HomeMy WebLinkAboutChevron Amoco 1990 (2) � '
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Town ot VaH Community
Development
Plan Build Health Fire
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S Y M B O L S A N D A B B R E V I A T I O N S C E N E R A L N O T E S • a^prcoalyot, any violation of any of ih? provisiors o� �� :: .���
er of an other ortlinance oi the jurisdication. The i:s�uvi d
• ; permit based upon plans, specifications and other daa sh21t
nci prevent the building official from thereatter requinr.g ty@
correction of errors in said plans, speciticatlons and a�►
l?ta. �
� i�TE: � U��2�d�
� CONCRETE GTM GROUNDWATER TREATMENT MODULE 1 . ALL EXISTING UTIUTIES SHALL BE ADEQUATELY PROTECTED FROM DAMAGE
� rl'P . TYPICAL DURING CONSTRUCTION . IF DAMAGE OCCURS IT IS THE CONTRACTORS REVISIONS DATE BY
a. . GRAVEL RESPONSIBILITY TO MAKE REPAIRS IN CONFORMANCE WITH THE UTILITY
� Ex�sT. EXISTING COMPANY'S SPECIFICATIONS, AND/OR PAY THE UTILITY FOR DAMAGES
ASPNALT PAVING INCURRED AND REPAIR COSTS.
�MW_ O.H . OVERHEAD
MONITORING WELL 2. CAUTION IS TO BE EXERCISED WHILE WORKING AROUND EXISTING
ELEC. ELECTRIC STRUCTURES. IF DAMAGE OCCURS, THE CONTRACTOR SHALL REPAIR
QRW- RECOVERY WELL TEL. TELEPHONE DAMAGES AT HIS OWN EXPENSE TO THE OWNERS SATISFACTION.
io0.o . ELEVATION CONC . CONCRETE 3. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL SCALE :
—oe --- OVERHEAD ELECTRIC SCH . SCHEDULE EXISTING BUILDING ELEMENTS AND UNDERGROUND UTILITIES PRIOR PROPRIETARY
—oT— OVERHEAD TELEPHONE TO CONSTRUCTION. ALL DIMENSIONS SHALL BE VERIFIED ON SITE use PURSUANT TO CONPANY INSTRUCTIONS
- e - UNDERGROUND ELECTRIC PvC POLYVINYL CHLORIDE AND DISCREPANCIES REPORTED TO THE ENGINEER. PROJECT:
— r — UNDERGROUND TELEPHONE C. I . CAST IRON 90139 . 21
—w — WATER LINE THE CONTRACTOR MUST EXERCISE GREAT CARE iN LOCATING ALL DESI N :
—ss— SANITARY SEWER LINE o. i. DRAIN INLET UNDERGROUND GASOLINE AND ELECTRICAL LINES PRIOR TO KAC
—sr— STORM DRAIN LINE ANY EXCAVATION WORK AT THE SITE. THE CONTRACTOR WILL BE HELD •
G. �. GALVANIZED IRON UABLE FOR DAMAGES CAUSED BY ANY BROKEN CONDUITS. KAC
— c — GAS LINE cH cK :
, 2., IN- LINE TEE FITTING EIEV. ELEVATION KAP
DETAIL OR SECTION INV. INVERT 4. ALL MATERIAIS PROVIDED AND CONSTRUCTION PERFORA�IED SHALL BE o� :
PROVIDED AND PERFORMED 1N ACCORDANCE WITH THESE PLANS, AND 8 - 9 -90
�- --- SHEET NUMBER MIN . MINIMUM IN CONFORMANCE WITH THE UNIFORM BUILDING CODE, MECHANICAL CODE,
( E) EXISTING B.G. BELOW GRADE NATIONAL ELECTRIC CODE, AND ALL APPUCABLE STATE AND LOCAL CODES.
� CENTER LINE �/� UTILITY SERVICERCOMPANIES IAND'NAGE CI SSASNREQUI EDF�ORCCO NECN ON � ���
INFORMATION. SPECIFICATIONS, AND INSPECTIONS. BNGINEERWf, AA'D CONSTRUCi10N YANAGEYENT
6. THE CONTRACTOR SHALL STORE ALL CONSTRUCTION MATERIALS IN A NEAT
AND ORDERLY FASHION IN SUCH A WAY AS NOT TO DISRUPT THE NORMAL PREPARED FOR RECORO
BUSINESS CONDUCTED AT THE SITE. ALL ON -SITE STORAGE AREAS MUST APPROVED:
BE APPROVED BY THE STATION MANAGER OR AN AMOCO REPRESENTATIVE.
AT THE END OF THE WORK DAY, THE CONTRACTOR SHALL POLICE THE SITE
FOR TRASH AND DEBRIS. ALl MATERIALS, TRASH AND DEBRIS ASSOCIATED Chevron
WITH THE CONSTRUCTION SHALL BE REMOVED FROM THE SITE UPON � Chevron U . S . A . Inc .
COMPLETION .
7. CONSTRUCTION SHALL BE PERFORMED IN SUCH A MANNER AS TO MINIMIZE �
INTERFERENCE WITH THE NORMAL BUSINESS CONDUCTED AT THE SITE.
IT IS REQUIRED THAT WORK BE PERFORMED IN A SAFE MANNER WITH
COMPLETE MAINTENANCE OF PUBLIC SAFETY. GTM
STATION # 7 - 0499
UNDER NO CIRCUMSTANCES SHALL TRAFFIC TO THE PUMP ISLANDS BE BLOCKED, 934 SOUTH FRONTAGE ROAD
OR ANY STATION INGRESS OR EGRESS BLOCKED WITHOUT PRIOR NOTIFICATION VAIL, COLORADO
AND APPROVAL OF THE AMOCO REPRESENTATIVE OR STATION MANGER.
TITLE SHEET
DWG. SHEET N0:
� ^ �
'������I�I��'�!� ��i� �l�� �I��� ��' �� �I����� ���� ��
,S' C� U TH FR O N TA G E R �A I�
- --- - - ---- ------ -- ---- - --- - _ - r_ -
- - - -- -- -
- - -
,,- _ --- - - - --- --- - --- ---- -- - -- -
-- � /
� -- w --� W --
W - W -- -- - -- -
_ W W --
�- - -
TP -- W 10" WATER LINE INSTALL CONCRETE PULL BOX
� �� � P L A N T E R ` ,
�' ,��� � � �� INSTALL SCH 40 RISER ON POLE,
3 `L�\N '� ;�A. (TOOR HNAT� �303) 9L49 C5892 ELEC.
N � --
N 73 ' 24 ' 16 " E - - - —__---�'__— --_---= - - - - J - - -- - --- - � _ PP - - - - - oE .-z
- - - - -1 - - - , - - - - --f - - �E -- - --- - OE -- - - -- �- 0E -- - f ,�, � `� �
oe — — oE - -- — 241 . 95 oe -- - - --- ( E ) o . H . E �EC . � � . �� MjP�GU��G .
OE - -- �E ---- -- --'- ---- � �� O
Z- --
( E) O. H . ELEC . J ( E ) CONC . BLOCK / , 5 °,3��. a� 0'
z MW - 3 3 RETAINING WALL � ` /� 1 I Ib �� ' �
/ � / n �� �
N 1 � __ _ _ _ ( E ) 6" CONC . CURB ` ,/ -' U � �
N N i
'� .� I , , , J, Q l � ` �
�� lo PUMP ISLAN � '
� ° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / h o
. _� o
� �
; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
� , ; � i ! ( E) O . H . TEL.
I : 15 ' SIDE BUILDING ��• / /
( E ) STEEL GUARD RAIL 3 SETBACK LINE / �u � ' ( E ) O . H . ELEC .
W • f �
. � �
. . _
� :� :� Q,� � � /
( E ) 6" CONC . CURB ( E) CONC . PAD I RW - 2 J j / ,!
/ • ; � EXIST . WELL HEAD a � ! /
� . �PUMP ISLAND � �
I . �--- - %
• EDGE OF PAVEMENT I EXIST . 4' PVC CONDUIT / 0W �:+, �""' � � ` � � �8
_ _ - ' � / I' / � �u �" �� �'� v
- ^ � i �
: ( ' a ,� � p GA��� N 1 I \ • .
%� % ' / �
, "TCv"� N OF VAIL
� � :' , � N� ERGR�� N� � � � � � ; � r
,, '� _
/ _ _ li
( E) ASPHALT CHASE \
. - _ - - - - , . ' � ,/' ���
. �{.� � ` � � . � � E�' - ----���--- -----�--_.DATE..I`.:1.`_'-�
� %� • • l� �W - 4 � � 6 ,� � � GA�UN 1 �, \ • ,''i' � 1
:�� UN �R� � �
�1 � ER _ - MW - cJ % ` � /- INSTALL CRISTY B24 JUNCTION BOX AS SHOWN IN DETAIL e
O � . ` __ - " _ __ � 3 _ - _ ��- / BUT DO NOT 'TEE' HOSES. INSTEAD STUB UP NEW CONDUIT ,
.h/ • : � _ _ -- `; ----� • _ INTO THE JUNCTION BOX, CUT EXISTING CONDUIT, AND STUB UP
� � � �� ' , - - O � A��pN � ___r/�_- -- , — BOTH ENDS INTO THE JUNCTION 80X.
O �. ; g , 0 � D CONNECT EXISTING HOSES FROM RECOVERY WELL TO THE NEW
� � 1 VN�ERGRO � N - I pNDCA6 NDONEDAOIL % HOSES FROM THE CaTM . ABANDQN HOSES RUNNING TO THE
� : ( E) STORAGE TANK VENT UNES - -� _, � " __ _ RECOVERY SYSTEM . � , � OLD OIL RECOVERY SYSTEM. PULL HEAT TRACE THROUGH
� �� — \ _ // CONDUIT TO RECOVERY WELL.
� � S E R V I C E �
� � . � 15' SIDE BUILDING � U I L D I N G :• %
SETBACK LINE ( E ) REINF . CONC . PA � �I �
REVISIONS DATE BY
� RW - 1
• �`, • / REVISIONS FOR PEC 9 4 90 KAP
� :� � INSTALL RECOVERY I CONNECT NEW SEWER T0 .' � REVI51oNS FOR BID SET 9 24 90 KAP
I''' WELL HEAD INSTALL SANITARY SEWER � �ISTING. SEE NOTE i . • � /
/ : '�' SEE DETAIL e C '
SEE DETAILS edc _ e �, � � INSTALL 4� SCH 40 PVC CONDUR
� � ( E ) GAS MET� R — SEE DETAIL e SEE NOTE 5.
! � �
- ( E ) SANITARY SEWER MANHOLE - ( E ) GAS SERVICE /
} . ( E ) 12' OIL SUMP COVER ( .
( E ) ELEC . METER // SCALE : 1 = 10 '
�� 1 : � 6 - . -- PROPRIETARY
INSTALL BOLLARD POST � & SERViCE —r INSTALL Y SCH40 PVC ELECRICAL CONDUIT
2� B.G. WITH 3 /4/0 MCM CONDUCTORS. usE Puesu�wr To cowP�r�r iNStt+ucnoNs
. ( E ) PRGPANF TANK e SEE DETAIL � — _ o�, o� , W / ��C
a` PROJECT:
� ' --- - � '�^ �-� � \ \ 90139 .21
� � ) � r1 � D SI N D:
A 'p� •' EDGE OF PAVEMENT � MW — G I �' � �� ( �`''`� KAP
' � '� J
N ° ' � -- — E Exisr. o. H . KAC
� J ^ . �� � _ _ � ' POWER POLE cH K :
W i� � N : � • � DBC
O I : /T 0� P A N E L S E E NI O T E 4. � / � I F S E E N O T E2 3. 240V 10 U.G.Eo CEw E R � DA E:
? � �
( E ) SEWER LINE 8 - 9 - 9 �
� I . / RMX-GTM- 16 - ss - -- - - - ss - - MnNHO��
(INSTALLATION BY OTHERS) - ss --
. ( E) 6 ' CONC . CHASE INSTALL 4' PVC CONDUIT � , - INSTALL METER BASE, CONDUIT RISER, AND GROUND ROD. � R M X�
• SEE DETAIL SEE NOTE 5. MAKE SERVICE CONNECTION BETWEEN METER BASE AND
, e 2'x2'x3/e STEEL PL.ATE (6) . OISCONNECT. (DISCONNECT BY OTHERS).
. INSTALLED BY OTHERS. . ( E) SEWER CLEAN OUT SEE DETAIL � SEE NOTE 3. •
ENGINEERING AND CONSfRUCf10N 11ANACEMSNT
z- '. SEE DETAILNCeTION BOX ��; PREPARED FOR RECORD
-}- / � 1 . CONNECT NEW SEWER LINE TO EXISTING LINE AS
N N ' 10 ' REAR BUILDING � L ` , , ' .� � IN�ICATED. SEWER LINE CONNECTION SHALL BE APPROVED:
� � Q • SETBACK UNE � � � � Q �rr' ' ' • • , . OI MADE IN FULL CONFORMANCE WITH UPPER EAGLE
�.� c,�, • � � ' • • • . � / �.-� VALLEY SANITATION DISTRICT SPEGFICATIONS AND ALL
U`- O ' ,� O / � APPLICABLE CODES. CFteVrO
�; '. . . • ' ' • • • . . , � ��
� • . . • • • ' ' ' � � ' ' � p ^ 2. EXISTING SITE FEATURE, STRUCTURES, PROPERTY LINE, Chevron U. S . A. I �C.
O AND UTILITY INFORMATION TAKEN FROM BENCHMARK �
" w SURVEYING. L7D. IMPROVEMENT SURVEY PLAT
• 5� • 5 � 3a - �55 ��36 " w � DATED 7-25-89 .
s � ;
N ; S 67 . 19 , � 7 �� W _ S 82 ' �j9 � � � „ W 26 . 35 33. p � 3. COORDINATE ELECTRICAL SERVICE CONNECTION WITH
�^' o ' 31 . 69 74• O9 ' GTM INSTALLATION . GTM INSTALLATION BY OTHERS. GTM
' . • ' � STATION #7 -0499
Cp U± , , • ' � ,+ v,f � � 4. REMOVE AND REPLACE 3r�' ELECTRICAL CONDUIT AND 934 SOUTH FRONTAGE ROAD
- . � � � � � � � � � � � � C R E E X' CONDUCTORS AS REQUIRED fOR PAD dc GTM VAIL, COLORADO
� � � � � � . . . . . . . . . . . � � ,
�` S 2 3 32 R E INSTALLATION . FIELD VERIFY EXTENTS.
I -'__ _` S 82 51 " ' " , 5 35 . G D 5. MAKE ALL CONDUIT BENDS WITH 3' RADIUS SWEEPS MIN. SITE PLAN
3g.07 w S 71 '_06 W ----/ 48 HRS. BEFORE DICGING CALL 48 HRS. BEFORE DIGCINC CALL 48 HRS. EEFORE DIGCINC CALL THE IN THE EYENT OF
33. 55 XlsRITACE CA�L£'VISION FOR lACATES HOLY CROSS ELEICTRIC FOR LOCATES UTILITY NOTIFICATION CENTER A SPILL OR AN EllERGENCY. p� �E� �. � �
(303) 949- 5b39 (S03) 949- 5892 FOR LOCATES (303) 534- 6700 DIAL 911 FOR FIRE DEPT'. �
SS � . .
SS // ,' �
� 5ERVICE BUILDING (E) GAS METER
55 INSTALL 1' MESH SCREEN �E) GAS SERVICE
(E) SANITARY SEWER MANHOLE - ON EACH ENU AP1D TOP
55 �/ BETWEEN SERYIGE (E) ELEC. METER
BUILDING AND GTM dc SERVICE
O (E) CONCRETE CURB /
I
/ 'x2'x3/e STEEL PUTE (6� 7� . .
tNSTALLEO BY OTHERS. --_ ---��r- ,
--------. °`"
SAW CUT AND MW- 6� AND 1 /2" EPLYWOOD SKIRT ' , ° : � - E) CONCRETE BLOCK WALL
REMOVE CONCRETE SEE DETAiL e --- _ __ (E) 12" OIL SUMP COVER �a � �
SEE NO E'z�CATED SEE NOTE 4. � ---'- ' ASSUME ' `
� i • 100.00� . .
� .
� � > n n�> >„T. - . . _. r� i . �
Q REMOYE 3 �/2� - � `';i 'i% 7? /, /!1 �_ � . . jG�v� .o� : -
ASSUME � STEEL 80LLARDS (2) � ; ' ' , i � , ` .
- �L�_._ 99.00 J RENOVE C�� ,� ��f—���.�-��>�'`- � ^ � Lzrj���>�-Pi!j�ijT� ��j`/, , p ��%�jj/��%/��j=�j���i%%j:%�i%��j%�j i�° - EXIST. O.H.
� `_ � ' f�j7j�%1%j%%�'T�%/ " A '�%/ �, . %/�j%/ji, .;:%ij j/j j��j;% j//j/� � � j/j j%//j j//�i//j//�j///% (%/jj/�j/, � • .
EDGE OF PAVEMENT � `------- _ _ //,, ��i/ � /i �i, d//,�/,i� �ji/j;'� �j� �'ii / , //�,:/�' /i//� �//j'/' !///j%i /i////,,//ij�i��yi;, j/y/ POWER POLE
� _ � 2 _' r _ � ����j% i �%�jj%��%/j%��%��j%�i�% ' i%%j%�� %�j%� i %O�i%�� �i/���iYi%%%��/�l /i � � � �
� , � � — �//�//j i/�://��/� / // //- / // / . , i — 1��.�� -
TOP OF SLOPE ' . . • - - i , _ . . • . . • -� _ . � �
" ' 99.43 99.00 2: i SIOPE ,� . 1 � - � _ ~ ' - �� . ' . : . • � , • : ' / _ • . . � � � � �
INSTALL. NE1M ASPNALTIC C4NCRETE _ - . • - . . Typ_ • . •• INSTAlL� 6'-0�' REOWO(?D FENCE , z� � SIOPE : .� i . � �
SEE NOTE 2. • . . � ) . . � ' (1'YP.). . / . • . . � { n j
' . . . r . . . _ SEE DETAILe . ' ; : • : . ' • � • - • � ' / TOWIY O � Vf'� � L
TOE OF SLOPE , " . " . - ' _ • • � . � SAW-CUT AND REMOVE
Z'x4' REDW000 NEi►DER BOARD. INSTALL PAD ' - ' . _ . � • �� � { � " ' - ' WALL ANO OUNDATION /O ZZ �`i2
NAIL TO Z'"x�xt8" STAKES l � �� � ' • � ' - � • - ' . � • TO i '-Or' BELOW GRADE / f __DATE._.�- --
--- - - SEE NOTE 1 . -'-L__-
- �- -
-' - - --_ PlACEO 3'-�' O.C. -�_ • + � - . - ` - . . • • WHERE INDICATED. gY---�'"`—�--�--��
` - -- - - - - -- -- -_ � � - --- - - 96 00 ._ 1?`` ----� • - - . • . - � SEE NOTE 2.
- - -- - --- - " - - -- -- -- - -- - -- - - � - . • ' �
' � i
EXIST. ELEVATlONS :� ` � i �
/
- - -- -- - -- �_ _ _ _ _ _-- - - - -- - -- - - _-- - - - - - - -- - -- _ -- -- -- - - -- - - :� - - - - - -- -- - � / / N4��:
— - - -- - 93.00 = - - -- - - __ __ _ _ _ - - — ' . 1 . PRIOR TO CONSTRUCTION OF TkE PAD, CLEAR AREA TO RECEIVE REYtSIQNS DATE 8Y
• BACKFILL OF ALL BRUSH. 100SE ROCKS. DEBRIS. AND VEGETATION.
DISPOSE OF MATERIAL OFF-SITE IN ACCORDANCE WITH LOCAL CODES REVISIONS FOR PEC s � so KaP
� - -- -_ __ r�� AND ORDINANCES. REViSIONS �OR BIO SET 9 25 9fi KAP
' - --- - - _ _� -- � ` � ,��' IMPORT BACKFILL MATERIAL SHALL BE A FERTILE. FRIABLE SOIL OF LOAMY
- - -- - - - - 90.00 - � __ _ ____ __ -- - - —" ` --- -- - . ~ p � CHARP.CTER CONTAINING AN AMOUNT OF ORGANIC MATERIAL NORMAL Tp
: � h THE AREA. THE BACKFILL MATERIAI SNALL BE FREE OF REFUSE. WEEDS,
_ • p ^ ROOTS, SOLVENTS. CONCRETE, ROCK'S OVER Y !N DtAMETER AND
- ' --- - - -- - - -__ --- _` _ ' _ - _- -- .-- -� O ^ SOII- BORNE DISEASES.
_ � fi� _ �
- -'� � 81.00 -_ _ _ ___ _ '_ __ -- - -- "", — ; \ � SPREAD AND COMPACT BACKFILL IN 6" LIFTS TO 953: RELATIVE COMPACTIQN. SCALE: 1 - 5
. _ \ / TO OIMENSIONS AND ELEVATIONS SHOWN. TOP 9" OF THE PAD SHALL BE PROPRIETARY
• . , � / MADE OF 6" OF 3/4 CLASS II AGGREGATE BASE COMPACTED TO 95X REIATIVE USE PURSUANT TO CO�PANY �NSiRUCT10NS
COMPACTION, AND 3' OF ASPHALTIC CONCRETE PAVING (SEE NOTE 3). PROJECTc
90139.21
2. AFTER THE CURB AND BIOCK WALL HAVE BEEN REMOVED, MAKE CLEAN �cNE :
� . , • STRAIGHT CUTS M THE EXISTING ASPHALT TO PROVIDE A SUITABLE INTERFACfAL �P
SURFACE FOR THE NEW ASPHAIT PAVING. �C
� C CKE .
� 3. INSTALL ASPHALT PAVlNG TO EXTENTS SHO'dVN. SUBlAIT PROPOSED J09 MIX DBC
�� -` FORMULA TO ENGINEER TWO (2) WEEKS PRIOR TO iNSTALUITION FOR APPROVAL.
. i S �� • �36 n
5, . 54' 3$" W ' � ~ ~ ~ �j p�;-- w _ ` PLACE ASFHALT ON THE PREPARED BASE COURSE SPECIFIED IN NOTE 1 . $� 8Y90
s JUST PRIOR TO PLACING THE ASPHALTIC CONCRETE, PRIME COAT AGGREGATE
�� 26 . 35 � -- - BASE AND EXISTING PAVEMENT EDGE WITH ASPHALt CEMENT AT 0.2 GALLONS �]
� � PER SQUARE YARD. � �{ �/�1��
_� til ra
PLACE ASPHALT iN SUCH A fAANNER AS TO DISALLO'�I SEGREGATION OF
AGGREGATES IN THE MIX. ASPHAITtC CONCRETE SHALL BE A MINIMUM OF &'iG�EER[NG AIrD CONSTRUCTlON MAI�[AGEyE.NY
3 INCHES THICK AND SHALL BE lI�,ID IN TWO LJFTS OF NOT LESS THAN
1 INCH OR MORE THAN 2 INCHES THICK. THE TEMPERATURE OF THE ASPHALT
AT TIME OF PLACEMENT SNALL 8E ABOVE 225F. PREPAftED FOR RECORD
THE ASP�AIT SHALL BE THOROUGHLY COMPACTED TO A MINIMUM OF APPROYED:
939: 0� MAX(MUM DENSIIY FOR EACH LiFT. ROILER COIAPACTION SHALL
CONTiNUE UNTIL ALL ROLLER MARKS ARE ELIMINATED ANO NO FURTHER
COMPRESSION !S POSSBLE. IN AREAS INACCESSIBLE TO ROLLERS, THE ASPHAIT Chevro
SHALL BE THOROUGHLY COMPACTED WIiH HAND TAMPERS AN� MEGHANICAL Gh@YfOfl U.S.A. If1C•
TAMPERS. THE FINISHED SURFACE SHALI BE FREE OF DEPRESSIONS
EXCEEDING 3/ s INCH IN 10 FEET WHEN TESTED WITH A STAIGHT- EDGE.
4. INSTALL 4 - 6" x24� SCREENED YENT OPENINGS IN SKIRT.
EVENLY SPACED ALONG SOUTN SlOE OF GTM. PAINT SKIRT AND GTM
VENT Fl1�SHING TO MATCH GTM. STATION �7-0499
C�OROINATE REDWOOD CURB AND SKIR7ING INSTALlATION WITH 934 SOU7N FRONTAGE ROAD
GTlA INSTAUI►TION. GTM INSTALLATION BY OTHERS. VAIL, COLORADO
SITE GRADING PL,AN �
48 HRS. 9�'FORE DIGCINC CALL 48 HRS. 9BFORE DIGCING CALL 48 IiRS. BEFORE DIGCINC CALL THL� IN THE EVENT OF
HERITAG.Ps CAgLIs'VISION FOR LOCATES IIOLY CR03S Is'LECTRIC FOR LOCATES t UTILITY NOTIFICATION CEIVTER A SPILL OR AN E�L�RCENCY� DW0. SHEET N� � �
(303) 849-6639 (303) 943-5892 FOR LOCATL�S (303) 634- 6700 �IAL 9ff FOR FIRE DEPT. ,�
FOR SEWER AND VENT
PLACEMENT DIMENSIONS
SEE DETAIL Ee ��
ROUNDEO CONCRETE TOP
INSTALL �' C.6 SElYER LINE. INSTALL Z" G.I. WASTE VENT
SEE NOTE 1 . SEE NOTE 2.
�
(E) SE'�NER CLEAN OUT ,�/V'� ,�"�
GRADE - \ � y 4'
�
- il = � - - � t =i�- It = I ; 11 = ! 1 �= il = ! li 4' STEEL PGST FILLED
_ = II � -1i1 = = _ - WITH CONCRETE (SEE NOTE t )
If � Z �1I111 II � 'II
N '
� �,'�, il = CROWN
111 = - I =111 _
nj � ul _ ii� '� Itf = : �
(E) SANITARY SEWER LINE � _ � _ = ill =��� "
— : 1 . .
il -=! 1 '= - 1�� - 3 (TYP.)
� � _ ' � � _ = CONCRETE (SEE NOTE 1 ) --\ :
� 11 =11I � 1 =� II I�� il �
F�.`�'�' -
z III
� — 6" MIN
a II , � ; �� _ �J � � i_ 1�=1i � i
CONNECT NEW SEWER � t - Ii1 =11I=_ _� � III =
LINE TO EXISTING �i�_ � � � -- � � - � � � _ 6" MIN. �-
--- �'�_ � _I11 _= .
� I-; __III-.111 ,
NQTES: �,OTES
1 . CAP THE SEWER LINE FLUSH WITH GRADE WITH A 4� FEMALE ADAPTER i . DESIGN STRENGTH Of CONCRETE SHALL BE 2,000 psi AT 28 DA1rS. . •
AND THREADED PLUG. CONNECTION TO GTM WILL BE DONE BY OTHERS.
. 2. CAP TNE VENT FLUSH WITH GRADE WtTH A 2" FEMALE ADAPTER AND
THREADEO PIUG. VENT I,.INE 70 2'-0" A80VE EAVE ON GTM,
WILL BE DONE BY OTHERS.
SANITA � Y SEWER CONNECYION A �30LLA � D DETAIL B .
N.T.S. C — 3 N.T.S.
C --3
� � � � i�� � �` � �
� �COV`Jl`I OF VA1L
— NEW ASPHALT SHALL BE RESTORED
EXIST. ASPHALT - TO ORIGINAL OR BETTER C4NOITlON
SAW CUT , BY----------------------------- -- -----------DATEI���Z��--
�
� � � l � � � � ___ _ __ ____ �.-- - NEW ASPHAIT SHAIL BE RESTORED '
= , �1 � il �ti ° • ° • o° ' .. ' � �il= EXIST. ASPHALT TO ORIGINAL OR BETTER CONDITION
� �� — ° �� -° - = saw cu7 REVISIONS DATE BY
�`;T . �. ° o ' . ' � I I� � - ONS FOR PEC 9 ! 90 KM
AGGREGATE BASE. CtASS II — -= 1i1 _ , • ' i I� = _ _ - - _
953: REL4TIVE COMPACTION MIN. ��I= - � - � � �I � � � ��TT - ' " - -' R V'J'
SEE NOTE 2. � � ' - ` - � : 11�= pt = � 1� � I� —_ �� rr'o _ oo _ _ , . � �= REVISIONS FOR BID SET 9 26 9D KAP
_ II - �ti - f < = � r� > .= Ill _ a �•� a , '-
• o � ° ll
� � . � � ' s � F' 9�RREU1TIVE COMP CTON, MI� � � " ' � �� � �� 4� x 4' x 1 /d'L GTM SUPPORT
� '�.- " ? z SEE NOTE L � - � - � ; �1= � = SEE DETAIL �
TRENCH BACKFILL - = -�2t � = il - � � : � � _ ; It z a 2, _�� B
959: REUTIVE COMPACTION, MI4. '_- �: ;: � ;� : - �!I � N -� . .' `� � . y o
_ . . � ;�i M , � . ; . � W W r — � � / SCALE: N.T.S.
, ii _ � ' � : t - . _ . t _ z � j�—
��!I= • _ ' ; : x: : : j�� TRENCH BACKFILL -- '. - �t� � = _ � � Y C.I. VENT LINE PROPRIETARY
UNDISiURBED SOIL �' il�� - �. ` 95YG REIATIVE COMPACTION, MIN. � ' � :: � _' : - � %I F � a _ - —
USE PURSUANT TO COMPANY INSTRUCTIONS
I , . 4. �4 • -• III _ ti � � "` '!I � � , �p �� d' C.I. SEWER LINE P90f 39.21 .
' . ; ' �I= • - _ K- = - UI N � -- � SEE NOTE 2. Es� N :
�•` � �•� �. UNDISTURBED SOIL �; i���� �- ` .: � - � �--- KAP
4" SCH 40 PVC CONDUIT WITH ' � �I -� ,.,I � � `. : � � � _ �i �C
� - � " RUBBER PRODUCT LINE, G� MIN.
G � � � CH KE s
1 - �/s' RUBBER AIR LINE, AND ` .` V, �� DBC
1 - �/4 RUBBER BU86LER LINE. . f/ = U� _ S' -8" � AT :
1 - HEAT TRACE 4 C.I. SANITARY SEWER UNE
� G' MIN. � GTM FOUNDATION 7-30-90
NOTES: SEE OETAIL �
i . THE MINIMUM CEPTH FROM FINISHED GRADE TO TOP OF �0 R�X�'�' � �
CONDUIT SHALL B� 3fi UNLESS OTHERWISE SHOWN
ON PIANS.
2. AlL PAVEMENT AND AGGREGATE 9ASE SHALL BE REPIJICED EYGINEBR[NC AND CONSfRUCI'ION NANAGENBN't
IN KIND WITH THE MINIMUM REPLACEMENT AT ANY LOCATION,
(INCLUDING PAVEMENT REPAIRS) TO BE: NOTES:
3" ASPHALT. 6r CU1SS II AGGREGATE BASE. S E W E R LI N E P LAC E M E i�l T E PREPARED FOR RECORD
t . ALL PAVEMENT AND AGGREGATE BASE SNALL 8E REPLACED
3. RUBBER PRODUCT LINE. AIR SUPPLY LINE. BUBBLER LINE, AND IN KIND WITH THE MINIMUM REPIACEMENT AT ANY LOCATION, N.T.S. APPROVED:
HEAT TRACE WILL BE FURNISHED 8Y THE OWNER, INSTALLED (INCLUDINC PAVEMENT REPAIRS) TO BE: Cr3
BY CONTRACTOR. SPLICES IN RUBSER HOSE LfNES WILL NOT 3' ASPNALT, 6" ClASS II AGGREGATE BASE.
BE ACCEPTABLE. CF19Vf0
TAPE HEAT TRACE TO i' PRODUCT LtNE EVERY 1 S" WITH Chevron U.S.A. (t1C.
FIBERGLASS TAPE.
4. WHEN TRENCH LIES OUTSIDE OF PAVED AREAS. BACKFILL
TRENCH SURFACE WITH NATIVE MATERiAL 10 959:
RELATIVE COMPACTION.
T R E N C H S E C T I 0 N D STATION �7-0499
T R E N C H S E CT I 0 N C N.T.S. C -- 3 934 SOUTH FRONTAGE ROAD
N.T.$. C -- 3 VAIL, COLORADO '
rx TH� �v�Nr oF SITE' DETAILS
A SPILL OR AN F.'�[1s�RCENCY,
- DIAL 91f FOR FIR� D�PT. p� ��r �, ^ �
b °�
NEW CONCRETE APRON 4' x4� x �/i L GTM SUPPORT
(ALL SIDES) SEE DETAIL �
� 6" M1N. UTILITY BOX SAW CUT
EXiST. CONCRETE � ---- � LID (ALt SiDES) �.----4'- 10" _
OR ASPNALT
THICKNESS + 1" / P: e: v o •:,• r , � .:e / � i `
a . 6 n_ e 6 .
6' AGGREGATE BASE, = 111 =111 = � s. .° c " ° ' - L I� �III 4' SCH 40 PVC CONDUIT
CIJISS II 959G REUTIVE � �II ° _ �".: .., : � � o .:o Ill- - � SEE NOTE 4.
COMPACTION. MIN- I11� ; ; :,� � _:T� j - �11 � o
I ' I � I �I � � f . n .� n _ � ,� �� �� — r ''�
- ' � .a ', 7 • � � �� I �� C � — .
� + -
I I I = �'=;,-' (HOSES NOT SHOWN ;:;= ., - ,,- . . - � � �
BACFILL .'�� = \ FOR CLARITY ) -�,.: ; z o � ' � I (
35R REU►TIVE _ '� ' - ' ~- ' = =� � ! � �
COMPACTIdN, MfN. .�^-v � .'^-' ' -- I �� Z _ ' "' �' y " _ �
==, =:� " 111= � �`'� < t° �
�� iI �'h�� C.0 �. I�I11 � N . � .
_ � - - _ - , �� ys p I
ill- : ;; �,, . ' ��_=_' = 1U � 2,_�„ -I �.,(� CHRISTY 824 B�X WITH STEEL LiQ
UNDISTURBED SOIL -� j��� -." -' - � _ ='" ' -
111111= ��� �
� I ' �!"�/' � I 'II I , ' ` - I � ' I'I � �III��' .
IfL- Ifl� Jl - 11�= � � II1 �11 � 111 II�II �II� 11� 11 i11j11�11� 11
IIIr1 � l =- �11 _ �� � �:. ` -' GTM FOUNDATIdN
I I I I �� I I � � � SEE DETAIL e 1 �
I I i=11 = I -II =(ll= °J11= S- 1 RUBBER PRODUCT UNE
III � I 6" M1N. 3/8' PEA GRAVE! =�ll��� �i��°������,- � � %Z RUBBER AIR LINE
-TIT-f II
3'-0'� RADIUS SWEEP (TYP.) -�` / � � -
y / \ �� � _��� � � �/4 RUBBER BUBBLER LINE
�'- - - - - ' / // / \�\ \ � - - - " 1 i i 4" SCH 40 PVC CONDUIT (TYPJ
�� i � � � '� I I TO RECOVERY �----� �-- • � � TO RECOVERY
� - - - -- - - ' � � � - - - , � WELL 1 ~ • J WELI 2
� ECTION " �►" SEC710N " B"
NOTES:
1 . INSTALL CHRISTY 824 UTIUTY BOX IN SAME MANNER AS 81730 BOX
SHOWN IN DETAIL e
. � 2. TEE'S, ANO NOSE ADAPTERS SHALL BE BRONZE AND OF SAME
' O DIMENSION AS HOSE. (FURNISHED BY OWNER)
( $ } 3. ORIENTATION OF JUNCTION BOX SNALL CORRESPOND WITH THAT
v
1 . SHOWN ON SITE PLAN. � � �
�. O1 CHRISTY 81730 17' x30" UTILITY BOX WITH 81730-SIG 4. STUB UP CONDUIT FLUSH WITH GRADE WITH A 4� PVC FEMALE � � � � �
STEEI CHECKER PLATE SCREW DOWN LJD �AARKED ADAPTER. PULL ALL HOSES AND HEAT TRACE THROUGH CONDUIT
3 .`L� AS REQUIRED.�LL� . t1SE CHRISTY 81730 EXT EXTENSIONS AND CO!! A 20' TA!! OF EACH BESIDE CONDUIT STUB-UP. T p � N O F V� I L
O TAPE OVER TOP Oi FEMALE ADAPTER TO PREVENT DEBRIS
FROM ENTERWG. / �
g O2 4" SCH. 40 PVC CONDUIT � , � ) DATE��L���-
, � !��-----�'__�
;'ti� 4
�--� O3 1' RUBf3ER HOSE PRODUCT LINE. (FURNlSHED BY OWNER) BY �
9 ` Y�� ' O �/2 RUBBER HOSE AIR SUPPLY IINE. (FURNISHED BY OWNER)
��� � O
� } �/4 RUBBER HOSE BUBBLER AIR LiNE. (FURNISHED 8Y OWNER) .JUIVCTION DO /� G
�'�: O6 ESI BELLOWS LIQUID LEVEL CONTROL. (FURNISHED BY OWNER) N.T.S. C ._ � REVISIONS DATE BY
` ��5 REYISIONS fOR P�C 9 4 90 KAP
O7 ESI IN— LINE VENT VALVE. (FURNISHED BY OWNER)
::1.
2 �q 2 SO RECOVERY WELL (EXISTING)
� — _ _ � _ _ � 9 DISCHARGE GLOBE VALVE. FURNISHED 8Y OWNER
TO NEXT � O � � .
RECOYERY WELL �': TO GTM
• ,:: ' • � 1Q UNISTRUT P1000 x 20"L FASTENED TO INSIDE OF BOX, 6" BELOW LtD. 2x4 STRINGERS ON EDGE.
_ _ ^ _ _ _ ' _ _ _ _ _ _ ' FLUSH TO OUTSIDE OF POST,
AND BUTTING BEIWEEN THEM. SCALE: N.T.S.
. 8'-0' ON CENTER PROPRIETARY
USE PURSUANT TO COMPANY INSTqUCT10NS
PROJECT�
� 90139.21
� E KAP '
q � ,
2 jKx6 BOARDS � KA�
P L�A N v i Ew . SCREWED TO : D6C
STRINGERS
BETWEEN POSTS.-� ` � 8 T9 -90
NQTES• 4' x4' POST — - m ]����
4' CLEARANCE ��
1 . INSTALL UTIUTY BOX ON UNDISTURBED SOIL OR BACKFILL COMPACTED ASPHALT
TO 95� RELA7IVE COMPACTION. BPlGllvEEH¢�G AND CONSfRUCTlO?I MANAGEYIs,'47
11 II� I�si -' �' U=�j;=i� ��'!y�n=� = ,• II— �_ _ .
2. DESIGN STRENGTH OF CONCRETE SHALL BE 2.00Ops1 AT 28 DAYS. FINISH GRADE 'r -��� `` ` �"� FREPARED FOR RECORD
.
3. CONTRACTOR SHALL PUlL ALL HOSES AND HEAT TRACE THROUGH THE 4� PVC CONDUIT ° '� `. � '-_"��� "� � � ° ' AFPROVED:
FROM THE STUB—UP AT FROM THE GTM TO EACH RECOVERY WEIL AS INDICATEO ON J �!��� �^�� .-� • CONCRETE �
SITE PLAN. SPLICES MADE IN THE RUBBER HOSES WILL NOT BE ACCEPTABLE. �n—iii =
COIL A 4' TAIL OF EACH HOSE AND 14' OF HEAT TRACE INSIDE EACH RECOVERY WELL HEAD. !'=��� — ��� �c �: � Chevro
ITEMS OO • OO • SO � AND O WIIL BE INSTALLED BY OTHERS. ,� _„ 3/8" PEA GRAVEI =I � Chevron U. S.A. Inc.
�, �
�12" DIA.
REDW00 � � ENCE H cT�
RECOVERY WELL HEAD F' N.T.S. � _ 4 • STATION �7--0499
N.T.S. C ,,4 934 SOUTN FRONTAGE ROAQ
VAIL, COLORADO
rx �H� �vrsxT oF SIYE DETAILS
A SPILL OR AN T3L�RCBNCY,
DIAL 91 f FOR FIRTs DF.'PT: ov% s►ieer No: � �
..
• �
SS / �
55 / . • /
� �/ � /
SS �/ (E) GAS METER
(E) SANITARY SEWER MANHOLE / SERVICE BUILDING (E) GAS SERVICE �
55
O IRRIGATION CONTROLLER (E) ELEC. METER �
INSTALLEU 8Y OTHERS & SERVICE r
0
PULL R' THROUGH � �
MW— 6 RACE . INTO GTM AND
� CONNE TO RCV. : (E) CONCRETE ELOCK WALL
\ \ . /
r
(E) 12' 011 SUMP COVER RElAO�f CONTROL VALVE
fNST�D BY OTHEAS
EDGE OF PAVEMENT - ' ��,
- �i� - REDWOOD FENCE RMX-GTN- 16 INS 1' SCH 40 PVC � EXIST. O.H.
�T'T�T (INSTALLED BY OTHERS) RAC� Y 24" BEIOW GRA E POWER POLE
�� sfa!/ /- 8-'0 .. ' - _ _ _ - - _ _ �
` � � (� �arel 25�s
la �cia, /' �I�cuca. �
Q • - 9- � - -- - -- - -,-«r -- ---� / " c�e rad�
-- 7r,�; nah '
� � P � 1(7 INSTALL JUTE MESH AND SOW WILDFLOWER SEED ON SLOPE
� /�� � 7 - � • / � • � SEE NOTE 1 . �
PCl�v�u�/!S�/2uC�L. � � . � I
, �_____ : - � � �
1 GPM DRIP IRRIGATIQ EMITTER. - � ' -- - 96 � /ns�/I �- 8� D�� � �; �'� �� �• � � �
INSTAIL 2 EMITTERS E TREE. l� � ''- _ - - -- - - - — _ _ _ � - Or, • - - - - - - — _ . , PieeQ/pu�/ [llluCst� y'.- -;',: �� � � � �
PLACE EMITTERS WITI ,N ATERING —
BASIN, CLOSE TO T � B SE. INSTALL 1 - 7'-Q" � � ' / , � OF �� � �
PICEA PUNGENS 'GLAUCA' (� • INSTA ALCO 1 /Y DRIP , TQ1�1� N
- - - - -
- - -, SEE TREE PLANTING DETAIL . iRRIGA . N TUBING.
- '-- SEE NOTE 2. • SEE 3. � � �iG . � �7_�
�- - -- _ _
_DATE-I._ --- -
— ' -- - - - - _ _
- - -- -- !- - -- - - - - - - _ � - - �!/i�0%r�� I'v �, ,. �vc�,r�
- - -r`- 93.00 - -- -- - - - - - - - _ . -- �a� ��
- -------------
r,� GuiY /�u�{' � �� �'r 'G�jmu�i 6Y--------- --"�
4���� �sm l/ I REVISIONS DATE BY
��fj�// /- a -d � O �sr� fj� as �/�.i./q a�.r GT�'I r«"arr�l REVISIONS FOR PEC 9 4 9Q KAP
_ _ - - ---- - - - - - - __ p���/D�1�!s�l'C�/2c«2. _ °n - .xi{G e O lsn�iC �fDG�i'' �Jl /�/1
- --- — — � - -- - - - ` -zr,�'�Ilel�P/' p l•
- - • T
EXIST. ELEVATiONS - - -- - --- - 90.00 -- - -- — -- "_� - - -_ --- -- - -- - -_- /i /arx�^. O �„�'") �'
� : O �h 1 . JUTE MESH AND WILDFLOWER SEED SHALL BE INSTALLED OVER THE ENTIRE
- SLOPE OF THE GRAVEI PAD. IN ADDITION, JUTE MESH AND WILDFLOWER
�� � � ^ DIS URB DL DURINGSCONS RUCTIONEOF THE G M T OF EXPOSED SOILS
- � - __ - -- - - -- - - - -- -- - - - — ' � • - -- -- — - � � SCALE: 1 =5'
� - a �. 00 _ `
Gol�ll�^ + � - -_ _ _ - -- -". . � � PROPRIETARY
NYLON iREE�-, y�y ; g ' • , • � CULTIVATE TOP 4 OF SOIL BY RAKING OR TILLING FiNISH GRADE SLOPES USE PURSUANT TO COMPANY IHSTRUCTIONS
, s�e� cne� • � � AND REMOVE ALL ROCKS OVER Y . SOW SEEO OYER CULTIVATED SOIL AT
,�, RECOMMENDED RATE. BROADCAST 12- 12- 12 TIfAE RELEASE FERiILIZER PRO�ec7:
� 7URNBUCKtF INSTALL 1 - 6'-0" OVER SEEQED AREA. MIX SEED AND FERTILIZER WITH TOP 2 INCHES OF 90139.21
-"� PICEA PUNGENS 'GLAUCA' , SO!L BY RAKING SEED AND FERTILIZER INTO SOIL USE MULTI-COLOR HIGH nES HE :
y,� - SET CROWN 1 ' MIN. 2' MAX . , SEE DETAIL N��X a�� � �� •��a;�-��tt3i+Yfi�-SEf{3- tA1X- AVM4A$�.f FROM ARKANSAS VALLEY SEEU KAP
� : � -- ABOVE FlN�SH GRADE • . • ��.,,e �r,r rnz� COMPANY. DENVER. COIORADO (303) 320-7500. FERTILJZER SHAIL 8E .
► � � SEE NOTE 2 Z� ,� �;���pyr,G�. OSMQCQTE 12- 12- 12 TIME REIEASE FERTIIIZER, OR EQUAL KAC
BACKFILL MIX - - �' - 4' wA7ERING BASiN BERM AT � OVERLAP 1 ' OF JUTE MESH AT ALL SEAMS. BURY AND SECURE LEADING c E KE :
SEE NO7E 1 � EDGE OF R00T BALL .1 ` � EDGE OF MESH AT TOP OF SLOPE. STAKE MESH EVERY 4' AT SEAMS AND DBC
' '---- S 8,2 • EVERY 6' BETWEEN SEAMS. CUT MESH CLEANLY TO FIT AS REQU�RED. � '
��' :�:. • _ • - ; ' ; , _ '� •-: �ii� �� iry �� - � � 3$» W � � ~ -' -' �5�6 "(.�/ 1"OLD UNDER 1 ' OF MESH AT ENDS AND TOE OF SLOPE, STAKE EVERY 4'. 5-9-90
EWAL TO DEPTH _ _ , . . . . - A� , _
oF ROOT BAL� -�� ' � '- � ' , . �'• ���'=ul STEEL 'T' BAR cJ� ' S , 33 p� - z_____ STAKES SHALL BE MEDIUM GAGE STEEL WiRE, 4- 6 INCHES LONG.
I u�= � � � + - � -ui= S � 35 -- -
-L------�!; ' � ' � ' � � ' ui / /� Z6 • ' `--- 2. 7REES SHALL BE NURSERY-GROWN {N ACCORDANCE WITH GOOD � � A �f��
�= �!� _ °�_�� = HORTICULTURAL PRACTICES UNAER CUMA7IC CONDITIONS SIMIIAR TO THOSE 1f�
=1q_�j�_ - PLANTING TABLETS � �
- sEE �vO�rE 3. OF THE PROJECT.
- 2x DIAMEIER TREES SHALI 9E �UPERIOR IN FORM AND SYMMETRY; SOUND, HEALTHY. E.YGCJf.ERING AND COhSTEUCf10Y NA.KAGE�[BNT
oF Roor aatl VIGOROUS, WELL BRANCHED AND DENSEIY FOLLIATED; FREE OF DISEASE.
INSECT PESTS, EGGS OR LARVAE, AND FREE fROM PNYSICAL UAMAGE OR
ADVERSE CONDITlON THAT WOULD PREYENT THRIVING GROWTH. PREPARED FOR RECORD
TREE PLANTING - BALL �& BURLAP IM LL RI IRRI ON T I, G IN CH A�M NER A 0 Wj�A. APPROVED:
N. T.S. PYRSTAK NG E Ui'RY 10'YEETETO GROUNDT�EE CU T� I G IM�E�
un� OC�n�/' /si�2 C+ �'IAVf O
3 `� PROVIDE /��R' MAINTENANCE PERIOD AFT�CCEPTANCE 8Y ENGINEER. Chevron U .S.A. Inc.
. '
NOTES• � � 6�G -�7/i'/ �S �/'l�/f�'rz/ T1yl S/!�C) �A�!
1 . MIX T1M0 PARTS NATIYE SOIL WITH i PART APPROVED SOIL AMMENDMENT. �j �
PROYIDE SAMPLE OF AMMENDMENT TO ENGINEER FOR APPROVAL �
� ���� ��' ,�,,,, �,( D�t� �� /�y92 0'' u�,{r�61�1 is rrry,a� GTM
2. CUT WIRE LOOSE FROM ROOT BALL. IiNTIE BURUP FRQM TRUNK OF 4 � . � "J`� �/ � ' �
TREE AND LOOSEN BURUP FROM TRUNK. � ��(, �l,y�f't'o� �s ���, STATION �7-0499
� ��S y, 9 3 4 S O U 7 H. F R O N T A G E R O A D
3. PROViDE 2 PLANTING TABLETS FOR EACN 3' OF HEIGHT. USE AGRIFORM Jr. AI�,o,(Zy�f��.,� �j� /��� s�j/, ,(� I�2i�Gt/� � YAIL, COLORADO
21 GRAM 20- t0-5 PUNTING TABLETS, OR EQUAL
we�,C durr� Y�e r o c�i� ,s f��'� .r f�r�e / s_r De�o6�r' ���� .
4. GUY TREE WITH STEEL CABLE AND 'T' BAR AS SHOWN. SECURELY GUY P/qnt irz2�lrrd,� �j�- ' scfj �/�[ c cfi�j� Gyivlis r�mo
TREE IN THREE (3) DiRECTIONS EQUIDISTANT OUTSIDE CIRCUMFERENCE S a �r " on t . LANDSCAPE PLAN
OF WATERING BASIN. 48 HRS. EEFORE DICCINC CALL 48 HRS. BEFORls DICGI111C CALL 48 NRS. BlFORE DIGCINC CALL THE IN TNE EVENT OF
HERITAGE CABLEVISION FOR LOCATE'S HOLY CROSS lLL�CTRIC FOR LOCATF,S UTILITY NOTIFICATION CENTER A SP1LL OR AN Ea[BRGENCY, o� �E� � � �
(803) 949- 6539 (343) 999- 5892 FOR LOCATES (303) 534- 6700 DIAL 91f FOR FIRE DEPT. ,,.�
��� r�+� . I . . . . .
RIDGF_ FLASHING
ASC PACIFIC TYPE BR
� �/g" x 26 GA. ROOF DECK
--��
12
Sr--- � 1 �/Z� � STD. PIPE /, � � � ` � ` �
� �
� , � �` �
ROOF FRAMING \ � �� � \ \ � \
i i ;.� � � �� � \ \ _\ \�= -._._
i /���� � �� ; � �
--_ . - - -- - - - - - - - � - - - - - ---
..�/ j/ i � i ` _ - � �' � : � . `- � � -
- jj % � �/ i,� - �. � �:� � � � � il
i � �^�.��_ / � . � /- - . -� _ � _ i I � - -
''- MILCOR TD 9 �/ x 16 TRACK / �J = j/�; y j ' � �\� ; � \ � ; . �I ; I � � I I I �
I -------- ---- II 4 i i � \'� < \ i i I i i � i �
. j / � . i I ii � ' I �� � i I I i I I --\l /
- I — — � - - -- - �- - - - - - -- - - - � • � �� �� . _ i � ' I � (� i I` � I � I � I � .
' I '� �i �'''_� , � i I ; I � II �I I ' I ' 1 � I ' I � � i.; I� �
.I ' . � I I � i ' � � �� , i � ' � � ' I !� I ii /
� � I ``\ , I �I ``�`1" 1 � i I � I � . � � I � . I � 1 i � I I I � � - II - 1 i l . � II I � i i I � I i � _ � � � i \ � . .
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PLAN
PROPRIETARY
USE PURSUANT TO COYPANY INSTRUCTIONS
D��"A� � � G D�TI� I L.... � ���/� I I_.. 3 � �'-d'TA ( L_ � ESTIMATE �NO: ' c �
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- -- ' �J APPROVED:
— � � n (
1 FOR OUiSIDE PW(T ENGINEER OAT[ -
_� - - �-- � ---- - :
�- -- - -- - - - -- - - ---.. -_
MG8X8- 5 ' ��'�' .
- -- - - P � 'All drdw•ittgf atld Writ[CA m8[e[ial
- - - - -- . _ _. . _ _ � ,,.Q i ' co G [ ' .
.� aPPearinB hcrcin ns tu e the onginat •
--- - -. (; and unpublished work of RM?C and iha
_ - -- - - -- - -
- - - - -
- - - -- - - .
same may not be uplicated, ot
disclosed w�thout the wnuen conscnt of
RMX.'
GROUNDWATER
� TREATMENT MODULE
,
RMX GTM - 16
� �Tf-1 � �... �a _ - - _ _ _
3"= 1 �-0° � j �j WALL � RAMING
DWR SHEET NW. ��
. � �.-- 3
COMPRESSOR ESI CASCADE AIR STRIPPER ESI BAFFLED SEPARATOR
15 GPM
PRODUCT TANK
55 GAIION '
VENT THROUGH ROOF �
�
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AROUND OUTSIDE � 1' SCH 40 G.i. o � o
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— 19
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� - ' CUT TO �IT.
� ' {• -t- 20" � I `�^_.4 � s� FLOW METER i EC `P EL
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- 4' C.L SEWER LINE � - - � ��i PROL'UCT LINE -
15
�� ��''�� - �i M � CHANICAL FLOOR PLAN W �
A STF� IPPER INSULATION D � TAIL �., G� � 3
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PROPRIETARY
_ USE PURSUANT TO CONPAN1f INSTRUCTIONS
' d MARK MFGR. MODEL N0. CFM S. P. RPM HP EIECTRICAL CONTROL REMARKS � ' '
G N, . ^ SPECS. 90051 . 2t
�Ul �`� EF— i PENN FMX-6R 200 . 125 1550 1 /35 115V/1 �/60 -- � 1 2 �P .
� �� ��` VENTILATOR ` • -
KAC
i . PROVIDE WITH GRAVITY BACKDRAFT DAMPER, BIRDSCREEN at EX.PLOSION PRQOF MOTOR. E
MAH
2. PROVIDE WALI MOUNTING. � _
�- f � - so
DUCY HEA1' ER � CH � uUL � � � Ll��-�°-
DUCT E9GL*i6ERING AND CO:�SCRUC170N MA.YACE�Ih'RT
MARK MFGR. H�yPER K��y D�ENSION yOLT PHASE STAGES T--STAT REMARKS PREPARED FQR RECORD
APPROVED:
EC- 1 INDEECO FlANGED 12.5 12" tY 2G8/240 1 1 DUCT � 1 ,2
'- ° All drawings and wriiten material
eppe�r��g herein const�tute Ihe original
1 . PROYIDE REMO7E MOUNTED NEMA 3R PANELBOARD, MAGRETlC CONTAC70RS, lOCK—OFF DISCONNECT SWItCH, ond unpubGshed work of RMX on� fhe
THERMAL GUT—OUTS, AIRFLOW SWITCN fOR HEATER ON FAN INlET AND FUSES. same moy no.t be duplicoted, used, or
disclosed w thout the wriflen consent
2. VOLTAGE DETERMlNED 8Y AVAILABLE UTIUTY SERVICE, SPECIFY WHEN ORDERING, cf FMX"
� �
GRQUNDtiYATER
- TREA7MENT
MODULE
- R�AX-GTht- 16
MECHANICAL PLAN
pW6. ShEET 1�lQ: � � ,/
i '
__.�_.__ _� � ���_..__��_________ _.^_____r _.___._.�..._..__ �.._.__________._.._..._.__�.____._.�_._..____.._,.__.�_w._ w__.�.__..�__�__.._..._.��.......___.___�__� � _.____Y._�
14
20 �
f_ _ _1 — f ' � ` \
I c- 1— --- I I I h ,
3/4' LIUUID J 3/4" C. - 2a12 f ' ' y
13 TIGHT FIEX I � �
COMPkES50R q b � Z � DUC1 HEATER y�
r�� CONTROI J- BOX SEE �
' UNIT SHEEi M- t V
� � _ � -_ � 8
8 ' � � E-2
E-2 -- — — --
�
3/4" LIQUID TIGHT FIEX 11 /2- � _ ZNZ �--'
' 2/� 12 (fOR ITEA1 20 ) ( '
J-BOX
( ' I ^ 17 ^ I
BLOWER
STARTER
C— --- —
EXIST. STARiER MOUYT � � -------
18
3I4" C• - 3 // 10 � � 9 .
(30 COMPRESSOR) � Z � $ — - 2y
oR � �---- P
I T � 6 ( is COlAPRESSQR) — - — —
� - � �_- V V V V � _
A �� A �.__� 3/4'C. - 3�i12 3/4� C. -- 5/ 12 (EXHAUST iAN � SHUNT TRIP CIRCUIiS)
] AND ik12 GROUND
A A
� _ � ��._ _ _. � � ._ E,
A EL � � TRI � AL PLA �1
E'— � SCP.IE: 3/4" = 1 '--Ot' _._._._� O O `.�� ...,�.� � 3 �
� � � �`� � � �
TOW � � F vAIL
BY----�.._._
_..._DA7E��`-L- 1�-�
REFERENCE NOTES : � _
, Og OIL-TIGHT/RAIN-TIGHT WIREWAY 6" X 6' X 2' (SQUARE D LC62) WITH END 19 IN-LINE ONE WAY CHECK VALVE (LINE SIZE). REVISIONS OATE 8Y
O ALL MOUNTINCi HARDWARE SNAII BE CORROSION FiESISTANT CLOSING PLATES (SQUARE D LC6CP) AND GASKETS. � _
MATERIAL3 SUCH AS STAINLESS STEEL, GALVANIZED OR EQUIVALENT. 20 AMBIENT SENSING TNERMOSTAT (CHROMALOX RTAS-1 ) CONTROLS DUCT
O ALL COMPONENTS/ELECTRICAL DEVICES MAY BE SUBSTITUTED WITH AN O (CROUSE HI DS 6�OF ANDEGASK 5jg)R-69) WITN COVER AND GASKET HEATER. SET SENSOR TO ENERGIZE THE HEATER AT 30 OEGREES —
APPROVED EQUAL FAHRENHEIT. SEE DETAIL "E' ON SHEET E-3.
O3 ALL CONDUIT SHALL BE RIGID GALVANIZED STEEL OR EMT, AND LIQUID- 10 CONVENIENCE OUTLET )WITH 20 AMP DUPLEX RECEPTA) CIE, GFCI 21 LIMIT SWITCH (TEIEMECAN)IQUE PXCK211 ZCK-01 &ZCK-Y43) MOUNTEO
TIGHT FIEX WHERE SPECIFIED. ALL RIGID CONDUIT TRANSITIONS AND ��qjRpN COV R (BELLCRCVIUDR). FMOU T FD BOX 70 B�LOWER MO,TOR LMIT SWITCH SY O BE MOUNTED O 1}iHT THE�IOUVERS ACTUATE T3
'TEES' SHALL BE MADE WI1N MALLEASLE IRON CONDUIT BODIES. STARTER SUPPOR7 BRACKET. CONTAC7S (OPEN WHEN AIR IS BEIN(3 EXHAUSTEO AND CLO$ED WHEN
COVERS FQR THE CONDUIT BODIES SHALL BE BUWK, CAST WITH FAN HAS FAILED). WIRE SWITCH TO ACTIVATE SHUNT TRIP ON POWER
GASKETS. FIT7'INCaS FOR EMT SHALL BE COMPRESSION GIAND, STEEL, � � SINGLE GAN(3 FD BOX (GRAYBAR FD2) WITH TIMER SWITCH (MARKTIME PANEL TO SHUT DOWN POWER IF TH� FAN FAILS. SEE DETAiI "C ON SCALE: AS SHOYVN
. AND PUITED WITN ZINC OR CADMIUM. FITTINGS FOR THE UQUID-TIGHT gppp� , p.� p HRS) TO OPERATE SINGLE SODIUM IAMP. SEE DETAII "D" , SHEET E-3.
FIEXIBLE CONDUIT SHALL BE RAIN-TIGHT COMPRESSION IYPE. iF EM7 PROPRIETARY
IS USED INSTEAD OF GALVWttED STEEL, IT W!!!. BE NECESSARY TO ON SHEET E-3. USE PuRSUAKT TO CONPA,rY iNStRUCTiONS _
SUBSTITUTE THE ELECTRICAL BOXES SPECIFIED WITH EMT COMPATIBLE O TlMINO RElAY (AGASTA7 �012AK) ENERGIZED BY UMIT SWITCH ON
BOXES OF EQUAI QUALIN. 12 WAIL MOUNT FIOOD LIGHT (LUMARK HPBF-Gl-70-120V-LL) CONTROLIED LOUVERS, WHICH ACTIVATES SHUNT TRIP. MOUNT IN JIC ENCLOSURE J C. �
BY TIMER SWITCH. SEE DET/UL 'D' ON SHEET E-3. (HOFFMAN 10' X 8' X 4"}. SEE DETAIL "C' ON SHEET E3. 9OOS1 . 2 �
FIEXIBLE CONOUIT SHALL BE SECURED AT INTERVALS NOT TO EXCEED 13 COMPRESSOR CON7ROL UNIT SFiNLL HAVE A FUSED DISCONNECT WITN 23 PROCEDURES FOR INSTALUNd STYROFOAM INSULATION ON THE AIR �
4.5 FEET AND WITHIN t FOOT OF A J-BOX, CABINEt OR FITTING. RIGID EITHER 12, 20, OR 30 AMP DUAL ELEMENT TIME DElAY FUSES FOR STRIPPER AND THE SEPARA70R ASSEMBLIES: KAP
CONDUITS SHALL BE SUPPORTED AT LEAST EVERY 10 FEET. 2p8Y/120V 3 PHASE SERVICE FOR EITHER A 3HP SHP, OR 7.SHP
4O OVERHEAD SERVICE: COMPRESSON. INSTALL EiTHER 20, 35, OR 50 AMP DIIAL ELEMENT TIME STRIPPER - KAC
FOR 208Yl120Y 3 PHASE 4 WIRE SERVICE USE ONE 2 1f2" DEIAY FUSES FOR 120/240V SERVICE. (COMPRESSOR FURNISHEO BY A. CUT 2.0' STYAOFOAM INSULATION INTO THE APPROPRIATE
CONDUIT AND WEATHERHEAD WITH 4 - #1 /0 CONDUCTORS. FOR OWNER) WIDTHS FOR INSTALIATION BETINEEN THE "C CHANNELS. SEE MDBj -
120/240V 1 PHASE 3 WIRE SERVICE USE ONE 2 1/2' CONDUIT WITH DETAIL A.
3 - li4/0 MCM CONDUCTORS. 14 HIGH TANK SHUT-0FF CONTROI (EJECTOR SYSTEM3 HIGH TANK SHUT- i
OF�. WIRE DIRECTLY INTO ESI pUMP CONTROLLER WHERE INDICATE� B. CUT 2.0' INSULATION IN70 SHEETS CAPABLE OF COVERINd 7' � � —g�
O UNDERGROUND SERVICE: ON PANEL. (HIGN TANK SHUT-0FF FURNISHED 8Y OWNER) THE ALl SIDE3, TOP, BOTTOM, AND DUCT WORK SEE DETAIL A.
FOR 208Y/120V 3 PHASE 4 WIRE SERVICE WSE ONE 2 1/2' R� /� �1�
CONDUIT AND- WEATHERHEAD WITH 4 - #1 /0 CONDUCTORS. FOR 15 HEAT TFtACE (WWTERGARD W110) AND INSULATE INFLUENT WATER lINE C. ATTACH ALL INSUTATION TO THE $TRIPPER ASSEMBLY USING �� �..�.
, FROM THE RECIRCUTATINO PUMP 'TEE' TO BEI.OW THE FROST LINE. BANDS OF FIBERGLASS TAPE. .�y � �� �...�.
f20l240V 1 PHASE3 W1RE SERVICE USE ONE 2 1/2 CONDUIT WITH INSUU►iION SHALL 8E MINIMUM 1 .5' THICK AND VEAMIN ARQOF.
3 - #4!0 MCM CONDUCTORS. INSTALL SERVICE WIRES WI7}iIN SEPARATOR -
ELECTRICAL CONDUIT OF SIZE AND IYPE SPECIFIED BY THE � g WATER TEMPERATURE TiiERMOSTAT (CHROMAIOX AR-115) USED TO A. CUT 2.0" INSULATION INTO SHEETS CAPABLE OF COVERING tiNCINEER�IG AND CD�SfRUCP10N HANAG63l�T+�T
LOCAL UTILIN. ACTIVATE THE SEPAHHTOR IMMERSION HEATERS AND RECIRCULATINQ ALL SIDES, TOP, AND 80TTOM TOP OF THE SEPARATOR.
O PANELBOARD: PUMP SHALL BE SET 70 ENERGiZE tHE ttEnTERS n7 ao OEGREES PREPARED FOR RECORD
FOR 208Y/120V 3 PHASE SERVICE - FAHRENHEIL MOUNT THE THERMOSTAt REMOTE BULB WHERE B. ATTACH STYROFOAM TO THE SEPARATOR WITH BANDS OF
3 POLE, 125 AMP MAIN WITH SHUNT TRIP, 225 AMP BUS, 24 INOICATED AND AS REQUIREO BY THE MAWUFACTURER TO PROVIOE A FIBERGIASS TAPE. APPROVED:
CIRCUIT PANEIBOARD IN NEMA 3R ENCLOSURE (SQUARE D WATERTIGHT AND LEAKPROOF INSTALIATIQN. SEE OETAIL "B' ON
NQOD). SEE PANEL SCHEDULE 'A" ON SHEET E-2. SHEET E-3. 24 INSULATE THE EN11RE VENT DUCT WITN 1 .5' DUCT INSULATION.
FOR 120f240V 1 PHASE SERVICE - 77 WATER HEATING ELEMENT �CHROMALOX MTO-215A). SCREW-ON 25 INSULATION FOR ALL DUCT WORK AND PIPING SHALL BE MINIMUM 1 .5' " All drewings an� wr1!ten material
2 pplE, 2p0 AMP MAIN WITH SHUNT TRIP, 225 AMP BUS, 24 HEATING EIEMENTS TO BE IN TALLE� ON SEPARATOR AS INDIGATED. TH1CK 1 POUND DENSITY, IU27 (CERTAINTEED STANDARD DUCT WRAP appeoring herein const:iute ihe ori9inal
WITH VAPOR BARRIER, OR EQUAI. . cnd ur.published work of RMX and the
CIRCUIT PANELBOARD IN NEMA 3R ENCLOSURE (SQUARE D MWNT THE IMMERSIpNS HEATERS A$ DIRECTED BY MANUFACTURER � same may noi be dupticaied, used, or
NQOD). SEE PANEL SCHEOULE "B' ON SHEET E-2. TO MAKE A IEAKPROOF INSTALLATION. THE HEATING EL�MENT 26 ELECTRICALLY HELD CONTACTOR, 60 AMP, i POLE, IN NEMA 12 d�sdesed without tka rritien tonsent
OPERATIONS ARE TO BE CONTROLLED BY THE WATER TEMPERATURE
O7 HFJ\W DU7Y PILOT lIGHT (SQUARE O KP-1 ) VJ�TH GREEN GIASS COVER THERMOSTAT (SEE NOTE 16 ABOYE). SEE DETAIL "B' ON SHEET E-3. ENCLOSURE (SQUARE D SPA-1 ). SEE OETAIL "B' ON SHEET E-3. ot RMX'
CAP (SQUARE D G-6 . MOUNTED ON THE COVER (GRAYBAR DS 100G} OF � g RECIRCUTATINC3 PUMP (GRUNDFOS UPS-f5-42� 70 BE ACTIVATED BY 27 INDUSTRIAL PURPOSE CONTROL REIAY (SQUARE D PH TYPE), 15 AMP,
FD BOX (BEL! 270L�. WIRE INTO HOT LEG OF SHUNT TRIP CONTROL WATER TEMPERATURE THERMOSTAT (SEE NOT 16 ABOVE) ALONG WITN 1 POLE, MOUNTED IN JIC BOX (HOFFMAN 10" X 8' X 4"}. SEE OETAIL "S'
CIRCUIT. PROVIDE NIPPLE THROUGH WIREWAY. SEE DETAIL "C' ON THE SEPARATOR IMMERSION HEATERS. INSTAIL WITH APPROPRIATE oN sHEET e-s. GROUNDWATER
SHEET E-3. FIANGE SET (GRAINGER 6X48�. SEE DETAIL "B" ON SHEET E-3. TREATMENT
MODULE
RMX—GT�t- 16
ELECTRICAL PlAN
� '
owo. s►+ecr r+a � �
..
Z "
, � O
4 TOP OF ROOF
0
�
n
TO BLOWER SfARTER � 0 DUFLEX RECEPTACLE
TO DUCT HEATER - TOP OP WALL
TO HIGH TANK SHUT-GFF _
22 � -- ---
3/4" C. - 3p12 �
� � 2' -d �C- CHAN4EL � � �� --- �-� `
� � ON STRUCTURE �-� `- TO EXIiAUSi FAN � -
3/a' C. - 3w12-- - - { g �
� - - - - -� �� 3/4 C OR 7Y6
' _�_ , � I - - ( 1 ( l 1z �
L � - - - - - � � � J r-� - -� .. �
�
2.o'c. i �/z' c - a� � z. 2/ � z i
o �� e
�" STRUT BUiH SIDES OF li PANEL EC- 1 3 a c z
WALL FOR SUPPORT � � • - b8
� � (IYPICAI) SEE M - t 1e
UTILITY METER IN �� �
NEMA 3R ENCLOSURE. � � �''J " ~ �
(MEiER BY UiILITY) � r� ��� 3/4 C. - .,p12 3/4'C. - 3q10 - --
�
T
ESI CONTROL � _ 28 �-eox -� �
�. PANEL
� \ �
OUTIINE Of PANEL BOARD (FURNISHED BY OWNER) BIOWER STAR7ER
CO40UIT BODY � INSIDE 27 (FURNISHED 3/4" LIQUID .
(CROUSE HINDS L829) W�TH ( BY OWNER) TIGHT FIEX
COVER 8c GASKET ( •
(CROUSE HiNDS 270F dc GASK. 572) � � 3/4� C. - 2g12
L - - -� - 3/4" C. - 2�8 - 3/4'C. - 3� 12
3/4' C. 1 �j1 /0 BARE COPFER v 3/4 C. - 2M12 -- 10 COMPRESSOR
CONTROL UNIT
RECEPTACLE �
1 /0 AWG - � INSULATED BONDINC
(BUSHING (AfPLETON BU75) � " _
I �- I11 = �1= II1 GROUND ROD 5/8" x10' (CAROLINA P5810) TO HEAT
I� 1 -��� _ � TO RECIRC. PUMP
���. ��� DRIVEN SUCH THAT AT LEAST 9'- 6" Of ROD TRACE TO IMMERSION HEAiERS
���_� - ��� IS IN EARTH. ��v � �
� � �� � `� ' �
�Y�
CLAMP (CAROLINA CPH-58) � �
TOWN � F vAiL
G'i%ZV ...._.__DATE � �� ��
� � ECTION " A" � e s � crior� „ e„ BY-------_.
E --2 N.T.S. (SEE SHEET E- t FOR NOTATIONS) E""Z N.T.S. (SEE SHEET E- 1 FOR NOTATIONS) --�-
REVISIONS DATE BY
� RMX REYISION A FIAE NAMEs ]ERRY PASLEY [
. JOB NAIiEs : FILE HA1SEs gyi JOB N0. BYt OB N0.
R11X REYISIOK B A JERRY PASLEY I ) - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - � - - - - - - - -
- - - - � -- - - - - - - - - - - ° - - - - - - - - - - - - - - - - -- - - - - -- -- - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - -
� PAREI. A TYPEs SQUARE D KOOD 1 ' � PANfL A TYPE : SOUARB D AQOD 1
� MOUHTINGt SURFAGE I � MOUNTINGs SURFACE 1
1 YOLTAGE 120 / 208 Y, 3 PN 4 Y. ISCt 22 000 AISPERE GOMBIHED � � YOLTAGE 120 / 240 V, 1 PH 3 Y. ISCs Y2. 000 AMPERE COMBIAED I
� PASiEL SNORT CIRCVIT RATIHG 1 � PANfL SHORT CIRGUIT RATIHG i SCALE: N.T,S. .
I 125 A. MAIH OC PROTECTIOH � I 200 A. MAIH OC PROtECTION
I RA7ED @ 80X NOTE: IH HEMA.3r� ENCLOSURE � � RATEO 8 80% HOTEt IH NENA3R ENCLOSURE i PROPRIETARY
� � ) 1 USE PURSUANi TO COMPANY INSTRUCTIOHS
� � � � I H/A A. MAIM LUGS ( ) �
t !l/A A. NAIN LUGS [ 7 -- - - - � 1 - - - - - - - - - - - - - • -- - - -
- - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - -- - -- - - - - - - - - - - - - - ^ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - � - -- - - - - 1
� " ' " " ' " ' " " " - -- � � � - - � � - - � 1 DfSCRIP7I0N I CCT IBREABfR 1 IBREARER I CCT 1 DESCRIPTION 1
I OBSCRIPTION I CCT IBREAKER 1 IBREAKER I CCT 1 DESCpIPTIOH � � 1 YATTS IA1lP /P ICCT PH CCT IAMP /P 1 YATTS 1 � 9 OOSf .$ �
1 1 YATTS IAxP /P ICCT PH CGt IAMP / P 1 YATTS I - - - ^ - � � - - - - - - - - - - - - - -- - - I - - - - - - - 1 - - - - - - - - 1 - -- - - - - - - -- 1 - - - - - - - - t - - - - - - - 1 - - -- -- - - - - - - - - - - - - - 1
� � - - - - - - - - - - - - - - - - -- �- - � I -- - - - - - I - ' - - - - - - 1 - - - - - - - - - - - 1 - - - - - -- - 1 - - - - - - - 1 - -- - - - - - -- - - - - - - - - 1 - - - - - - - - - - � �
ILTG/CTRL PNL/RCP/HT TRA1 930 1 20 / 1 I 1 A 2 1 60 / 1 2900 17. 5 hp COKPRfSSOR 1 .... � LTG/CTRL PNL/RCP/HT TRA1 930 I 20 / 1 1 1 A 2 1 90 / i �800 17. 5 Ap COMPRESSOR i J�P '
ISHUHT TRIP CONTROL 1 180 1 20 / 1 I 3 B 4 I / I 2900 17. 3 Dp CO1lPRESSOR 1 ISUBrifR HTRS 1 3000 1 40 / 1 I 3 B � I / 2 1 4800 17. 5 rp COdPRESSOR 1 ,
ISPARE 1 I 20 / 1 1 3 C 6 1 / 3 I 2900 17. 5 Ap CO1iPRESSOR 1 IEXHAUST FAN/CIRC. PUMP 1 173 1 IS / . 1 1 5 A 6 1 20 / 1 I 180 IDUCT NEATER CONTROL 1 _ �C
ISUBMER HTRS 1 3000 1 90 /. 1 I 7 A 8 I 20 / 1 1 !80 IDUCT HEATER CONTROL 1 ISHUNt TRIP COMTROL I 180 1 20 / 1 1 7 B 8 1 70 / I 6250 IDUC7 HEATER 1
ISPARE I I 20 / 1 I 9 8 10 1 70 / I 6250 IDUCT HEATER 1 IBL�YER ilOTOR I 1150 1 20 / 1 9 A 10 1 / 2 1 6250 IDUCT HEATER 1
IBLO1tER KOTOR I 1150 I 30 / 1 11 C 12 1 / 2 1 6250 IDUCT HEATER 1 IBLCYER lIOTOR 1 1150 1 / 2 1 11 8 12 1 20 / 3 1 ISPARE t
IBLOMER 1fOTOR � 1150 I / 2 1 13 A 14 1 20 / 1 1 ISPARE � ISPARE 1 I 20 / 1 1 13 A 14 1 20 / 1 1 ISPARE 1 M DB
IERHAVST FAH/CIRC PU11P I 473 I 1S / 1 1 1S B 16 I 20 / 1 I ISPARE � ISPARE � 1 20 / 1 1 iS B 16 1 / I ISPACE 1 :
ISPACE I 1 / 1 17 A 18 I / 1 ISPAGE I
I SPACE 1 I / I 17 C 18 1 / I 1 SPACE 1 I SPAGE I 1 / h. 1 9 9 y0 I L I I S P A G E 1 7- � � -9O
ISPACE I 1 / I 19 A 20 1 / 1 IS PA CE � ISPAGE I I / 1 21 A 2 2 I / I ISPACE t �
ISPAC6 I I / 1, 21 B 22 I / 1 ISPACE I ISPAGE 1 1 / 1 23 B 24 1 / I ISPAGE 1
ISPACE 1 1 / 1 23 C 24 1 / I ISPACE � I 1 1 / I 2S A 26 1 / I I 1 �
ISPACE � I I / I 23 A 26 t / I ISPACE 1 � � ����
1 I / 1 27 B 28 1 / 1 t I
ISPACE � 1 1 / 1 27 8 28 1 / 1 ISPACE 1 1 1 1 / I 29 A 30 1 • / 1 I �
ISPACE • 1 1 / 1 29 C 30 1 / I - - - - - - - ISPAGE- - - - - - - - ' I - - - - - - - - - - -- - - - - - - - -- - - - - - � - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - �
" � " - - � - � � " ' - ' " - " -" ' - - - ' - - - - ' - � - � -- - - � � PANEL LOADING SUHMAAY i
f - - - - - - - - - - - - - - - - -- - -- - -- - - --- ^- -- - -
I PANEL LOADIHG SU1S11AAY � ILOAD TYPE - - - - - - - - - - - - - --- - - - - - - - - - - - - - -- 1 - - - - - - - - - � - - - - - - � - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - 1 6NGINEERING AND CONSIRUCf10N MAN9GEYENT
1 - - - - - - - - - - - - - - - - - - - --- - - - - - --- - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1
ILOAD TYPE 1 HBC 1 NEC 1
I PH A PH B PH C TOTAL I LOAD TYPE POYER DEMAND CALCULATfDI � PH A PH H TO7AL 1 LOAD TYPE POYER DEMIIND CALCULATEDI PREPARED FOR RECORD
1 LIGHTIHG 1 K11 FACT RVA FACTOR LOAD I 1 LIGHTING 1 KY FACT KYA FACTOR LOAD I
1 INCAHDESCENT 0. 2 0. 2 KY i LIGHTIN(3 � � IHCAHDfSCENF 0. 2 0. 2 KY I LIGNTIHG 1
1 FLWRESCEHT KY 1 IHCANDESCENT . 0. 2 Q 100X� 0. 2 Q 125X � 0. 3 HVA t � ���R��ENT Kk 1 IHCANDESCENt 0. 2 @ 100X• 0. 2 @ 125X • 0. 3 KvA I APPROVED:
C+ 125X � KYA 1 � 1 FLWRESCENT 2 95X■ Q 125X � KVA 1
1 I FWORESCENT @ 95X• i RECEPTACLES 0. 2 0. 2 KM I
I RECEPTACLES 0. 2 0. 2 KY 1 � I REGEPTACLES I
I 1 RECfPTACLES � 1 IfOTORS S, 1 4. 8 9. 9 KM 1 FIRSt 10 KN 0. 2 ? 95X■ 0. 2 @ 100X � 0. 2 KVA 1 " All draw�n s and written material
I lSOTORS 3. 2 2. 7 3. 2 9. 2 KN I FIRST 10 KW 0. 2 @ 95X• 0. 2 C� 100X • 0. 2 KYA I � 1 REMAINDER @ 95X• Q 50X ■ HVA I oppearing herein constifute the original
1 I REriAIHDER @ 95X� Q 50X ■ KYA 1 I OTHER 6. 9 9. � 16. 4 KY 1 MOTORS I
I OTHER 3. 7 6. 4 6. 3 16. 5 RM 1 1fOTORS � . _ _ _ _ _ cnd unpublished work of RMX and the
I - - - - - - - - - - - - - - - -- -- -- - - - 1 LARGEST 7. 0 @ 80X� 8. 7 @ 125X � 10. 9 KYA 1 � " ' -" " " " " " ' " � LARGEST 7. 7 @ 80X� 9. 6 C+ �25X • 12. 0 KYA I
1 TOTAL 7. 4 9. 1 9. 3 26. 0 KY 1 REMAINDER 2. 2 @ 80X■ 2. 8 @ 125X ■ 3. 5 KVA 1 1 TOiAL 12. 3 14. 2 26. � KW I REMAIHD£R 2. 2 @ 80X= 2. 8 Q 125X ■ 3. 5 KVA 1 same rnay not be duplicated, used, or
� I � � discbsed without the wr�tten consent
IPHASE BALANCE A- B B-C C-A PF I OTHER 16. 4 Q 95X■ 17. 2 Q 125X • 21 . 5 KVA 1 ; PHASE BALANCB A- B 8- A PF 1 0�'HER 16. ! @ 95X� 17. 2 Q 125% • 21 . 3 RVA I cf RMX"
� 81% 96X 77X 89X I - - - - - - - -- - - - � ItlIN PANEL AMPACITY 88X 88X 89X I -- - - - -
- - - - - -
IMIH PAHEl. A1IPACITY ■ 101 AISPERES 1 TOTAL 29. 1 KYA 36. 4 KVA 1 _ . _ _ _ _156_AMPERES_ I TOTAL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _30:0_KVA_ _ 37. 5 NYA I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ,
- - - - -- - -- - - - -- - - - - - - - -- - - - - - - - - -- - -- - - - - - - - - - - - - - --- -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
� - - - - � GROUNDWATER
TREATMENT
PANEL SCHEDULE "A" PANEL SCHEDULE " B� � RMX�GTME 16
ELECTRICAl. DETAILS
DWO. St1EEi N0:
� � � .
aoA, 1P WIREWAY
15A, SP �'"^
�--�� —
N H
I I
TO EXHAUST N H
FAN SWIiCH H N
RELAY T—S7A7 CONTACTOR POWER PANEL WIREWAY TIME DEIAY LJMIT SWITCH
REIAY
�—�� H --
� I �
N C
S7
PILOT LIGHT
�J � �
TO CIRC, PI�MP TO HEATERS
g IMMERSI � N HEATERS RECIRC . I' UMP � SHUNT TRI �'
N.T.S. N.T.S.
WIREWAY
2on, tP WIREWAY
�--� —
��__ _ _= REVlSIONS DATE BY
60A, 2P - 120/240V °""'--
OR
70A, 2P - 120/208V
N H G H H NH
r-57Ar - SCALE: N.T.S.
UGHT J–BOX - C � PROPRIETARY !
STARiER -� USE PUfiSUANT TO COMPANY INSTRUCTIOYS
�H cae�HEr F J •
ucHr � 90051 .21
JCP �
� KAC
SWITCH (TIMER) KAP •
HEATER
A �
7— it -90
� � �-� r..
� � � � � ��; � � ��X=
� T O W N 0 � v�� � � ����%�G AND C0."iSTRGGTlO`I YAPi9GEI�fE9"f
LI � H T I N G D U C T H � AT E R � / PREPARED FOR RECORD
D N. i.S. � N.T.S. / �v DATE�cd�Z!'�-- APPROVED:
BY------..._._______— ..---------
" All drew•ings and writ+en materiol
eppearing herein consCtute ihe origin�l
and �npublished work of RMX end fhe
sarce may not be duplicated ; used, or
disclo�ed w;ihout the ++ri?ian conser�t
cf F.MX'
GROUNDWATER
TREATMEN7
MODULE
RMX--GTM- 16
ELECT121CAL DE�AILS
D�. SHEET N0: � � w
d%
_ �_.___ � .__�.. �. ..._�,_ �r„�..�.�,_._�_.�.,._.�.�.�_�,.�.�� _a��,.,� �__.,�.,._���,.,.._._s.�,._.a_����.._a..,�.r..___»� , _, .., _�.,,.,, ........_�_ ____-•.�-..�. _. .�__�...�... _� �-... -�.._�.^.__._.._ ._ ���.._ M._�.._.�._...._ -
` _.
� -
� S 0 UT.I� .F'R ONTA GE R OAD , oa. 00 . R. o.W.
� (F�ORMERLY U . S. HIGHWAY N0. 6)
VI NI Y
' NE COR . SEC . 12, TSS, RS1W
6TH P. M . , FOUND CONC . NAIL �
� WITH REFERENCE MONUMENTS
� 97 . 79 FL
(SEE DEfAIL AT LEFT)
; 99 . 37 EOA N � �
' 40' OF 18" CMP 97 � 86 F� + SITE�
� WITH FLARED END 99 .84 EOA 40' OF 18" CMP " � ~ + • �
99 . 01 FL
- - j 9g SECTIONS . �fClN TR,yFF�C S/ WITH FLASED IOND 101 .06 EOA
- - - - - - - - - - - - - - - - 04 e4roR �N
POSr G/HP - . . � -� • � .
, ° �
% G H W G P � O„ W � o """ o � / \
100 . 71 FL ^ u> r____� � �j � � � � �
FOUND #5 REBAR WITH `� o o O 102 . 06 EOA � � .
ALUMINUM CAP MARKED '�. �
" WC 18. 00 '° LS . # NOT � '"� ^'> .�".. `'f� IOf��OMipM �
READABLE ` r SET WITNESS CORNER O ?� `� � I `� �� O � � 100 .88 I
� • p 2 - 1 /2° ALUM . CAP �
311 . 59 ' (M) � � � MARKED " WC" � O `��j�� O � CABLE FILING CERTIFICATIONs �
31 1 . 64' (D) � N73° 24 ' 16 E 24 � . 95 ' � '��� " '
SOUTFiFRLY RIGHT - OF - WAY LINE -, D N BOX
OEPOSITEO TMIS _ DAY Of , 19_ ,
�� R I IBO . 00� AT _ O� CLOCR -lA . IN SOOK A� PAGE
` POSTS ( RAIL �E (WC - SEC . LINE ) � E A A � E RECEVTION No .
, 10" ASPHALT
� . MISSING) ILLUMINATED CURB
� � ' TOP OF� `, CHEVRON SIGN 100 .00 . . 99 •9g g
� � � BAN�(TYP. ) '�. ON ROCK BASE STEEL & GLASS
� 8" MONITORING (IGN) (ILLUMINATED) CONC. BLOCK RETAINING � 36 • oePUTr
� � � I . _'_"_".-.-.-.-.-.-. -.- - - - - -- - - - - . ._'_._".- - - WELL • TYp WALL WITH STONE VENEER
� � � ` � � 2 ' DIA. CANOPY
4" WATER
O � � " PLANTER � „ ""-"'-- - - ---._-.-.-.-._- -- --.-._._._._._._._. POST - � - - _ � = SUP ORTL(TMPjOPY VALVE PLANTER FOUND # 5 REBAR
� � ( / '•. GUARD RAIL 1 UTILIIY _'_".""-.-.-.-.-._-.-.-.-.-.-.-- - ----.-.-
� � , � - - - - 6,� CONC_ CURB - - TRENCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6" CONC . CURB W YELLOW CAP
� - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - " MSM ENG CO „
� - - - - - - - - - - - - - - - - - � - - - - - - - - - - � LS. # 2568
+ � �� � �'�. ,
� � FRONT BUILDING ; e C/
1 ' � SETBACK LWE ; SE�. �e
SLOPE IS COVERED GAS PUMP � (SEE NOTE) � 2
� � i WITH BRUSH AND � . ISLAND ; DETAIL
� Y � ; �(EGETATION � `� I I � Or
�
� � `� � ` ' °e
[ s�� � ; � `. ;
l�l ��� �� � 6" CONC . 1 S ' SIDE BUILDING ; �
�'^ 3 0 � � � , CURB I I - SETBACK LINE-�' o
� 1 � , NOTES :
� z � , \ � - - - - - - - - • %
� a � � - � . � � 1 . THIS SURVEY DOES NOT CONSTITU7E A TITLE SEARCH BY BENCHMARK SURVEYING,
� l � , \ � � � � 9" MONITORING �"
. MONUMEHTATION k LEGEND CANOPY WELL ; � LTD . TO DETERMINE OwNERSHIP OR EASEMENTS OF RECORD. FOR ALL TITLE INFORMATION
� j8 . 23 OF RECORD , BENCHMARK SURVEYING, LTD . REUED ON TITLE COMMITMENT N0 . 8902285 ,
� �' W �� � i i 6" ELEC . � !'REPARED BY LAWYERS TITLE INSURANCE CO. , DATED FEBRUARY 17 , 1989 . REFER TO SAID
� ` (sEr) � � i COVERS i COMMITMENT FOR ANY RIGHTS EASEMENTS WHICH MAY AFFECT THIS PROPERTY BUT ARE NOT
T _ i ��_ SE7 �5 REBAR k YELLOW � i.�irJi_ELf_P ' + ' :N SoN!:. ) � i � � . j �
V� � PfRMA nP, \TqMPED L5� � 6407 (�ND)1 i i � S"� i GRAPHICALLY DEPICTED.
T � � �' � i ' 2 . UTILITIES SHOWN HEREON ARE LOGATED FROM UTILIIY COMPANY MAPS, WERE FIELD VERIFIED
,' t_ sEr FK rui� w awss wASr+ER. ' :_ ' XZ ' ! ! �'- � WHERE POSSIBLE, AND ANY APPARENT SURfAGE EVIDENCE IS SHOWN .
sTnMVEO 15� i64G1 � �: �NO M��nuMeN � ,a; �+�; rEU; � - ; ; ' ' 3. SITE BENCHMARK IS THE FINISHED FLOOR OF THE RETAI� AREA OF SERVICE STATION,
1 / \ � � ' ASSUMED ELEVATION = 100 .00 .
• FIRE HvDRANT • • � • TELEPHONE •FEU• • � ASPHALT . \ ; I 99 47 � �J
r` \ (/� � ' CHASE , i ' 4 . SITE IS ZONED ARTERIAL BUSINESS DISTRICT PER TOWN OF VAIL ZONING REGULATIONS . THE
I�C I ' ✓ ' • . � WAiER VnLVE \ • • • . • o-0 STREE� UGNT • • . • • • J i
� 2 � xZ � 99 . 49 i
�� , ! 2 BUILDING SEfBACKS ARE AS FOLLOWS: SIDE - FIFTEEN FEET WHERE BUILDING HEIGHT IS
f1.� � - w- wnTCpor+� \ O �nrric sicw�� � � Z" i i GAS VALVE , n LESS 7HAN TWENTY FEET , AND TWENTY FEET WHERE BUILDING HEIGHT IS OVER TWENTY
y 8" MONITORING � � �
• ! BOX ' 100 . 0 c� FEET; REAR - TEN FEET; WHERE A SETBACK OCCURS AT A PROPERTY LINE ADJACENT TO
� • "'�" v�aTeRME:rr� � srREe sicN �, WELL 1 . 7 ' UTILITY � ' SITE HENCHMARK ` �`" THE SOUTH FRONTAGE ROAD, A MAXIMUM OF SIXN PERCENT OF THE �ENGTH OF THE
, � -- , -�j � W TER SPIGOT ' �
• n�aaHO� CONC. AREA x H.c. rw�P T R E N C H
� , �� w� , � i gg 55 , � SETBACK MAY BE KEPT TO THE MINIMUM FIFTEEN F00T DISTANCE FROM THE PROPERTY LINE .
� -ss- v.N. sEweP �iNE \ -�r� qSHPA�r pRFA �, '- STEEL GUARD , y� VP�-vE i � ; = THE REMAINING FORTY PERCENT OF THE LENGTH OF THE SETBACK SHALL BE TWENTY FEET
� � � \ RAIL • � i � OR MORE DISTANT FROM THE PROPERTY LINE. ADDITIONAL RESTRICTIONS CONCERNING
� -5T - SiORM SEWER UNE T�, TOP OF CURB � � � ! i
h � � 8" MONITORING i i w F3UILDWG HEIGHT, LANDSCAPWG, PARKING AND LOAOWG CAN BE FOUND IN THE TOWN OF
PLANTE
� - e - c n s u r+e I F� ctowuNe ' . • 1 2�' WELL ; � VAIL 70NING REGULATIONS, CHAPTER 18 . 29 .
� Q ; � I cas vn�vE Eon EDGE OF aSPHALT � � _ X,L, � i AIR HOSE E EC7 OUTLET 1j' 9 �
J = li • cns Mt� I ro� Toa ov nsarw�r � 12" z i i ELEC . OUTLEf � 9g�26
O m J , ---ou - oveRHEno unun Nc NqNRAL GROUND �. � � FF = 100.00 �8i�. i3 �res)
�� a Y �� � ( urnm' co�E I r+ roP oF wui � � � - AIR HOSE 234 SQ. FT. RE7AIL AREA '
U
� �Q � - E � UNDERCROUND ELEC. BW BOTfOM OF WNy U (n � i �"� 3 CONDUITS � 1 - � �4 � � � �
� � ; O DEGDUOUS TREE / CONQ CONCRETE z z ', AREA = 39, 696 SQ. FT. � - --- - - ; ° �, CERTIFICATION:
N � ° > � 0. 9113 ACRES O N E STORY BLOCK SERVICE
I � � P�NE TREE =� ROOF OVERHANG � �
� ' / � � � STATION WITH STONE � I HEREBY CERTIFY TO AMOCO OI � COMPANY, AND TO IAWYERS TITLE INSURANCE
\ ; crwN uNK F�ce- - • iv000 �NCe g = `� CORP . , AS FOLLOwS : THAT THIS SURVEY MADE BETWEEN JUNE 28 , 1989 AND
� ' � � �- ' • 9" M O N I T O R I N G V E N E E R O N N . , E . , & W . SID�S J U N E 3 0 , 1 9 8 9 , U N D E R M Y S U P E RVI SI ON IS A TRUE AND CORRECT SURVEY OF
1� BARB WIRE FENCE WOVEN WIRE FENCE
� � w � �, WELL, EL. 98 .57
� w THE HEREIN OESCRIBED PROPERTY:
; '""�'- ' � o � � 934 SOUTH FRONTAGE ROAD � �
,' /Oo Y� , FLOOO [ i�liY a �, W ! • A PART OF THE NE1 /4 NE1 /4 OF SECTION 72 , TOWNSHIP 5 SOUTH , RANGE 81 WEST OF THE SIXTH
; I � PEQ F.E.PLA. TOi2t/ oF rx�c � 4" PVC C/0 IN -J DELIVERY BOX t� ; � PRINCIPAL MERIDIAN , DESCRBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE
; I ���v�iaSraor, suvou�o �; 8" CAST IRON BOX �aI➢ � ' � EAST LINE OF SAID SECTION 12 WITH THE SOUTHERLY RIGHT - OF- WAY LINE OF U .S. HIGHWAY N0 . 6 ,
� � � (SANITARY) � GAS METER � .�' SAID POINT BEING 634. 15 FEET SOUTHERLY FROM THE NORTHEAST CORNER OF SAID SECTION 12;
; 8✓ r.�.t� T.�....✓ �i r�a.c � 3" STEEL � GAS SERVICE " THENCE WESTERLY ALONG THE SOUTHERLY RIGHT - OF-WAY LINE OF SAID HIGHWAY, A DISTANCE �'? F
� 1 GUARD POSTS PROPANE WATER SPIGOT ELEC . METER! 240 FEEf, MORE OR LESS, TO A POINT ON THE EAST HIGH WATER BANK OF RED SANDSTONE !:; kEEK , ^
% �� GAS SIGN � - 1 /4" CONDUIT & SERVIC THENCE SOUTHERLY, ALONG THE SINUOUSITIES OF SAID EAST HIGH WATER BANK , 200 ��
' � SANITARY OUTLEf & 3/4" CONDUIT , FEET, MORE OR LESS, TO ITS INTERSECTION WITH THE NORTH HIGH WA7ER BANK OF GORE CREF � ;
� I `� � MANHOLE � Z" CONDUIT ' � THENCE EASTERLY, ALONG THE SINUOUSITIES OF THE NORTH HIGH WATER BANK OF GORE CREEr' ,
37 . 7' � �
' � 245 FEET, MORE OR LESS, TO ITS INTERSECTION WITH THE EAST LINE OF SAID SECTION 12 ;
� ; NE COR. SEC. 12 , TSS, 1 PROPANE TANK ��� 7HENCE NORTHERLY, ALONG SAID EAST LINE, 160 FEET, MORE OR LESS, TO TN : �� ^ ! c� r nr ; , r , . . �
' R81W 6TH P . M . �; 99 • 39 , 1 - 3/4" PIPE
� � FOUND CONC . NAIL IN ; ON SKID • CONC . BLOCK ' OUT OF WALL
' ` 8" MONITOR � ci� .�� & DOWN TO THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, BELIEF AND OPINION TH
, WESTBOUND LANE OF I - 70 � 12" COVER RETAINING WALL SURVEY ACCURATELY REPRESENTS THE RESULTS OF THE FIELD SURVEY AND THa '
� � EAST LINE 97 . 66 6" CONC . CURB WELL OIL SUMP 4' HIGH � GROUND ANY APPARENT EVIDENCE OF ANY EASEMENT CROSSING OR ADJACENT TO SAID
� ., ; I � SECTION 72 � PROPERTY IS SHOWN AND THAT ANY VISIBLE EVIDENCE OF ANY ENCROACHMFr: T
� O ; 50 FTSEr9,qcK �'� % ONTO SAID PROPERTY IS SHOWN , AND THAT RECORD EASEMENT INFORM ` . rJ r �� ' .�
� � ' � FRO/�I ,�' CQEEK ` 99 . 69 ToC � 96, �
_ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ __ _ ____ __ _. _ ._ ___ _ ._.._.._.. _ _..__ _..-.,_.._ _ , 6g ON THIS SJRVEY IS FROM TITLE INFORMATION SUPPUED TO M , AS NC. r , %
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N20' 03 ' 08" W 1 � " - � � S
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s8��5 ' ' � � " W S71 • � 5 � os�� W 35 � 32 � � GORE CREEK STATE OF COLORADO
�CP.Lt : 1 ° _ � � � BENCHMARK SURVEYING LTD .
NORTH HIGH WATER � N 1 / 16 COR , SEC . 12 ,
39� 47 ' 33 . 55 � BANK GORE CREEK � TSS , R81W 6TH P . M . _ ,_ _ _ � �
� FOUND 3 - 1 /4"� B . L. M .
� ALUM . -EAP STAMPED " 1984" - - 40 INVERNESS DRIVE EAST, SUITE 200
` � � BENCHMARI{ ENGLEA'OOD, C0. 80172 303 792 -2B28
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APPROVED:
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Cherron U .S.A. Inc.
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STATION #7--Q499
934 SOUTH FRONTAGE ROA�
VAIL, COLORADO
' ELEVATION
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� CONCRETE c7M GROUNDWATER TREATMENT �tODULE 1 . ALl EXISTING UTILITIES SHALL BE ADEQUATELY PROTECTED FROM DAMAGE
�-.��� rYP. TYPICAL DURING CONSTRUCTION. IF DAMAGE OCCURS IT !S 7HE CONTRACTORS . REVISIONS �ATE BY
o.� ;.• •.�. GRAVEL RESPONSIBWTY TO MAKE REPAIRS IN CONFORMANCE WITH THE UTIUTY
�� EXIST. EXlSTING COMPANY'S SPECIFICATIONS, AND/OR PAY THE UTIUTY FOR DAMAGES
ASPNALT PAV{N� INCURRED AND REPAIR COSTS.
�Mw- O.H. OYERNEAD
MONITORING WELL 2. CAUTION IS TO BE EXERCISED WHILE WORKING AROUND EXISTING
ELEC. ELECTRIC STRUCTURES. IF DAMAGE OCCURS, THE CONTRACTOR SHALL REPAIR
�R'�- RECOYERY WELL 7EL. TELEPHONE DAMAGES AT NIS OWN EXPENSE TO TNE OWNERS SATISFACTION.
ioo.o . ELEVATION CoNC. CONCRETE 3. THE CONTRACTOR SHALL FIELD VERIFY TNE EXACT LOCATION OF ALL SCALE:
-oc— OVERHEAD ELECTRIC SCH. SCHEDULE EXISTING BUILDING fLEMENTS AND UNDERGROUND UTIUTIES PR{OR PROPRIETARY
-or— OVERHEAD TELEPHONE TO CONSTRUCTION. ALL DI�AENSIONS SHALL BE VERIFIED ON SITE use Puesu�r+r To co�ra�v+Y iNSteucraNs
- e— UNDERGROUND ELECTRIC PvC POLYVINYL CHLORIDE AND DISCREPANCIES REPORTED TO TNE ENGINEER. oRO�tcr:
- T — UNDERGROUND TELEPHONE 90f39.21
_ - w— WATER LINE c.�. CAST IRON THE CONTRACTOR MUST EXERClSE GREAT CARE IN LOCATING ALL Esi E :
-ss— SANITARY SEWER LINE D.�. DRAIN INLET UNDERGROUND GASOLINE AND ELECTRICAL LINES PRIOR TO KAC
-sr— S70RM DRAiN LINE ANY EXCAVATION WORK AT THE SITE. TNE CONTRACTOR WILL BE HELD KAC
c.i. GALVANIZED IRON LIABLE FOR DAMAGES CAUSED BY ANY BROKEN CONDUITS.
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FL. IN- LINE TEE FITTING ELEV. ELEVATION KAP
iNV. INVERT �. ALL MATERIALS PROVIDED AND CONSTRUCTION PERFORMED SHALL BE
� DETAIL OR SECTION PROVIDEO AND PERFORMED IN ACCORDANCE WITN THESE PLANS. AND � 8- 9 -90
SHEET NUMBER MIN. MINIMUM IN CONFORMANCE WITH THE UNIFORM BUILDING CODE, MECHANICAL CODE.
(6} EX{STING B.G. BELOW GRADE Y NATIONAL EIECTRIC CODE. AND ALL APPLICABLE STATE AND LQCAL CODES.
� CENIER LINE 5. THE CONTRACTOR SHALL MAINTAIN FULL RESPONSIBILITY FOR CONTACTING �- ���---
UTIUTY SERVICE COMPANIES AND AGENCIES AS REQUIRED FOR CONNECTION
` INFORMATION. SPECIFICATIONS, AND INSPECTIQNS. HNCi1VEERINC AND CONSTSUCf10Ii 11A.YAGE11[I'sNT .
6. THE CONTRACTOR SHALL SiORE AlL CONSTRUCTION MATERIALS IN A NEAT
� AN� ORDER�Y FASHION IN SUCH A WAY AS NOT TO QISRUPt THE NORMAI. PREPARED FOR RECORD
BUSINESS CONDUCTED AT TNE SITE. ALL ON-SITE STORAGE AREAS MUS7 APPROVED:
BE APPROVED 8Y THE STATION MANAGER OR AN AMOCO REPRESENTATIVE.
AT THE END OF THE WORK DAY. THE CONTRAC70R SNALL POUCE THE SITE
FOR TRASH AND DEBRIS. ALL MATERIALS. TRASH ANO DEBRIS ASSOCIATED Chevro
WfTH THE CONSTRUCTION SHALL BE REMOVED FROM THE SItE UPON Chevron U.S.A. inc.
COMPLETION.
7. CONSTRUCTION SHALL BE PERFORMED IN SUCH A MANNER AS TO MINIMIZE
INTERFERENCE WITH THE NORMAL BUSINESS CONDUCTED AT THE SITE.
IT IS REQUIRED THAT WORK BE PERFORMED IN A SAFE MANNER WITH GTM
- COMPLETE MAINTENANCE • OF PUBLIC SAFETY. `
STATiON �"1-0499,
UNDER NO CIRCUMSTANCES SNALL TRAFFIC TO THE PUMP lSLANDS BE BLOCKED, 934 SOUTH FRONTAGE ROAD
OR ANY STATION INGRESS OR EGRESS BLOCKED WITHOUT PRIOR NOTIFICATION VAIL, COLORADO
AND APPROVAL OF THE AMOCO REPRESENTATIVE OR STATION lAANGER.
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SETBACK LINE ( E ) REWF. CONC . PAC - B U I L D I N G
/ . RW _ � . REVISIONS DATE BY
� . — CONNECT NEW �C SCH 40 PVC REVISIONS FOR PEC 9 4 90 KAP
/ . INSTALL RECOVERY - CONNECT NEW SEWER T0 : %� CONDUIT TO EXISTING CONDUIT.
VYELL HEAD EXISTING. SEE NOTE 1 . • /i � EXIST. UNE 38� DEEP.
SEE DETAIL �
INSTALL SANITARY SEWER /i /
� , SEE DETAILS e�c �_ 8 . �
� � . . ( E ) GAS METfR INSTALL � SCH 40 PVC CONDUIT
SEE DETAIL e
/ . ( E) SANITARY SEWER MANHOLE ( E) GAS SERVICE
� / • � ( E ) 12" OiL SUMP COVER .
( E) ELEC . METER SCALE: 1 = 10'
. � INSTALL BOLLARD POST & SERVICE PROPRIETARY
I USE PURSUANT TO COwPANT INSTRUCnONS
. ( E� PROPANE TANK SEE DETAIL � o,, o� I PROJECT:
— � � ��� � 90139 . 21
� � EDGE OF PAVEMENT � MW 6 �' � � �r3 �3� l.����� KAP �
A ,°' � - � - �
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N � ' E EXIST. O . H . KAC
^' � � ; � � � POWER POLE DBC .
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Z . �i'4� ELEC. CONDUIT- ( E ) SEWER LINE �NSTALL 120/240V 10 O.H.ELEC. 8 T9 - 90
.. TO PANEL. SEE NOTE 4. / SEE NOTE 3. to SEWER
� RMX-GTM- 16 - s5 -- - -�pNHOIE
(INSTALLATION 8Y OTHERS) gs - ss - --- - -
. ( E) 6' CONC . CHASE / � INSTALL 4� PVC CONDUIT -� - INSTALL AIETER BASE. MAST, WEATHER HEAp RMX
ri AND 6ROUND ROD. SEE NOTE 3.
� � SEE DETAIL e 2'x2'x3/e STEEL PLATE (6) . (E ) SEwER CLEAN OUT SEE DETAIL
. � . INSTALLED BY OTHERS. • � 6NGWEERING AND CONSTRUCfION YANACEIISNT
• - INSTAk1 JUNCTION BOX
Z '. SEE DETAILe NOTES; PREPARED FOR RECORD
N N ' 10' REAR BUILDING . ' "� 1 . CONNECT NEW SEWER UNE TO EXISTING AS APPROVED:
� � Q • SETBACK LINE � � ' • • • . . � INDICATED. SEWER LINE CONNECTION SHALL BE
MADE IN FULL CONFORMANCE WITH UPPER EAGLE
s-� O ' � / ^� VALLEY SANITATION DISTRICT SPECIFICATIONS AND ALL CI'19VY0
�: • • • • ' � � � • � O ^� APPUCABLE CODES. � Chevron U . $ . A . Inc .
�C �. . . . . . . . . . . . . . . , . O ^
2. EXiSTING SITE FEATURE, STRUCTURES, PROPERTY LINE, �
, , � 3S w — S g2 • 55 , „ � ANO UTWTY INFORMATION TAKEN FROM BENCHMARK
1 � „ W S 82 • 39 , 17 ,, S 5�6 35� ' � j �36 w DATEDYI�G25LT$D9 IMPROVEMENT SURVEY PLAT
�v � S 6 7 , 1� — — �2 �_
�,� o ; _ _ 31 69 � 4. 09 ' 3. COORDINATE ELECTRICAL SERVICE CONNECTION WITH GTM
L,� O . , � GTM INSTALLATION. GTM INSTALLATION BY OTHERS. #
. • ' � STATION 7 -0499
�, cN ' ' • ' � ��„ �� T' 934 ROAD
. . . . . . . . . . . . 2 , E E n SOUTH FRONTAGE
, � ' ' • • - • • • • ' ' ' ' ' 3 ' � � 4. REMOVE AND REPLACE 3k° ELECTRICAL CONDUIT AND VAIL� COLORADO
� .� 5 5 35� G p R E NSTALLAT�ION. ASFIELDUVERIfY �E T NDS GTM
_ _-- - _ ; 82 •�11„ w / ' SITE PLAN
�9. 07' ' - ---� S 71 '�06 �W ------� 48 HRS. BEFORE DIGCINC CALL 48 HRS. BEFORE DIC�ING CALL 48 HRS. BEFOR� DIGCINC CALL THE IN TXE EYENT OF
33. 55 HERITACE CABLEVISION FOR LOCATES HOLY CROSS EZECTRIC FOR LOCATES UTILITY NOTIFICATION CEIVTER A SPILL OR AN EI[ERCENG'Y, DWC. SHEET N0: C �
(803) 949— b539 (803) 949- 5892 FOR LOCATES (303) b34- 6700 DIAL 911 FOR FIRE DIs'P1'. �.
SS � :
, ,s �/ : '
� SERVICE BUILDING (E) GAS MErER � �
/ Sg =' (E) GAS SERVICE
(E) SANITARY SE4YER MANHOLE -
55 � (E) ELEC. METER
& SERVICE
O (E) CONCRETE CURB /
/
2'x2'x3/e STEEL PU1TE (d) - -
INSTALLEO 8Y OTHERS. --_ � _ T �- p
------_____ -- .� c� �
�
MW � 6 INSTAII REDWQOD CURB
SAW CUT AND � AND 1�Y PLYWQOD SKIRT - ` (E) 12" OIL SUMP COYER • - . - `` `- (E) CONCRETE ELOCK WALL
REMOYE CONCRE �E SEE DETAIL � ----- � ' ' ` � f
CURB AS INDICATED -- _ ' . '� . � G
SEE NOTE 2. PAINT SKIRT TO MATCH GT�1. _ ' ASSUME
100.00� '
� SEE NOTE 4. i' � . •
3 M : . _ - . • -: - , o • • �
REMOVE 3 �h" --` .— !`
ASSUME 'a^ STEEL SOLLARDS (2) � s `� �
99.00 REMOVE CURB - — — -- T — �- — - —,. T -� - �, � �. � / / / //� //� / /,
/ / T�i� �
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EDC•E OF PAVEMENT _ � /• � �� �% y�j�i��i��ji/�ji�j://�i//�i/�i//� //�//� �/�/�! //��//��//�/i��/i�//�///�///�t �. POWER POLE
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1U0.08 2
TOP OF SLOPE � � • i: � . . . _ . , _ . , i , . � . � . . : • , � , ' j� ' . .
, ;, , ;/ : - . , : : g9�0• . < ; � .�' ' ' - .__/ . . � , , . � . , .. • ` • . . •
, • , . 99.43� ; • • " 2: 1 SLOPE ; ; =. . - , , . . . • . . _ . . _ , � . , � , . , . .
INSTALL NEW ASPFiALTIC CONCRETE , : .- , � . - . , , : - " •, np, � INSTALL 6'-� REDWOOD FENCE • � �� � SLOPE , • � , , ` ` . -
SEE NOTE 2. . , , , . - . ( _ 7 : . � . . � (TYP.) , . • -/ • '
• . � SfE DETAII • � . . • . . . ,
TOE OF SLOPE � ' � � ' ' . • � s .' ' • . ' e. � � - � ` ' - • ;i : ' ' ' , � SAW-CUT AND REMOVE
_ ', • , '
- - �. � � ` . � . � ' - • . . •� i. . . . • � ,- • 5' CONCRETE BLOCK
INSTALL PAD ��`"- - � � ' � • • � � • . • ' . WALL AS iNDiCATED.
- ` -- -- _ SEE NOTE 1 . ��'`� � ' . ' - - ' _� � . . . - , ' SEE NOTE 2.
- - . �- = .
` ' - - - - -- - - � - - --� ' 96.00 - , ' • . • , ' . . < '
- - �- - - ---� - -- - - - --- - - — - - - _- -�"�- . _ - �
EXIST. ELEVATIONS - : _- �- i / �
. /
-- - - - - - - � �
- _ -- _- - - : / NOTES:
- - - -- -- _ ._ - - - - ---- � -- - - - - - ' - - - - -- �
� -- -- � - - -- - 93.00 �� - -- - - -____ _ _ - - - - : 1 . PRIOR TO CONSTRUCTION OF TNE PAD, CLEAR AREA TO RECEIVE REVISIONS OA1E pY
• BACKFILL OF All BRUSW. lOOSE ROCKS� DEBRIS, AND VEGE?ATION.
DfSPOSE OF MATERIAL OFF-SITE IN ACCOROANCE WITN LOCAL CODES �EViSiONS < f0� PfC . 9 4 90 KAP
- - - - - - - _ __ � r�� ANO ORDINANCES.
- _`.- - - - ---
. _ _ _, O
- - -- - - - - - - --__ .__ _�_ _ _ __ _ _ _ - -- -- - -_ � � — — - - - - � O �` IMPORT BACKFIU. MATERIAL SHALI BE A FERTILE, FRIABLE SQIL OF LOAMY
- 90.00 - - - ___ __ _ - . p � CHARACTER CONTAININCa AN AMOUNT OF ORGANIC MATERIAL NORMAL TO -
: � � THE AREA. THE BACKFILL MATERlAL SHALL BE FREE OF REFU$E. WEEDS,
__ _ • p ^ ROOiS. SOLVfNTS. CONCRETE. RQCK'S OVER Y IN DIAMETER AND
- - - - - -- - - -�_ ___ _ __ _ • _ -� O '� SOIL- BORNE DISEASES.
� ' - ` — � ' 87-OD . _ __ __ _ _ , _- - - - � � � ! !.� ' \ � � SPREAD AND COMPACT BACKFILL IN 6" LIFTS TO 959: REIATIVE COMPACTiON� SCALE: 1'� =5'
. \ / TO DIMENSIONS ANO ELEVATIONS SHOWN. TOP 9" OF THE PAD SHAII BE PROPRIETARY
. / MADE OF 3/4" CLASS II AGGREGATE BASE CpMPACTED i0 909L REUITNE uSE PuRSUnnT. To CO�A:wY iNSrRUCTwNs
� � COMPACTION, AND 3' OF ASPHALTIC CONCRETE (SEE NOTE 3). PaorccT: .
9Q139.21
2. AFTER THE CURB AND BLOCK 1YALL NAVE BEEN REMOYED. MAKE CLEAN E i� f s
• . • STRAIGHT CUTS IN THE EXISTING ASPHALT TO PROVIDE A SUITABLE INTERFACIAL KAP
SURFACE FOR 7NE NEW ASPHALT PAYING. '
. KAC
� H KE :
/�--_,_ 1 � � 3, iNSYALL ASPHALT PAVING TO EXTENTS SHOWN. SUBMIT PROPOSEO .!0$ MIX DBC -
� / - --�_ S 82 , FORMUI�4 TO ENGINEER TWO (2) WEEKS PRIOR TO INSIAWITION FOR APPROVAL AT 5
N
' S�'� 38� W ' � 33. p5`6 w PLACE ASPHAIT ON TNE PREPARED BASE COUkSE SPECIFIED IN NOTE 1 . 8_ 8-90
5 5� -35' � -`------._,_ � JUST PRIOR TO PLACING THE ASPHALTIC CONCRETE, PRIME COAT AGGREGATE
/ / /� ZC7 • " ----�__ BASE ANO EXISTfNG PAVEMENT EDGE WITH ASf�HALT BITUMEN AT 0.2 GALLONS � � � ,�r �>�
PER SQUARE YARD. /V/ X
/ L ri.�1,
_/ PUICE ASPHALT IN SUCH A MANNER AS TO DISALLOW SEGREGATION OF
AGGREGATES IN . THE MIX. ASPHALTIC CONCRETE SHALI BE A MINIMU.M OF �.NGINE�RL*�G AItiO C055fHUC170:1 �ANA6E�[EY'�
3 INCHES THICK AND SHALL 8E LAID IN TWO LJFTS OF NOT LESS THAN '
1 INCH OR MORE THAN 2 INCNES THICK. THE TEMPERATURE OF THE ASPHAIT
AT TtME OF PUCEMENT SHALL BE ABOVE 225F. PREPARED FOR RECORD
THE ASPHALT SHALL BE THOROUGHLY COMPACTED TO A MINIMUM Of APPROVED: :` `
939L OF MAXIMUM DENSiIY FOR EACN LJFT. ROLIER COMPACTION SHALL ----
GONTINUE UNTIL ALL ROLLER MARKS ARE ELIMINATED AND NO FURTHER
COMPRESSION IS POSS►BLE. IN AREAS INACCESSIBLE TO ROLLER5, THE ASPHALT CI19Vf0 :
SHALL SE THOROUGHLY COMPACTED WITH HAND TAMPERS AND MECHANICAL CF18Yf4�T U.S.A. I11C.
TAMPERS. THE FINISHED SURFACE SHALL BE FREE OF DEPRESS)ONS
EXCEEDIMG 3/ 6 INCH !M 10 FEET WHEN TESTED WlTH A 5TAlGNT-EDGE.
4. INSTALL 4 — 12' xiY SCREENED YENT OPENINGS IN SKIRT,
EVENLY SPACED . ALONG SOUTH SIDE OF GTM. PAINT VENT GTM
FLASHIN(3 TO MATCH GTM. STATION . �7-0499
COORDINATE RfDW40D CURB AND SKIRTING MSTALUTION WITH 934 $OUTN FRQNTAGE ROA�
GTM INSTALLATION. GTM INSTAlUT10N BY OTHERS. 1�AIl, COL012AD0
IN THIS EVBNT OF 48 HRS. 91s�FORlt� DICCINC CALL TIfE SITE GRADING PLAN
A SPILL OR AN E�lls'RCBNCY, UTILITY' NOTIFICATION C�NT�R
DIAL 911 FOR FIRB D�PT. FOR IACATES (303) 634-87Q4 0�. �er ►+o: �s ' .
'
�1r "' '� ._
- >
- FOR SEWER AND VENT
PtACEMENT DIMENSIONS
SEE DETAIL Ee
ROUNDED CONCRE7E TOP -
4' C.I. SEWER LINE. INSTALL 2' C.I. VENT — •
CONNECT TO � TO 2'-0' ABOVE EAVE
SCH 40 G.I. EFFWENT LINE ON GTM.
LINE IN GTM. SUPPORT YENT TO
SEE NOTE 1 . SIDE OF GTM.
SEE NOTE 2.
(E) SEWER CLEAN QUT
GRADE - 4'
_ =1 = - - I - - I ! 1 = 111= � 1 - ! � 4� STEEL POSt FILLED
- - 11 --111= = = WITH CONCRETE (SEE NOTE i )
III I� III II � =
I— ill
J� IJ — — CROWN
� I ► t =111 :
- iIl - ii1 : � .
; ii — I11 = IIIUf -
(E) SANITARY SEWER UNE - — = � � I —
= 11 ; ' 3' ' (7YP.)
11=1i1- _ � = 111= =
�III CONCRETE (SEE NOTE 1 )
iI � -
FLOW II
4' x4rX ��4 L GTM SUPPORT
SEE DETAIL �8
NEW CONC)ETE APRON I � 4'- 10°
(ALL SIDES �
�f6" MIN. Ui1LIlY BOX SAW CUT �
EXlST. CONCRE (E � 1 Up (ALL SIDES) 4' SCH 40 PVC CONDUIT
OR ASPHALT -- ��__ - - - - - SEE N01E 4.
THICK.NESS + 1' � o '' �; ° d � p r e � R •� / � � °
�Ttt�ti, ��-- _. L1 = l = 1 �
g' A�GREGATE BASE, -- = HI � 111� . '= ° - 11 , = - -- - -- r ��
CIASS ii 95% REtATiVE IIL ' � • � � . -� III - 11�111 " � L - -- -
C01/.PACTI4N, MIN. - -- -- - +
� L' • p '- Q
�' �
� � ��1' • . .� ' ^.T� r � � � ,
� =--b ° _. I II = � -
I II - III ;:Y :� ,. ,_ I1� �14!il - o - o - � I i
III_ali - ; ': • o � : '• - Ill � " 1 1 �
- --I f ..�' , �� '� . - '" � — � �
BAGFILL -- . r- ;� I
959: REIl►TIVE :_, r - __V; ._ � — -I �) 1 CNRISTY B24 BOX WITH SiEEI l!D
COMPACTION, MIN. � - . - I ��
; � 5 - '-_y_ 2' -0" �'�''�
11 � �, � '.� .�-r; ;' I I ��� _
� � ' .-t . ' l�I111 - - -
III ' ;; ' y�� . -y f, r. . „ �" �� GTM FOUNOATION
II ! - - ' ',�� ". .s-- � - --_ ' . ` � ` SEE DETAIL F
UNDISTUkBED SOiL - -_� �j� •_ �`�=.-"� � '' - �� S • ' ' ��� ���� �� - ` e 1 RUBBER PRODUCT LINE
i� lll �{I � III - U � I I - � �=-111 - �III = -- - Ilr_ �� _ i -�� � � - _ 14=
� n =� ii�i�=_ n�� � ii=� n�n =�i��Ti =n�= � , i �,r� . —w=u L—
IIUit— �l1 — II i • � lil—Ip=111= 1;1= �/z RUBBER AIR LINE
— I� � II�_-III I11_ II1 � 11 _ II ) —��j_ ' i ;-�=_nl
_ — 1 I I I�� I I — iT�_�m�n
�/4 RUBBER BUBBIER LINE
i I I �" - -" J g" MIN. 3/8" PEA GRAVEL 4' SCN 40 PVC GONDUlT (TYP.)
TO RECOVERY �----j� �--+ TO RECOVERY
WEIL 1 IL WEII 2
S � CYION " A" SECTION " B"
� �
6 5 1 . INSTALL GHRISTY 824 UTIUIY BOX SAME AS Bi730 BOX
O � CHRISTY 81730 ( 17� x30" ) UTILITY 80X WIiH 81730-SIG SHOWN IN DETAIL F�
� STEEL CHECKER PLATE SCREW DOWN LID MARKE�
'�' ' � " RECOVERY WELL' . U�E CHRISTY 81730 EXT EXTENSIONS
� � AS REQUIRED. 2. TEE'S. ANO HOSE ADAPTERS SHALL BE BRONZE AND OF
7 O2 4' SCH. 40 PVC CONDUIT SAME DIMENSION AS HOSE. (FURNISHED BY OWNER)
� � .
3 1 � RUBBER HOSE PRODUCT LINE. FURNlSHED BY OWNER 3. ORIENTATION OF JUNCTION BOX SHALL CORRESPOND WITH
� � O � � THAT SHOWN ON SITE PLAN.
� _ - O �/2 RUBBER HOSE AIR SUPPLY LINE. (FURNISHED BY OWNER)
4 ' 4. 5TU8 UP CONDUIT FLUSH WITH GRADE WITH A 4" PYC FEMALE
� � � " "' A O �/4 RUBBER HOSE BUBBLER AIR LJNE. (FURNISHED BY QWNER) ADAPTER. PULL ALL HOSES THROUGH CONDUIT AND COiI A
. - " Y�':y '- �• 20' TAI! OF EACH HOSE BESIDE CONDUlT STUD-UP.
9 j � O6 ESI BELLOWfS LIQUID LEVEL CONTROL. (FURNISHEU BY OWNER) TAPE OVER TOP OF FEMALE ADAPIER TO FREVENT DEBRIS
� •
� � ' FROM ENTERING.
_ � O ESI IN- UNE VENT VALVE. (FURNISHED BY OWNER)
� . �� ' � � O8 WINCH. CABLE SUPPORTS WELL PUMP. (FURNISHED BY OWNER)
O9 WINCN SUPPORTS. (FURNiSHED 8Y OWNER)
10 RECOVERY WELL (EXISTING) JUNC1' I0N BOX G
� � 3 � � 11 DlSCHARGE GLOBE VALVE. (FURNtSHED 8Y OWNER) N.T.S. REVISIONS DATE BY
C - 4
, REVISIGNS i0R FEC 9 � 90 KAP
�
f' LA N V I G�r . 2x4 STRINGERS ON EDGE,
FLUSH TO OUTSIDE OF POST, SCALE: N.7.S.
ANO BUTTING BETWEEN THEM. g�-p' oN cENrER PROPRfETARY
USE PURSUANT i0 C9IAPANY {NSTRUCTIONS
— P120JECT:
4TES: 90139. 21
ESI NE .
1 . INSTALL UTILITY BOX ON UNDISTURBED SOIL OR BACKFILL COMPACTED KAP
TO 959: REL4TIYE COMPACTION. :
�txs eonROS KAC
2. DESIGN STRENGTH OF CONCRETE SHALL 8E 2,OOOpsI AT 28 DAYS. �py sc��'�° Nt��lit�9 70 � � c DBC � '
STRINGERS a '
3. CONTRACTOR SHAIL PULL ALL HOSES THROUGH THE 4" PVC CONDUIT FROM BETWEEN POSTS.-� � `� � 8 i� -9Q
THE STUB-UP AT THE GTM TO EACN RECOVERY WELL AS INDICATED ON i b .
SITE PLAN. SPLICES MADE IN THE RUBBER HOSES WILL NOT 8E ACCEPTABIE.
COIL A 4' TAIL OF EACH HOSE INSIDE 7HE RECOVERY WELL HEAD.
ITEMS 6O� OO � OO � OO � �U . AND 11 WILL BE INSTALLED BY OTHERS. 4' x4' POST ``� _ __� � ����
4" CLEARANCE
ASPHALT I{!VGIBEF.RLYG AN➢ CONST&U1110N �[A.NAGEME.\'7
FINISH GRADE ur> w - i_ � • u�u��� =_' lu�-3n ` f ..'.. •• u�sa�
RECOVERY WELL HEAD F � `' - �� ��
„ _ �� , ': PREPARED FOR RECORD
t� ' :
N.T.S. C - 4 ��= ' ,,,,,, � , , - : .
�� '-�� - �= • CONCRE7E -- ` APPROVED:
���_, :
m=r_n s��
��=Jn = ��
e 3/8" PEA GRAVEL � ti, ` CI78Yf0 �
�� ,;;� - �� Chevron U. S.A. Inc.
;���
REDWOOD FENCE H cTM
N.T.S,�-: C- 4 STATION #7-0499 ,
934 SOUTN FRONTAGE RQAD
VAIl, COLORADO
IN TXE EYIs'NT OF 48 NRS. Bls'FOR1: DICCINC CALL THE SITE _ DETAILS
" A SPILL OR AN F,MERCENCY, UTILITY NOTIFICATION C.$NT�R
� DIAL 91f 1�'OR FIRL D�P7: FOR LOCATES (303) 634- 8700 owcr, s�Er ►ro;
. , �.� � : '
55 i ;
55 / • . /
' /
55 (E) GAS METER
(E) SANITARY SEWER MANHOLE SERVICE BUILDING (E) cAS sERVicE G
ss /
l (E) ELEC. METER �
O & SERVICE .
/
o �
�la'� � " ° „ ��� � �r`��- �^ �'
MW- 6� �F //�'jrui?��r.�r�`-� . ,
, (E) CONCRETE BLOCK WALL
f��,� : , i
�,, �t� � � ,S/�II/ c�- (E) 12' 011 SUMP COVER D ,
I� O . � .
��� � tf • m� .
- - � d_ � � �
-- ---- _ � L f1�'� ' \ �
- ��� REDWOOD FENCE X � : �� � , EXIST. O.H.
J � RMX-GTM- 18 • �� POWER POLE
� EDGE OF PAVEMENT J � - - - � _ ` _ ' • _ � (fNSTALIED 8Y OiHERS) ' � � ,�
f_/ _ ^ _i . . i � . � .
//�] / � n . , ' � . . � � 1 . . .. . "
V � J� � � / � ` � ` \ ` ` � ` ` � "
� � ^ t . O � _ _� � � _ � l. _ _ _/w � _ •� ' ` • \ \ ` � .
� • / ` ♦ � . � 't - . .
a � , . r � \� � � . . .
V ' ` • . ` � ` , ' • / .
� � ` � � . � \ � , • � � � � INSTALL JUTE MESH AND SOW WILDFLOWER SEED QN SLOPE
� ' '� . % SEE NOTE 1 .
. � � }
, �P � � - ; ,� - ��� � - � •� - , �
. -
; , _--�__ _ � . : � • � � ;
-- i . _ �' ' •
_' __ . �\� _ ! J .
_ \- � - - - - ' `� _ ' �. ~ ' . . �
-- - - - � 96.00 _ \ � • �
- - -p_ , -� - _ - -- - - - �- � - - ---:�_�_, � ��
c� . � � �, . � .
; � _ `� _ __ - - -- - - - \ _ _ - -- -- - - - .= - - - -- - _ � �,; �
+� � l.3 -- — - -- -�--- 93.00 - - _ _ _ - . �� �� � �
�,-� n � . �s,�� C�'�! � INSTAlL 1 - 7'-0" . 1���,yk�� � c�.1/��� �"�..�%� REVISIONS �ATE BY
,� i Q ` ; �1 / _ _ PICEA PUNGENS 'GLAUCA' , � j� u�� ,�,f � REVISIONS FOR PEC 9 4 90 IU+P
' � SEE TREE PLANTING DETAIL � � � ���% �S�!/ »�j
-� '� ` g -� � -- -- - -- - - - - - - - -- - - - -- SEE NOTE 2. � / lail/ �Jrb ;��i e. ` ` '
, ^ � .°-t / 0 rJ` !� {"/// -�d ���
,a ' � - --- — -- - - -- �° _� - - -- - -- _� — '- -- - - - - O /� N TES. � /rs5 ��'rti�� � J� � —
� � - - - 90.00 - _ - — — . O
,4 ' � ��G EXiST. ELEVATIONS - . ^� ' � >
! �,.'� ' - � • O �h 1 . JUTE MESN AND WILD�LOWER fD SNALL BE INSTALLED OVER THE ENTIRE -
i" '�'x; " ; n •f �°5 � - - - _ _ _ __ __ _ __ `_ � �- �/j ; � ,� SLOPE OF THE G VE6- PA IN ApDITION. JUTE MESH AND WILDFLOWER
,./ 2� _ ` , , 2�' _ __ , V - - - - -\ SEED SHALL BE INSTAILED TO THE FULL EXTENT OF EXPOSED SOILS
,�,� � � DISTUR8ED DURINCa CONSTRUCTION OF THE GTM. SCAL : 1 = 5'
I, `T� � a,�, �, ' - -- - - - - - -- - - - - 87. 00 -- — _ � _ - - - ' • \
8'L x 2' DIA. LODGEP E -- a` 7&E�.-r�ES. j2��,,_:�,�._,�„ / � ' ' . \ � CULTIVATE TOP 4' OF SOIL BY RAKING OR TILLING F�N�SH GRADE SLOPES PROPRIETARY
PIME TREE SYRKE�- a'-�------' ; ���l�'Y'� • • � � / AND REMOVE ALL ROCKS OVER Y . SOW SEED OYER CULTIVATED SOIL AT. usE PuRSU,at9t TO. oONP�rn INSTRUCnor+S
� SET CRCV�N t' MIN. 2' MAX RECOMMENDED RATE. BROADCAST 12- 12- 12 TIME RELEASE FERTILIZER PrtorgCrd
A9o4E Fi tSH GRADE INSTALL i - 6'-0' OYER SEEDEO AREA. MIX SEED AND �ERTILIZER WlTH 70P 2 1NCHES OF 9Q } 39,2 �
� �- yy�ppp gR,q� ..�--' SEE NolE� 2 : ��p�,Cj � PICEA PUNGENS 'GIAUCA' SOIL BY RAKING SEED AND FERTILtZER INTO SOIL USE NULTI--COLOR HIGH g iG �
� /- ' � SEE DETAII AITITUDE WILDFLOWER SEED MIX AVAILABLE FROM ARKANSAS VALLEY SEE� KAP
COMPANY. DENVER. COLORADO (303) 320-7500. FERTILIZER SHALI BE _
BACKfILL MIX - � ���`�� OSMOCOTE 12- 12- 12 TIME RELEASE FERTiLIZER OR EQUAL , KAC
S�E NOIE 1 4� WATERIl�G SASiN BERM AT �
� EOGE OF R T $ALL _ �� f�� /
- � � OVERL4P t ' OF JUTE MESH AT ALL SEAMS. BURY AND SECURE LEADING H D8C �
I \ / '�-'--- - � EDGE OF MESH AT TOP OF SLOPE. STAKE MESH EVERY 4' AT SEAMS AND
, , . , „ � � _' `" �--� __ S 8z • , „ EVERY 6' BETWEEN SEAMS. CUT MESH CLEANLY TO FIT AS REQUfkED. DAT :: ,
� w � . � , • • • j '. i �+ 3$ W --�55 36 W � FOLO UNDER 1 ' OF MESH AT ENDS AND TOE OF SLOPE, STAKE EVERY 4•. 5-�9 -�90
EWA�I�T BFPLL � :', , ; .,. i ' S / 3,.3 ' STAKES SHALL BE MEDtUM GAGE STEEI� WIRE. 4-6 INCHES LONG.
'4 :� . S 5�6 35, 0 j---- _ _ ____-------___ _
�r-� � � ' � �� - ' 2. TREES SHAIL BE NURSERY-GROWN IN ACCOROANCE WITH GOOD ��J'
s SE�ENNON E 3. �TS J � � OFRT Eu PROJECT.�CTICES UNDER CIJMATIC CONpITtONS SIN�lAR TO THUSE � ���( �
24' MiN. � � 1 A
�' OF RlOOT BA � � ��E� ��� TREES SHALL BE SUPERIOR IN FORM AND SYMMETRY; SOUND� HEALTHY, B.Y411�EEItLYG ANB ('UhSf&i!C'T10N; IdAFiAGEMEtiT
� r)J VIGOROUS. WELL BRANCHED AND DENSELY FOLLIATED; FREE OF DISEASE.
-=- r te-Q.=-.-�`" ````' ' W .�t�����h,: INSECT PESTS, EGGS OR LARVAE. AND FREE FROM PHYSICAL D.4MAGE OR �
'� �uk ��"```"P"� L � � � '"�''� 1�`'� / ��/��ADVERSE CONDITION THAT WOULD PREVENT THRIVING GROWTN. PREPARE4 FQR RECORD
� f
TREE PLANTING - � ALL � URLAP �J� ✓/(�2 d�� � /r�• ' � �
�)�Zi1.�� ��///G',/,O 3. PROVIDE r, MAINTENANGE PERIOD AFTER ACCEPTANCE 9Y ENGINEER. APPROVED: • . ::
- -- -
___.�_.._- - - - N.T.S l �l,'�Z
� hevr4
� Chevron - U.S.A. inc.
1 . MIX TJYO PART5 NATIVE 5 � � WITH 1 PART APPROVE SOIL AMMENDMENT. '
PROVIDE SAMPIE OF AMM p1lENT TO ENGIhEER F R APPROVAL
2. CUT WIRE lOOSE FROM R00� �L UNTIE BUR FROM TRUNK OF � GTM
TREE AND !OOSEN BURWP F"RO iRUNK. . STATlQN �7•-0499
934 SOUTH FRONTAG� ROAD
3. PROVI4E 2 PLANTING TABLETS FUR ..ki_�4F HEIGHT. USE AGRIFORM VAIL. COLQRAD� �
21 GRAM 20- 10-5 PLANTlNG TA@LETS, OR EQUP.L
IN THIs' EV�NT OF 48 HI�S. BBFORE DICCING CALL TIiE LANdSCAPE- P�AN
A SPILL OR AN Ebl.1�RGENCY. UTILITY NOTIFICATION CBNTBR
DIAL 911 FOR F1R� DEF7'. FOR LOCATES (303) 834- 8700
. D'N0. SHFET NOr' ■ � �
���_._.,...r...... .._._..�._�. _.. _ __.._.-_._. _ . .. . . . �..._�..._ . . . . . ��_���-„-.�. �. _... _ llna __ �..,..��.... . - - .
_r.�.._� .__.__- - ____.�_ - - - _ ��._�...______._.___� ._.____.__ �_ �..._.�______.._ �._�.�_� .���..,�. �___P_______._ ,�._______..�._____.� _..,_.._� __..�.. � 4_ .=..._._ �.,.__..___..._ __ _._�__ � _.r - - - �_______._�____.__.__ ___�, __� , - _ :- _ _ _ __�_.__--- -. ------ - __ ._ . - -- __ __ _.�___._ _ _- ------ - �_ _ _ ___
RIDGE FI.1�SHiNG
ASC PACIFiC TYFE BR
�/g x 26 GA. RUOF �ECK
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