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HomeMy WebLinkAboutB11-0496 ASI001 Civil Drawings i��� 45.00' VC __.. � a � N r N � -F � tn � c� p c0 d- - - - - - - - . . _ � QO O � � � � � -- � _ -- - ----- -------------------------------------------------------------------------------------------- � � ------------------------------------ II - - ------------------- � �i u �� + � ± � -------------------- "NO LEFT TURN" SIGNS TO a > > � � __--------- BE REMOVED FOLLOWING PROPOSED FUTURE RAISED ------ ----___ N w ~ w v v > > -------------------- INSTALLAl10N OF THE MEDIAN. FINAL DESIGN OF THE � � � w w _------ PROPOSED MEDIAN. MEDIAN TO BE DETERMINED. °- � � � m m '--- RE ERENCE (TYP)� ALL WORK IN THE R.O.W. __ _ �flCNItEC1UflE 8160 � - - - - �+ +� � CD TL SP CNFICATIO S EXISTING EDGE OF ASPHALT SOUTH 4.20% 18 \� � ` EXISTING EDGE _ (TO REMAIN) STORM MANHOLE ���� ��� ����� � -2.0�0% - .00� -2.00� _ _ � FRONTAGE ROAD � _ _ INSTALL TEMPORARY 24" CMP BEGIN CONCRETE CURB & RIM = 8160.5 ��Il�� ���� �_ . - . - - - - - - - - - - - - -� GUTTER TO CONTINUE SOUTH ( � - g155.5 - CONSTRUCT 10' ASPHALT PROPOSED ON WEST LIONSHEAD CIRCLE INVERT E ������y �������� ����fl DATUM ELEV PATH TO CONNECT TO S. � � INVERT (SW) = 8157.0 CONSTRUCT 10 CONCRETE PATH TYPE 3A CONSTRUCT 10 CONCRETE PATH. B140.00 FRONTAGE ROAD PER TOV. ADA R,AMP I _ FL=8154.9 �l�n��� ���044�0���� o.�. � ' � ;. ����ti_ , _ ,� ��.�� ._ „ �� �� n � c�i`v °�° �° �`° ---------------------- ' 48.6�_ 49.3 52.5 53.62 � I? -------------- ------------ 24„ R.C•P• sr � cD� �o� �� �n� •------------ �_ �------------- -- - -- --------------------- -----------`- ---------- -----. --- --- --- -----�---- ------------------------- - --- ----------------- - a f_'� 2`F�� R.C. � � �� �� �� �� _ 4:� 2 4 BOULDER WALL4.� e 2� a P. 49.9 $ 4:i 4:i � 4:1I a. � 4:t1 � -- - - � `�' ° - - - • � � - � �� `9 � - �� �� �� � �,�,, � � - +y�� . - . . - . . a° ° a'�,\,� �� _ - - . . - �-` � �\ PROPOSED TYPE ��� � 0+00 1+00 � � �- - � - . 1A ADA RAMP �� PRO�IL� -CL N _ �RIV� - �AST =-=f g15 ^� ; °° �3.3� ' 3:, I° I 3:,T / ALPINE �d . . � � 53.8 � 2.s:1 2:1 a__ a o o a . o. .. w . o g. � ,' Q I a a �� � � f -' 2.5:1� ,_ � I-� 0. � = = _ �� - a o.s� 52.c'� 5p 3a 1 5�,7,3 :� �.2 �2�POSED TYR II ° ' a . ° 60.1 Ff,P ,`' = = - � � - - -�U ° 'a z 2�25 °� a �,4•i�REL'OC�ITED, � � a a�� � . z a.r% � . ,�� , � _ _ - � 8� �� 51.5 2.2� �10' CONCRETE � � 2y, �2r f � �10 CqNCRETE � � _ --� - �'- � RECRE�ATION �I o F-- 52 ��":':./ � � r 5q y 4.:4 I aS�IVITCHG�Ai$ e � ° ��a RECREII'fI�N PA1H v �'i 2x�� � ° ° � � - - 0 ' � � ��`'�4� PA1N 2q�j 53.°45 ° s% _ 53�5� -� _ ,�',�. � v � � o ° o� .x.I ` 60. HP, o :~�, - _ LOW POINT ELEV = 8151.50 0 51„7 T WAY� .E a- / a% �.� 5i �-- a g. --- � , °=- : -� , - . . - .. . _ 2% a o ��- � 9 4 - _ / � ENGINEERING �NC a o ° RicHT bx`_� �- ._ . EXISTING EDGE .o I SGI SC �°4.i,5 a �� . � OF ASPHALT ❑ ° ,__ a � es � 8fi POSED � .� � -�- �- �-.r. �___. XT . RI(�OF a � I ° o i a � _-*-- ��R , LOW POINT STA = 1+03.06 � __ __ � - - --°° °� ❑ ' � i �_ I , a ° �''- I .� EL � FlRE '.�__-°-� g�6� � � �, ;- � � EDWARDS BUSINESS CENTER / -_. `_ _ ejs e 4 PRO TRANSFORMERS 52 ___- 2'. a� 2% F- ',--aa ' `o� HYDRANT S s�se `'� g- � I � i�° ' f ° - 34520 US HWY 6 P.O. BOX 97 PVI STA = 0+95.57 --- s �s a:4-- - �' � / / f _ ,_ _ -__�. � SEE LANDS�APEo o ' ! EDWARDS, COLORADO 81632 ' _4' - 3^ � o v , , . / �3.�9 i �,.a 's 'G o.2% o �_ _ . . � Ss � --° ,' : ` ,. 1 ` 970 926-3373 FAX 926-3390 PVI ELEV = 8151.25 rn 00 _ �-°-� o , � PLANaGOR CONCRE �o A.D. = 7.00 r c� � `� `° � � r; `�� 6� + 53 I ,--,-- I 52. �o' o TI�v�51 -e �° a �°�a�rE�N��oR-'o. .�j 3.i� � a o , � �, 's ° 1 �,, , . a a 8��6 � . 059 6 PROPOSED TYPE I . .;.° �+` ao e� q s � � � � � � � �. - �� � � ` � ROP l J ' ( �,- � ° + � I� a � 6§. 3%�� 52.37 ° 1��-_'-- '� a 20� I ! ° � �� ' a ' P OSED � CURB � .i__ °CO. K = 5.00 ao cy + ao 6 TQ, (� CONCRETE .'•.�l II I +"' + � � �� ! � 64 `�� 40�'i.s�, a 1 =-� _ °°; �. � � z.!4�� �° 32'X'b0� E ° o a y ' � ° & GUTTER � � �-� , 55.48 5 SIDEWALK� . . ..� � � � o0 o OBTAIN PERMISSION FROM \ _ �:z� a�� a�� �; 1.` a ' � � � 52.7s � a i% �° `I : i� sTl�(�ING � , 'a � � _ > 8 2.i7 a 52:7 5�.94 i / P l .. w a w �° ADJOINING PROPERTY OWNER ° ° ° `� ` ° ` ° �. , �: %o ' -: ,- , ', °° -57.7 03.31.2014 � � , 0 >> >m N w � � FOR ALL GRADING AND � ej'° v , ���3�� -H' .>i.s, _ - � � � ' � ' _ _ 07.15.2014 2% , � � 54.2 � �� FG ALK= .5 � °'u w m > 0 53 52.33 � - -- 4.�;_ 4.5 , °3.s a � �' � w a � � ENCROACHMENTS o - '-�-- : _ -� Pc,�„ ' - R4 y� � � � �_ o � , 3.� � �p 4:8 � � � 3 .00' VC \ / .35 51.81 52.36 54.3 � ANSIT10N TO 57.5 58..35 0 ► < 0 �;�����,, 8160 I ,,,w �� �x�� a • 4.8� SNOWMELTED CONCRETE 54'2 g 7 CATCH/SPILL CURB ' � / � " ` 59.0 2 ; ��` z� ' INSTALL SIDEWALK i � g 70 I � � � LOADING DOCK & FIRE 4.5 PROPOSED 2.5' GAS METER /i� 6 d CHASE. RE• DETAILS. � � � � - � 2 PR POSED � , � CONCRETE TYPE 1 � � �. -5.00% -2•00% - - - - � � ° ; 4. LANE ACCESS ONLY � -�_ � 2.00� � 87�� ' PROPOSED 1'-6' � � 52 � _ ; ❑ + 4' 50�J 5 CURB & GUTTER (RE:MECH) `. �5$.7 � � � ��. ; � \ � � RETAINING WALL + + 60 PROPOSED 2.5' 2 CONCRETE i ; ��,;,`\ � THIS 67 59 6 CONCRETE TYPE I PAN !' F� � SEE SHEET PK2.1 FOR 5•�% � � � RE: PROFILE, $.� � � FOR FIRE LANE SIGNA�E. FL=57.8 58• � � PROPOSED LIGHT�� SHEET. (RE:STRUCTURAL) CURB & GUTTER �� 5 ' FIRE LANE STRIPING TO ��(�s FG WALK=58.6 ,r � � �����\ DATUM ELEY APPROXIMATE GARA�E d � � �-� � / � (RE: LANDSCAPE) B140.00 LOUVER PER ARCH. 'lI 51 5 COMPLY WITH LOCAL & PROPOSED 6� /a � � � $.�6°� p 5 � FEDERAL RE�ULATORY SIDEWALK i i `\` � �� �;� � NOTE: 8151 .0'CIVIL=100'-0"ARCH (BLDGS. A & B) � � � � , o �►,� STANDARDS. �c �, � ,� \` M I�� t0� N � L\` i cfl cfl� �� � �� � .5 ° � � _ � � �� � � ���� ao ao o� ao ao \ + 67+ � �- �� � � �,�,�� , �/�� � � � �� � / , g �, � � � ` t ����� � , � �ss � �� PROPOSED TI �9`� / � � ,��, 1+00 0+00 � 1 j � � BUILDING A /� ` EXISTING INLET '�, \�� PRO�II-� -CL N _ �RIV� -W�ST � N ;'i � %,� , _, ,.�� 8,56� � /,% (TYPICAL) �� ° �' ���sR �� � ' � ,p� � l�� Cj �� MATCH PROPOSED � \ \ p „., ;; ': ._._..,.._. - � � , CURB & GUTTER TO i � PROPOSED � `/ �� �% � .%� � �j � EXISIING ROAD GRADE � � - , , � /\ � �' CO � `n °' � °' TOP OF CAP (TYP) \ \ BUILDING B `� ' � '" ° / � . � � nj c0 C�j � C�j � � , ,,•e w � Q � , N � � t� I I � I �t ` + � � N � � STA: 0+10.30 \\ / �_. \. ; � + + + . ! � o ao o � � � EXIST. STA: 0+25.29 STA: 0+76 I 63 ;----- `� \ ,%`\ :` \ \ �� \ . . . .. _.. � ; � ° ELEV. 8 .50/42.50 �� II II � II II II II II �� �� STA: 0+05. GROUND ELEV: 8142.50/41.50 ELEV: 41.50/40.50 � I I I 63.7 �. $E I ^ � ''�,i'�! `' ;� SEE LANDSCAPE ;` � � > > > I - •1..•,, _���� 1�`; PLANS FOR GRADING `"���� / _ � w Q w Q � � � ELEV: 8138.50/41.50 STA: 0+79.83 I IN THIS AREA. - � w v� 8140 ' ' 8154 PROPOSED � � J ~ w cn w ELEV: 8140.50 I I � ! ING A��_ � �j � LANDSCAPE AREA O �n w � STA: 0+00 � I � �/ � pINAGE � � � a a a a � ELEV: 8135.00/38.50 I I I I \ ❑ __= O, /�� f STA: 0+10.30 Cs� FRONT I ------___ _- �� o �, - � � ELEV: 8136.50 OF WALL (TYP) � I ` 63.0 , � - p /�'� -- ; a ��G/ �� Q .,, STA: 0+25.29 ALL ANGLE 2'-4' BOULDER WALL, I I � ;� ,''� � ISTING ROAD � 0.00% 3.00% � (TYP STA: 0+33.83 RE: PLAN VIEW I � RADES TO ! 1.17% 0.00% -3.98% -2.00% DA77lM EI,E'Y ELEV: 8136.50 P ELEV: 8135.50 � I ,--- 0 � O ` _ '�EMAIN � � , � ' . : .. U 8120.00 I I I � I i � � � i / // � I � - -- - ��I � i' � O EXIST. �' RE. UC. & STA: 0+79.83 � � / �/ �` / � DATUM ELEY GROUND-�M DSCAPE FOR ° V: 8135.50 ,°�' I • � 6 0 815 8140.00 (TYP) � WALL DETAILS. � � � � , � � � 8� � �o M� �M �r EXISTING ENZIAN � � �� ��'�`' ,S� ( / PROPOSE TOV 51.3 TRANSFORMER TO ❑ �,� c�o,n �,� �,� BE RELOCATED EXISTING ENZIAN �` ALL PROPOSED � STREET GHT (TYP . �� �� �� �� 0+00 0+50 +79.8 RETAINING WALL & // /� RE: ELE . SITE P AN �� WALK TO REMAI ° / � ^ °° 00 °° °° PRO�ILE-SOUTH � � � i o ( � / CONSTRUCTED W/A 290 a2� � � � R E TA I N I N G W A l_L _ - ,�,� MAx. CROSS SLOPE / ���. � �\ ` \ � 1+00 0+00 _ � / ' � � ��, �� 53 -._ - �� ( i � � � � � � s, � g3 , ` a�� a 8150 / EXISTING EDG\ � � � � Q PRO�I �� - N _ �RIV� -W�ST �OA I �!58. � 59+ � � + � �' C&E� . � '% / /,� a � OF ASPHALTE � � J � � \ � 62.5 0 ��'` � � .;: 8180 / 63.5 ± o . � o �� ��, ,� ' ; �I �� ' ,�h° / zT' SEWER MANHOLE LI s TOV LANDMARK LANE � � � � � \ \ � - a a + � � - - � ✓ ° a a o v: aa. . ` �', � � ❑ 4 .s �%4 &E� SEE LANDSCAPE ' � ° ELEV=8 48.36' ' ROVI ED BY TOVR SKETCH � �� LOW POINT ELEV = 8153.09 F.G. � BACK ' I� / � LOW POINT STA = 0+59.53 T.O.W. OF WALL \ 1 � / I ` WALLEDOWN TO ETAINING � - ,, $�yo 48� 6 ,,'� o � ° ° + 4�,� � PROPOSED PARKING PLANS FOR GRADING ,. ` PVI STA - 0+59.96 CL. CAP) ACCOMMODATE NEW GRADES 4 47•� °D 47• A� � IN THIS AREA. ; � �� N N N� N� 6� 46.1 GAR 7F2Y , / a � S ap - r� M STA: 0+ .67 -' I (RE:ARCH) .�n PVI ELEV = 8152.73 q• / a a a -�� � �_ N� o �� �� �� r � ST . 00 ELEV: 59.00/8157.00 \ \ I O 472 44.8 , � � / a EXISTING WALK ON a �o ,��� st�8 PROPOS D 6 i � N�n �,n �� A.D. = 8.20 �� ��n �n ELEV: 8159. STA: 0+13.33 ENZIAN TO REMAIN 2� �2, � o L � ,I ' � ELEV: 8157.00 8155.00 / � PROPOSED 22 � ` / 8 O , o� � oao �� K = 4.27 �� o ao o� 0 � \ I 4e.s� s.s � ^ 4a.e � � SIDEWA K 8�4 \ -�- � � II II II II STA: 0+00 ° ° 0 48.7 f 46 7 �� 7.1�' � -- o� o� �� �� �� �� �.3% � % ,, ; SNOWMELTED CONCRETE. > > > > ELEV: 8153.00 STA: 0+20 � a .: 4s.5 h�.s � � \ DATUM ELEY � I � ?�. , Y. : . � ,: r �� �c� �c� � I v. �_ ;��; � FORMLIM TSSOF SNOWME TN \� �Y/ Q J Qw ciii�i Nw Q J � � ELEV: 8155.00 � ENZ�/�N a �j � � 4 s' ,� i s 5 a s , �= cn w cn w >> >> cn w cn w 8150.00 � �-,�� 4s.i 4 �. � • �' .%� . ' � `�,.... F.G. � FRONT TO REMAIN �.5 + ��� � A�9 � a �\ � \ ,, \\___" � � > > ->> °0m Ww > > > � OF WALL OBTAIN PERMISSION FROM 4s. � �- �� a� �a N � � �, �. ��% � O 3�9�8 q 2% MAXIMUM CROSS SLOPE . � ` 35.00' vc o ADJOINING PROPERTY OWNER. 4a � ; ,� ON CROSS WALK-8.3� o � � ��;` \„ � � � _ \ a 48. 48. ? . \ �14 ^ g��,�4 -?„ MAX. LONGITUDINAL �/" °/ o � EXISTING STOR \\ \�� .� �\��\.. $�so � � FOR ALL GRADING ANb � � � ' '� .: , % ,, � , �� � � z ,, \\,,-._ 3.s7� ENCROACHMENTS a -- -{�' }5� �� " ' `'° • PA110 SEE �� a °� � ; sEWER ` �,, ,::�:,--- -4.00% -2.00� 4.20� 2.63� ��« 0 2 as. � � 48.65 4 32 � � o. a� 4a o ° i �,.., o � �5 LANDSCAPE) . � ,�5 / . c� ` \ ``��`= �_ o ' a . p . � �� �+�� �+20 I � - TYPE I C & G �� . ' . ����� 4% ���.3 1 If E � I. ��. 8146� � � v . �� � -4.00% '�• � \ .,,, o � %� . v \ $% ,; ; /.. � as.� , � o _ , Q �. �� �� P O�II_E-NOR \�\ � ' __ � _ . � -� c ac c ,�� , o ,�: � � � �A, A , �� 2 \ .._ DA?'Ud� ELEV E TA 1 N 1 N G W A L �� PROPOSED SNOWMELIED � �' � .: � � o PRO� E� nrPE i � I � B140.00 � �- � ° ASPHALT DRIVE. RE: MECH. ; �n' � 0 , � CON TE CURB - �" °� SNOWMELT PLAN FOR a° - 45 s ° a��� a ° - & R � � 00°r° °�°' N N �acOO � I LIMITS OF SNOWMELT. � $�^ ' � 2� : ° � �`` � �� �� �� �� o . a i a ... � NSIT10 ao, ° e � . o\ , �44. � � � � � o _ o �� �� �� �� . . ��� , ENZIAN PROPOSED STAIRS �n .� TO A �� �;� �� � � � , -a � � �: � �_ ; P OSED 1 -3.5 BO ER TO REMAIN (RE:LANDSCAPE & �o� �P '�/ ° � Q 0+00 1+00 1+41.2 WALL OTTOM OF ALL i STRUCTURAL � v 4;• 4`'d'� � 2 g / a �` PROPO D 8�Q4 �'r o° v . a . o \ � CONTRACTOR TO POTHOLE � ` � 4�: 0 8° a2�' 4,�' � �" HYDR T a ��a ° ° SHALL B 0 UCTED 1' STORM PIPE AND PROVIDE, a Xo ioa_, ; a FROM BA WALK). INFORMATION TO AEI FOR i � PROPOSED WALL RE: STRUCTURAL ti s9 �_ '> � a a 41�9 �� 32'X5 �a ° °° °a ° a � P R O�I I-� - N _ �R I V� - �A ST �O A TERMI WAL ' FROM (REMOVE EXISTING STAIRS TO THE EAST ° \� �, �' a LIGNME POTENTIAL DESIGN o d /� °" SECONDA FIRE a. � E NG VAIL SPA LK. MODIFICATIONS PRIOR TO a a - � 4%, -.,�,'�`'°s STAGIN AREA s� ° � a, � , a o. � STATIO WALL CONSTRU TION I� PROPOSED CURB � � ! �� a: �-�'y� � �� �.�- OF CO � � �o HEIGHT VARIES � , tl .a/ TYPE I 4i.ao '�,� �. oa� " ' � � �� N" M� �� "'M � � a 6 a � c & c ry � �� " �, � � a � / ;' GRAPHIC SCALE � � M PROPOSED TRANSFORMER P I � "'�, N�n c°'\,�n c°� °� FOR ENZIAN (SET 1' DR AGE � o° Fy�4 .2 5� m %' ao.s a ° /. \\ �N�•����I o� o� o� °ro ± � . _ . _ ,__ � � _> » BACK FROM WALK) AL � PROPERlY uHE � � � � � � � 4 � ai 2s���� �._�.�,� _ �, � . _._ _ � _- �. o.� ° P' PROPOSED TYPE a � . .� � o io 2o ao •4-�,GESfi �'°�'Z, o_< �j� a: � SAW CUT EXISTING � �,r s.3 PAN � . � � il u u u u u u ii II n _ _ -- 1A ADA RAMP n __ CURB TO 4 ,, _ � � . _ , . , � ---------__ _ „ � s o �a . > > > o . \� o ., . .' a .42 a o,a .` , _ � . , w w a w Q W -'--____ � a � as ` a ° ASPHALT-REGRADE ��°" TRANSITI N �o.s � A �� �.. *`��� : � J �J �J ~w c~i� W � �� �_ . • OVI & REPLACE TO THE �1,� , 5 9.3 a E , N w Nw �w cn � , � �� 8140 � EAST y � � , � IN T ) p�fZ� f� �,: -> `�� >,° a ��,q '� D AGE �� a� / �� FE ��, - - - \ 5• ° PROPOSED 2 � 3 ` � s-� a � _ ',% 1 inch = 20 ft. ''�j°'` •E d P�5;' S > >> >> �� a a �� ��, �G � ' . � / `�> \ � '. �� � ^5�.,• a� �a �n- � �� .t, a x 3s. 2;� '` � a CONCRETE PAN / EE SHEET PK2.1 FOR `a S �A \ a2.s � �3s. � � x PROPOSED 8 �.-�: � � ����� ' � EXISTING EDGE � �� ��, o� � o � � ss. � � o .� � a °� � o � I � �•''•.•,........ 8160 OF ASPHALT PROPOSED 8 CONCRETE .� � \ / ' ` • a ° �.� OF � �� ° a4.s2 4� 4 ( ) � �s CONCRETE PAN FOR FIRE LANE SIGNA o �� ��, �� WALK- ATTACH TO EXISTING � �, � 35:.,. -y• `�8�4 REPLACE 5% / � 2� FIRE LANE STRIPING T ° / �� j 4.08� CURB & GUTTER AT 2% CROSS �����`_ 34.s5 0 l �� 2q a� / � o ' . PROPOSED TYPE COMPLY WITH LOCAL & ° : �' � � �,; -3.8 0% 0.00% 3.00 1.00% 1 SLOPE (CONNECT TO VAIL SPA ����� ° °v� s. � � � /�3� -.-` 8�3 Qr lA ADA RAMP a ° FEDERAL REGULATORY >°, a �� � ;�" '�'��" -1.00� � � � ------------1_ � --_�I V A L K P E R T O W N O F V A I L) +35i 2q �4. ��' a a S T A N D A R D S. a � a . / o8a.,,� ___�____._._-_ � � . 42.97 � .1 a R E L O C A T E S T O P S I G N a y 4> � _ , '��,, � o 0 _._ ,, . o ` - � EXISTING CURB INLET �' � a :� � 4� � -� a � R "��' D TYPE I CONCRETE CURB a a. . � � a � � _ ,, ���� � �\ �-- �a� 34J6• �,�. . S ° � .o� � � ..� a � � � � �a . �4. . .a . . Q . /��� ` �� RIM EL. = 8133.93' P R O P O S E D R E T A I N I N G W A L t���,� P o � o ��� ^� •� 74 �- - a `, � & o/l�R-ATTACH 8 CONCRETE � Q o 0 0 o q ,o �� �e�r a % WALK A 2% CROSS SLOPE. DATU.i! ELE'V _\ ����I.�VV OUT = 8131.58' � & ��,� . ° 3•• " � . � � . �. 17004.00 8140.000 � � ° � � ° ` �° ° ° a %i PROJ N ,;' ���� STRUCTURAL). STEP FOOTER '-,�-��, - \/ �+ \` '� = o a , o � � � , \\ y ``` o ° 4� o JC � 2%y REMOVE EXISTING � -_ ` � / , °' � o � r� � ao \, , �� �� DOWN 15 AT PROPOSED Q ,, a � � 3 � 9 a� a a a a ° _, DRAWN: JEB TSL �° �°? r N �� �� °� - - �`�,,` STORM CROSSING. PROPOSED 8' CONCRETE � ``��'�-,, a a o a ° � � ' BOULDER WALL TO 0 - - ' �`� �`n CO`n �`n `�'`n � - � \ ��� WALK- ATfACH TO A `��```_ �__ . o_._:. _ _ ° , , CONSTRUCT 8 W � ; � ' ' ,.��.�r �,_' ' .� � . ` CHECKED: KAK _ ALK � , �� �� �� �� �� ` �`_�'��, "� ` a PROPOSED 1 -4 Ex�s�NC cuRe & currER � CADD FILE: Strata-Grd ` �� `'Y��T,�n�� ������.({T 2% CROSS SLOPE c� EXISTING CURB INLET , --------- � BOULDER WALL d'� ' ;�•� , Z PROPOSED 2- BOULDER ,< -� � ��, RIM EL. = 8134.06' � 6' � ,�, 0+00 1+00 EXISTING VALLEY IIVLET � �MH . �,,``` � WALL (BOTTOM :1F WALL X- � � ` P RO�I I-� - N _ �R I V� -SO UTH �OA RIM EL. = 8133.87' � ,,`` � INV IN (W 12") = 8131.25 SHALL BE CONSTRUCTED 1� Z BEGIN CURB & ,:� ` ,' " �A�: 12/20/2013 � �« � I N V OU T = 8131.18' � U GUTTER (REMOVE -%° . , „ INV OUT = 81?1.59' �\ � ��, FROM BACK OF WALK) �° � ,�. J,' �/ ��,, � EXISTING CURB & I / � V � / `� cT- , ''���_,,, WEST LIONSHEAD � cu�R� ,�� �oA�n�ic �ocKBS civ j � ' .�� � (�° REVISIONS: � \ '_ � L�%J/�A//� \ �/ � {'°°�� "" 'S" ;, � MAINTAIN EXISTING / EXISTING VALLEY�NI�i- `'`�° �� -_�IRCLE PHONE PEDESTAL -"o � ,°� ° � 1QADDENDUM 1 01/24/2014 ---------_ ��� � i�'�,.,, RIM EL. = 8134.09' `>_- � � _ _ // �� _�f��y \ �� � ` i '�-�: ���" ��� �,�� ,���� _ R,�, r�^, `'��, X�STin�„ � ASI 001R1 09/09/2014 PVI STA = 0+69.14 PVI STA = 0+29.93 PVI STA = 1+04.85 PVI ELEV = 8145.02 PVI ELEV = 8141.88 � � � �VI ELEV = 8146.96 �M o0 � � K = 3.34 0� � a�d � M oo ao � � � � o A.D. -5.39 ' ' - ' N � � � � N � ° � C�OZ ARCHITECTURE �"� �F o0 N � c0 � O � N � N � O r� �p c0 p O p � d� tn � r I� � 0 o N°°°� a,° r r� K = 3.00 0 .�: �' ao co r�i � cfl A.D. _ -6.00 0 � � ao �r�ci � � ��ri o ao 18.00' VC � r M c� �' � '"� � � ao � � + �' � N � c° � oi r� K = 5.00 rn M o� c� ao � � �r °o� oo� rn �.,� o� c� � 18.00 VC o ca + o ao + + � � r � o o � � �n > � o � + + + � � � O� �j � . � 00 d- �O +r �-� -I-� +� + r � . � 00 d� �O p� 0 � O N p`� � d- p� � i"� N d' M r � � O DO O 00 + pJ �. M �� O� p �pp �00�00 p oD p pp pr) �O �O O � � � I� � � � � �- M + M 00 d" (O � oD � II II � 00 O o0 + + II II II II II II II II ap + <t � + +o `�' � +d- +O � 'n � O °0 N • + + N ao �- oo �- II II II ao + -F,- O� p� II II II II II II �' d" N .- r� o N � N ao � ap ao II II � � O p �p II II �� �� p a p +� O.- O.- M � N � I I > > > > � w O oJ a0 pp Q a w O 00 00 pp + � O + II � II �� � Q W Q W Q L�1 J > a W U U fN II Qw QW QW W II �t O W W � a > > > > > �� „ r � � � � � + � „ �� �� �� a w STRATA VAIL W II �� II II II II II II Q � � J F- � F- � �- � Q w W (n � J U II J�J J II -� > > > W (n W N N � E-- J W W j > > > Q> �W (n w(n W �j W N�j > > Q> � � � � N W W Q w Q W Q J � J Q W Q W N W � N w (n W > > m m Q J QW FW HW Q J QW HW HW .. .. U U (n U � LJ � J H w (n W � � �w w 8160 a� ��a� � a ~ �� cnw w v w � W � m cn cn w N ~ w c~i� w > - � a � � � � � > > o � � a > > c� m > > > > > > � 30.00' V N � >> cn w �-w cn�8160 W 8160 8160 � 100/ CD'S � � �� a a a � a �� a a �a '-'-' '-`� m m � � � � � � � � � � � d SHEET TITLE: 0 2.00� -4.34� � - SITE GRADING � -1.94% 2.00% 0. 8% 6.00% 4.34% 2.71% � �' 6 8.00% --- -� 2.42% 2. % 8. Oq -8.22% J 4.00% � 7.15% 1.00 4.00% 4.00% � 2.00% � 0 8140 $•00q 4.57� _ _g.38 o PLAN 0 8140 140 -5.22% 2.00 4.94% -1.29% 8140 a 2.00% 2.00% o 0 � a DATUM ELEY DATU�! ELEV DATU�1! ELEY DATUM ELEV � 8130.00 B130.00 B130.00 B130.00 � SCALE:As Noted o, I� 00 N � 00 N a0 a0 I� � O� t0 O � � 00� i�� �� O N� I�� �a. a0 c0� I�N � O� ON 00� r� �N � � �� �N �o � �� �N �o � �� � � � � � SHEET NUMBER: .� �. �. �. �. ,� �- �- � � � �� ,� Ki � oo ad �o -� ,-� .-� �� �� ,-� ,-� ��' ��' d'�r �d- �� �� d'd- � � ro� �� ro� � ro� �� �� � �� ro� � �� �� �� �� �� � � � v � 1+00 0+00 1+00 0+00 0+00 2+00 1+00 0+00 � � � PRO�IL� -CL S_ �RIV� - �IR� PRO�IL� -CL S_ �RIV� -GARAG� PRO�IL� -S_ �RIV� - N � �OA PRO�II_� -S. �RIV� - NW �OA 0 0 � 0 > 0 � a _ -- - `` Q � ` - STORM MANHOLE m INSTALL TEMPORARY 24 CMP, ' ) -J �! WVERT8E 0.5 S " INSTALL 53.2 LF 24" RCP � INSTALL 27 LF 24" RCP � 0.8� INVERT (SW- 88157.0 � 41 LF � 3.6%. RESET EXISTING FLARED END SECTION. ( > �fl C N I t E C 1 U fl E � 24 4 NV. IN AR 150E87 SECTIONS. CONNECTION INV. = 8154.92 FL=8154.9� � � Z o 24" INV. IN =8147.23 � � 24" INV. OUT = 8154.69 a Z ��o z � _ �"� z � z N 24" INV. OUT =8145.74 ? _ n^M Q � � � N� Q �o Q o� 24 INV. OUT =8149.36 4 F ,p � .�.- � N� � �� � R.C.P. 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BOX 97 \ \ �\ �/ _ � / _ T . / / ���� + �`� �'o v � �� � \� - - - I 970 926D337 0L0 FA�X�9 61 3 90 � � � � � 1 � �° ° . °�' o PROPOSED 2'x3' VALLEY INLE / /L' "� ` i w .�� � o+oo o+so.sz � � � - �� � _ _ � � � � �, . ��' �,' RIM = 8151.23 FL � � ° �'� \ i � � 0+00 � � ` - � � � � /',/ /o ? INV IN E -47.8 � ��� �`�-�� � _ � � � / � )_ / � < / \ ` / : ?� �� I r�.� "_: -_� _� � � � � � � INV IN (W)-47.8 � � STORM SEWER PROFILE 1A STORM SEWER PROFILE 1B - �� � � � - -- -� ' ° ° ' � � �� � � � � � ; 10 INV. OUT =8147.6 i � � 03.31.2014 HORIZONTAL SCALE: 1'=20' �\\ � �\ �� \ \ � \ � o� / �6p O � - � � � ` I l I VERTICAL SCALE: 1"=20' HORIZONTAL SCALE: 1'=20' � \� � � �\� \ �� � � '�`O , PROPOSED 10� PVC � 8 O 8�55 \ I � � ! 8� l � I O7.�S.ZO�4 v�ncn� scn�: �•=20' � � � �� � �� �� �� ._ sg_ � � � � � � ___ � � AT 2.9%- CONNECT + / / SS _� � � � � � �� ������ \\ i ( TO MECHANICAL >SEE LANDSCAPE & / I , �, I \ ; i � i � � �\\ �� \ \ �� L,�6�9' � INV = 8147.5 � MEC'riANICAL PLANS FOR.� / , __\ \ � � � � ✓ � i i �, � �� \ � � \ / I � PROPOSED DRAINS OVER �' J � � � �� � � �\ Q � \ � \ � �� � STRUCTURE & PLANTER \ � \ ; � �, 9 1\ � � � � 1--� C� . � ' J l �\ � � � / - , �` ,,. � �,� DRAIN� ��PICAL) \� i : _ - -� �/ \\\�'. m 1 1 � � \ , � I � � � I I � � � \ 8,� , � I f / � u'•n N N N� � .�''-, �� I I � \ � �. PROVIDE Ei�PAP�SION � ��, � ' � � / ^°% � > N� °'•N�:°D J ,� I � � I � �/ � JOINTS WHERE �CONCRI=TE �� \ �N M M M II ? �v� a oo N �� oo � 6, � � � 'I j PAVEMENT ABU 7S � u � � . �i OT' siss ��' \ ' II � ���U } I�M� � pj� . N I , ' � � ii i� � M�� o �� �, STRUCTURE (Tl PICAL) � L� \ �� `. � ii x ° � � Q ,� o � � � � '�,, � � �� - SEE LANDSCAPE & � ' ? �z z�m�F F a� ' °N.> Q n c� W M � � � 1 � � �� R� I p I � < \ � i�AF�HANICAL PLANS FOR- ----� � ��;% � ,� m X� vFi. -'M`a X X�n'X " 3 z�' �n.->a � 1 � � � � O� \ PR�.,��OSE� DRAINS OVER y j' � , v f G'% r v% / �MW MM ^W� N •2v� ��p,e s � � � \ \ I . . O . � �� TZJCTUkE (TYPICAL) \ I . / � UM v W(V �W 3�v � � s " ae � O � I I G� . c�ao:� �3� ao���� � ��� Nm'r� �X � � I � � \ � . - FII ?� gFWF Nzzz� � �� ??O a NZp X I I io \ I � � O � / j f O � _. N�» WJJ�»» R' »> ��» > I I � ..-���/ ,�/ . . „ / � w�?? �zz�zzzz a zzz a�?? � ? z 1 I � � I � O I � ! /i 816 �� � I � � I v � w °� EXISTING PROPOSED I I I O � � � � / � a �' ao 3 =No� GRWND GRADE I � I � II I� I /J � �� �3154 /"; W � ` � ° a 4'� I ,.. _=_e __� _- __. � � I I � 1 � I I � m J .__ .�_ .�.� _ / � / U' C7 � � C7 L� , � �- .�. .- .- _ ... / .I F F ? 0D ? �w o . _ - ._ _ - - - -� °� 21 15" Pvco�. _ � � _ �❑ � PROVIDE EXNA�;SI�y � �' � / x x ' x � , MECH INV 15" - si4a.a I I � JOINTS NHERE CUi�..•,.__TE \ � N cn N n N cn�c� 3.6' DEFLECT10N - - - - �- PER P2.OP-16 I � I I I I .`-� , r-� ^���" r:�� - � � �;• � _ - oF � W W XZ X WN- ` 814 W - w ,s° ° � o g5 �F 15" SDR 35 P C O 5.8 7 6 � 1 �� � PAVEM�NT AEiJTS a _ .- y°°` J � I I � P� STRUC'TURt �'fYPICAL) � � i - - -» - - _ - e .- . I .. I (� ALL PVC STORM PIPING ✓ ❑� � � ; �� / � ST +51.55 r I _ _ �/ O PROP. S" SANITARY ELEV: 8144.17 -- - � s�R 35 P v c o �•3� � � � � SHA L L B E S D R 3 5 U.N.0. _ _ _ _ - _ _ _ - �z � � � SEWER (BLDG B SERVICE) � � � � I � - � � SEE ARCH, LANDSC{'�PE & = _ - - - - - -' � PROP. QWEST I I I PROPOSED 12 � % .: \ / / I PROPOSED 12 AREA % / � MECHANICAL PLAN.., FOR SERVICE CON UITS I I \ AREA DRAIN ( � � �EXISTING 15" RCP 11.6 LF 15' SDR PROP. PRIMARY ELECTRIC. i � I I I � DRAIN � % � E, INTO 1 p PROPOSED DRAIN�; OVER � ��r / � DATUM EI.EV 35 PVC O 1.0% SWEEP BELOW STORM RIM =8159.2 RIM =8157.2 ; / ECHANICAL STRUCTURE (TYP!�JAL) i!, 815 � 8120.00 I I� I � � I� INV. OUT 554?04 INV. IN =52.9 j / � �, _ $144.32 B�Sp \ �o � I � '� INV. OUT =50.6 � , _ � � -t / - 4 � ❑ � � 0° cO � "' � ALL PVC STORM "' � °' o � � I I � � %� � ' � 1 8 L F P R O O S E D i / � - -- O ao � Ki ui ao o � � „ � '� '� � � � � PIPING SHALL BE � ° � � � � � � •� PROFILE 1 B ,� � � � � � � � 10�PVC O 209� i � � / . l l � � � � � � � � � � � � � ao�� ao ao ao I � � 58 LF PROPOSED � °' �� � �/ �/ � � GRADE ELEVATION INVERT SDR 35 U.N.O. ,''; i I ! II `� .� ` 10� PVC O Z°Je 1)3 0 ��, I � , I O \ o a ,� EXISTING� I \ �, r , �„ > � ` � d� - - %,� �8¢S., �� �_ - ` � , � \ / ` a � o+oo i+oo 2+0o I � � - ��_ �, - ` Q � � � O � ` \ \J/ �o i -r3-15F� - � � � - � _ � � � i<� � i � � '_�� r �� ❑ � ,o STORM SEWER PROFILE 2B � � � PROPdSED 12",AREA -., � , .�,_ -. � � ' i � � ,- . ., _ pRAIN ` f �' PROPOSED 12° AREA � - ❑ \ � �'� i i�a � l � � �IM =�157.5 � �� �/ �� 13 LF 10° DRA�N �I_ _ ._ � / i , _ -- - � NV. Ol'JT = 54.� / / PVC � 2% RIM =8151„7_ _� --I , � i 1 � � \ � � / INV. IN 10 - 47.0 i � � INV. OUT 10" = 44. i - a � \ � �/ / � I i / _. � � � / PROPOSED -{� i � � �o � �&';`� � z � � � � � I DISCONNECT EXISTING ROOF DRAIN 21•5 LF 15 �-� ; \�� � i i 874g � - � _ � � < Pvc o �., � � �I, � � �� O �_ ' ;� � } o � � _ � FROM SANITARY LINE AND CAP. i, � , ,, _� -_'� � !�11�/ '• � o CONNECT NEW 6 EXTERIOR ROOF DRAIN � � ' �� ;�� , � '� � � \ � � _ \ / , ,� � >� � J� � � Z r � LINE (RE: BEAUDIN-GANZE MECH. J � _ � / �� X,o°�°�°�°� N w o < ,°� -< z W � �J � � PLANS.) TO PROPOSED 6 STORM LINE. � � � / \ � a � � � o`y�•r� }o i� ao o a � • � ? \ � � � �^� II o Qa �ao n a � o > W z >- \ \ A �x, \ / � \ � � ° ' �p a \� N W� EXIST1NG � o'� w � �� � � ro � � „ a a ,,� [,J�, � \\ ����� o�o....� �3 W�� � � W a� r� � -: � � � � I PROPOSED 15 AREA , GQ 14 , � Q / � '� II ??? GROUND �o �ro� < ao >cn EXISTINC � °o �o r� a �c ��»• °w a � • n a3 GROUND a ocn �u~i _ � ao � �', a o � ��� a n z� � '°� >� � � � � DRAIN RIM =8149.1 �., \ - � �, `[ z �; o.. , �, a�??° vwi°° °�> � � �o • � - - ��00 ro °4°0• II \ " - � ; � • �� � � N W3 �3 \ \ � � INV. IN 15 42.8 � i � 9 � � � � �a a�_ ° o INV OUT 426 � ^ �� _ _ . �3 Z o ~ oai ��a,g Nm °w'�a __ N�� � N��� . 15" _ . � ` � � � � � � � ' �� J ""-_ _. . ..___ d�. O W . .. ._ • . . ' -. ....._ .� _ _ _ _ _ . - ' � N"• , � � � � � R -F - �.. a cn N II� a w ao cu'n vi 0° �, �� _p�W c3 \ � � �-- � `-q_ �, �;� � 8� � ' " 816 .� _ ` - o o w� $ n ° °W °W `�°°>> o � �\ � � : C � � �.c� < � ; / /` V 46� '" ° ��� PROPOSED .-,• � � � • o w o � II z z a II z z z � � : , _ c ,'OJ ��1 a �� �- ��� GRADE � - � - � - 816 - a v� a�? a u3i a� a�°° a�z'z_o �' \\\\\ _._i RS r _ PROPOSED 2 z3` VALLEY � ��i \ 1, \ / , ,.. i � .. �� X � ° a ,` , ��� � ��� � � � INLET RIM = 8142.� .,o ` -- \ � °. � � I PROPOSED� \\ � 45' � � .-. 152.3 LF 10" PVC � 2.00% �e GRADE �- -� � _ ' � a � �� \� 15" INV. IN (NW) =8137.7 � L�, � � � � �`' ° ,� � -- _ �� 12° INV. IN NE =8137.45 ' ` \ / o� ° :- � a ,' '� ` ° o I DA7'UM ELEV DA?'Ua! ELEY � - - SUMP = 81 5.3 � � • �-� _ a �5 � �: � 15" INV. OUT(S) =8136.8 = ' � ''� � � � � - !,� TIE INTO 10" MECHAN ° /� � � �°27.8 LF 10" - 1 � �'16.5 LF 10"'-' I� - � ' 19.� LF 10' // ,: PROFILE � D I' ` � 1jF11- ? INV. = 8140 (INSTA a ° / � � ��s � PVC C�D -1.02%�PVC � -1.02� VC � -1.82� J, P 49: ' �i" 10"X12� REDUCER) \ �� o . � . � ,I 8140.0 3.4 LF 10" B145.00 ``�` '�'' a PVC � 2.92� N rn �rn a,o, a, rn N� � PROPOSED 80 LF 6" INSTALL 6"x6"x4" WYE, STA 0+47.6, i p SE� � 5. ��;� y o ,, �� a •� �� �� �o � '� �� �r; SDR35 PVC O 3.009� i INV=39.09. INSTALL 4" SDR35 PVC„ 12" VC - ,'a �`` 45'+11 1 8�� °' � / v. \\. �r �D d- �� `��n `� � C°� `D LINE � 2� MIN. TO CONNECT TO 4 •' . i�a. � R ,�. �� a � `;:\, � �� ��� �� � � �� 3.4 LF 10" � ROOF DRAIN LINE EXTENDED FROM \ ` � HORZ. B DS . ��, � ., EXISTING� PROPOSED INVERT HORIZONTAL SCALE: 1"=20' PVC � 2.92% � � ' '� � , ,a � ° E�vnnoN VERTICAL SCALE: 1'=20' UNDER GARAGE SLAB. RE: PLAN VIEW. �� ' / ° GRADE SAWCUT EXISIING ASPHALT & CONCRETE � , ` 4 . . �7 FOR CONDUIT STORM & WATER SERVICE RE: BEAUDIN-GANZE MECH. PLANS. � �, �;�> �, a °� � a�� ��° � 0 00 1+00 1+58.14 0 00 0+73.71 ' <: � P � LE �' 8 � P S D INSTALL `� f ' �' ° �� ° ° a a °"s va � � � INSTALLATION. REPLACE ASPHALT__PER PROPOSED 13 LF 4 SDR35 PVC O 29� 0 0 E '�, � a , �� Qm . HORIZONTAL SCALE: 1"=20' " " Y INLE ��ULATIO �'� , � . r*i. . � ASPHALT DRIVE SECTION DETAIL, G`�07. � / ,/ , � STORM SEWER PROFILE 1C �RTICAL SCALE: 1•_zo� TORM SEWER PROFILE 2C � - - � !� . �� � ' � Y� ` � � / ° ° °` I'� ° ` � � � ` REPLACE CONCRETE TO MATCH EXISTI�AG. !�4" INV. = 39.35 ' �,,° � a� ° . . l i / , a � � PROPO ED 72 LF 65 � �' �' r � o a a a :J ` _ � O 7.3� ��.:_, � � � � 8�Q � a , _� _ � . _ ,� . : 15" PVC _,_ -- , -- , - _ _ _ < , � •, e ' �P � \ �, . ' ao rn . �i _ �� � PROPOSED 12" AREA DRAIN ' � ° �°a r o o � � � - / � � � 1 G ° `n � � � _ . - � , � \ � �, 22.5' RIM 8141A � °�� ; ,�; �` G a � '� ° ° \ ' � � ��� � CONNECT 4° PVC OUTLET REPLACE EXISTI INLET W/2'x3' / ° , �� ;i4�__ �N ` r,-� ° a � a . .o ° o.a . � `� ';\� � � ��q,� �� � TO EXISTING STORM LINE. CURB INLE TH 3'x3' BOX ' / .,y. ° ` � � � ° a �. �� � / � F�: � a p a , ������,a PROP D RI - 4.47 FL / � : �� +�' � a a a �, n,' , \ ,s ° o a . / � � �,,`�,,,,PVC_WALL �E o `���\ PROPOSED 4" PERFO NV IN (NE)EXISTING - 8131.92 � ,,� / , �., ;, rb ,, �53�� � ,_ a ° , a � �F�• ��r �. „ o, o �.7N�8134.=0 '� � ., PVC WALL D INE O INV IN (NW)EXISTING - 8132.2 �' � �,,� -- i - ,:" ♦ ' FF a � o.; °.o ° '�, ��• ..•••••,,�� ° Z �„� ., \ _ � � ° ° a a `:/ �y� �, ' � ��\ a )� . � , � � � 2.9%a��l"=8134.5 INV IN (N) 15" PVC 8131.4 �// ;-''- v�\/ % \ � �. � � �--��jl$I� M 2lV*> � j� W � `\\\�\\� ., .. . � . . � � ' � � � � ,�� _ .N Z w W m Z o ��\.�,, , � , ' �\ INV OUT (S)EX 15" RCP = 31. � % � � 'R - � ° ° ° ° ° \ �a a � � � . .� > �o . . W W ,,\\,-�ROPOSE9 6:5 LF 6 :. �� -- � --- SUMP = 8128.24 y,^ / % � � � 8� %;�' \� a , a FFS�. a � ° TE O ..� \ ° " Pl - ,r_, : \ a o m M M� o W g . INSTALL 6'x6 x4 WYE, STA 0+47.6, z m � � .- � � .. . � \ � � � _ � \ . �o .� a: / ' . , �� � rn ri o �QR� PV�� 10690 -, __ � r :� �a .,� � a a o o a . , a a a, M : . ��,� • o � � , ,, , � p �, `�, �,' � /� �' -� � ' � . o a_ .ELE. i �, `%�� *� ` � i .; � o z Q a o . a N � �� �X�S � ' --- , . +/ ,= % .�, , � \ �, _.y_ _ ' a,:_ EI� �'��`:°� �'L� . a �j r a , � �fZ�j ['�' r* � m � INV 39.09. INSTALL 4 SDR35 PVC x � � II p _ � = LINE O 2X MIN. TO CONNECT TO 4 o EXISTING CURB INLET `��_' _ T//�/G `a a� � � ��� / � a \ a �� . _� . a a a a FFS a r� - �'•.p � 8160 � � ° • ROOF DRAIN LINE EXTENDED FROM � x M � � � �- 37 !�� � _ _ ", � ° o a ° o o .`. o ��J'/ �''•L�, ��.�S'� z�>o r c�� � z � RIM EL. = 8133.93' '--_ , C _� '�` � - � %'�tr2� � F W z w • UNDER GARAGE SLAB. RE: PLAN VIEW. r= • �� CONNECT WALL DRAIN T6� �- -� � '� ,,;o � �- �'1'4�� � � ° � a • � X�X$w 5 a Fw N RE: BEAUDIN-GANZE MECH. PLANS. �' a �� �INV OUT = 8131 58� � � ���, �� ' � � � ir -- s _ � o� \ � a ° _�' '.+•',�' w�w az°� � X o � w , �� �� ' 6 LINE W� 4 SOLID PVC ��� ' -� �, � � °� � � �. !�. e � ,: . ,. `'d�j a a o a a a a F CC}�- _ ' � �a w� Q EXISTING � ����\ L/Q/V ��.<�'�-_ _�.� _ � --~ �' � � �^. � a v ° �� � ` o 0 a f- ENZIAN EXISTING ROUND IS SHOWN � ,, .\ �\ SHEq� .. �` _�\ � �; o � �: e �,_ .-T _ , a. / \ � ° ° ° a ,ES °'-. ��. �,. ° Z PARKING APPROX IN THIS AREA. rn �'�-. � � CIR��E PROPOSED 14.0 LF 6 Q �, - � c� _ z DISCONNECT EXISIING ROOF DRAIN FROM � ����� � � - , - -� � - - \ Z - .� SDR35 PVC O 3.00% � \`�' � _ - � � \ F� SANITARY LINE AND CAP. CONNECT NEW �_,_ ����� � ORE E�I��IAI �TNt�L'�� a. a o `,�` : ,� a � 1 �� _ ,_ . ... �_ � m � .y= -- � � .-- = " ��6' EXTERIOR ROOF DRAIN LINE (RE: ���\���, , FOR NEW 6� PVC�PfR�E, ��, �- - _ _�. - - � �. _ _ � - � � xo _- BEAUDIN-GANZE MECH. PLANS.) TO -, ����� � ��-,`'--_ ___ __ ___ ° �1.6 LF 15° SDR \ _ W J v 1 �' INSTALL 6" PVC 45' BENDS �"- ^ � 8140 ,; PROPOSED 6' STORM LINE. E,��� ����� ___ ___________ 35 PVC � 1.090 cP � �v-- �v = 80 LF 6" SDR35 _ ,� • �" ��f�� � __����� Z EXISTING CURB INLET �n �, r , I ' . <' ` STA=0+20.96, EL V=8138.29 PVC � 3.00% �`,,,\ � RIM EL. = 8134.06' � 6' ; /" i\� ' .� PR��. N�. 17004.00 PROPOSED WALL. S P FOOTER INV=40.63 XISTING VALLE1�\IN'L�EL ��P'- -� \` � � / _ � INV IN (W 12") - 8131.25' - < � � M EL. 813 87' � ` `,,, k - Z �-° ,- ..< . �-�D O W N 1 5" T O A L L O S T O R M T O - �i• / � �� ' kc, INV OUT - 8131.18' c> � � i W�q �RflRQSED 6 INV=8131.56 � <` PASS OVER FOOTER. CONTRACTOR TO POTHOLE EXISTIN� IV OUT = 81�1.59' / ��` PN� ELjEO __,_` ` `\`\p � �, . , DRAWN: JEB .5 LF 6�� SDR35 PVC 106% ROOF DRAIN/SANITARY CONNECTION dc � PROVIDE INFO. TO ENGINEER FOR ` `� � / A DA?'UM EI.E'V STA=0+14.44 ELEV=8131.3 POSSIBLE REDESIGN IN THIS AREA. � ___ __ �, . �R s�oEwA�k Ex�srin,� as._:£�p \\��'� � �P.�o N � < - ' _. . CHECKED: KAK B120.00 � EXISTING VALLEY INLE _ ��'�-____ -o �NN pP 14.0 LF 6' SDR35 HORIZONTAL SCALE: 1"-20' RIM EL. - 8134.09' �F �_-_ _____-___'__\ �ON�RE� �\��,,\ ����� CADD FILE: Strata-Storm PVC � 3.00% - - � �"�� VERTICAL SCALE: 1"=20' a°D � ��ST � • •� ; � INV IN (W 12") = 8131.00' �i� �, \ � CORE EXISTING INLET FOR �� �o� � INV IN (N 15") = 8131.03' EXISTING VALLEY LET C �S° \\ \�� 1:,r ��1�: 10/31/11 6" PVC PENETRATION. � � EXISTING����PROPOSED INVERT 00°° INV OUT = 8130.98' RIM EL. = 813 . 2' ��Mp � �� � � CONTRACTOR SHALL POTHOLE EXISIING UT1LI11ES & PROVIDE INFORMATION GRADE EI.EVAT1oN -�� INV IN = OJ4' , ,- \ TO THE ENGINEER TO RESOLVE POSSIBLE CONFLICTS PRIOR TO THE START REVISIONS: INV 0 = 813 .65' �, �� �� ;� OF THE STORM SEWER INSTALLATION. IF POSSIBLE CONFLICT(S) CANNOT 0+00 1+00.76 � �i,�� � � 1 J W'� CONTRACTOR TO CONTACT UTILITY COMPANY(S) AND 1QADDENDUM 1 01/24/2014 GRAPHIC SCALE AN EASEMENT SHALL BE \\ , "�� ��� �! � COORDINATEDFOR THE LOWERIN�/RELOCAl10N OF THE U1ILITY LINE(S) AS STORM SEWER PROFILE 1D 20 o io 20 ,w 80 OBTAINED PRIOR TO ANY WORK � �,� � !�Y'�a I � � � REQUIRED TO ALLOW FOR THE INSTALLAl10N OF THE STORM SEWER. ASI OO1R1 09/09/2014 ON THE MARRIOTT PROPERTY. � j i � CONTRACTOR TO PROVIDE I � I i � eX�ST�NG ENGINEER WITH EXISTING � ( IN FEET ) STORM SEWER ELEVATIONS _ I :i �8 RCp � � 1 inch = 20 ft. PRIOR TO THE START OF WORK EXISTING CURB INL ;; LIONSHEAD PLACE` RIM EL. = 8133.4' � 'i SNOWMELTED CQOZ ARCHITECTURE MARRIOTT INV IN (N) 8128.6' i � CONCRETE INV IN (W) EXISTING = 8130.0' �r � � INV OUT = 8128.6' I� � , � TO THE EXTENT THAT ANY AREA OF THE SNOW MELTED ROADWAY IN LIONSHEAD � ° � 1 PLACE IS DISTURBED, SPLICING OF THE SNOW MELT TUBING IS NOT ALLOWED AND STRATA VAIL D R A I N A G E N O TE S ��� � U THE SNOW MELT TUBING FOR THE ENTIRE ZONE MUST BE REPLACED BACK TO THE `� � 4 A P P R O P R I A T E M A N I F O L D S E R V I N G T H E Z O N E T H A T I S T O B E R E M O V E D A N D 1 O O% C D�S REPLACED.WRITTEN APPROVAL FOR ANY WORK IN OR ON LIONSHEAD PLACE MUST 1. All storm drains and culverts shall be constructed in accordance with the Technical Specifications and TOV specifications. � Q �° � BE OBTAINED FROM THE TOWN OF VAIL AND THE ARRABELLE METRO DISTRICT SHEET TITLE: 2. Types of structures refer to the Colorado Department of Transportation M & S Standards, CDOT Specifications, or are included In the details. � � � � i ° I PRIOR TO THE COMMENCEMENT OF ANY WORK IN OR ON LIONSHEAD � 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 ' ; , o � \\ , , �' any construction. / � Q � �'���, �'��,, �'���, � \ � � � STORM SEWER PLAN 0 4. All drain pipes shall be installed with the required bedding. /f; �/ ,� � \�'� _, �'��,,, I1�' AND PROFILE � 5. Elevations shown are at pipe invert unless otherwise shown. � ' � � � � 6. All standard storm drain structures are subject to modification by the Engineer to meet field requirements. i' �" � �' �� � \ `�'' ��� i ° 7. Maintain draina ge awa y from all buildin gs. / � ; � � J.p! o % ,� z ,�� � �,�� �_ �, 8. Inlet boxes to be oversized to accommodate pi pe size where necessar y. Provide AASHTO HS-20 truck load rated to p slab to accommodate grate and frame for oversized � � \_, ��� S C A�E:A S N o t e d � boxes. � � � / � ` SHEET NUMBER: € 9. All Reinforced Concrete Pipe Joints shall utilize plastic Gasket Joints which shall be in accordance with AASHTO M198 and ASTM C443 (standard specs. for joints for circular ; i � � � y concrete pipe using rubber gaskets) �/ � � � � � 10. Pipe lengths indicated are slope lengths measured along the centerline of pipe from inside face of box to inside face of box. ��" �' � �-, � � i�l��;. 11. Drainage facilities must be inspected and maintained as required to assure the facilities are functioning properly. , � 12. Contractor shall comply with the terms and conditions of the CDPHE Stormwater Permit. f� ; � , �r \ � ■ , m � 3 :� . / 7 ' . L- .-._ ._ - � -a � -_- --_ ,, , 0 0 n 0 > O F a � EXISTING CAN _ - CONCRETE BRIDGE COLUMN �PEDESTAL _ - - - - - - - - - - - __ , ---- �, -- --�------- ----------------- -------- - - ------ PER HOLY CROSS EPJERGY-SWITCHGEARS CAN EXISTING ELECTRIC CONDUITS TO REMAIN. - �. -------------- ., - - -------------------.----------- - --- ��C N I t E C 1 U fl E ---------------------------- � CiL' if'11<tIV UF'F LIN� FGK AF'�h'�V1�IM/�iI�tLT L�.7 IiUI�iIRHlrTti'f: IV �l.'iI'IVLt i3t: FKVV�IiJE GLGV. G_T -------------___�____� . _____ _-------- - ANY -"�tN�'�- �'-`�`' E"P` WEEKS WHILE RELOCATION TAKES PLACE. INFORMATION TO ENGINEER TO DETERMINE IF T --- ���+ � -'------- _____ ` PROPOSED TRANSFORM�R � SOUTH FRONTAGE ROAD CONTRACTOR TO COORDINATE WITH H.C.E. RELOCATION & CDOT UTILITY PERMIT IS REQUIRED. \ Il��� ��� ����� --------------- ��F:�'�NING �HALL CONFORM TO � ________________________________ HOLY CROSS ENERGY - - � I ��un¢� ���4 _ � INTERCEPT EXISTING CONDUIT • SCREENING SPECIFICATIONS - -' "����� - ALL UTILITIES INSTALLED - - - ��L OI�tDHt�-&- EXISTING COMCAS� C:AN CONDUITS TO REMAIN ��ll���.�� ����Il _------- �- '� �`�-� � ALL WORK IN THE R.O.W. -�� _ I��anll�l��y �- - -- - r r IN THE CDOT ROW SHALL _- :: - --- SHALL CONFORM TO ��3)_ " FOR ELECTRIC - -- _ � =_� _ � - - — �_ _ _ � CDOT SPECIFICATIONS HAVE 4' MIN. COVER. - RESET EXIST. CDOT_ELEC. j INSTALL (�:) �4' CAN CONDUIT. --- - � _ � ��n��n� ���a44�o���� LOWER EXISTING ELEC. VAULT OUT OF PROPOSED EXISTING ELECTRIC - � - ' _ � - INSTALL (6) 4" CENTURYLINK INSTALL M(6) 4" CENTURYLINK INSTALL (4) 6" � „ SIDEWALK AND RELOCATE / IN`�T�4LL (7) 4" VAULT TO REMAIN � - -E - � CONDUITS WEST TO EXISTING ELECTRIC + (4) 4 COMCAST CONDUITS. CONDUITS & (3) 4 INSTALL (6) 4 CENTURYLINK LINES IN THIS AREA. _ ___ _ � V A U L T T O B E R E M O V E D. E X I S T I�I G M E T E R. Gtivi'v?'�!!�!K � CONNECT TO EXISTING VAULT CONDUITS FOR ELECTRIC + (2) 4" CO M CA S T C ON DUI T S. ^� ��� ��Tc j � . � �� � I .1 C���Vi.av� �., � � � -----------------�1k�-�A��-.�P-A-BRI�!€�11��4� -------------- --------- ------- ----------------- -------- ----- ------- -- EL TEL ---- ' - --------------- _ '_���__C____"_'_____ _�___�____._ ____�_.____�___ __ — . '_____"""_'___________________________ - � PROPOSED EXISTING SWEEP ELECTRIC � -� � T T�' ALPI N E ----------------------- -- INSTALL (6) 4"��� _ ___ _ _ � (4) 6" & (2) 4" „SWEEP ELECTRIC � RELOCATED SWITCHGEAR TO BELOW PROPOSED � � I - - � �, CONDUITS BYPASS CONDUIT BELOW ,� � / � � SWITCHGEARS. °E F��!�CAT�n, / STORM �-�j- � �, ,-- � - QWEST CONDUITS -----�___ , f J - � � - __ - - . __ _ __ `�._ ��. TRANSFORMER VAULTS PRO�OSED STORM \ - ; / - - - - - - - - - -- - '-- - - - ' � � .\ ,/ - _ _ ---_----_-----_----___----- ----- - - _ __ __ - -- - -_-� - .� � - - - - - - - - - - - - - � - � • L�WFR EXISTING CAN IN .� � _ � - � � � ` THIS AREA AS NEEDEf_` �'� - � - - , - a�50 `� \ � � � � �- f�� = = i " � � PPH � . � ,,.,.� _P,1T�� '���-=�-�- .�,1T � PJT PJT � ��� �� PPH PJT PJT = \, ��� ��� � -- -- PPH �, E N G I N E E R I N G I I� .i �` i ' � PPH � PPH PPH PJT \\ PJT _� � � rt ; PPH \ /1�T0 MAINTAIN MIN. Cn,il�� i — PPH , g16� � Q�- � � � �, � PpH i; r \�� I — � PPH � INSTALL (2) 4 > �� �_- _ �.�. � � � �/ \ � i �j � � j — v h � / � ! - EDWARDS BUSINESS CENTER � � PPH INSTALL PROPOSED UM1-35L VAULT OVER EXISTING _ - ��- _ ,' ' I �_ l i ,+, �✓ PPH �'.� 34520 US HWY 6 P.O. BOX 97 � _ ,ppH CAN CONDUIT. - - -= �! i+ •" I � `� = _ _ , _ - _ o , , f_-.--EXISTING CENTURYLINK ppH � , LINES. CONNECT PROPOSED CONDUITS INTO VAULT. �� �-- �,- ��� �'� � �--- �� -� �� ' � � ��- ° �- � -�°'`l ' '�- -' - - - -- - _ _ OMMUNICATIONS VAULT - - � _ -_ - _ ,�- --� - �. � -- ----- --- p-F=�� R= , `° � �1� 970 926D3370LOFA�X�9 61 3 90 ,� x H� � { i i CONTRACTOR TO POTHOLE EXISTING ELECTRIC LINES � I "r�E'�`��� ._� - -� � ;,�'�'�! ��r� _ .�`- �'�... SG ��SG _ -� �. PE �`� i _ �' ��i v yr � �' o - ��°'�" - ._ C - � � PRIOR TO CONSTRUCTION. A CDOT UTILITY PERMIT ___ - - �� - .,.; -� — � -� � -- ��° - � I _. � ���-'-F���� PE � ���_ ,,PE PE ,` PE PE FC P PEI PE -- - r � � � E � II - INSTALL N PEDESTAL OVER " — -� . _ _ !� � 'i En c�11NG FLF_�T�t<<: �..�? _ _- _ I I�-- � � � WILL BE REQUIRED IF THE PROPOSED CONDUIT OR - - �� ti --" ����- =--- �' , EXISTING LINES & SPLICE � � � .... ., ,- �/� INSTALL 1 4" CONDUIT \�� -----�� ^'�. -- D�CAN LINES TO EXI TING _,r a� Pr J I'� I, ✓�"pi'► T� "° 't�y(� a" ' �I]� � I � n` » r � I . � � VA T N T IN . W � — ,-- �� � PT , �;��. —,� PTV — PTV . � SE: - � � � � UL EED BE THE R � --�-- � ��•-- .--... � .,�i. 'iit r�. � , - — SEE I SET BELOW � 4.. , Prv �� Rie o....,_— ��_ —^ o� N �F ��� �t�� - - rt — �� -�-� rE -�� �- � - „ - CON !TS IN u�AU L(1N � ' -� - f ' � - � � T„ = _� pTV -- PTV ` � T ' � '/ F9R CDOT �A......9l_F rE! '!_ 2a°� o �� � '� s, /J' LT. _ 03.31.2014 FOR NTINUATION � � f � � r � / � � i v PTV � � ,. ` '. �� ,• •: C � , i � / � 1, �, CW �—� _ � PTV I ,..... ... .......... , , 11�kSSAG�.__sI�N• �;, � � b a � I i 07.15.2014 � � � � ' I , PROPOS�O RELOCATED ------ ` �-�� I J '1 ° I' , ._... • Q r - ___ --- ' -(;UT AND �AP EXISTING ,! . , � i ME� . ���R CDOf -_ -- ___ _ , - __. �� c��v�,.�_ _ e�i��j-r. c���.,ti�ti � - � � � ' � ' ' ���,_8�; � � � �` � k,��� ;,; _' ���� _- ��\, _ �� _-��,,� - �� �f 'I �' � J UwS SERVICE AT MAIN �� � . � ' � � � EXISTING ELECTRI� AS SHOWN � �' � � � / ,, �, � �� , , T , 2 ► � < ,I ` -� � , � I�-�: --- - ----- -- -- _..�,� _ - --_ _ - ,z�- - - - - -- - �_ _ I � ��;` � W � � � � IS APPROXIMATE v`�►ND HAS�VOT w�T-�� �.. ' , � �� ' - - - - - - - - �, ,_ _ -� _. �- �-_ - -__ - - - - I I ��` '� ,•, _ . � } ,. _ , , „ ,, - i,- - _ / • 6 �, �-` �_� , I BEEN FIELD LOCATED WEST 60F � � - _. '� � _ -I- , -�- ���`-. I-� . \ � � � � �� T�— waT- ``"�� -- - - - ; � � �. , � -_ / ' PROPOSED CAS ; I _ �. _ , . , , ,� ; -� � ., � _�,i�._L�� � � 1 �\ �, � i� �Q!° / ,' � �\ �,\ (�,'; � e... _ � _ �,_ , __ , _ �.� ,�, \ �;. __ - _ ,� . � \ WAT� WAT ,,- � EXISTING VAULT. ° � � � ` , ' -�__ � M� r 0 ` � � SERVICE LII�l. � � � / I'P;OPOSED Tl�'ANSFORM!L-.RS - •�ti � � � EXISTING CATV RISER �e� � �' v; INSTAI,�� ��4) 6' �t (� 4 � � , = �' , � a � _ � � ,�� i ��;�;` ' � �, � -�r� EXISTING CATV LOCATION AS I ' ,, �, � �-� i�� , ; ___, , � a�'��'� ' � , �'� ',;�.-' � � ���s �� _ � , TO BE REMOVED. �'� � ��- . COND�J!r;.� R ELEC - �� / F,EMOVE i- SHOWN IS APPROXIMATE AND „- 8 � O ` < o ' IMST,/�'�LL �EC(�RID�ARY ELEC�RIC CONDUITS " l��" ./ ����Q��_._, ' � ;:" ° �F'F� OSE S TlNG 'I ; I � i � �`� / "-� � � � _` ��► �, , .� \� HAS NOT BEEN FIELD LOCATED. 876 � REMOVE EXISTING - � � � FfiJM TF'ANSF� �� `< � �" ;��'�F�OCA�t�S ���, � � �'V'`z.�.. ' � r � ,, -�� � , R�IvIERS TO IBLDG (SEE �� � 1 �.� , � J , � _E , � �� �� AP EXISZ?�IG � � �,, �EV�� � ��-���-� INSTALL TV PEDESTAL OVER EXISTING LINES -.;�, ELECTRIC VAULT � � � � ,, � -����� SHEET� E1.02 E=1.03 FOR, FEEDER � -- � � , ��� � (�� _»�� �'�� 0 ��� _ ���� j ,I G�4S MAIN ; / '��,,, � - �_ � �'�' - & SPLICE NEW, RELOCATED CATV LINES TO �` , �' NUM,3�R�, SIZ� E) I::LEV. = 8147.5 P,EMOVE p ' F�.01 � �_ - - , SS ; \c = � _ �_ AB,,�NDON & REMOVE EXISTING ' � _ �::::°3�!�G G..�'., � \ �;�' ;` � � � �--.��� _ ,, ;- - T�, ���` `J���� EXISTING. CONTRACTOR TO COORDINATE , ., , � � � , , � ' / � 'a� ;�! .' (� '� � ' � � � � �F;r � ' � �� � �;,����l L, 0 ,/ � � � � � � � �� � � �,�,� INSTALL 2 4 CAN CGiND�!- EF►':CTRIC �'�NDUITS AFTER � �, �cRVI�,�_. �:i � , i� � � � � / �\_, � .,` WITH COMCAST TO MAINTAIN CATV SERVICE �, �. �. � � � � - _ I , � �. T F'0� B / ' % ,,; / f � TO VAIL SPA & THE ENZIAN. `, � 1 (FROM PE . TO BLDG). �'=0"-� P ,OPOSEC LECTRI(; >_� � � �� �j ,; � i � � �/ ;; ,,`` � ' �,, CON��; � � , � � � , �, m P�LOCATION @S COM�'LETE \\ � (��,,ON -,�/ AR W. ��; � �� � , _ , �U �� , , � , , � I I �'' � � �/ �J,�N�li�oi.�'�' . . �V=55.17 ;%� f/ ; �;- �,:i- ���,,`\ �, ��,,,Ji :� INSTALL (1) 4 CATV CONDUIT � � � > �; � ,�` ,,_. , , 0 > '; FOR RELOCAl10N OF THE -� / , \\\\ � � ,�� � ,� , -_ "' ' � !t�STALI_. 2 �">PHONE C�N�)�U!f M �%� ; `� �� '�� !i , /, � / -1 � � <'• '�CI ' �('; •� �� "� _�, i� �� l (V � �� � .. CONS'fRUC'IlON f WI�P�AND THE , _ CONTRAC~i`�F��TO COORDIIv",TE WI�FI �; t / /,s� , / , � , � �1\ ENZIAN CAN SERViCE. ' < < o �� _ ��-� / , _ COORDINATE WORK ON ADJACENT � � \ TME ..�OUr.(.;E Gi � ��R cu � • ,. � ` �' Q� ,r/;• � // '` � �/ PROPERTY WITH PROPERTY OWNER � N � POWEI�_REI�!�!!?EI�!EP� ,� �,.A�� �. ELECTRICAL CONTRACTOf; �•OR �E /� ;� o � _� � AND REPLACE LANDSCAPING TO ° � 1 � ���� d�E c:UVKU���: �!; WITH I-�OLY PP.F!'•ISE ENTRY LOCA��''���__� ' ' � �� C R O S S E N E R �_ C_ � E TIOi�i. � � �Q'O ,/r `� �' � i EQUAL OR BETTER CONDITIONS ; 1 ` � � �' ° � ��' , � � � � ' ;' Z � '' � "� � i � r �, � � -i � � � � � �" � ABANDON EXISTING � � � � �� � �� � , � � a��� ;;� �h� � � � � �' � O , , VAIL SPA ELECTRIC CONDUITS �� —�-T ���ftE-�':�NTRA(`?'�RS R�SPONSIBILITY T(3 ' < , � / � % � h � � ' \� �. ,_, I�_ _ ,_. , ELECTRIC�`�L/MECHANICF�L TO , _,,�,`�ING SITE UT1LI TO `�� / � ' %' � `° � �-� �. / � Q M�Orv'iiii�i�TE iNi i H THE �JTILITY COMPANIES AND TO �- \�t � ,� C��NP-iFCT \ � \ / I I I CO AL�_ CONDUIT Nl1MBER �"�'� _' P�� "' �' UTILITIES- � E ! � � / �� � '" ' ii11N EXISTING UTI�IIITY SEI�VICE AS RE(;;!UIRED. � � � 1� ; � � ; � TEMPORA�RY UTILITY RELOCATION:;i MAY BE NE���=E�cOR SI S RVICING BUILDING , MECHANICAL PLAN ; OR � ''��`; � � � ` % `� � \�,,` � � � � 1 I � � . . ._. � ' �ONI1NUAT10N WIT1,•i� TH� � � / a�s4 / , \ � _ �,\ � � � , , ,, ,, ,' � I � � � / , ; \ I � I I � 1 � i�_� '� QUILDING `\ '' / % % � ` /;t/ � � � ,, \ '���1 �, � � � � � � � � , , , �� � �, � � � � , � � � � � � � � \�� � /� � � , � �� � ,� � � � J � � � � � _° ��� ��� � � � ��� i�� !�� � � A � � � �. � i !� � � � � I I � � � � ; � � 4' MINIMUM BURY FOR ,�� � ABANDON & FtFE�nG�rf,•: �' � � � l ll � ������,` � � � � � � � , �"� ;- i � � � � I � � ' _ ALLOW I_1TILITIES SH , EXISTiNG ELE.,;f�l.: , , �,� ; � y�� y , ' � i RE:;M� 23c DISPOSE OF U �SS SF�ECIFIC CON,�U � SERVICE & �'RANk�f"����tER ` � ;/ 8�5 � � �h`� U 8�Q REMOVE EXISTING ELECTRIC � I LL �X4S'11NG BUILDING ELEVA�T�01�"� � , IOT��D I `� ; i � ���/ � � � INSTALL (6) 4 � TRANSFORMER RELOCATE ; 5«r���Jl��� IuIETERS � � � ��� � � � � � � � � � QWEST CONDUITS ENZIAN SERVICE PRIOR TO � � -- � ` �, ����� �;� ;� � . /�� � � = REMOVAL � �� , �� ��� �� '" � � � r�� � � � — � ; , I � � � .� � � � 1 1 � I r � �1�� � , � ° / ; � ; / ; Q , � .�\ � i � ` I .� � � � _ �� o � / ; �, l � i �/ - � � � � � �'� � � � � �� � _ _-- � � ii /�� , ���� �� i %� �� ��' � � � � � ' ' � / , `�- � \ � I �' - � ,�, � � + ,� � , ; � �,� , .'� � � �� — ippl � ° / � � ` �< � � � � � � 815C, . . � � � � , � �� � PPH i I , ` � � ' � � � / ,. � � l �n � � � J � �� � '--����s i � � `� � ��� / P PH � PPH � PPH � � � � � $ ; s" � REMOVE /� � � �o'� � � � � ` � � � � PPH PPH � � � � � f �� � � EXISTING � �_l ,�- � � � �� � �� • � - �- , . _ �/.�� - - - - - - - �� � 'i ;' �\ \I i �� , � � � ,y, SERVICES �NSTALL FFt.OM EX. QWEST RISER / ;�,+ /' \ � � � � � �� � � � ��' EN ZI AN � �-- ------� � ����� (2) 4� PNONE CONDUIT �;TO BLeJG) � �� %� �'� �,� , - �'�� THE EXISTING UTILITIES SHOWN WERE SURFACE LOCAT�D�AND � � � � � I � � y D ON MEETINGS WITH UTILITY COMPANIES AND ARE i ', � \ �� � RECONNECT ENZIAN i , � ` J, SEE�MECri FOR CONTINUATION � � � � � ` � / � � \ � ' � � ' � ��� P�IJILDING. 225 PAIR > ,� % � � � � � CATV� MAINTAIN � � , . ,�jr �� �' �' � 1 � ASS ED TO BE AT STANDARD DEPTH FROM THE EXISTING � � � ' � ,� , � I �, ,�� ILAt�E�_PER QWEST � ! � ' � �� 8� 8 0�� �� .,�._ , � � � � ,� -� CONTINUOUS TV SERVICE. __ __�� i ' , ; � , \ \ � UTILITY LINES SHOULD BE POTHOLED PRIOR TO � , , i i d ,�� ,�, ; � 4 GRA , . TIE CONDUITS INTO EXISTING -�' � , y , ' � � / � �� CON�TRUCTION FOR EXACT DEPTHS AND LOCATIONS. � CENTURYLINK COMMUNICATIONS VAULT � � ' � ' ' / � � ° � �,; �,J / %�;' � � � :\ I` ' SH ,A�LOW UTILITIES ARE ASSUMED AT 3'-5' DEPTH AND �� � � APPROXIMATE LOCAl10N � � � � ��� �; , ,��� � % � F \, WATER AT 7'-8' DEPTH. EXISTING SERVICE LINES TO THE � ' � � ' ' ' I , , �� � ,_ ; ' r , ws '����!' BUILDIId�C$, SHOULD BE CUT AND CAPPED AT THE MAIN LINES � � �� \ �, I i ____ ____ xo � ` / , � 4, '� ` ` `��;`�AND THE��#��/ICE LINES REMOVED UNLESS NOTED OTHERWISE. � � ' / � � � _ �. o � _ , / , o , \ �,,,`` �� _ . , � / o � F._ 1 � z _ ,J . �. ° , , _,� � o ., ��\ � � �; � � � � a � � ° , �..' �, , ' � , � � o � ��� ' ��� � � � � I � � � � o % - �� [�. r `� �.; �;� � � ���� � l.. � � �f' i � g�4��, .- � �� � `� COORDINATE ELECTRIC SERVICE � � \` "o `�� � ��� ;" / L; �. �`_ � ''��, � , r, pE i o � �< r ?� /�_ � ��3�-� � �=�__ RELOCATION WITH ENZIAN. � � \, � � �� � �� � �� � � � � ` � _, „ . � �, ENZIAN ELECTRIC MUST REMAIN � " � `` ... , � '� . : � r ' �°' �'`�'�������1 �� � � / ' � � � � � � �' ��'' ' � IN SERVICE AT ALL TIMES. , w � ����. �� � '� �° � � � `� o ' � I ���� � INSTALL SECONDARY ELECTRIC �� � �� � �� ��� � /'� , ' �` �� ��� � ��°� ,�� � ��� ; CONDUITS & PULL WIRE FOR � �� ��� �. � _ �� � CONTACT AEI IF FOUNDATION WALLS ARE NOT �'���. SAWCUT EXISTING ASPHALT & CONCRETE RELOCATED ENZIAN SERVICE ` � �� �. �� -� �"" � / ,� p CONSTRUCTED AS ONE-SIDED WALLS. CONTRACTOR \ FOR CONDUIT, STORM & WATER SERVICE ��'" (M A T C H N U M B E R & S I Z E S O F � � ���� ��� \ �� � �� ,�� IN ALL ��`j 4 �. S H A L L T A K E M E A S U R E S T O M I N I M I Z E D I F F E R E N T I A L � � / C D l � f ��I D E R T_ S E T T L E M E N T I N T H E A R E A B E T W E E N T H E S H O R I N G INSTALLATION. REPLACE ASPHALT PER w EXISTING CONDUITS). � ��� ��.,, \� �` %� 8'�A �.�� \ "� -�;,,,' „ „ a � '` � � .y cWAWY F 7R SI ,,� ASPHALT DRIVE SECTION DETAIL, C1.07. EN ZI AN �,, e � • � \� --� i ,�' % 'GH11NG ` WALL AND BUILDING WALL WHERE STORM AND � R E P L A C E C O N C R E T E T O M A T C H E X I S T I N G. I '�', �i \ � / /� / �/ � '-��� '� UTILITY PIPES ARE ENTERING THE BUILDING AND LOWER EXISTING GAS & 0 � � \ � \ , �;' ° � , WHERE HARDSCAPE IS LOCATED ON TOP OF THESE A. 1� \ � PHONE, TO PROVIDE MINIMUM � � � .� �,� , j . "�,.......!R� , , , � ,�� , `�'•�'C,ISfi '' '°r AS MAY REQUIRED ZONES. CONTRACTOR SHALL PREPARE A � -�<� PROPOSED a B� PROPOSED SIDEWALK \ �`� � \\ � \ `, � / a �° _ s ` j -_ �� DESCRIPTION & DETAILS AS TO THE MEANS AND � ;��.� �'Z' TRANSFORMER (ENZIAN) ' � � � �,,, % ° /; w METHODS THAT WILL BE IMPLEMENTED AND OR / �'';-; _ _ _ _ SET TRANSFORMER SITE WALL AND GRADING � , \ 8 ,a o . a c ° � v ( I .��� � �� e' ° ° INSTALLED TO PROVIDE LONG TERM PROTECTION _ - � -� -° 1' FROM WALK - - - - - - �" �� ' �`��� ' ��� , ���' '� ' ; ' �\��� FOR ALL HARDSCAPE ON TOP OF DIFFERENT �,:,p�fZ� f'�' ��* — -------------- i / � ° �° � � �`` •F d P��S. ,: � � _ -------------------- _=! � w � � � � � � , .�, , RTSC, P L _____ BACKFILL ZONES AND FOR ALL CULVE IPES �' _ �r.�� '---_ _ � INSTALL (2) 4 2��5 PAIR AVAII �BLE ' ����� �Q�'� �N� - �: / \ ��,.....•�,.*�` � / --���, ,, \ ELECTRIC CONDUITS ` � �, ' ° ° ° A KFI �,� AND CONDUITS THAT PASS THROU H B L �� AT� �'���; � 814p �'� �� TO RELOCATED FRO EXIS G RISER �� �� ,, ��, `; � � ° " ���� ,� � � � ZONES AND ADJACENT TO STRUCTURES. � - o a . � �. 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L� i �5 � , ,, R�M - ,- n• _.--_, ��.: �, � � 3,�� � �� ,. � -a o a° � ,�>, � DRAWN: JEB, TSL TE wAT . �� �6R�c�.;i��HALL CONFORM TO �,_._, �?- ___ pE: � ���� .. QE �� � VAULT t,�►DJUST D TO , � rT � � �� _ , , �EL/ wAT� _ �� ,. ,,�v\I�LI� G�� E�vtR�v ��_,, - �� PE _ - - , ' �, FINIS�iED GRADE) �a a° � 1 \ � � D. KAK LI � _ � / � � T � � -�" � '��ENING SPECIFICATIONS ''�_. � _ �� _,z:, pE� �� / ° ° 'TEL�° / s � � �-. ��, 0 0 - - A. _. WA � �_ �� ��, �� P.F. � � _ -.- — % / , r. T�'L�- a , � � , - , ��T!=A, - -- ' ' _ — — — _ _ \ ',`\ , `\\ � �',,,```= ` `� ,-F — P �._ PE /--� �f ___ - ; , � _ CADD FILE: Utils _ _ � � � . , , - �� � � '� � �� L (2) 4 CTRIC ' ` � �. , ; _ . , •� , , j , = — �- � '� IN STAL " ELE �� � -�_ � -- � � ' � `` � ' I � _ �, �. _� , , �- � �� � � � � � � `-- - � -- -- , CONDUITS TO RELOCATED -_ _ ��;�����-,,,,�; ,-� . 10/31/11 � �- /�� Fkis ST /� � ` -''---- - -- SWF�r P'E B�OW � ,. L . DATE• � l I l l � N� NS �----- � � � ENZIAN OR�4E_ � - _ , - � ' � T/ O c� EXISTING CURB INLET � ��� �"`� � � ,� �2 _ NE .�C�6t w � � �� ,- � pkuPOSE"J STP�RM :- ' !_ � . ' , :` � ` � REVISIONS: EXISTING VALLEY INLET CMp _ bQ' �u� E�• �, � PROPOSED UTILI'���J c1� n � ' _ � � �� . � RIM EL. = 8133.87' � \ � � iNV �Jr �R'�ELOW EXISTING �, �INSTALL ,. RYLINK SERVICE �, / `:• 1QADDENDUM 1 01/24/2014 INV OUT = 8131.59' -, �_, , ' ;;_.! .ES AS REQUIRED. � FROM I .`i�G PEDESTAL ' ��� � : l / � � � ! �� ` EX�st�NC 1 ,: _ VIDE M�iv. �nVER (TYP)• "'= �/ ,' (2)� JNDUITS /� _ ASI 001R1 09/09/2014 � � EXISTING VALLE�� .NI,EJ � �M� � � � � ` � � /� � � --- EXISTING LEGEN� RIM EL. = 8134.09� � � � F�-,s - _ - � �� � , ''', INV IN (W 12") = 8131.00' '�� T/iyC . ��, '� \ / E� ELECTRIC MANHOLE OVERHEAD ELECTRICAL LINE PROPOSE� LEGEN� � ���;NV IN (N 15") = 8131.03' EXISIING � t__ LET �5�� —f __, \ �� ��, CQOZ ARCHITECTURE iINV �1T = 8130.98' RIM EL. = 8134.i2' � � CM,�� �a' �� �� � �R ISTI,NG UTILITIES S REQUIRE� �S SEWER MANHOLE - �LE ELE EtB- BURIED ELECTRICAL LINE p,,, � / ���,, INV IN = 8130.74' �� � '� yL PROPOSED WATERLINE W/ FH & GV � ���,, INV OUT = 813 .65 �� � j �\ � T k�0�/IDE UTILITY COM ANY MIN. STORM MANHOLE - cas cas cas- BURIED GAS LINE Y � ,, C� R AND TO AVOID C NFLICTS WITH - TEL TEL TEL- BURIED PHONE LINE s PROPOSED SANITARY SEWER W/MH � r--.. ��11�` ., �!� P .O O�ED �TORM SEWE . WATER MANHOLE ' � �"� , / STRATA VAIL ,,_J ` riN sAN s BURIED SEWER LINE PROPOSED WATER SERVICE _ ` � �" F '%'�� � 1O o � TELEPHONE MANHOLE � '�� FS\ I�4 � � � 1 OO�0 CD S �r wAr �' BURIED WATER LINE PROPOSED SANITARY SEWER SERVICE � � Ek�s �_ ��, UNKNOWN MANHOLE -� �, - [i � T��/G •° �''\. CLEAN OUT - crv CTV CTV- BURIED CABLE TV LINE PE PE PE PROPOSED PRIMARY ELECTRIC — !� �8" RC� � I � _ , � � ; SHEET TITLE: m PPH PPH PPH PROPOSED CENTURYLINK TELEPHONE EXISTING CURB INL -� ,� � Z_�.� SHALLOW UTILITY _ � F_n Fo Fo - BURIED FIBER OPTIC TV OR PHONE LINE � � II , „I '�� J GAS VALVE RIM EL. - 8133.4' � _ � "' `� PLAN � CMP PFO PFO PFO PROPOSED CENTURYLINK FIBER OPTIC INV IN (N) = 8128.6' , i � ` - �� N � WATER VALVE INV IN (W) EXISTING = 8130.0' '� � �� ' � � ELECTRIC PEDESTAL PG PG PG PROPOSED XCEL GAS INV OUT = 8128.6' I �� �� � - `�� �: FIRE HYDRANT � tiY° PTV PTV � PROPOSED COMCAST CATV & PEDESTAL / I � � ' ' ° GM GAS METER � TELEPHONE PEDESTAL � ° PROPOSED COMCAST & CENTURYLINK / GRAPHIC SCALE SCALE:AS Noted � EM ELECTRIC METER � STORM INLET PJT PJT PJT COAXIAL, F.O. &/OR PHONE � �I �`'� � SG PROPOSED SWITCHGEAR � !'��\ �/ �° ' 20 0 10 20 40 8o SHEET NUMBER: � 0 CABLE N PEDESTAL TRANSFORMER � � � � o I � � � I �, � PROPOSED TRANSFORMER / ,\\ ,,\ � ���� � � � � y � / Q � ���, '� ,, ( IN FEET ) � � \ � - � i � / ` \�'��, ``� 1 inch - 20 ft. ■ °� '�� ��_ � / � ` ��� � '���, �'��, s � ; m � � _ '��,, '���i 0 � 0 > O F a O� � � � ��-� � �-� � �-� � „ 4 4„ 4 6" -� � �-� � �-� � �- 11" $ _ � �_ � ��_� � �=� � � � I � � � �_� � � � � _ _� � �_� -���-� 24» ��_ ��_���- �-� I � i� -� � �-� I -i i i-i 0 0 � ;�= 6 i i-i i i �flCNI1ECtU�E �iiii i ii ;�� i i iiii�� 24' _i i i � : i i-i i ���� ��� ������ � � �_� 24'° � ���- �ann�� 2��� �� � �� I �I � � i � � �-�� _� � � i I���I� � 24" l���nIl�.��9 cC�Il�m��.� ����Il � � �_� � i!- � � '_ - ��a�an� 3�30��0���� _� � � � 25„ � 25�� _ 60 - g j � - o - III _ � �� 1=1 I J.� %_ _ , III_ „ 25 � 6» �I�-�� � - � _ _ SECTION $4�� //� � SECTION " � �-I I I� ALPI N E 5 j I I-I » � 6 �-I I I- s = = _ �-,-,- - _ - NOTES 3 SECTION � - � $4„ _ _ 1 . TYPICAL SWITCHGEAR OUTLINE ENGINEERING INC 2. LIFTING HANDLES (4) PER VAULT SECTION 3. LIFTING HOLES 84�� 84�� EDWARDS BUSINESS CENTER 3� 4. BACKFILL TO BE WELL COMPACTED 34520 US HWY 6 P.O. BOX 97 EDWARDS, COLORADO 81632 � 5. SOIL UNDER BASE TO BE UNDISTURBED 970 926-3373 FAX 926-3390 m m OR WELL COMPACTED 84" 6. (6) KNOCKOUTS 8"X12" PER VAULT SECTION 7. CONDUIT(S) INSTALLED THROUGH KNOCKOUTS SHALL BE GROUTED �� 03.31.2014 8. BOND #2 COPPER INTO GROUND SYSTEM 34 07.15.2014 WITH ROD AND NEUTRAL PAD CENTERED ON VAULT I 84�� I 96�� 3 TRANSFORMER ON PAD 84" 84" NOTES 3 1 . TYPICAL TRANSFORMER OUTLINE �� 2. LIF-fING HANDLES (2) PER VAULT SECTION 3 84 3. LIFTING HOLES �� � � 4. BACKFILL TO BE WELL COMPACTED gq. - 5. SOIL UNDER BASE TO BE UNDISTURBED PAD CENTERED ON VAULT VAULT CENTERED ON BASE PAD CENTERED ON VAULT OR WELL COMPACTED SWITCHGEAR ON PAD NOTES 6. (6) KNOCKOUTS 8"X12" PER VAULT SECTION 7. CONDUIT(S) INSTALLED THROUGH 1. TYPICAL MANHOLE OUTLINE KNOCKOUTS SHALL BE GROUTED 2. LIFTING HANDLES (2) PER VAULT SECTION 3. LI�fING HOLES 8. BOND #2 COPPER INTO GROUND SYSTEM 4. BACKF�LL TO BE WELL COMPACTED WITH ROD AND NEUTRAL 5. SOIL UNDER BASE TO BE UNDISTURBED OR WELL COMPACTED 5 lice Vault (500 MCM or Future UMl -1 1 S) THREE PHASE TRANS. VAULT (500 KVA & Lar er) SWITCHGEAR VAULT 6. (6) KNOCKOUTS 8"x�2" PER VAULT SECTION p VAULT CENTERED ON BASE g 7. CONDUIT(S) INSTALLED THROUGH KNOCKOUTS SHALL BE GROUTED 1 - 40200 Large Base -3,600 Ibs. � 1 - 40200 Large Base -3,600 Ibs. 1 - 40200 Large Base -3,600 �bs. g, BOND #2 COPPER INTO GROUND SYSTEM 3 - 40800 Vault, 6'x2'H -3,000 Ibs. Each 2 - 40800 Vault, 6'x2'H -3,000 Ibs. Each VAULT CENTERED ON BASE 3 - 40800 Vault, 6'x2'H -3,000 Ibs. Each WITH ROD AND NEUTRA� 1 - 40420 Pad -4,200 Ibs. 1 - 40500 Pad, 3Phase -3,400 Ibs. 1 - 40600 Pad, Switch ear -1,700 Ibs. � 3 PHASE 500 KVA OR LARGER APPENDIX APPENDIX ��� � LARGE APPENDIX O ° �� � � SWITCHGEAR VAULT �� ��� � f10LY CROSS ENERGY TRANSFORMER VAULT ��% f10LY CROSS ENERGY �, f10LY CROSS ENERGY SPLICE VAULT UMl -35L � � �°� � UM1 -1 1 S w � ' SPECIFICATION � SPECIFICATION `�°�� SPECIFICATION �- UM 1 -3 5 Q � � J *(�� 3 FINISH ROAD GRADE 3' � O FINISH ROAD GRADE Z 5�_��� BACKFILL WITH APPROVED � Q SUITABLE ONSITE MATERIAL BACKFILL WITH APPROVED � 1.25 X CULVERT OUTSIDE DIA. (MIN.) / OR 3/4" SCREENED ROCK. � SUITABLE ONSITE MATERIAL '� w ' ' ` Cover *(1) ADAPTERS CAN BE C�m �j� � �� �.: � � OR 3/4" SCREENED ROCK. J � MOUNTED ON ANY �� / i TRENCH BACKFILL�_� � ��� PROVIDE 2-FOOT OF i� � � •� •' 2% Flowline ANGLE o o � �i � �� � PROVIDE 2-FOOT OF _ ;' � . i 0' TO 359'. O �\� �� � 3/4" ROADBASE OR o 3 4" ROADBASE OR � � �� '� 2�_p, � �� �� � � 3�4" SCREENED ROCK � y��� � � / � 3/4" SCREENED ROCK � i,,� /\�j� j/\�j� N� E OR1/2'R MINU�S MATERIAL o m � z 'c Z OR SCREENED ON-SITE � DUCTILE IRON GRATE W 3/4" ROAD BASE / •- �� 1-1/2" MINUS MATERIAL SECTI ON AT FLOWLI N E � � � � \ _ ,_ �-�._ AS APPROVED BY ENGINEER. � / CAST IRON FRAME i/��/ �� � --�`��,-�.�_� �_.._ AS APPROVED BY ENGINEER. I -;'�.�•��--�� I�� *(1) ���� � \ N . ` WARNING TAPE � N ���� R Trench forming procedure �\ ;n Q NEENAH Heavy Duty Trench Drain, Model ��� �� WARNING TAPE available on NEENAH website. R-4990-HX with Type D Solid Cover �� ��` �\ BEDDING � � INLET AND OUTLET 15 ��� ��• ZONE ELECTRIC (2) 4" � �� ADAPTERS AVAILABLE 4" Standard Neenah Type X THRU 15" � � � � � � Cover 26" wide. Cut cover �� �/� CONDUITS FROM VAULT QWEST PHONE & FIBER Support Frame. Length 1 \� \�� TO TRANSFORMER ��,� (6) 4" CONDUITS FROM per sidewalk width. to match walkway width 1 ���� �� ��� COMCAST CATV & F.O. � VAULT TO VAULT UNDISTURBED / /�� ��� � Q� SOIL \�/ ��\� . ELECTRIC (3) 6" (2) 4" CONDUITS FROM - z o PRIMARY FROM VAULT TO PEDESTAL & , ��� ������-i' Q,°�� ,�I� � VARIABLE 3.63" VARIABLE OVERALL ��� /\ � � VAULT TO VAULT OUT ADJACENT LOT ELEG SERVICE (4'�) /� � � ��'`� �'`-��\\� � \� INVERT � HEIGHT * 2 �j�% �j - � ' ` ( ) � / � �� (IF REQUIRED) � . / � �oi,F ��' � ' OUT ETS TYPES OF HEI HT 4��-15�� \��� ���\ �� �� �� �� ��. �� � ,� i� i� \� �� \� �� WITH WATERTIGHT � � ���/�/,\/�/�/�/,�/��`/�'/��`/���/�/\/�/•`/� NOTE: 6" MIN. SEPARATION BETWEEN � ,i v �� �� � • ADAPTERS PIPE SUBGRADE NRORIVALS INY REAS OFAHIGH�GROUND WATER. CATV/PHONE CONDUITS , i ��i ,ti° � � FOR: NOTE: . // // �� �\ . ti ADS N-12 , , SDR-35 SEWER 6��MIN. C U L VE R T B E D D I N G D E TA I L E L E C TR I C TR E N C H PROVIDE CLAY CHECK DAMS � 100� SCHEDULE 40 DWV *(2) MAXIMUM INTERVALS IN AREAS OF HIGH GROUND WATER. CORRUGATED PVC RECOMMENDED Scale: 1" = 2'-0" I N LET EN D ' OU TLET EN D RIBBED PVC OVERALL HEIGHT 10� TYP I C A L J 01 N T TR E N C H s�a�e: �" = 2'-0" No�s: 15" AREA INLET CNYLOPLAST� 1. USE CDOT CLASS B OR P CONCRETE SIDEWALK CHASE - - - N.T.S. :ti A � A STREET TYPE 16 VALLEY r_ _i � I I . . � LIP OF PAN/EGDE OF ASPHALT RCP ' 2'x3' SLAB TOP OPENING FRAME AND GRATE 1 2 3/4 ��� i i o 0 O �, N i'7 FOR FRAME & GRATE � d. �. . � �. ��/, . � a. - - - ���.•�s'r"'''�Cy� ;- - - , - .. " � , � � 6" TYP. 3'-0" `�� ��+�- � cuRe'F�o\wuNE � � �''�; JOINT DETAIL " � �'� ; 1 , �-,� ��.� \ � 2.00' � ;�WALL THICKNESS VARIES _ _ _ RISER 4'-0" #; . 13.50" ; 5.0" , _-_.-...-._-._-_. fZQj ! DRAINAREA = 62.7 SQ. INCH ; LIFTING INSERTS RCP �_ �',A ' * � � GRATE HAS H-20 (HEAVY TRAFFlC) � TYP.' P LAN VI E W 9�:'� �`�'��� � � � DOT RAl1NG BACK OF CURB (2)PER SECTION � �.��'�,p � ' CF' '� O O QUALITY: MATERIAL SHALL � ; ; `: � � a.' - <. . M CONFORM TO ASTM A48 - CLASS 30B � ' r�' �� SLAB TOP �� SEE JOINT < ° ag _; . � � � O O pAINT: CASIINGS ARE FURNISHED * � � 3 00 -- 4 �t � , . -- --- , ° ° a a a a �- - ^ � � WITH A BLACK PAINT � � LANDSCAPED AREA ;______ __ :; �� DETAIL ° � � 1� - ---- - - �' � - - - - - - ww �- � m � O �� I -O - - I - - - w �Q . a I I N �� SEE GEOTECHNICAL REPORT FOR HINGED GRATE COVER m m EXAMPLE OVERSIZE CURB INLET-PLAN VIEW a, �� BACKFILL RECOMMENDATIONS FOR EASY ACCESS * �� (1) ADAPTORS CAN BE O O ° � DRAINBOARD (MIRADRAIN MOUNTED ON ANY ANGLE 0 I I PROJ. NO. 1�004.00 o• TO 359• LI FTI N G � � O � DRAWN: JEB FREE DRAINING 3/4° WASHED ° �n� ° � RIM ELEVATION, STATION o 6000 OR EQUIV.)\\ ROCK, WRAPPED IN FILTER � � IN ORMA TION.TTHIEE ABRICATORFSHAL� PROVID�SHOP DRAWINGSN OR APR ROVAL AND OFFSET POINT OVERS ZE CURB �NLETS ti �\ I�N SERTS f FABRIC (MIRAFI 140N OR EQUIV.) PRIOR TO THE INSTALLATION OF CURB INLETS. (SLAB THICKNESS VARIES, �' I I I� �I � CHECKED: KAK CONCREfE " "(1) SEE SHOP DRAWINGS) _ �Z CAST IRON GRATE �� 2. CURB INLET SIZES INDICATED ARE INSIDE OF BOX DIMENSIONS. PAVEMENT I I I I _ . I I I I o CADD FILE: DETAILS SITE WALL�\, ' 2, I I I I o iv I I I I � 12" 3. ALL CURB INLETS OTHER THAN THE 2'x3' CURB INLET WILL REQUIRE A SLAB TOP !� 'a a I I � � II II � DATE: 10/31/11 CAST IRON H-20 I I i� iv � RATED GRATE I I + WITH THE APPROPRIATE SIZE OPENING TO ACCOMODATE A CASTINES, INC., FRAME 2.00' -Y � I � II II AND GRATE IFG-3246-L OR APPROVED EQUAL. � I I FINISHED GRADE �� MIN. O 18�� � iA � 4. KNOCKOUTS SHALL BE PROVIDED ON ALL SIDES OF CURB INLETS WHERE CULVERT � O, �- _� REVISIONS: _ } J � OPENINGS ARE NOT PREFABRICATED. = a y � I � I _ � 1QADDENDUM 1 01/24/2014 INLET AND OUTLET � �N�o W 5. ALL CURB INLETS SHALL BE DESIGNED ACCORDING TO ASTM C857-87 AND ASTM ' �Y I 00 N I °° � ADAPTORS AVAILABLE � �;�z= C858-83. CURB INLETS SHALL ALSO BE DESIGNED FOR AASHTO HS-20 LOADING RCP I I AS) OO1R1 09/09/2014 4" PERFORATED RIGID SDR-35 PVC 4' THRU 10" Z o x w� INCLUDING THOSE INLETS WHICH REQUIRE SLAB TOPS. � a�� R P INLET HEIGHT TO BE ADJUSTED ,, PIPE. INVERTS AS SHOWN ON „ w= ��Q - - - - w � TO ACCOMODATE SLAB TOP PLANS. SLOPE � 1� MIN. � o m�?�o� cD m w c�w 6. THE CULVERT CENTERLINES ARE ALIGNED WITH THE MID-POINT OF THE INSIDE VARIOUS TYPES OF ¢ j a =�w> `� OUTLETS WITH Q � ; * �o FACE OF INLET. � 1'-10„ �00' 1'-10" WATERTIGHT ADAPTORS > 7. THE INSIDE FACE OF CURB INLETS ARE ALIGNED WITH THE LIP OF PAN IN ALL a g 6" 2-�� 6° CQOZ ARCHITECTURE FOR: - � CASES, I.E., OVERSIZED INLETS ARE SET BACK FROM ROAD. oo � 9 1/2" 2,-�, 9 1/2"►- ° CORRUGATED POLYETHYLENE � c�i� LE T SI D E I E ° a "' " ^ � < � SDR-35 SEWER � R� SECTION A-A � ° °a < CORRUGATED PVC � °` " ° ba ULTRA-RIB PVC �� � ^��o 12 DRAIN BASIN � sEC�oN� A-a CATC B2 BASIN RISER STRATA VAIL S I TE WA LL D R A I N D E TA I L WT. 3,�40# HEIGHT CODE WEIGHT o , » > > > > ' ' 1' CB231R 930# 10��o C�S 12 AREA I N LET (N YLOPLAST) 3 x3 I N LET W 2 x3 CU RB GRATE I N SLAB TOP LI D 2 x3 CATCH BASI N 2° CB232R �,860# SHEET TITLE: � N.T.S. » 3' CB233R 2,790# J (18 SUMP REQUIRED) w 18" SUMP N.T.s. STORM & � SHALLOW UTILITY � � NoTES: DETAILS � 0 1. CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WITH AASHTO HS-20 LOADING. a �, 2. OPENINGS MAY BE LOCATED AS REQUIRED. 3 3. CHECK HARDWARE SECTION FOR OPTIONAL ACCESSORIES. SCALE:As Noted � v SHEET NUMBER: 0 � � � v � � m � ■ 0 0 � 0 > 0 � a