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<br /> GENERAL NOTES: -_
<br /> .. ._ _ a- W..... - Y_-._r_- .
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<br /> 1. McDonald's Road Sign and Base are by the Sign Contractor, 0
<br /> Conduit and Wiring are by the General Contractor.
<br /> 2. Bases, Anchor Bolts, Conduit, and Wiring for All Other
<br /> Signs are by the General Contractor. �a�i
<br /> 3. 3/4" Empty Conduit to Locations Shown at the Lot Peri- N - w
<br /> meter for Lot Lighting is by the General Contractor. Q E'
<br /> cc
<br /> Lighting Fixtures, Bases, Poles, Conduit, and Wiring are > N Q
<br /> by the Owner/Operator. cc z
<br /> 0 ;�'`` 4. Bases for Flagpoles are by the General Contractor. Anchor < 3
<br /> 10' UTILITY F��o Bolts are by the Flagpole Supplier. Flag Lighting Supplied zz c z
<br /> EASEMENT tiro by Sign Company. Installed by General Contractor. ii N I
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<br /> �titi• `, \ 5. Proposed Utilities are Shown in Schematic Only. Exact 0
<br /> Locations shall be Field Determined to Allow for the Most
<br /> \\\"„\/..„
<br /> 6,-;\`'N, 30' INGRESS/EGRESS AND Economical Installation. o► v
<br /> • ��� �;� UTILITY EAaMENT M . c0 0
<br /> / O ~~~ . LOT 2
<br /> O `�,,, 6. The Contractor shall Coordinate with All Utility Companies v v o c
<br /> / \ 47 ,pd�� ° ~' \ / to Determine Exact Point of Service Connection at Existing o N m c o
<br /> ,yam `� ��% 76. `'`'- �4�56'29 /I, Utility. Refer to the Building Electrical and Plumbing a°'i o o v
<br /> /WELCOME" D°j ` sr/O.O5'7o' 0 �.,`=-_.ti R = 150 00p' Drawings for Utility Service Entrance Locations, Sizes, and Ir v
<br /> / SIGN 70-5A \ \`'\. o• 9 - ' Circuiting. .
<br /> �• w:;;. L - 120.27 /f
<br /> MAX. HT.30' HC RAMP %f/ .
<br /> - \' .�' '` Allhown are in Reference to the Benchmark
<br /> ; ___ 7. S
<br /> tio�
<br /> / 20 R �•, � ' f i and must be Vertified bythe General Contractor At
<br /> so
<br /> $./------ .
<br /> yA\/ \ _......._-- Groundbreak. . -
<br /> / • 4'R / -------1.-----5'' i '
<br /> 8�t ,,
<br /> / N ^ HC RAMP 5' ATTACHED 1 I 8. Finish Walk and Curb Elevations shall be 6" Above Finish
<br /> / �o• CONC SIDEWALK t - I Pavement. 11160
<br /> I/ / / - i111.1 9. All Landscape Areas shall be Rough Graded to 6 Below ..
<br /> '== c� WTo of All Walks and Curbs. Finish Grading, Landscaping, °_
<br /> / / ,� �o• FLAG P 9 =
<br /> �c � .. _ POLE ; �-- 'lI I I and Sprinkler Systems are by the Owner/Operator. r
<br /> 8 CONCPAN 20''
<br /> lD 0,
<br /> / 6 DEPTH MIN.
<br /> ,/� LOT 4 " \ Cq =�. _ r- ( (11
<br /> I 10. Roof Beams Required. c
<br /> / / 4448270318"'
<br /> OSOgp I� °
<br /> 4
<br /> LOT LIGHT ^� t4/ 4i'.o a� ,� S N NO
<br /> T t.»>- \. e- N 1 1I . I g
<br /> LOCATION (TYP) 6.
<br /> SEE LIGHTING ,t)./<,(<, , 60.0'0" • (1,11k"%%,_
<br /> 5'R �+'�
<br /> v it TYP. 16.04 \ °
<br /> RECOMMENDATION 9 i I ocO / gO B.O.C. v o/ THIS SHEET C1 %� ', RAMP Q y.� \i -1:12 MAX. J °�g i
<br /> / i 14
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<br /> A �; �. a PAVING SPECIFICATION: o
<br /> oc 0-
<br /> / •'� ` 1, \ Q \Vtiey I N (Minimum 3" Total Compacted Asphalt Thickness.) �d,
<br /> 1 �' \ CA p
<br /> .� HANDICAP 15/ .-4,-..,' F . ` z I I .4_•..
<br /> / Q) / Qv�`' SIGN 0 5' HIGH '► Qk. ' '4\ i + • + C 6s• 9iI /' / --�� Uj• 7.-"r�.: `f WELCOME ! I .roo I I I COMPACTION: 3" AC 2 LIFTS 96% MARSHALL 44
<br /> - •cc t #/ O ,� ��/ Q' o j•,••.'
<br /> 5'R { III 6 BASE COURSE 95% PROCTOR a
<br /> 25' BUILDING t ��•: C % 09 /•. I II f "N� {�I "
<br /> Ti 19, ��, Q '� 1.30' s II s I a
<br /> E ,`;; "Yt / SETBACK ��� tt I p , #
<br /> ^�; . \ ,o �'� a� '' i f s ;� OIL CONTENT: 4.5% - 6.0% w.z
<br /> c,'' � //,
<br /> • �*� / S 1 5R
<br /> ,... S MAN \ / 4' CONC. PAN / 6. S ,� o �s' do:.., } r.;
<br /> 0
<br /> `� 6" DEPTH MIN. Pv� 6S• If- HC RAMP i`fI STABILITY: 100 LBS. MIN. o mJ Q F.O.C. `----- 5'R f c
<br /> \ 10' LANOSCAPE� LOT 5 / /411W4 �8. ,,ti �`� �/ , �' ;;' I 0 8
<br /> \ /,:;--.-:',:-:?:_"k irk' ;! o > t' GRADATION EXTRACTION: 55% MAX. SHALL PASS U.S.
<br /> UTILITY EASEMENT \
<br /> \ / / ...�` % i v: _ STD. #4 SIEVE. °
<br /> S C3
<br /> FQ
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<br /> 1 ,� �, 10' X 55' ' o /.-�3 HIGH X ?3 , ' 1`?++ Note: McDonald's Engineer Reserves The Right To Request A Compaction Test a
<br /> \ \ / CONC. PAD 6' LENGTH O • 0 And/Or A Core Sample If Tests Prove Correct, Per �'
<br /> \ �� 6" DEPTH MIN. .� GUARDRAIL t`F'' Above Specifications, Tests Will Be At The Expense Of McDonald's - , '
<br /> / 8 2'R tL 8 CONC. PAN 9
<br /> .; , t ` Otherwise, G.C. WIII Be Charged. v
<br /> \ /� �� / ,�7 • :� ©`�:'.:, \ r--N-ena..._____ 6" DEPTH MIN. ?`i` 1 �-=-1----r=1-.-ASB-400MH-DB-MTf c\ / `O �/ `I �O \ �� . ' _v
<br /> . \---.',,,':\>\''---, TRASH ENCLOSURE �/ V �o ® r T -.Q 2000 SERIES . 4 \ i 5'R J i BY: SECURITY LIGHTING I a
<br /> �� �` / HC RAMP 1{ ' sYs Ms INc. LOT LIGHTING RECOMMENDATION: j
<br /> ` TO MATCH �. 6 6?, FF = 65.80 \ "„' A ,; TE ',, � � MATERIALS <4G. � � ,� :: �:'��.':4�. ; ;� � VERTICAL , ; '�
<br /> '` '` ON BUILDING Ari
<br /> d ; ' ' ; O.C. 6 CURB RETURN t F
<br /> -''...'-''. -s•-.:‘. <
<br /> '` \ �A.\ )4. BS• ; , ^ S3 f CURB AND GUTTER �l TYP. AT ALL ;'f
<br /> ti I _,, \ f :;�c•;; '•:<.,: s ,/ WITH 1.5' PAN TYP. It SECURITY LIGHTING SYSTEMS
<br /> ti,.• ,� � 'f`l� ` ` PAINT F �...:' �'� 0, , ti 8.48' INTERSECTS ,ll` / LINCOL WOOD3477 WEST OtIL Y60645 AVENUE
<br /> Y:4 a1111111." STRIPING r g. �' _ , 4 -•c �;` B.O.C. l / 1-800-544-4848
<br /> _ TYP. 1- •. ' f.4° ' r,
<br /> .ti -ti7'.- „,.: S '/ �t / / ASB-4 OMH-DB-MT- WITH LAMP
<br /> 6' '/ 30 R 3 // 4 - • �` 2 t /
<br /> 0
<br /> - 1 - `... ' �, 20.R / CONCRETE \ / ! r`t
<br /> SA, S->• 10' WIDE r rl/ ToCircuit Lot Lighting As Noted.
<br /> '`„ 430,,k..„--....-----4.,'•, `` o, �� TRANSFORMER ilr
<br /> F 1 �- __ �Y • ;, Note: Electrical Contractor C cu t L g g
<br /> SAN MH '� '-_j 1 •. .. �,. S , PAD �. / CONC. PAD 7s, V ATTACHED
<br /> `. ' . o t► 8 / 6 DEPTH MIN. CONC Si WALK rli/ /
<br /> -
<br /> €€ 64.0 �._ 1 `? ` _ d � , S. �. . 4 ;_;t � / r PARKING INFORMATION:
<br /> INV IN N) = 45,85 / ''-r-- �' �_'��� rNNNN
<br /> /`=.. ...„, `.--_ 4. 8 DETECTOR �,�? %f/ /
<br /> INV IN E) 46,135 1
<br /> \ 0' \ �\ ? �a. ♦ s i� OVERHANG ,.,. a /.: ,\ .``,',��Y �` LOOP TYP. ,Q �' d = 4 07 31 / 26 S aces 9 x 19 ® 60 •INV OUT - 45.65 ., St• \ �` OS \ C` t� f, ,1
<br /> ' i/ / x -DARK BRONZE POLE & FIXTURE p ,
<br /> ; �\ C1100((,(19 3 PLACES ,� R = 82.00 i� a Total
<br /> .� \ f,' `\ ` �` .• `� - ^ ir/
<br /> L = 12.26' 2 H C S:::::
<br /> 14 x 19 ® 60
<br /> �,,_ ` . - �,,,, ' i ORDER TAKEN f�. o Spaces:
<br /> €STI G SAN MH -- -_ \ \ / . { AT THIS WINDOW ] / I 19 9 x 18 ® 90 •
<br /> RIM = ( 46 .s1 , , .,o ----------- - f :. , i LOT 3 47
<br /> If ' {I=) - (11.76) ` � _ ��$ .20'R' 25 BUILDI G /
<br /> IIS V , _ 4CONC. PAD �/ SETBACK �� Spaces x
<br /> F.O.C.
<br /> - INV (NE) = 45.41 \ \ .\ 6 DEPTH MIN. `• ���� WALK ^� • A / / �t v
<br /> �' A► _ 6" DIA. PIPE O, /
<br /> `•,, ��, ��' 30'R BOLLARD UTILITY INFORMATION: o
<br /> = - ~• = 10'44'34", ~:.. ,'N\ M OAR // / ' ; / Size: Type: Location: -c •3
<br /> ``�. \ `'#� 1053.50' ~ �'`~ _ �e `` �\ \ ENU B D • - / 1/ , v m
<br /> � t `N , `O c,�\ \ ,�/4 f/ /.' / Sanitary Sewer 6" PVC WEST CORNER OF SITE a
<br /> L 7.53 0 % Q� f>/ a
<br /> _ �,r` ti0 \ N c.O.C. SOP Fc`�s•� f Water 1 1/2" COPPER NORTHEAST CORNER OF SITE 6
<br /> .- �` '` ---:4\ �l.,.N '�;• ` '```�'04,°s.\ \ N P'� RAS/4, /7/
<br /> / /
<br /> �.,�` .-• N ice` / `` %; FgSSS� f / ,C�, Storm Sewer 18" RCP SOUTH CORNER OF SITE ,r) C I- ap 0)
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<br /> ' 'N\--. \ /; '`Z - FBF T `/� CONCRETE LIGHT POLE BASE Electric UNKNOWN UNKNOWN SOUTH OF SITE
<br /> N„,,... \_ - \ / :--'2•' F� N Jif Z
<br /> \ •
<br /> ? :` < �� ` / STEEL WEST OF SITE a m
<br /> `�• `' ,. '- \ loP`c.'5.
<br /> ,n O iti l0 i/ FINISH GRADE Gas 6^ 0_ '
<br /> LEGEND \, BIKESIDEWP i& l'w'� N,, \, `` • ` 0' /,r` ; f' SURVEY INFORMATION. 0
<br /> '�� ' - EXISTING WATERLINE \ .. \ N., N.
<br /> :, ``' � '`` �' '` '`` ff:`` LIGHT POLE Prepared By. COLORADO LAND CONSULTANTS, INC.
<br /> �,,., `.,-, \ `"-•ti`�-%, / }u '^,, �'\ If
<br /> 'O �. / ` ,,;`/ NOT TO SCALE ENGLEWOOD, COLORADO 80111
<br />. -- AN -- EXISTING SANITARY SEWER LINE '\ `..„ `.. ``. N <z; .G �B?S ♦ ;F,•
<br /> N �' N. N.b 0 acs• J ♦G rr %` Dated 4-25 94
<br /> r EXISTING STORM SEWER UNE ` ,• N.
<br /> �O /.4 Dated:f - _
<br /> 5 ' SIT r / v
<br /> TRIAIIsLE`, r ` r� v
<br /> A I
<br /> \ 4. �, -,�'�� �. ,r �, o� �( ;r BENCH MARK LEGEND: o o i�
<br /> EXISTING UNDERGROUND ELECTRIC \ f j ~`ter' '�' Q� '%' L C
<br /> cl !' �'�- � - `* /`{ / BENCHMARK: S 1 4 CORNER OF SECTION 18-1-69 AN ALUMINUM CAP ELEV. 5440.91 Sanitary Sewer S Gas G 7, L c
<br /> EXISTING UNDERGROUND GAS MAIN '.., ''''N, �"`',� ,� ;- / •i v
<br /> mw''..� t ' ,' ,\ / CHISELED BOX IN TRAFFIC ISLAND AT THE NE CORNER OF McCASLIN ROAD LP: 30 VI c .0
<br /> \ \ Water W Lot Light ,�,
<br /> 19 O CONSTRUCTION NOTEN �' �� ��' `„ ;r AND CHERRY STREET ELEV. 5463.82. •1` •0
<br /> 'N AA N�\�., \ � , Y ;,� � /i.' `„‘ 11/ Storm Sewer ST Existing Elevation 7€x,5 �' ce
<br /> ----- EXISTING CURB AND GUTTER r® - "7' / LEG DESCRIPTION
<br /> { 77.0
<br /> " �� t X.... .-- �\ AL Electric E Proposed Elevation .
<br /> PROPOSED CURB AND GUTTER -.� N.. ~°� `,, "= �.__ r,� , p
<br /> •
<br /> cr)°' W/ 1.5 PAN -, `\ `, _ LOT 4, CENTENNIAL VALLEY PARCEL 0, FILING 3, COUNTY OF BOULDER, STATE OF PLAN SCALE: 1 = 20' 0 N I'r) d
<br /> i
<br /> cam° B.O.C. BACK OF CURB `., �N w 4 y /rr Y�' 12' MONUMENT SIGN COLORADO. m
<br /> ,�. \ STREET ADDRESS: REGIONAL DWG. NO.: Z
<br /> ',
<br /> cu F.O.C. FACE OF CURB 'N.•..'o ;.,N ~ ‘,,, , 4` 4`,, �; \ 11F111McDONALD'S - LOUISVILLE, COLORADO Z
<br /> N ` FINAL PLANNED UNIT DEVELOPMENT CITY: STATE: g 5:71
<br /> "' '� N ~`, "` i' i \ NORTH CENTENNIAL MARKETPLACE. LOT NO. 4 , Date' I
<br /> 5., '` LOUISVILLE COLORADO
<br /> �'� ' �`� �`� \ 27 JUNE 1994
<br /> COLORADO C7 y
<br /> �,.-'�-, ' Land _ COUNTY: 5 AUG. 1994 0
<br /> SITE PLANS �- �---
<br /> `� `' , i Consultants, Inc. BOULDER 10 AUG. 1994 I rn
<br /> a `,„\.1t- Planning/Engineering/Land Surveying 1 -I
<br /> COLORADO LAND CONSULTANTS, INC. HAS RELIED ON SURVEY, LAYOUT, AND OTHER SUPPLEMENTAL --� �.
<br /> ~o ., , ``, ` .. \ Landscape Architecture "0
<br /> .al INFORMATION PROVIDED BY MCDONALDS CORPORATION IN PREPARING THIS SITE PLAN. THIS •''� `` 8480 E. Orchard Road ShNeet No. n Q r-
<br /> a SHOULD NOT BE USED SOLELY, BUT SHOULD BE USED IN CONJUNCTION WITH DETAILS, SPECIAL `� ,, ,,~ \ '� �� `, 0 1Q �0 q0 60 suite_ 20A0 JOB NO. 900 SH. 2 OF 4 N - n
<br /> =' €-n lewoor3 Co'1oro�o >t3iii
<br /> slim D OffiCaNB1T18NS, ANfi SPECIAL F�C�VISIONS CONfiAINE� IN THE GENERAL SPECIFICATIONS;j ALONG • _ 9 DES. BY AS DWN. BY JS
<br /> WITH OTHER PROJECT DOCUMENTS. �. '` f „ _ " (303) 770-5600 PLA SFr m
<br /> \ ,f SCALE: 1 2O O FAX (303) 770-2349
<br /> z
<br /> CHK. BY AS DATE 8/30/94 D
<br /> THESE PLANS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED BY COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING L mr-
<br /> V COPYRIGHT. THEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF COLORADO LAND CONSULTANTS, INC.
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