|
.,
<br /> --, y I----
<br /> \ 1 0
<br /> o
<br /> Zn.
<br /> \ �./„' zFT, O
<br /> ...
<br /> OMISU K Ey m Z
<br /> I�f mLilyH o
<br /> y V yRUBY TUESDAY'S // 1 —jilli— m D m
<br /> i D
<br /> r
<br /> / , r' O
<br /> 1-1 a
<br /> l\\\ /
<br /> . D
<br /> r _ _1
<br /> EX SAN. MH. 4/
<br /> ° `"e. SITE u.
<br /> EX. RIM=71.69 /
<br /> 1 1
<br /> EX. INV (N)=62.07 ± / la 1
<br /> EX. INV (S)=62.07 ±
<br /> EX. INV (E)=62.01 ± // iiiIh11"�1''� �
<br /> ---_..- I�
<br /> 1 _ ` '" �0 /� // LOT IB / �1:; \ 30 20 10 0 30 60
<br /> 6
<br /> 11111111111111•1111111111111I1 .
<br /> I �� � ); ,
<br /> � / </ / • 111111011 IIIIIIIIIIIIIIIIIIIIIIII
<br /> � �
<br /> i
<br /> I `� `� CLEAN—OUT // VICINITY MAP SCALE: 1"=30' 1 ,'
<br /> 0 ' ~N. INV.=68.6 /
<br /> I JO /\ \ // LOT 68. IN A PART OF LOT I, BLOCK 1 OF CENTENNIAL VALLEY I
<br /> 1 //�� \ PARCEL H, FIRST RUNG, A SUBDIVISION IN A PART OF THE
<br /> j c.o. 441%;411*
<br /> . \ \4 // SW 1/4 OF SECTION 18, TIS, R89W, OF THE OTH P.M., CITY OF
<br /> CONNECT TO EX. � :`,...9.)� / LOUISVILLE, BOULDER COUNTY, COLORADO, CONTAINNING 1.93 ACRES.
<br /> I � SAN. SEW. STUB-OUT ��
<br /> � 1 / LAND USE TABLE
<br /> (1 EX. INV=62.7 ± 44/�♦ \\\ A•r/` N. // / /
<br /> I V 1
<br /> \ .4 1N, N. / / / SITE AREA 84,106 SQ. FT, 100%
<br /> I 59 LF 6" "'rJ� ����, \ s`jy,�\ / / / BENCH MARK
<br /> SAN. SERVICE �� 2 • ��� \ "�Y \\ / / / ROADS AND SIDEWALKS 9660 SQ. FT. 11.5/.
<br /> 2 0 \ / AN ALUMINUM CAP AT THE S 1/4 CORNER OF SECTION 18, I
<br /> 3 AT 10.0% �"~'�l l�y,� 8 , \ \ FT / / �'�� TIS, R69W, 6TH PM, BOULDER COUNTY, COLORADO BUILDING AREA 10,580 SQ. FT, 12.6%
<br /> 0
<br /> Q �? I �, � 1, Q'� h w \\ \ <<; /`_/ /cb / / ELEVATION = 5440.9! (USGS DATUM) PAVEMENT AREA 35,050 SQ. FT. 41.7% o
<br /> �^�,. \ .. / / / o
<br /> �,. x I a�` ��+� •War 40 c� �!V,� \ \ \ 'r �'� / / ON-SITE SIDEWALKS 740 SQ, FT. 0.8% a D
<br /> I 3 �,'�j * 1�,•1 94 Wq / /� N.
<br /> \ 4.y \ / / / LANDSCAPE AREA 28,076 SQ. FT, 33.4% Z o z
<br /> 25.25' I Irl, .•�� S '� R SFR? irk \ \ bk.
<br /> /
<br /> �•�,1 �.� , ,pQ,nthd ry VjCE / \ / 'ILA / GROUND LANDSCAPE 20,320 SQ. FT. (72.4%) o m Z• z
<br /> 5'INSTALL
<br /> WL 11111111ft4(3
<br /> /�� i��� ("'STORY / w�NN£C ��'"s ' �/7 HARD LANDSCAPE 5386 SQ. FT. (19.2%) y g < C
<br /> SIDEWALK 1111� ,,,/ ,/` �.►�� BUILDING / gTFR N ro £k urn // \ Ne - LEGEND COVERED LANDSCAPE 2370 SQ. FT. C8,6%> a m CO
<br /> co i I ►®/�i� '��,�,'+ ' (s2so S.F.) / "4.... Sr1/e,o / :. u/ T �o
<br /> I '►////// O /*t', FINISH FLOOR / Ur 2 ` �'I' \ //
<br /> :.'N
<br /> \ \ \ \N. EX CURB INLET .cp TOTAL PARKING PROVIDED 56 SPACES II z
<br /> /�����a��4 �►•�•. 5477.0 / 0 / \ / \ 1
<br /> I O .,i,� �`, '�,r► / / // N 1 r N\ Ear. STORM SEWER
<br /> D
<br /> +.� 25.00' I •.,��� O /4 5'r / // \?'/ \ \�'�� \ \N.
<br /> EX. AREA INLET I
<br /> �`��` �, \\ ONNECT TO EX. 4-v` // // Eat PH s•-
<br /> .54,,,,.. .` \ J
<br /> �`'� `� �'.►. ��" S SEW. / \ \ EX. STORM CULVERT OR EX. 54" CMP
<br /> I � � , ; STUB-OUT / / N.\
<br /> N N. N.
<br /> N. LARGE DIAMETER STORM SEWER I t
<br /> / . f . v=63.5 t / /
<br /> N. N N. EX. SANITARY SEWER. x e" PVC a SEWER I
<br /> C.) I I I �� �� / 9 I // N.
<br /> \ \ UTILITY NOTES
<br /> . �♦ �`'`� '; 0 k4-QP- cli \\ ,\ \\ Ea: WATER UNE EX. f?" WATPR
<br /> I 7.10 . rlittiWi �I►***,1 °*/** *94 Fk EA- o a 14.. / \ N.N.
<br /> N.N. N.N. Ex. cAS UNE ———G--—
<br /> I �r �''� ' *liar��rl 1 5/07410 / v / \ N. \ N.
<br /> I) ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL CONFORM TO CITY OF
<br /> t �, ` �� � +�l!/I FWq _ / \ \ \ N. EX. BUR/ED £L£CIR/C UNE -- LOUISVILLE UTILITY STANDARDS AND SPECIFICATIONS, LATEST EDITION THEREOF.
<br /> I I* 11* �. l �N0 alio ///// tk \\l.\\ \ \ \\ \ -E
<br /> I �� .�� 2—STORY -.Ape. .'// ."-•. 1 I .,,1 Av v A ,� EX BURIED TELEPHONE LINE --_._ T_- - 2)ALL UTILITY TAPS SHALL BE MADE BY CITY OF LOUISVILLE PERSONNEL. II
<br /> II '•'.,.'Ilbi \ ` \ I RqikF ��]`��� / / \\ N\ NN LX FIBER OPTICS LINE. ---F0----
<br /> \ i Ck / � I / I \ 3) CONTRACTOR SHALL PROTECT ALL ADJACENT IMPROVEMENTS (BUILDINGS, PARKING /
<br /> I O ,• �� (4 26 . . MAIN �` $00, 6a GE / ' 'f I / 4',�, \\ EX. OVERHEAD POWER AND ELECTRIC ---py,�_—_ LOTS. LANDSCAPE AREAS, ETC...) FROM DAMAGE AND EROSION AT THE I \ /
<br /> I -�,� � 0 0 -. . tPER FLOOR) tiF R� / / £X FIRE HYDRANT CONTRACTORS EXPENSE. ALL DISTURBED AREAS OFF-SITE SHALL BE RESTORED TO
<br /> /9N SE 0°� / / / ' 'I EX SAN. MH. �� A MINIMUM OF THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
<br /> I �'�►i FINISH FLOOR , - sP P °� / / / ,, /� I EX. RIM=71.69 EX WATER VALVE e 4) THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE
<br /> I E- ` /54,T9•09 Y / / / I ��i� EX. (NY N =63.Q0 f PROPOSED WORK AND SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL I
<br /> c�c \ r r\ ' / l it/
<br /> / EX. INV 463.03 f EX. WATER METER. 0 REGULATIONS.
<br /> "--4N �� / / / / EX. INV (S)=63.05 ± EX. MANHOLE. M+
<br /> `■ _Ey-. ® 5) PAVING CONTRACTOR SHALL ADJUST ALL VALVE BOXES AND MANHOLE COVERS TO
<br /> Q •` Q / / 0/ / EX LIGHT POLE FINAL GRADE INDICATED ON GRADING PLAN.
<br /> I / / / '.•Ai/ EX POWER POLE A° 6) ALL EXISTING UTILITY UNE LOCATIONS MUST BE VERIFIED BY THE CONTRACTOR AND v
<br /> 6.00, / / / HOTEL r. THE ENGINEER NOTIFIED PRIOR TO CONSTRUCTION. IT IS THE PLANS' INTENT TO :I
<br /> <L,9'. .t HALL BE THE CONTRACTOR'S i
<br /> / / / at// PARK/NG SPACES U7 SHOW ALL EXISIING RES ONSIBILITY TO BE¶SA11SFI OO THATRALLIT SEXISTING UTILITIES, WHETHER SHOWN ON o 0
<br /> -r tls
<br /> •
<br /> i / // / SITE PEDESTRIAN ACCESS SIR/PING . •// if,/ THESE PLANS OR NOT HAVE BEEN PROPERLY LOCATED. o o D
<br /> ��, 'PLA). / / / 7) PROVIDE CONCRETE THRUST BLOCKING AT ALL BEND, TEES, PLUGS AND HYDRANTS. z s o
<br /> 4�� F O, / 8) WATER AND SANITARY SEWER PIPE SHALL BE BEDDED IN ACCORDANCE WITH CITY . `z o Z
<br /> c4.c / OF LOUISVILLE STANDARD SPECIFICATIONS.
<br /> z
<br /> •
<br /> :• co
<br /> / / -- / 9)ALL WATER LINES SHALL HAVE A MINIMUM FOUR ANDA HALF (4-1/2) FEET OF N o Z
<br /> / /`` -.. -•.,4 COVER BELOW FINISHED GRADE.
<br /> m n
<br /> / '{ 10) CONTRACTOR SHALL COORDINATE DRY UTILITY LOCATIONS WITH ARCHITECT AND In 0
<br /> il
<br /> OUTBACK RESTAURANT
<br /> )1_ i E- r /
<br /> - II} PROVIDER AGENCY. D
<br /> O
<br /> ! ALL DIMENSIONS ARE FROM FLOWUNE (OF CURB & z GUTTER) TO FACE OF BUILDING I
<br /> EX. FN `� L FOUNDATION, PROPERTY LINE, WALL AND TO THE CENTERLINES OF MANHOLES, D
<br /> '-- / --- INLETS AND UTILITY LINES.
<br /> / �� -, 12)
<br /> /�. N. THE 3034,....41/i
<br /> PIPE SPECIFIED FOR SANITARY SEWER LINES SHALL BE PVC, SDR 35, ASTM
<br /> 1 13) WATER LINES SHALL BE EITHER A.W.W.A. C-600, ANSI A21.5I DUCTILE IRON PIPE OR
<br /> +`'yA.W.W.A C-900 CLASS 200 PVC. ALL D.I.P. SHALL BE POLYETHYLENE WRAPPED. ALL I
<br /> WATER SERVICES WITH PIPE DIAMETERS UNDER 2 INCHES SHALL BE TYPE K
<br /> COPPER.
<br /> E
<br /> I /
<br /> V r
<br /> Ca
<br /> .--i
<br /> 0 I \\
<br /> L
<br /> L
<br /> L -
<br /> f0
<br /> co
<br /> ._,
<br /> CD •
<br /> I
<br /> N
<br /> X
<br /> N
<br /> L
<br /> O
<br /> a)
<br /> a)
<br /> 0)
<br /> a-i
<br /> 130
<br /> I
<br /> z 71 11
<br /> _�
<br /> E Z
<br /> to yg
<br /> a � N � rn
<br /> c o
<br /> cn
<br /> F.,
<br /> z `11 ‘0 *
<br /> 03
<br /> z ...,,C lap
<br /> 0
<br /> V G .�
<br /> - D
<br /> a
<br /> m
<br /> Q. n `.
<br /> D
<br /> PREPARED BY DESIGNED REVISION DRAVINO STATE LOB HO.: SHEET r
<br /> Q _—n------— LL STAR INVESTMENTS- LLC � a GATEWAY PLAZA B DDM §0 CITY COMMENTS B -
<br /> Barrell
<br /> Co.((``�� PR 22, Isss E 5079 I Z
<br /> u � � �1� 1.�0. Engineers Surveyors
<br /> 01 (303)442-4338 6528 COLUMBINE COURT DRAIN Br
<br /> _ ,- _ 4840 PEARL EAST CIRCLE, SUITE 114 BOULDER, COLORADO 80301 BDM FINAL PUD DEVELOPMENT PLAN D
<br /> Lo 6365 CORPORATE DRIVE COLORADO SPRINGS. COLORADO 80919 (719)260-0887 NIWOT. CO 80503 CHECKED BY:
<br /> SCALE' H: 1'�=301 DRAMHB NO.: SHEETS
<br /> 5401 WEST 10TH STREET, SUITE 100A GREELEY, COLORADO 80634 (970)351-0645 CONTACT. RANDY HAISFlELD 303-652-0722 LOUISVILLE COLORADO
<br /> , BNw MASTER UTILITY PLAN v: 5D 079 2 1
<br />
|