESB 1800 MPR NOZZLE 44.60 1.11 30 5'-15' 2.25 6 0.38 3 8 6,027 B-24 TURF 1-1/2" PESB 1800 MPR NOZZLE 45.40 1.11 30 5'-15' 2.25 6 0.38 3 8 6,135 B-26 TURF 1-1/2" PESB 1800 MPR NOZZLE 50.60 1.11 30 5'-15' 2.25 6 0.38 1 23 6,838 is Etc' :wP "Ro"'A' .,,. 2j. ice:16 B-28 TURF 1-1/2" PESB 5004 MPR NOZZLE 30.60 0.49 45 25'-35' 5.10 6 0.85 1 51 9,367 B-29 TURF 1-1/2" PESB 5004 MPR NOZZLE 29.10 0.49 45 25'-35' 5.10 6 0.85 3 17 8,908 B-30 TURF 1-1/2" PESB 1800 MPR NOZZLE 47.50 1.11 30 5'-15' 2.25 6 0.38 3 8 6,419 B-31 TURF 1-1/2" PESB 1800 MPR NOZZLE 47.60 1.11 30 5'-15' 2.25 6 0.38 1 23 6,432 B-32 TURF 1-1/2" PESB 1800 MPR NOZZLE 51.40 1.11 30 5'-15' 2.25 6 0.38 1 23 6,946 B-33 TURF 1-1/2" PESB 1800 MPR NOZZLE 42.80 1.11 30 5'-15' 2.25 6 0.38 1 23 5,784 B-35 TURF 1-1/2" PESB 1800 MPR NOZZLE 41.80 1.11 30 T-15' 2.25 6 0.38 1 23 5,649 B-36 TURF 1" PESB ROTARY NOZZLE 11.40 0.52 40 13'-17' 4.81 6 0.80 1 48 3,288 B-37 TURF 1-1/2" PESB ROTARY NOZZLE 40.90 0.52 40 13'-17' 4.81 6 0.80 1 48 11,798 B-39 TURF 1-1/2" PESB 1800 MPR NOZZLE 33.10 1.11 30 5'-15' 2.25 6 0.38 1 23 4,473 B-40 TURF 1-1/2" PESB 1800 MPR NOZZLE 42.40 1.11 30 5'-15' 2.25 6 0.38 1 23 5,730 B-41 TURF 1-1/2" PESB 1800 MPR NOZZLE 52.90 1.11 30 5'-15' 2.25 6 0.38 1 23 7,149 B-42 TURF 1-1/2" PESB 5004 MPR NOZZLE 39.30 0.49 45 25'-35' 5.10 6 0.85 1 51 12,031 B-43 TURF 1-1/2" PESB 1800 MPR NOZZLE 49.50 1.11 30 5'-15' 2.25 6 0.38 1 23 6,689 B-44 TURF 1" PESB 5004 MPR NOZZLE 19.10 0.49 45 25'-35' 5.10 6 0.85 1 51 5,847 B-45 TURF 1-1/2" PESB 1800 MPR NOZZLE 40.80 1.11 30 5'-15' 2.25 6 0.38 1 23 5,514 B-46 TURF 1" PESB 1800 MPR NOZZLE 26.50 1.11 30 T-15' 2.25 6 0.38 1 23 3,581 B-48 TURF 1-1/2" PESB 1800 MPR NOZZLE 46.80 1.11 30 5'-15' 2.25 6 0.38 1 23 6,324 B-49 TURF 1-1/2" PESB 1800 MPR NOZZLE 50.30 1.11 30 S'-15' 2.25 6 0.38 1 23 6,797 B-50 TURF 1-1/2" PESB 1800 MPR NOZZLE 50.50 1.11 30 5'-15' 2.25 6 0.38 1 23 6,824 SIGNIFICANT DATA 1617.00 [GPM] 32.38 [HRS] 322,718 PEAK MONTH ET3: 2.5 [IN/WK] ET2 [IN/V11KJ 1,290,874 momm"q. W�, 11 e ARCHITIVUH 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 vv HE CITY OF SPE Western Heritage Consulting & Engineering 307.2 15.7430 PO BOX 2117 i,nvw.vvest@t' hce.com Mills, WY 81644 Z 0 0 LJJ 0 75 0 Q U (Dz Z W CL U) OZ PROJ. NO. 809003.00 DRAWN: MAV APPROVED: RLA DATE: 31 AUG 20-.2 REVISIONS 0 OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENT NOT FOR CONSTRUCTION SHEET TITLE: IRRIGATION SCHEDULE AND LEGEND SCALE: NTS SHEET NUMBER I�401 VALVES: RAIN BIRD 100-PEB 1" REMOTE CONTROL VALVE 16 EA. 09 RAIN BIRD 150-PEB 1-1/2" REMOTE CONTROL VALVE 36 EA. RAIN BIRD 100-PEB 1" REMOTE CONTROL VALVE EXISTING EA. RAIN BIRD 150-PEB 1-1/2" REMOTE CONTROL VALVE EXISTING EA. RAIN BIRD QUICK COUPLER VALVES 38 EA. • CI DI ISOLATION GATE VALVE SAME SIZE AS MAIN LINE 21 EA. POINT -OF -CONNECTION 3" STUBS FOR PARKS WITH DI GATE VALVE 3 EA. P Cl DI ISOLATION GATE VALVE FOR GARDEN, 2" 3 EA. WATER SOURCE: IRRIGATION PUMP STATION 1 EA. P POINT -OF -CONNECTION 2-1/2" EXISTING MAIN LINE ADD 2 1/2" DI GATE VALVE 2 EA. ■ CONTROLLERS: CONTROLLER - 72 STATION RAIN BIRD PAR, STAINLESS STEEL PEDESTAL MOUNT WITH RADIO CONNECTIVITY TO EXISTING 28 STATION CCU, RUN MASTER VALVE AND COMMON WIRE TO CONTROL PUMP 2 EA. SAT RELAYS IN EXISTING CONTROL PANEL (SEE ELECTRICAL PLANS) 2 EA. MV AND COMMON WIRE TO EXISTING PUMP STA (14 GA) 9000 FT ?: LATERAL PIPING: 1 INCH CLASS 200 PVC LATERAL PIPE 37400 FT 1.25 INCH CLASS 200 PVC LATERAL PIPE 4100 FT 1- 1.5 INCH CLASS 200 PVC LATERAL PIPE 1300 FT 12 2 INCH CLASS 200 PVC LATERAL PIPE 1200 FT 2° 3 INCH CLASS 200 PVC LATERAL PIPE 20 FT 3 SLEEVING: 10 INCH SLEEVE FOR (6" MAIN LINE) 80 FT 6 INCH SLEEVE FOR (3" MAIN LINE) 900 FT 2 INCH WIRE SLEEVE (WITH 6") 900 FT 4 INCH LATERAL SLEEVE FOR (LATERAL PIPE) 1300 FT MAIN LINE AND SUB MAINS: 3 INCH SCHEDULE 40 PVC PEPLACEMENT MAIN LINE 4100 FT 3 6 INCH CL200 PVC MAIN LINE EXISTING FT ........................ 3 INCH SCHEDULE 40 PVC MAIN LINE EXISTING FT .......................... momm"q. W�, 11 e ARCHITIVUH 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 vv HE CITY OF SPE Western Heritage Consulting & Engineering 307.2 15.7430 PO BOX 2117 i,nvw.vvest@t' hce.com Mills, WY 81644 Z 0 0 LJJ 0 75 0 Q U (Dz Z W CL U) OZ PROJ. NO. 809003.00 DRAWN: MAV APPROVED: RLA DATE: 31 AUG 20-.2 REVISIONS 0 OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENT NOT FOR CONSTRUCTION SHEET TITLE: IRRIGATION SCHEDULE AND LEGEND SCALE: NTS SHEET NUMBER I�401 30HP 2706PM MAIN PUMPS 78 1/4# 2HP PRESSURE MAINTENANCE PUMP 40HP 11206PM `CATER FEATURE PUMP 951/ OPTIONAL 10kVA.LPOSER ZONE TOMER CABINET COOLER MAIN ISO! A i ION DISCHARGE VALVE (6") '\--6' F.E, x 6" P�E. L PIPE 7 11/11;" WATER FEATURE ISOLATION VALVE (3") 12.0 WELL DEPTH 0 7211 WELL IRRIGATION PUMP SKID NTS 4 1/2" NOTE: D\WING BASED O QUOTE #GVT01170'iF CONNECT FLUS AND PILOT VALVE TO DAYLIGHT DRAI NETAFIM 3" DISC-KLEEN FILTER TEE CONFIGURATION FILTER ON SKID 80 MESH FILTRATION HIGH PRESSURE MODEL ORDER# DFALP304-080AC FOR FLOW OF 400 GPM AT 105 PSI, POOR QUALITY WATER SET FLUSH TIME TO 20 SEC. DWELL TO 10 SEC MAXIMUM TIME BETWEEN FLUSHES 24 HOURS PRESSURE DIFFERENTIAL TO FLUSH 5 PSI PON D-2 IRRIGATION FILTER SKID NTS ount to Skid ith bolts & shims ith leveling capability NTS _ BE A RAIN BIRD, SKID MOUNTED PUMP STATION ALL BE CONFIGURED TO BE COMPATIBLE WITH MAXI -COM, HARD WIRE COMMUNICATION, AND SHALL BE CONNECTED AND TO PROPERLY COMMUNICATE WITH MAXICOM SYSTEM. DN SHALL CONFORM TO ALL PUMP SPECIFICATIONS INCLUDED IN THE PROJECT SPECIFICATIONS, SPECIFICALLY SECTION 02810. SHALL BE PROVIDED FOR IRRIGATION DISCHARGE, AND SHALL BE A NETAFIM 3"- 4 BANK DISC FILTER ON A SEPARATE SKID. DN SHALL PROVIDE, MINIMUM, 240GPM FLOW AT 105 PSI IRRIGATION FLOW AT FILTER DISCHARGE. 6. PUMP S-1-ATION SHALL PROVIDE 1120GPM FLOW AT 25 PSI WATER FEATURE FLOW AT STATION DISCHARGE 7. TWO VERTICAL TURBINE PUMPS, MOTORS, & VFD's IN PARALLEL SHALL BE USED TO PROVIDE REQUIRED FLOW & PRESSURE, FOR IRRIGATION REDUNDANCY. SEPARATE VERTICAL TURBINE & MOTOR SHALL PROVIDE WATER TO WATER FEATURE. 8. A PRESSURE MAINTENANCE PUMP SHALL BE PROVIDED TO MAINTAIN IRRIGATION SYSTEM PRESSURE AT LOW FLOWS (10GPM) 9. PUMP SHALL BE EQUIPPED WITH RAIN BIRD PUMP MANAGER 10. PUMP SHALL HAVE AN ULTRASONIC OR PRESSURE TRANSDUCER LAKE LEVEL SENSOR FOR LOW WATER SHUTDOWN. THE SHUTDOWN SHALL HAVE AN AUTOMATIC RESTART PROGRAM THAT IF LOW WATER/PRESSURE IS DETECTED MORE THAN 3 TIMES THE STATION WILL REQUIRE A MANUAL RESTART. 11. LAKE LEVEL SENSOR SHALL BE INTEGRATED WITH AND TO CONTROL ELECTRICALLY ACTUATED BUTTERFLY VALVE ON REUSE LINE TO POND 2. CONTRACTOR TO SUBMIT WIRING DIAGRAM AND CONTROL LOGIC FOR REVIEW, PRIOR TO ORDER AND INSTALLATION. 12. INSTALLATION FOR PUMP STATION AND MAXICOM SYSTEM SHALL BE BY AN AUTHORIZED AND CERTIFIED RAIN BIRD MAXICOM TECHNICIAN FAMILIAR WITH BURLINGAME PHASE I & A CERTIFIED RAIN BIRD PUMP TECHNICIAN. 13. A SELF CLEANING SCREEN SHALL BE INSTALLED ON THE SUPPLY PIPE TO THE PUMP WET WELL. THE WATER SUPPLY TO THE SCREEN SHALL BE FROM THE STATION AND OPERATE WITH BOTH THE IRRIGATION STATION AND THE WATER FEATURE STATION, THOUGH NOT BE ACTIVE UNLESS ONE OF THE VERTICAL TURBINE PUMPS IS IN OPERATION. 14. SHOP DRAWINGS SHALL BE PROVIDED FOR APPROVAL OF THE PUMP STATION, PUMP SKID, FILTER, FILTER SKID, Z -RISERS, FILTER CONNECTION PIPE, PRIOR TO ORDERING AND CONSTRUCTION 15. Z -RISERS, PUMP FILTER CONNECTION, AND STATION PIPING SHALL BE PREFABRICATED, POWDER COATED, SCHEDULE 40 STEEL PIPE WITH 150 FLANGES. NOT FOR CONSTRUCTION 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 Western Heritage Consulting & Eng- ineering 7.27. �.743Q PO BOX 23.E 7 w-ww.LYCjternhCC.cc;;n Milk.. WY 826,94 z U 4_, � o W � QO y 2HP PRESSURE MAINTENANCE PUMP 40HP 11206PM `CATER FEATURE PUMP 951/ OPTIONAL 10kVA.LPOSER ZONE TOMER CABINET COOLER MAIN ISO! A i ION DISCHARGE VALVE (6") '\--6' F.E, x 6" P�E. L PIPE 7 11/11;" WATER FEATURE ISOLATION VALVE (3") 12.0 WELL DEPTH 0 7211 WELL IRRIGATION PUMP SKID NTS 4 1/2" NOTE: D\WING BASED O QUOTE #GVT01170'iF CONNECT FLUS AND PILOT VALVE TO DAYLIGHT DRAI NETAFIM 3" DISC-KLEEN FILTER TEE CONFIGURATION FILTER ON SKID 80 MESH FILTRATION HIGH PRESSURE MODEL ORDER# DFALP304-080AC FOR FLOW OF 400 GPM AT 105 PSI, POOR QUALITY WATER SET FLUSH TIME TO 20 SEC. DWELL TO 10 SEC MAXIMUM TIME BETWEEN FLUSHES 24 HOURS PRESSURE DIFFERENTIAL TO FLUSH 5 PSI PON D-2 IRRIGATION FILTER SKID NTS ount to Skid ith bolts & shims ith leveling capability NTS _ BE A RAIN BIRD, SKID MOUNTED PUMP STATION ALL BE CONFIGURED TO BE COMPATIBLE WITH MAXI -COM, HARD WIRE COMMUNICATION, AND SHALL BE CONNECTED AND TO PROPERLY COMMUNICATE WITH MAXICOM SYSTEM. DN SHALL CONFORM TO ALL PUMP SPECIFICATIONS INCLUDED IN THE PROJECT SPECIFICATIONS, SPECIFICALLY SECTION 02810. SHALL BE PROVIDED FOR IRRIGATION DISCHARGE, AND SHALL BE A NETAFIM 3"- 4 BANK DISC FILTER ON A SEPARATE SKID. DN SHALL PROVIDE, MINIMUM, 240GPM FLOW AT 105 PSI IRRIGATION FLOW AT FILTER DISCHARGE. 6. PUMP S-1-ATION SHALL PROVIDE 1120GPM FLOW AT 25 PSI WATER FEATURE FLOW AT STATION DISCHARGE 7. TWO VERTICAL TURBINE PUMPS, MOTORS, & VFD's IN PARALLEL SHALL BE USED TO PROVIDE REQUIRED FLOW & PRESSURE, FOR IRRIGATION REDUNDANCY. SEPARATE VERTICAL TURBINE & MOTOR SHALL PROVIDE WATER TO WATER FEATURE. 8. A PRESSURE MAINTENANCE PUMP SHALL BE PROVIDED TO MAINTAIN IRRIGATION SYSTEM PRESSURE AT LOW FLOWS (10GPM) 9. PUMP SHALL BE EQUIPPED WITH RAIN BIRD PUMP MANAGER 10. PUMP SHALL HAVE AN ULTRASONIC OR PRESSURE TRANSDUCER LAKE LEVEL SENSOR FOR LOW WATER SHUTDOWN. THE SHUTDOWN SHALL HAVE AN AUTOMATIC RESTART PROGRAM THAT IF LOW WATER/PRESSURE IS DETECTED MORE THAN 3 TIMES THE STATION WILL REQUIRE A MANUAL RESTART. 11. LAKE LEVEL SENSOR SHALL BE INTEGRATED WITH AND TO CONTROL ELECTRICALLY ACTUATED BUTTERFLY VALVE ON REUSE LINE TO POND 2. CONTRACTOR TO SUBMIT WIRING DIAGRAM AND CONTROL LOGIC FOR REVIEW, PRIOR TO ORDER AND INSTALLATION. 12. INSTALLATION FOR PUMP STATION AND MAXICOM SYSTEM SHALL BE BY AN AUTHORIZED AND CERTIFIED RAIN BIRD MAXICOM TECHNICIAN FAMILIAR WITH BURLINGAME PHASE I & A CERTIFIED RAIN BIRD PUMP TECHNICIAN. 13. A SELF CLEANING SCREEN SHALL BE INSTALLED ON THE SUPPLY PIPE TO THE PUMP WET WELL. THE WATER SUPPLY TO THE SCREEN SHALL BE FROM THE STATION AND OPERATE WITH BOTH THE IRRIGATION STATION AND THE WATER FEATURE STATION, THOUGH NOT BE ACTIVE UNLESS ONE OF THE VERTICAL TURBINE PUMPS IS IN OPERATION. 14. SHOP DRAWINGS SHALL BE PROVIDED FOR APPROVAL OF THE PUMP STATION, PUMP SKID, FILTER, FILTER SKID, Z -RISERS, FILTER CONNECTION PIPE, PRIOR TO ORDERING AND CONSTRUCTION 15. Z -RISERS, PUMP FILTER CONNECTION, AND STATION PIPING SHALL BE PREFABRICATED, POWDER COATED, SCHEDULE 40 STEEL PIPE WITH 150 FLANGES. NOT FOR CONSTRUCTION 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 Western Heritage Consulting & Eng- ineering 7.27. �.743Q PO BOX 23.E 7 w-ww.LYCjternhCC.cc;;n Milk.. WY 826,94 z U Z � o W � QO Z z w J CL Er Q D En OZ PROJ. NO. 809003.00 DRAWN: RLA APPROVED:RLA DATE: 31 AUG 2012 REVISIONS © OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENTS NOT FOR CONSTRUCTION SHEET TITLE: POND 2 IRRIGATION PUMP DETAILS SCALE: NTS SHEET NUMBER I-5mO POMP DISCONNECT 2088 60112' JPI,,' 450A ,SIN Sect. -Ir, suppy and disconnect Per Electrical ME TO L 6Y( -OUT IAG CUT 2- PVC discharge into 4" Iloor,rain to Pond above woteline Insert }pilot tube discharge from hush 071ves Into drain 4' SM J5 PW Discharge to Pond, aboae waterline. Install clean Out odflcent P&MP house All Rthngs to be lona radius 2' S01140 PVC PIPE T SUC RON1171 TER U'A)2IGH T I2' RRA55 NIPPZ, C& F8 5,7VP & WASE, GA Y PIPE TO PaQ? 0117ZtT TO DAtZ/ `T CC W60T Tib IRRIGAT1GiY 4'#AINVW FZAN6f I' CONT ACI VO AIRkENT REUSE LIME VAL W 00WROZ YAM -Ci Y Ct 'r$IUrYICAT.l'W ?Z' MINAL GATE YAL W 150Z Reference �`i�I z CAP FOR FUME 06WNECPON TCS RE CIRCULAR' PIPE TG WA7FR ,1AlUR,` lb's 001I6FIT OR411V l2- BRASS NIPPLE, CURS STOP & BASF CAL Y PIPE TO P6wo 6"ZICT TO DApirw7 2' CONT AC77NG AlRENT Pump House Per Architectural 10 KVA Power Supply 115`230 Single Phase Connect Power Supply per Electrical II------------------- rr -------------------------------------------- CONNECT TO IRpR�I04�{lf7777OY X � SPo 1P�AIILINE L•�iSfJF.�F3Nv I €._' . .. •, _ _ _ " . 072 INSTAL OAlZ hT OVIN TO RFU � E� /—WELL IIA, _ W,gl I" MR9 STOP WASY - - INSTALL AZAMF CAP FOR fZ17URZ CIJN,�EC)IGN FLO Fii�'L . 3R OTHER 6F WA�;'s' .FEATURE PIPING�r � STUC.TUL• BACKFILL INSTALL r? MELL X UA)f,QVT DRAIN A, PSP (Fr PER GEOTECHNICAL ENGINEER 72' Diameter f _A. D le se l with Monofthic na 72' RCP Barret sections -- 9 t"WREIE 1HRUS'T 9z off - z -- -------------- ------------------ SAV � W_ •�A\�V . -- lz �'' v_ �r: �- - v!v/v/v, .. .. .. ... • _ :,��/vv/vvrvv/vv/vv. ---------------- _. 072 WELL " `0 fer V0.(ve PUI'IP HOUSE LAY T PIPE I' LAN V1 EW PGNQ Reference C& NTS IIATQV TO ACG #09A7f PUMP SITM REMO1AL 7:_4'r 8'f F, E, x IO" F, E, ZEE PIPE W SWIVEL JL�I%T P IMP WET WELL. PROFILE VIEW. \T Iq lip 14 11101, on uogracie s-taiowzation er Ceatechnical Engineer i 4s, ,E, x 4' F, E, SEE PIPE W S�`` rVEL_ JOINT 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 z U Z � o w o Q o C) z w J CL <En D OZ PROJ. NO. 809003.00 DRAWN: RLA APPROVED: RLA DATE: 31- AUG2012 REVISIONS 0 OZ ARCHITECTURE BURLINGAME RANCH ISSUED FOR: 100% IMPLEMENTATION DOCUMENTS NOT FOR CONSTRUCTION SHEET TITLE: POND 2 IRRIGATION PUMP LAYOUT & DETAILS SCALE: NTS SHEET NUMBER HARMONY POND TEMPORARY WATER DIVERSION TO POND2 VIA REUSE LIME. �•� c` ..' {" n . '�,;Y CEJ � '��, , "• a •��-'�`.- .off �a Existing Water with 3 valvesTCH" Contractor shah pothole field verify plipesize tri DR rating, and elevation. t ii:; ::. i' :.. ........ .. i:�i ::: .:: ��'"•i:::.. :: ::i' ii :: :::: :::.: i:•::;:: �:.:::. :: :: ii' i:::i •:i: ::i' i:::: :'' ., v .. :.. ... ... .... :.: ii, is '.i.::- '.::: .:n. ..�.. .. .. .. ::.: �'.::' 'i:. ,::::: :: i ii ::i ::' ;::j�::: '::. :: :::: :: :�: :: ::: ::::�^' v:. `:: ::' .:: ::: :ii :i::..:..i ::: '':i: <: '_:.: :: '^. :' :: :: is :i: :: ::::: is '::i. :: '•::._ ....... .... ......: :...... 'i ii ^: ::.: }:: .::. •:i •::•. :•: ii: :i :i '•: i. ii ii •:i 'L: .:: '^: v: ii. r NOT FOR CONSTRUCTION PARK E INFORMATION PROVIDEDCITE OF ASPENLE HOUSEING 1305 29th Street Suite 2054 Boulder, Colorado 30301 phone 303.449.3900 ------------------------------------------------------- ---- - - BURLI GAME RANCH CH �i ii:; ::. i' :.. ........ .. i:�i ::: .:: ��'"•i:::.. :: ::i' ii :: :::: :::.: i:•::;:: �:.:::. :: :: ii' i:::i •:i: ::i' i:::: :'' ., v .. :.. ... ... .... :.: ii, is '.i.::- '.::: .:n. ..�.. .. .. .. ::.: �'.::' 'i:. ,::::: :: i ii ::i ::' ;::j�::: '::. :: :::: :: :�: :: ::: ::::�^' v:. `:: ::' .:: ::: :ii :i::..:..i ::: '':i: <: '_:.: :: '^. :' :: :: is :i: :: ::::: is '::i. :: '•::._ ....... .... ......: :...... 'i ii ^: ::.: }:: .::. •:i •::•. :•: ii: :i :i '•: i. ii ii •:i 'L: .:: '^: v: ii. r NOT FOR CONSTRUCTION PARK E INFORMATION PROVIDEDCITE OF ASPENLE HOUSEING 1305 29th Street Suite 2054 Boulder, Colorado 30301 phone 303.449.3900 ------------------------------------------------------- ---- - - BURLI GAME RANCH CH BUILDING A - LEVEL 2 A; u i4 1 � L: A 4\44 .. J y \ i 1� hC hT\ ` FJii: BUILDING A - LEVEL 2 A; 1 � A 4Y \ nr g ® • • ®oss � • • BUILDING A - LEVEL 2 A; BUILDING B - LEVEL 2 U'g9Y BUILDING C - LEVEL 3 BUILDING C - LEVEL 2 BUILDING D - LEVEL 3 P BUILDING D - LEVEL 2 BUILDING E - LEVEL I 3 BRTOWNHOME BUILDING F - LEVEL 2 NOT F OR COm"I'llSTRUCTION \ A 4Y \ BUILDING B - LEVEL 2 U'g9Y BUILDING C - LEVEL 3 BUILDING C - LEVEL 2 BUILDING D - LEVEL 3 P BUILDING D - LEVEL 2 BUILDING E - LEVEL I 3 BRTOWNHOME BUILDING F - LEVEL 2 NOT F OR COm"I'llSTRUCTION VX EY LMCTRU 7 Phase I I A Access Road Construction for Life Safety and Construction Access Completed during Al Phase Phase II A Grading and Soil Relocation Comple During Al Phase Phase II A-2 Area of Building Footprint Construction. S 11 w::; \ ... .. f 1 i PHASING MATRIX OVERVIEW:, UNIT COU NTS PARKING PHASING MATRIX PHASE II A: FHASIN6 PLAN PHASE II A ASPEN VAUEY IANA TRIS: ,OPM S.AC6�i Single Family Residences Lots 3 & 4 to receive overlot grading Phase II A-1 Area of Building Footprint Construction. Single Family Residences to be constructed according to market demand NOT FOR C ONSTRUCTION AREHITIURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD S-1 THE CITY OFASPEN Z V p Z p Q Q W � � O Q U L7 Z Z w J � V) � a CIO PROJ. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD S-1 PHASING MATRIX OVERVIEW: UNIT COUNTS ARKIN Phase II B limits of disturbance V p Z i Q r i t PHASING MATRIX OVERVIEW: UNIT COUNTS ARKIN Phase II B limits of disturbance PHASING PLAN PHASE 11 B ✓ Xq_.. _ , Y ,t� i.•. ...................... ......fA .... .......... w PHASING MATRIX PHASE II B: so( •'�-' /• if i I \ \ t \o r' \ �\ Single Family Residences to be constructed according to market demand NOT F OR CONSTRUCTION ",- RM -Mm I FIA aj. . ' ARIHIIIETURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 �3- 0 THE CITY OF ASPEN V p Z p Q r i t W � � O a U t z z t�. ( t PHASING PLAN PHASE 11 B ✓ Xq_.. _ , Y ,t� i.•. ...................... ......fA .... .......... w PHASING MATRIX PHASE II B: so( •'�-' /• if i I \ \ t \o r' \ �\ Single Family Residences to be constructed according to market demand NOT F OR CONSTRUCTION ",- RM -Mm I FIA aj. . ' ARIHIIIETURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 �3- 0 THE CITY OF ASPEN V p Z p Q Q W � � O a U z z w J a � N � a m 7DA J. NO: 809003.00 E: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD S-2 01%7 X P ,ARK .rter\ jj 7 &K 57. ............ - ............................ Building # I Pod I Building I Unit Address ADDRESSING PLAN 'J"I N11.1 'y .............. . -,Z ...... �gq . . .......... /* .... ... .. . ...... -x X L . A.: NOT FOR C ARNITICTURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 1A 473 Paepcke Drive 1 1A 473 Paepcke Drive I U 0 1A 473 Paepcke Drive 2 < 1A 473 Paepcke Drive 2 0 1A 473 Pae Pcke Drive 3 .............. % ... . ........ ... . ........ . ... . 1A 473 Paepcke Drive 3 ............ . ........... . ............. ......... .... ID 475 Paepcke Drive 1 LLI 1D 475 Paepcke Drive 1 .......................... .... ..... ..... 1D 475 Pae pc ke Drive 2 ........ ....... .. ... ................. . ........ . . .............. 1D 475 Pae pc Drive 2 ................ .... ...... . ... ...ke ......... 1D 475 Paepcke Drive 2 1D 475 Paepcke Drive 3 .. ...................... ID 475 Paepcke Drive 3 ......... ... .. .......... .............. .............. .......... .... . 2B 440 Paepcke Drive 1 �xx 2B 440 Paepcke Drive 2 . . . .......... ...... .. ...... ................. . . .. ....... . ... 2B 440 Paepcke Drive 2 ...... ..... .... .. .... ................ 2B 440 Paepcke Drive 2 ............................ �� ............. ................... ............ 2B 440 Paepcke Drive 2 x 'X ................ ................... ;.:.- %-.1.-%'-. ............ . ............... ........... ............. 2B 440 Paepcke Drive 3 2C 442 Paepcke Drive I 2C 442 Paepcke Drive 1 2C 442 Paepcke Drive 2 2C 442 Paepcke Drive 2 .............. .................. ..... ......... ............ 2C 442 Paepcke Drive 2 . . ......... .............. 2C 442 Paepcke Drive 2 ............ 2C 442 Paepcke Drive 3 .... . ........... . .............. 2C 442 Paepcke Drive 3 .... ... . .. . ......... X 425 Paepcke Drive 1 . . ........ ........... .......... . . . ... ....... X 425 Paepcke Drive I ................... X 425 Paepcke Drive 21 X 425 Paepcke Drive 2 X 425 Paepcke Drive 21 X 429 Paepcke Drive Z X 425 Paepcke Drive 3 NX, X ............. ... ... X 425 Paepcke Drive 3 ...... 4A 410 Paepcke Drive I . . ............ ................... 0 ........ ......... ... 4A 410 Paepcke Drive I ................ 410 Paepcke Drive Z .......................... 4A 410 Paepcke Drive 21 .................... ......... . .......... .......... ............. . .... 4A 410 Paepcke Drive I .......... .......... .......... . ........... .. 410 Paepcke Drive 31 4D 412 Paepcke Drive I 4D 412 Paepcke Drive 11 ........... ......... .......... 4D 412 Paepcke Drive 21 ,X ... ... ... . ............... 4D 412 Paepcke Drive 21 4D 412 Paepcke Drive 21 4D 412 Paepcke Drive 31 ADDRESSING PLAN 'J"I N11.1 'y .............. . -,Z ...... �gq . . .......... /* .... ... .. . ...... -x X L . A.: NOT FOR C ARNITICTURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROD. NO: 809003-00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD S-3 ....... .... .......... I . I . X . . THE CITY OFASPEN m: U 0 Z m < 0 LLJ .j 0 U z LLI V) � a PROD. NO: 809003-00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD S-3 VISI,-AILITY eq g go ACCESSIBILITY LOT P1 3 LOT P12 SERVING BUILDINGS: 13, 14SERVING BUILDINGS: 11, 13 12 SPACES k 21 SPACES LOT P14 SERVING BUILDINGS: 1 14 ` �r t �.:: r \ 12 SPACES e 1 COVERED4&&- , "•:\��° \ \:� V ANACCESSIBLE .\Nl­ <> \. 1 N ACCESSIBLE \` VA \\` \\ \. 1 DEDICATED TYPE A DELI \ - \ _ All i \ s ti10 a,. im \.. Z:\ , \\ o o\ .� 'x , d. \ \ \\ \• \\ t 1 \ , \ 7 4\' \ t:7 \„ \ J11 a \^ \ :E \ :a i .\ \ , , \ , \\\\\\ \\\ \\ Y\" \ y\ r \\ .\ \ \ `\�... ............ , LOT P1 \ \ 0 0 \ \ , \ \\SERVING BUILDINGS: 10 12 N \ \ \ C w . \�\..•' ��.,. , � �� ; :...::, ,,,\\ _ \ 7 SPACES ., .� =\ \ Oil \ \ \ ,.\ \ \ \ 7 ,. : , \\. \ u i >� \�.40 \ _ .. v. . >. \ rte., �� \• \ \` �. \W, : „ IT �� \............... ,...\...\. , ,...�a,\�\ \..\... \\\ .... \...., \ o , \,. \. _.............. ,__\ \ \. \.... ... ...\\\. \v .a,......... \ .. \. CEJ L€ \ . \ \: \v C \: \,a ..::.:. .:..: . _ \ \\ \ i \ \ , \. ICC/ANS! 11'17.1-2003 \ \ \ \ \ Q\ \ \ ti t ICC/ANSI 117.1 (2009) TYPE C m VISITABILITY F STANDARDS, THERE ARE GENER— 2L AL .ITE I . TO MEET WITHIN ELLII UNITS: V1. ONE ZERO—STEP ENTRANCE AT THE FROW: SIDE OR REAR OF THE HOME. . " WIDE CLEARANCES AT DOORWAYS AND , HALLWAYS WITH AT LEAST o " F CLEAR WIDTH. v Via ,AT LEAST AN ACCESSIBLE HLF BATH ON E MAIN FLOOR. . REINFORCEMENT IN BATHROOM WALLS FOR FUTURE GRAB BAS INSTALLATION. . MANEUVERING SPACE IN FOOD PREPARAT ON AREAS. V6. LIGHT T" SWIT HES AND OUTLETS WITHIN CDMFORTABLE REACH FOR ALL m USERS 15— 48 WITHIN SITE THE FOLLOWING GUIDELINEES ARE USED V7. VISITABLE UTE.- MAXIMUM SLOPE OF 6.15% IN THE DIRECTION OF TRAVEL -MAXIMUM CROSS SLOPE OF S% ACCESSIBILITY LOT P1 3 LOT P12 SERVING BUILDINGS: 13, 14SERVING BUILDINGS: 11, 13 12 SPACES k 21 SPACES LOT P14 SERVING BUILDINGS: 1 14 ` �r t �.:: r \ 12 SPACES e 1 COVERED4&&- , "•:\��° \ \:� V ANACCESSIBLE .\Nl­ <> \. 1 N ACCESSIBLE \` VA \\` \\ \. 1 DEDICATED TYPE A DELI \ - \ _ All i \ s ti10 a,. im \.. Z:\ , \\ o o\ .� 'x , d. \ \ \\ \• \\ t 1 \ , \ 7 4\' \ t:7 \„ \ J11 a \^ \ :E \ :a i .\ \ , , \ , \\\\\\ \\\ \\ Y\" \ y\ r \\ .\ \ \ `\�... ............ , LOT P1 \ \ 0 0 \ \ , \ \\SERVING BUILDINGS: 10 12 N \ \ \ C w . \�\..•' ��.,. , � �� ; :...::, ,,,\\ _ \ 7 SPACES ., .� =\ \ Oil \ \ \ ,.\ \ \ \ 7 ,. : , \\. \ u i >� \�.40 \ _ .. v. . >. \ rte., �� \• \ \` �. \W, : „ IT �� \............... ,...\...\. , ,...�a,\�\ \..\... \\\ .... \...., \ o , \,. \. _.............. ,__\ \ \. \.... ... ...\\\. \v .a,......... \ .. \. CEJ L€ \ . \ \: \v C \: \,a ..::.:. .:..: . _ \ \\ \ i \ \ , \. ICC/ANS! 11'17.1-2003 \ \ \ \ \ r 7( Q\ \ \ ti t o \ u GN a a \\ \ _\r w \ r 7( Q\ \ \ ti t o \ \ u GN a a \\ LJ \ Q o VISITABLE E UTE (MAX 6%) LOT P19 SERVING BUILDINGS: 8 9 24 SPACES 1 TYPE A \� \ \:: \ , ; ` , h \ ,� �v \ 2 \ \ \ \vx \ �c , c , \ , i \, \ \ \ \ NEZ , Zft \ �.. tx�k'. sem.: , .. ...._. 'kaa • \ ?2 .,\. • 7 ; \ u \. .. \\ \ , ,.. \ •. . , _ - , .... ,. . � �\ ... , _ v��\\. \_• \ • wN \. . \ \ _ \ WI �E\0701 IM 4 ft ffiftINXE �. Q .......... \t_ 01, IN \\\�\ ;. ,R NIT Al IN 7 ,. \1,2 , `7 ,\ : , .�r q q �{ p�f��y \\\ \�� \, @a '�4.f_f!Qt`�..€ l il. i-L�ViiJ \ ........:::: i; \ \ \ \ ;i ;7 , ,...- ..,.,,... _ .\..���:"M 7 \ , \ .\ \ _ • , ii - ....,................ _ _ _ _ ........ _ \ ...... nnv:.:nn)?:i: mmo& \ ----------------------------- \ \\ > \`. 7 7: nNa ...-.__-••_ „ .. .. �:: \ .:O.w:.�::.�.�:::::: i:i ,.......v.,..v.v....'.::,t. ..v \u3..Y.: •j:e:;:;:v;:i: ;.:'::: . & I NO` T F OR C ONSTRUCTION H � HI I I E I U R 1 180529th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 z u o z o a a 0 LJ � o Q v C7 Z Z - w � a � N � a m PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD S-4 u\ \ \ \ Z \ \ VI S I Tra rB**h)M ACCESSIBILITY mow - A('.CE!'�"61BILITY PLAN Al TYPE A UNITS PER IBC 1107.6.2.1 - REQUIRED = 2% OF 123 QUALIFYING* UNITS = 3; PROVIDED 4. ALL TYPE A UNITS COMPLY WITH 2009 ACCESSIBILITY STANDARD A2. TOWNHOME UNITS, PER IBC 1107.7.2. ARE EXCLUDED FROM THIS CALCULATION A3. ALL QUALIFYING* UNITS THAT ARE NOT TYPE A ACCESSIBLE UNITS, ARE TO BE TYPE B ACCESSIBLE UNITS WITHIN THE SITE THE FOLLOWING GUIDELINES ARE USED A4. ACCESSIBLE ROUTES,: MAXIMUM SLOPE OF 5.0% IN THE DIRECTION OF TRAVEL; MAXIMUM CROSS SLOPE OF 2.0% A5. PARKING* STANDARD* ACCESSIBLE STALLS REQUIRED = 8" PROVIDED =12. VAN ACCESSIBLE STALLS REQUIRED 2% BUT NOT LESS THAN 1 1 PROVIDED 2. SEE T1.01 OF THE PERMIT SET .......... .. . . ........... — — -------- v .4 .............. .... LOT P5 .... ... ............ SERVING BUILDINGS: 5, 6 a . ..... ............. ""Nc� Q 25 SPACES -MA .. ... . .. I w U� K'N 'tn ... . ...... X - - -------- ........ k7 gg A....................... . ......... - - - ------ - X\ ............. MON, "A� LOT P6 w, w a r Z\ 6, 7 SERVING BUILDINGS. C. a. .... ....... ....... ..... �"x "NO , z 13 SPACES '_M'e, kk ................ , Z\\ r 1110 "51s ......... ... ........... . ................ ............ .................. ......... .. ..... . ...... 0 o' g, N: m e mp wz� k.,\, m 100%, 1,101 . ....... y5t' ABEHREJURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY OFASPEN .......... . . . ......... . .. . .. ... ............ ............. LOT P7 . ....... ........... . ....... . . ........... . ........ ........... ... ... . .. . .......... ... SERVING BUILDINGS: 7 f .......... t PARK 25 SPACES ................. .. . ...... 3 TYPE A SPACES UNCOVERED ............ 1 VAN ACCESSIBLE UNCOVERED .............. .......... ........... LOT P8 SERVING BUILDINGS: 8 . . ..... ... ..... ........ .. ....... . .......... .......... ------------------ ... .. ..... .. 12 SPACES ....... .......... ............ ....... . .. 11_11_1� ----------- --- .......... ..... & r ................. ........... . ............ ' NS A . ............ ----------- .......... .. - - --- - ------- .. . ........... . . ...... . ....... ... ........ .... . .. . ...... .............. . .............. . ................... ..... ................ ... ... . .... ............ ------ 20 SPACES . .................. .... .. SERVING BUILDINGS: 4 T P4 LO .................. ................. ............... .... . . .. . ...... . . .... ............ ..... . . .. ...... ........... ..... ..... ............ 3 TYPE A SPACES UNCOVERED ............. ..... . ............ . ........... .. .......... MN " ......... "INN .................. .......... ... .. ... .. .. ............ ....... ..... ...... . ........ clom . . . . . . . . . . . . . . . . . . "m ....... ..... -- LLJ . ........ %, ........... w .... ....... \� ......... z Uj A R K 2 . .. ....... V) ........... v"" ......... I . ......... -------- ----------- --- L .......... .................................. .............. \ ................. . .. ...... . ....... . ............. ............... .......... .................. ............. - .............. .......... .............. . ....... --- - ------ ca .......... ... .. ... .......... . . . ......... \\ .. . ..... ------------------------- - - - ------ - -------------------- SERVING BUILDINGS: 2,3 \T ... ....... .. .. ... .. -� . ..... .... .... ......... . LOT P3 Z�K .......... (A . ......... .. ...... I/ bVALLb TYPE A SPACES COVERED -N Ak' A a 1�1��v 2 R U141T , ",\ I bR UNI m ��\ %_' I " 1\1 I I 1 1, -7 t kk �Ii" Ilk . . ...... .. , St ----------- JYPE A COMPLIAN'T law IMN L ..... -, 'M -­-'-­­'� .............. . ... X", A N� V TYPE A COMPLI ICC/?kNSI 117A -7-003 kg)\ ICUANSI 117A- 18 \\\.p ........ ....... __z -------- ---- Nw, ""_ ..... ANI - ---------- 03 wk W 0 it k 'k, m -'s ON "a - jNk""', J ....... --------------- ...... iw� .......... k UW . ........... m IN It\ V ...... OF LOT P2 X, N 1% R SERVING BUILDINGS: 1 . . . . . . 13 SPACES -"Ngg- `1145w� E 110m, ......... tK x - -------- ---- 46P t V IS ITAB LE R 0% U T E X R A Q\ L, -k i 11K..",-. A N ......... kWkA 070) ------------ ... ... ... . ... ... ... .... . . .... .... ... . ... ... &I I &�% &­*' r% "' L 'S T R U C T I N' 91 NUT FU1 K C 0`6 N PROJ. NO: 809003.00 DATE: 15 FEB 2013 1 BURLINGAME RANCH ISSUED FOR: FINAL PUD I S-5 TRANSIT ROUTE PLAN i 3 A4.03G TRANSIT STOP LOCATION I 4 CU YD I I I I L ---J F- -, TRASH I I 4CUYD 11 ii I I L ---J I I 6CUYD I u 2 A4.03G OH --7 1 A4.03G -J i TRASH ENCLOSURE =Qfliim� � W� EXISTING TRANSIT STOP LOCATION PROPOSED TRANSIT STOP LOCATION TRASH LOCATION MAIL LOCATION NOT FOR CONSTRUCTION AH H EI' 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 101-01, THE CITY OFASPEN 2 V p STORAGE MAINT. Q 0 10 I 4 CU YD I I I I L ---J F- -, TRASH I I 4CUYD 11 ii I I L ---J I I 6CUYD I u 2 A4.03G OH --7 1 A4.03G -J i TRASH ENCLOSURE =Qfliim� � W� EXISTING TRANSIT STOP LOCATION PROPOSED TRANSIT STOP LOCATION TRASH LOCATION MAIL LOCATION NOT FOR CONSTRUCTION AH H EI' 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD S-6 0 THE CITY OFASPEN 2 V p Z p Q Q W � � O a u L7 Z Z w J a V) = a m PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD S-6 GD BUILDING #14...:g H-26,2rn ................ S . . . . . . . . . . . . ­'." .......... . .......... r. �zx z: . . . . . . . . . . . . . . GP 5 ... .... .......... . . . . . �.' Al P9 13U 1 N& #1 .......... s Z -G ......... ......... . ......... ...........• . . . . . . . . . . . ........... ..................... ...... .............. ........ -- ------- . ....... . ...... ....... ............. ...... ........ ... ..... ........ ... . .............. X X- . . . . . . . . . . . ......... ............. PARTIAL ELECTRICAL SITE PLAN 1 " = 30'-0" IN ..... OFW T-','. STAIR x .. .. ...... ..... .... .. ............. L16HTIN& TO PIO G�P_61* .......... ...... .... GENERAL NOTES I STREET LIGHTING SHALL BE GIRGUITED TO 5PEGIFIED HOUSE PANEL THROUGH PHOTOGELL GONTROLLED GONTAGTOR. 2. INTERIOR 51TE LIGHTING SHALL BE GIRGUITED TO 5PEGIFIED BUILDING HOUSE PANEL THROUGH PHOTOGR L/TIMEGLOGK GONTROLLED GONTAGTOR. 3. SPECIFIED CONOUGTOR SIZES SHALL BE USED THROUGHOUT GIRGUIT. UNLE55 NOTED OTHERX15E, ALL 51TE GIRGUITIN(5 SHALL BE 2#10,1#106, 3/4"G. 40DETAIL NOTES I UTILITY TRANSFORMER. RE: GIVIL PLANS FOR MORE INFORMATION. 2 5EGONDARY CONDUGTOR5 5HOHN FOR BUILDING 5ERVIGE GLARIFIGATION. AGTVAL ROUTING TO ADJUST AS NEEDED FOR FIELD GONDITION5. 3 UTILITY METER BANK LOGATION. REFER TO ONE -LINE DIAGRAM AND BUILDING PLANS FOR MORE INFORMATION. 4 GARPORT PANEL LOCATION. 5 GARPORT PANEL GONDUGTOR5 5HOHN FOR 5ERVIGE GLARIFIGATION. AGTUAL ROUTING TO ADJUST AS NEEDED FOR FIELD GONDITIONS. 6 PROVIDE (3) 20A/14') GIRGUIT5 FROM NEAREST HOUSE PANEL TO SERVE PARK PONER REGUIREMENT5. GOORDINATE REGUIREMENT5 WITH OWNER. NOT F CONSTJ2UGIION. W. i 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD E-2 " . . . . . . . . . . X X- . . . . . . . . . . THE CITY OF AsPEN U Z a a 0 LLJ .j 0 U L7Z LIJ Ln PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD E-2 ELECTRICAL SITE PLAN I NG tom:; ' f"O". A 8 E H I I I E I U R 1 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 b. :b t GP—5V2 .................. ....:......:. :.: . r Vt 'tt 1 t --------- E2.01G .r b T a t4 2 8 14 . ...... 8,1 G,I .r i. .. ... .....:;...::.fi. : :,.. 1 nA...:.. :.::.. h...: _... Jn 1 1 1 1 1 1 1 �1 r1 �n1 �1 1 i m1 OI N� H41 PARK PI =5,7,Q 1 BUILDING 3 BUILDING #3 52 H -26,28(P) H—II R i 2 BUILDING #3 BUILDING #3 H-II(P) ... " .:. �.. .....::............::::>.;v.. BUILDING. I : 52 ........... Scl H I O 3,15,17 6 o :f....................... ..:............. n.. ... 52 I�vrL� 9 8 PARK a 1 H -26,2&(P) .................................................................................::........ et.::,:::::::::::::.::::vv:Hvvv::::v:n:::,:..::::.::::Mr .t t> 52 1 { 2 e 3 n� b , � �b z z b � a t . b K x 1 9 ' 4.. ` n � : nh .:,:. 1 � 1� 1 1 1 1 1 1 1 �1 r1 �n1 �1 1 i m1 OI N� H41 PARK PI =5,7,Q 1 BUILDING 3 BUILDING #3 52 H -26,28(P) H—II R i 2 BUILDING #3 BUILDING #3 H-II(P) ... " .:. �.. .....::............::::>.;v.. BUILDING. I : 52 ........... u o :f....................... ..:............. o Q a <:::.: ;.. .<: 3 . ......... x . v.:. .................................................................................::........ et.::,:::::::::::::.::::vv:Hvvv::::v:n:::,:..::::.::::Mr .t t> 52 w { 9 0 n� b , � e , z z W � a Ln S,I#BGe•I�#"G PI 9 ' 4.. GP_5 n � : nh .:,:. ..... H=�6A28�P1. r;. J�AIR TO /#3 PARTIAL ELECTRICAL SITE PLAN 1 " = 30'-0" C ENE�L MOTES I. 5TREET LIGHTING SHALL BE GIRGUITED TO 5PEGIFIED HOUSE PANEL THROUGH PHOTOGELL CONTROLLED GONTAGTOR. 2. INTERIOR 51TE LIGHTING 5HALL BE GIRGUITED TO 5PEGIFIED BUILDING HOU5E PANEL THROUGH PHOTOGELL/TIMEGLOGK GONTROLLED GONTAGTOR. 3. 5PEGIFIED GONDUGTOR 51 ZE5 5HALL BE U5ED THROUGHOUT GIRGUIT. UNLE55 NOTED OTHERWISE, ALL 51TE GIRGUITING 5HALL BE 2#10,1#I06, 3/4"G. O DETAIL NOTES I UTILITY TRANSFORMER. RE: GI VIL PLANS FOR MORE INFORMATION. 2 5EGONDARY GONDUGTOR5 5HOHN FOR BUILDING 5ERVIGE GLARIFIGATION. AGTUAL ROUTING TO ADJU5T A5 NEEDED FOR FIELD GONDITION5. 3 UTILITY METER BANK LOCATION. REFER TO ONE -LINE DIAGRAM AND BUILDING PLANS FOR MORE INFORMATION. 4 CARPORT PANEL LOCATION. 5 GARPORT PANEL GONDUGTOR5 SHOWN FOR 5ERVIGE GLARIFIGATION. AGTUAL ROUTING TO ADJU5T A5 NEEDED FOR FIELD GONDITION5. 6 PROVIDE (3) 20A/I (P G I RGU I T5 FROM NEAREST HOU5E PANEL TO SERVE PARK POWER REQU I REMENT5. GOORDINATE REQUIREMENTS HITH OWNER. 7 PROVIDE (3) 20A/Io GIRGUIT5 FROM PUMP HOUSE PANEL TO SERVE PARK POHER REQUIREMENT5. GOORDINATE REQUIREMENT5 WITH OHNER. N OT FOR CONSTRUCTION z u o z00� o Q a <:::.: ;.. .<: 3 . ......... x CLOO . :.... 't 0 w J 9 0 a � z z W � a Ln .....:.. 9 ' n.... C ENE�L MOTES I. 5TREET LIGHTING SHALL BE GIRGUITED TO 5PEGIFIED HOUSE PANEL THROUGH PHOTOGELL CONTROLLED GONTAGTOR. 2. INTERIOR 51TE LIGHTING 5HALL BE GIRGUITED TO 5PEGIFIED BUILDING HOU5E PANEL THROUGH PHOTOGELL/TIMEGLOGK GONTROLLED GONTAGTOR. 3. 5PEGIFIED GONDUGTOR 51 ZE5 5HALL BE U5ED THROUGHOUT GIRGUIT. UNLE55 NOTED OTHERWISE, ALL 51TE GIRGUITING 5HALL BE 2#10,1#I06, 3/4"G. O DETAIL NOTES I UTILITY TRANSFORMER. RE: GI VIL PLANS FOR MORE INFORMATION. 2 5EGONDARY GONDUGTOR5 5HOHN FOR BUILDING 5ERVIGE GLARIFIGATION. AGTUAL ROUTING TO ADJU5T A5 NEEDED FOR FIELD GONDITION5. 3 UTILITY METER BANK LOCATION. REFER TO ONE -LINE DIAGRAM AND BUILDING PLANS FOR MORE INFORMATION. 4 CARPORT PANEL LOCATION. 5 GARPORT PANEL GONDUGTOR5 SHOWN FOR 5ERVIGE GLARIFIGATION. AGTUAL ROUTING TO ADJU5T A5 NEEDED FOR FIELD GONDITION5. 6 PROVIDE (3) 20A/I (P G I RGU I T5 FROM NEAREST HOU5E PANEL TO SERVE PARK POWER REQU I REMENT5. GOORDINATE REQUIREMENTS HITH OWNER. 7 PROVIDE (3) 20A/Io GIRGUIT5 FROM PUMP HOUSE PANEL TO SERVE PARK POHER REQUIREMENT5. GOORDINATE REQUIREMENT5 WITH OHNER. N OT FOR CONSTRUCTION z u o z00� o Q a CLOO 0 w J C G 0 a � z z W � a Ln � a m PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD E-3 FEATURES • Now available with highly efficient LED technology - IES Type 5 distribution - Two color temperatures, 3500K and 5100K • Modular system offers five luminous options and two hood options for P P customization to complement site design H 6"/150 mm • Full cutoff classification when used without luminous elements • Glass refractor lens, Type 5 distribution • EISA compliant • IP55 rated • Powder coat finish in 1 standard s 3 sta da d colors with a polymer primer sealer 42" OAH Note: Addition of a luminous element (Option #2) will increase /1070 mm the overall height by 2.75" to 44.75" WT: 27 lbs. FISTS2-SITELIGHT114GATALL SITE STAIR LANDINGS, parx rHrFRsFcrroNs AND rrrrERMrnarE SITE P,arn POINTS ELECTRICAL FIXTURES FEATURES • Part of AAL's Designer SSL Series • First decorative, modular system with precise LED aiming capabilities • Modular system with various luminous options, five hood options, and three optical systems for customization to complement site design • Featuring exclusive MicroEmitter'm technology • Field replaceable LED EmitterDeckTM upgrade kits for UCM-H (HID) • Pole, wall, and pendant mounting options • EISA compliant • IP65 rated • Powder coat finish in 13 standard colors with a polymer primer sealer i:r i �• �_ i lT_ a• , iZl.L ilii •E >;'i: TE` - I"" .. g"- r` ALt .V-',1 k:i4-AEiE:i3 :t1!T"U1 T18)' ,:ATa.LE C lUE.1 Ess - w......:.. _ AS SF-CURii, TO i r ..:•.. rYi'E'f4 S3i 11 ict 9SA-1198 \M .r,n�i � }V r ?. : to ti: R. • � ^iS�3a£k: £'4•�1 E3�T�»�Ci�,l:3!?� i ,7 "� t E n L\r. t4 } -IAEA -CG D 24J' WJEA-, SFUN' AWN4:: t_/'tMPFI'GJI�r€0N, -•NqovIIv.A1M14,£y+,P:J,fll*.Cii?4`E�'r:-' 80rATA SLE 0E4 -:C' �.h }i':S Eai.43NUh1 D10108 r.,:7 € v.F1r�.\r t'f • '"`L ,R I'-.ttli? 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RL.Ga:vtr3 T::s FiFy?ti Tu i:n�.^gs 1 196 it A �,T - DF1�e1c10{±1� Nx3� � - DARK sx'Es COMPLIANT :CA:1 ,~... APP%AVL? DATE RT ;, ..y Z p FIST 1-LIGHTLES - DARK sx'Es COMPLIANT BULB WILL NOT BE VISIBLE FROM A DISTANCE OF 2X THE LIGHT POST HEIGHT PROMJCT CODE �.. :.El,t & i`- .............::::::>:::::«::«::::a::::::::::::t:?t: E:>>::::>::: E., 'l.E. z a iN -X............. ..:...::.. :.:...............:..................................... 4 n,n v...... 2. VOtTAGES ... 4k .� •.4:72::$:ti:l.:i:1 \ \ .. ..... .. - ^s4• 32M M) 3. FISHES VMS FIB Maw Mack FIXTURE S4-Dul L [z) I N G 11"41 'Us AAA B"ER' LIGHTING TO ILLUMINATE BUILDING ADDRESS NUMBERS -LOCATEf3 AT BUILDING CORNERS NOT FOR CO"'I"I'STRUCTIO"N ----------------------- AMITIM 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY OF ASI'EN U p Z p a a w � :E o Q u L7 Z Z w J a � a m PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD **** EXTERIOR ELEVATION MATERIALS FOR REFERENCE ONLY VIEW FROM EAST ................. ................. ........................................................................................... ............. ..... . . BUILDING A - LEVEL 3 - - - - - - - - - - - - - - .............. BUILDING A - LEVEL 2 DUILUIINU D - LCV CL ) BUILDING B - LEVEL 2 0 4 8 16 32 LEGEND I BR FLAT 2 BR FLAT 3 BR FLAT 2 BRTOWNHOME 3 BRTOWNHOME ARCHITECTURAL CHARACTER BUILDING A -WEST SIDE W.......... ............... BUILDING A - EAST SIDE sm . . ........ . ...... .... RN . ........ BUILDING B -WEST SIDE 1805 29th Street Suite 2054 Boulder, Colorado 803011 phone 303.449.8900 . . . . . . . . . . . . .. . . . . . . . . . . . . . ............ ........... . .................. THE CITY OFAs-P'EN 2 U 0 Z Q Q Qwof ar.10 0 UJ .J 0 U L7 Z z umi C LOO 0 V) D co PRO.I. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-1 C **** EXTERIOR ELEVATION MATERIALS FOR REFERENCE ONLY BUILDING C - LEVEL 3 BUILDING C - LEVEL 2 BUILDING D - LEVEL 3 BUILDING D - LEVEL 2 0 4 8 16 32 LEGEND BR FLAT 2 BR FLAT 3 BR FLAT 2 BR TOWNHOME 3 BR TOWNHOME ARCHITECTURAL CHARACTER ;:;\:i::�Y. BUILDING C -WEST SIDE J \ Im is "N' MROMI , ng IM MON \IN ml.01 x \ ya , �\ , ¢z �m _ z ` ark J:J\\•Y;4\\.J.v N- \ \ •:+t aNMI BUILDING C - EAST SIDE .c;yk.\� itti����\:oiii: �\\i'•a\O 2.;ZZ� 0\ .v v�\:+ .` .. " Q \l`,\ . ............ Q Q 00mo Q0.0 W ........... •,, :+ BUILDING BUILDING D -WEST SIDE MX ­ \ H ' . s.2'4. ik .v k. \.+ t ? i NOT FOR CONSTRUCTION 40% ` S AM111FURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY Ji\J:•ha•\' .. " Q Z . ............ Q Q 00mo Q0.0 W O •,, :+ BUILDING D - EAST SIDE NOT FOR CONSTRUCTION 40% ` S AM111FURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY OF As -PEN V Q Z Q Q Q 00mo Q0.0 W O G0 Q U Z Z w J � � a m PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-2 ................ ............ ..... ............ .................. BUILDING E - LEVEL 2 BUILDING E - LEVEL I BUILDING F - LEVEL 3 BUILDING F - LEVEL 2 LEGEND I BR FLAT 2 BR FLAT 3 BR FLAT 2 BRTOWNHOME 3 BRTOWNHOME ARCHITECTURAL CHARACTER ........... . . . . . . . . . . . . . . . . . . . . . . . : g 081, Eli, '0Z 'm 101"IX 1m .0 It KIP K.... Wx. BUILDING E -WEST SIDE 11`%�` X, 7- HIIEZIEA U A Z 011 . •... A. ... ... BUILDING F - EAST SIDE m U., g. 0 U �7Z �4 W J a CLOO 0 � a cc ........... . . . . . . . . . . . . . . . . . . . . . . . : g 081, Eli, '0Z 'm 101"IX 1m .0 It KIP K.... Wx. BUILDING E -WEST SIDE 11`%�` X, ..... ....... HIIEZIEA U A Z 011 . •... A. ... ... BUILDING F - EAST SIDE m U., g. 0 U �7Z ........... . . . . . . . . . . . . . . . . . . . . . . . : g 081, Eli, '0Z 'm 101"IX 1m .0 It KIP K.... Wx. BUILDING E -WEST SIDE BUILDING E - EAST SIDE .... .... .. .. .... ..... OF .ASPEN ..... ....... HIIEZIEA U A Z 011 . •... A. ... ... BUILDING F - EAST SIDE m U., g. BUILDING E - EAST SIDE .... .... .. .. BUILDING F -WEST SIDE .... ..... OF .ASPEN HIIEZIEA U A Z 011 K\ Q.00 BUILDING F - EAST SIDE LLJ g. 0 U �7Z �4 W J a CLOO 0 � a cc BUILDING F -WEST SIDE -0- .... ..... OF .ASPEN HIIEZIEA U A Z 011 K\ Q.00 BUILDING F - EAST SIDE LLJ g. 0 U �7Z -0- .... ..... OF .ASPEN U A Z 011 K\ Q.00 BUILDING F - EAST SIDE NOT FOR C UH[ 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 ..... .. ... ..... ..... .......... . X. THE CITY .... ..... OF .ASPEN U 0 Z 0 1< Q.00 0 LLJ .j 0 U �7Z W J a CLOO 0 � a cc PROD. NO: 809003.7 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-3 (?�5 cl �g SCALE: NTS 1 BEDROOM UNIT UNIT PLANS 690 -726 SQ FT BEDROOM UNIT UNIT FLAKS 1,000 - 1 X037 SQ FT I UNIT PLANS SCALE. NTS BEDROOM UNIT UNIT PLANS 1.264 - 1.309 SO FT BEDROOM, UNIT UNIT PLAINS 1 X264 - 1 X309 SQ FT ** INTERIOR FURNITURE AND FINISH MATERIALS FOR REFERENCE E OIL ` NOT FOR CONSTRUCTION rpo�q . A w W�id 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD THE 0TY OFASPEN Z V p Z p Q Q W � � O a U z z W J � V) � a m PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD iE0i3ULE 16A I I I � I 3 L......... --_... --. ........»-7...................,.�� SCALE. NTS TOWNHOME LOWER LEVEL LIVING UNIT PLANS m 1 X480 SCALE: NTS BEDROOM TOWNHOME UNIT PLANS m 1 y13SCS FT UNIT PLANS SCALA. (QTS TOV�/V OME MIDDLE LEVEL .IVIN UNIT PANS -1,440 Sid FT ** INTERIOR IOR FUR IT .E AND FINISH MATERIALS F°OR REFERENCE ONLY NOT FOR CONSTRUCTION 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-5 @0 THE GTY i%F t ls-PEN 2 V p Z p a a w � � O Q u z z w J � � a m PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-5 `f"r7 (oa M 0 Ult\,11 T A IN LIVI Or plans "live big"s internal stairs & Semi private in th an open configur, gatherings, big and ink,,,, More in -unit sti utility closets UNIT LIVABILITY FA"'Y BE"'NG i Pennies: Energy sinc ,es like Phase I keep mor pocket :-.The perfect wall desigr it sized heating element! 'it and cost effective liv4 **** INTERIOR FINISH MATERIALS FOR REFERENCE ONLY NOT FOR CONSTRUCTION 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-6 THE CITY QF ASPEN 7� U 0 Z 0 1< ar.00 0 LLI .j ::E 0 U L7 Z Z LLI CL C LOO 0 Ln n < co PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-6 01 lo i Lots, 11, 2 and 3 (Lot 1 is Phase1. Lots 6 and 7 combined) — Sirs le- Family/Duplex Family/DuplexLots a. Each Lot maybe be developed with a single-family residence, two detached single-family residences, ora duplex. b. Floor Area for Lots 1 and 3 shall be 2,550 square feet per residence. Floor Area for Lot 2 shall be 1,000 square feet per residence. Floor Area is as defined and measured by the City of Aspen and as may change from time to time. necks, pa tion, and covered or uncovered exterior stairs shall be considered exempt from Floor Area up to 15% of the allowable Floor Area per residence. c.etb k h �� � for these Lots shall be - Front — 5 feet for all portions of the houses, including garages The front setback shall be measured from the Forge Road or Paepcke Drive lot lire, as applicable. Sides— 5 feet. Rear ® 5 feta Distance Between Structures —10 feet between detached residences (does not apply to duplex structures). 5 feet between detached principal and accessory structures. Certain projections into setbacks are permitted pursuant to the Calculations and Measurements section of the City's Land Use Code. Retaining devices are permitted within setback areas, including boulder walls, poured concrete ells, carport malls, and similar structures which may also include integrated stairs. c. Leight is limited to 30 feet, as defined and measured to finished grade per the building height measurement exhibit, as shorn on sheet A-12 of this plat. Certain exceptions to height restrictions are permitted pursuant to the Calculations and Measurements ents section of the City's Land Use Code. d. Each single-family/duplex lot rest have at lest two parking spaces per residence, which maybe garage or surface spaces. Spaces must be a minimum of 9 feet by 18 feta e. Accessory Gelling Units are not permitted. f. Sheds, green houses, and similar accessory structures are governed by the City's Calculations and Measurements section of the Land Use Code and certain limitations on location and size appy. g. Fences are governed by the City's Calculations and Measurements section of the Land Use Code and certain limitations on location, size, and materials apply. h. All other provisions of the City's Calculations and Measurements section of the Land Use Code, as changed from time to time, shall apple i. Single-Famil /Duplex lots are subject to the architectural design guidelines adopted and recorded as part of Phase i. The City's Residential Design Standards do not apply. ba Building 4 —12,920 square feet of Floor.Area c. Building 5 — 4,720 square feet of Floor Area d. Building 1 —10,780 square feet of Floor Area b. Tract 2 — 51 Multi -family residential units within four buildings, 19 carports with integrated storage units, 7 surface parking spaces. Allocable Floor Area for each building is as follows: o Building 1 — 12,920 square feet of Floor Area o Building 3 — 8,820 square feet of Floor Area o Building 6 —15,670 square feet of Floor Area o Building 7 —15'070 square feet of Floor Area FUK LALCULATING FLOOR AREA Phase 11, Tracts 1, 2. and 3 — Multi -Family ii residential units, conft c. Tract 3 ® 69 Multi -family residential units within seven buildings, 28 carports with integrated storage units, 10 surface parking spaces. Allowable Floor Area for each building is as follows: o Building 8 —12,130 square feet of Floor Area o Building 9 — 12,130 square feet of Floor Area o Building 10 y.... 7,850 square feet of Floor Area o Building 11 — 7,650 square feet of Floor Area o Building 1 ®15,870 square feet of Floor Area o Building 1 — 12,130 square feet of Floor Area o Building 15 -- 7,650 square feet of Floor Area ds Floor Area shall be as defined and measured by the City of Aspen and as may change from time to time. Carport structures, in tegrated mail/transit/trash/recycling structures, decks, patios, and covered or uncovered exterior stairs shall be exempt from Floor Area. Future elevators shall be exempt from Floor Area e. The right-of-way comprising Paepcke Drive (extended Forge Road) contains an additional 83 surface parking spaces for the use by the multi -family residential units contained in Tracts 1,2 and 3 above. The location of the additional 28 parking spaces designated for Phase 1 parking enhancement is yet to be determined. f. Setbacks within the Multi -Family Tracts shall be: Front — 5 feet for all residential structures 0 feet for carport structures including mail/transit/trash/recycling facilities. 0 feet for surface parking The front setback shall be measured from the Forge Road Paepcke Drive lot line, as applicable, Sides W... 5 feet for all residential structures 5 feet for carport structures including marl/transit/trash/recycling facilities. 5 feet for surface parking Rear— 5 feet for all residential structures 5 feet for carport structures including mail/transit/trash/recycling facilities. 5 feet for surface parking Certain projections into setbacks are permitted pursuant to the Calculationsand Measurements section of the City's Land Use Code. Retaining devices are permitted within setback areas, including boulder walls, poured concrete galls, carport walls, and sim- ilar structures which may also include integrated stairs, f. Distance between buildings shall be as described on the Final PUD Plans and as otherwise limited by the Building Code. gR Carports may contain storage. Carports may not be altered in a gray that prohibits parking a car. Car parking space within each carport rest be a minimum of 9 feet by 18 feet. Individual or grouped garage doors may be added by the Homeowners Association. h. Leight for buildings in the Multi -Family Tracts is limited to 38 feet, as defined and measured to finished grade per the build ing height measurement exhibit, as shown on sheet A-12 of this plat. Certain exceptions to height restrictions are permitted pursuant to the Calculations and Measurements section of the City's Land Use Code. Future elevators shall be exempt from height limitations. is Accessory Gelling Units are not permitted= jo Vending machines are not permitted, k. Community Garden(s) are permitted within common areas, where appropriate and as designated/approved by the HOA. Sheds, green houses, and similar accessory structures are governed by the City's Calculations and Measurements section of the Land Use Code and certain limitations on location and size apply. I. Fences are governed by the City's Calculations and Measurements section of the Land Use Code and certain limitations on to cation, size, and materials appy. m. All other provisions of the City's Calculations and Measurements section of the Land Use Code, as changed from time to time, shall appy, n.Multi-family buildings are not subject to the City's Residential Design Standards. However, ever, the buildings' character shall be in substantial conformance with the final PUG plans. Amendments to the design shall be reviewed administratively. Substantial deviations from the final PGG plans may require City Council review. NOT FOR CONSTRUCTION 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 N.. � ..s THE CITY N. N. C}F AS['EN V p Z p Q a w � :::E o Q u �7 Z Z w J a DC N � a m PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-/ (s? I I P;Lmw SINGLE FAMILY RESIDENCE LOCATIONS 0--o r mv, orm, " K% S F 5 & 6 Lk so SFR 1/2 - ADJACENT TO PHASE I SFR 3/4 SFR 5/6 *** F PLAN FOR ILLUSTRIATIVE PURPOSES ONLY NOT FOR CONSTRUCTION ABEHIJIFURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 0 THE CITY OF AsPEN V p Z p Q a w � � o a � z z w J � Ln � a m PROJ. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD 1 � • SINGLE FAMILY RESIDENCE LOTS 1/2 SFR 1/2 -ADJACENT TO PHASE KITCHEN Single Family Lots 1, 2 Duplex - Ground Level DRIVEWAY ._ ... wze KITCHEN; Single Family Lots s, 2 Duplex - Optional Basment **** INTERIOR AND EXTERIOR MATERIALS AND FURNITURE FOR ILLUSTRIATIVE PURPOSES ONLY NOT FOR CONSTRUCTION �i ARIH11MURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 THE CITY OF ASPEN 2 U p .. p KITCHEN Single Family Lots 1, 2 Duplex - Ground Level DRIVEWAY ._ ... wze KITCHEN; Single Family Lots s, 2 Duplex - Optional Basment **** INTERIOR AND EXTERIOR MATERIALS AND FURNITURE FOR ILLUSTRIATIVE PURPOSES ONLY NOT FOR CONSTRUCTION �i ARIH11MURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROJ. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-9 THE CITY OF ASPEN 2 U p Z p a a w � ::E o Q u z Z w J a V) � a m PROJ. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-9 I X31 I'� E to ra SFR 5/6 SINGLE FAMILY RESIDENCE LOTS 5/6 Sin,, -,,,Ie Fa ;? lily Lots 16 VRIVEIWAY Single Fannilly Lots,/6 Main Level S OPT BR5 Single Far,,nily LOts 5/6 a **** INTERIOR TRIO AND EXTERIOR MATERIALS AND FURNITURE FOR ILLUSTRIATIVE PURPOSES ONLY NOT FOR CONSTRUCTION 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-1 1 THE CITY OF M['EN V p Z p Q Q W � � O Q U L7 Z Z W J a Ln � a m PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-1 1 r City of Aspen Code 26.575.020. Section F Measuring Building Heights 2. The height of the building shall be measured according to the pitch of the roof as follows. See subsection 3, below, for measurement method. b. Roofs with a pitch from 3:12 to 7:12. The height of a building with a roof pitch from 3:12 to 7:12 shall be measured from the ground to the point of the roof vertically halfway between the eave point and the e. ridge. There shall be no limit on the height of the rid g g g d. For roofs with multiple pitches within one vertical plane, the height of the roof shall be measured by drawing a line within a vertical section between the ridge and the Eave Point(s) and then applying the methodology for the resulting pitch of said line(s) as described above. 3. Height Measurement Method. In measuring a building for the compliance with height restrictions, the measurement shall be the maximum distance measured vertically from the ground to the specified point of the building located above that point, as further described below: a. Measuring height along the perimeter of the building. At each location where the exterior perimeter of a building meets the ground, the measurement shall be taken from finished grade. Building permit plans must depict finished grades, c. Measuring to the roof -The high point of the measurement shall be taken from the surface of a structure's roof inclusive of the first layer of exterior sheathing or weatherproofing membrane but excluding exterior surface treatments such as shakes, shingles, or other veneer treatments or ornamentation. When measuring roofs to a point between the ridge and the eave point, the eave point shall be the point where the plane of a roof intersects the plane of the exterior wall. The roof and wall planes shall be of the nominal structure, excluding all exterior treatments. f. Energy Efficiency or Renewable Energy Production Systems and Equipment. Energy efficiency systems or renewable energy production systems and equipment including solar panels, wind turbines, or similar systems and the system's associated equipment which is located on top of a building may extend up to five (5) feet above the height of the building at the point the equipment is attached. On any structure other than a single-family or duplex residential building or an accessory building, these systems may extend up to ten (10) feet above height of the building at the point the equipment is attached if set back from any Street facing facade of the building a minimum of fifteen (15) feet and the footprint of the equipment is minimized and combined to the greatest extent practicable. Certain additionalrestrictions may apply pursuant to Chapter 26.412, Commercial Design Review. HEIGHT CALCULATIONS BUILDING PERIMETER HEIGHT MEASURING METHODOLOGY INTERIOR NEXTERIOR MATERIALS . FURNI- TURE MTUBE E O ILLUSTRIATIVE PURPOSES OE ONLY BUILDING PODS VS. PERIMETER GRADE: NOT FOR CONSTRUCTION Arm AREHIIIETURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 X. THE CITY oF ASPEN X. �. `' Z U 1:::::: ::::: Z o co. ..::: ::::::::::::::::: a a ....__ _ ...� .....................::�:::::::::::::.:::::1 � n......... o a � z z w J a � N � 1 A 7809 33 7845.83 37 D 7806.33 7843.83 37.5 2 B 6.33 44.13 37.8 C 4.33 41.63 37.3 3 C 17.1 54.4 37.3 4 A 14.33 51.33 37 D 11.33 48.83 37.5 5 F 32.67 69.67 37 6 C 31.1 68.4 37.3 D 28.33 65.83 37.5 7 C 31.33 68.63 37.3 D 33.33 70.83 37.5 8 A 31.67 68.67 37 B 30.67 68.47 37.8 9 A 34.33 71.33 37 B 1 33.33 71.13 37.8 10 E 31 58 27 11 E 2855 27 12NB 32.33 69.63 37.3 33.33 70.83 37.5 13 29.1 66.1 37 29.33 67.13 37.8 14 31 68.8 37.8 31-.671 68.671 37 15 E 22.67 49.6 27 INTERIOR NEXTERIOR MATERIALS . FURNI- TURE MTUBE E O ILLUSTRIATIVE PURPOSES OE ONLY BUILDING PODS VS. PERIMETER GRADE: NOT FOR CONSTRUCTION Arm AREHIIIETURI 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303.449.8900 X. THE CITY oF ASPEN Z U p Z p a a w � � o a � z z w J a � N � a m PROD. NO: 809003.00 DATE: 15 FEB 2013 BURLINGAME RANCH ISSUED FOR: FINAL PUD A-12