Oversize Documentation, Addition/Renovation to St. John's Episcopal Church HARTRONFT
FAURI
ARCHITECTS
801 MAIN STREET
S U I T E 3 00
LouisviLa, CO 80027
V= 303.673.9304 A
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CN MI drawn and weitten infonation duplicated disclosed or otherwise
cppearig herein snall not be 10 f onsent] 0
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Parcel Description
IMPROVEMENT SURV IVEY PLAT (ProVided by Client)
LOTS 7 THROUGH 12, BLOCK 147, BOULDER,
LOTS 7 THROUGH 12, BLOCK 147, BOULDER, LOCA LO CA TED IN THE CITY OF BOULDER, STATE OF COLORADO
SW 114 OF SECTION 30, TOWIVSHIP 1 NORTH, RANGE 70 Wi 70 WEST OF THE 6 TH P. M
CITY OF BOULDER, COUNTY OF BOULDER, STATE C PATE OF COLORADO Notes:
1) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT
SHEET 1 OF I TITLE COMMITMENT. THE RECORD INFORMATION, WHICH IS REFERENCED
HEREON, IS THE RESULT OF RESEARCH PERFORMED BY FLATIRONS
FOUI FOUND I i/r ALUM. SURVEYING, INC. ANO IS NOT NECESSARILY COMPLETE OR CONCLUSLVE.
co BOU CAP STAMPED "CITY OF BOULDER - PLS #24919-
2) ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
AC71ON BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS.
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY
ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED
MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
M"
3) THIS PLAT WAS PREPARED FOR THE EXCLUSiVE USE OF ST. JOHNS ~47;'
EPISCOPAL CHURCH, NAMED IN THE STATEMENT HEREON. SAID
GRAPHIC SCALE STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON WITHOUT AN
10 .10 40 80 0y.), EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON.
4) BASIS OF BEARINGS: AN ASSUMED BEARiNG OF SOUTH 75*00'00" WEST
ALONG THE CENTER LINE OF THE PINE STREET RIGHT-OF-WAY BETWEEN
IN FEET
I inch = 20 ft. ss FOUND MONUMENT AS SHOWN HEREON.
ow
Contour Interval I Foot 5) THE LOCATIONS FOR UNDERGROUND UTILITIES ARE BASED ON VISIBLE FIELD EVIDENCE AND TAKEN FROM MAPS PROVIDED BY THE
APPROPRIATE UTILITY COMPANIES AND MUNICIPALITIES. THIS OFFICE
ss CANNOT ACCEPT RESPONSIBILITY FOR THE ACCURACY OF SAID MAPS.
7 4 51 UNDERGROUND UTILITY CONNECTIONS FOR WHICH THERE ARE NO
0 PUBLIC RECORDS READILY AVAILABLE ARE NOT SHOWN, ALL
ss Ot' F 04 REBAR F 04 REBAR UNDERGROUND UTILITIES SHOULD BE FIELD LOCATED BY THE APPROPRIATE
ON cirl UTILITY COMPANY PRIOR TO ANY CONSTRUCTION OR EXCAVATION imow PLA 9,* PLS 02375 U, TY APS
041 ss PLS 02375 O~ 'NORtH 65 CQR ER) - NORtH 10 ON OR ADJACENT TO THE SUBJECT PROPERTY. 0 F nR ER) IAO
OW I ic
55 OW OLCIXC"l 05 6) THE CONTOURS REPRESENTED HEREON WERE INTERPOLATED BY
ss oqo kA SOFTDESK CIVIL/SURVEY (DIGITAL TERRAIN MODELING) RELEASE 8.0
IN OUND 03 ROD ~N RAhOE ss 50% (NO CAP) SOFTWARE BETWEEN ACTUAL MEASURED SPOT ELEVATIONS. DEPENDING j
.,G ON THE DISTANCE FROM A MEASURED SPOT ELEVATION, THE CONTOUR
Owl SHOWN MAY NOT BE AN EXACT REPRESENTA71ON OF THE SITE
ow TOPOGRAPHY. THE PURPOSE OF THIS TOPOGRAPHIC MAP IS FOR S17E.
6-5 ow WA
ss s E POS EVALUATION AND TO SHOW SURFACE DRAINAGE FEATURES. ADDITIONAL Ul TOPOGRAPHIC OBSERVATIONS MAY BE NECESSARY IN SPECIFIC AREAS OF
S5 -LS- aqu dra 0 POST DESIGN.
ss 0qu ow
Id 7) ANY PERSON WHO KNOWINGLY REMOVES, ALTERS GR DEFACES ANY
ovj ss 2 STORY FRAME 56, 0. PUBLIC LAND SURVEY MONUMENT AND/OR BOUNDARY MONUMENT OR
oqo LA ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO
ss BUILDING ONIJ oe-l'o' o 7- r STATE STATUTE 18-4-508, C,R.S..
.0,
Ol 4~k COV. IN 'w Oll K 0 3 OVU STAIRS Ln 8) THE SUBJECT PROPERTY IS CURRENTLY LOCATED IN ZONE X (UNSHADED),
OW PF 5353.22' - 534LOO. FF -1 :OA THE AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN ACCORDING
00 TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY-PANEL NO. 08013C0395
r,014clk 5s 2 STORY 0 F, DATED JUNE 2, 1995. FLOOD INFORMATION IS SUBJECT TO CHANGE.
BRICK &
ow FRAME 9) BENCHMARK INFORMATION: CtTY OF BOULDER BENCHMARK AS SHOWN
5ogG CsI 4 4 4 HOUSE WITH HEREON AND LOCATED AT THE INTERSECTION OF 14TH AND PINE BEING A
A~ SS 0 LOFT LA #4 REBAR IN CONCRETE WITH A RECORD ELEVATION OF 5345.15'.
ow OA 47
-LS- 53 7.4 7 cos 4LI
ST cl Ild FF - 5MIC 10) EXCEPT AS SPECIFICALLY STATED OR SHOWN ON 7HIS PLAT, THIS SURVEY
/3347.7 DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWNG WHICH MAY BE
RIM - 53626 901CWTA A INV. IN NW .4y A S-10 I ? 5363.15' 4 FF 5353 04-ILA 7.05, k Sl APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN RIM 5344.5a'
INV. IN NW 5344,55' 1E KI VV: 11 NN NN lel .5.1.1 MV. OUI SE 5342.43\ POSSIBLE EASEMENTS THAT WERE VISIBLE AT THE TIME OF MAKING THIS
OP S30.7 INV. OUT S 5148. SURVEY; BUILDING SETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION sr 1z. RESTRICTIONS; ZONING OR OTHER LAND-USE REGULATIONS, AND ANY OTHER
4 4 21' ~C, 45.75' sr
A 30'X 30\ 5353 SU6.74, FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
iiPPORi (TYPICAL) SG -LS- _LS_ -LS- RIM - 41V
5347.4 534l IN w 11) THE STONE FOUNDATION OF THE MAIN CHURCH BUILDING EXTENDS INTO INV. IN w S~N :8 "~ft
INV. ou st 1340 THE ALLEY 0.5' AS SHOWN AND NOTED HEREON.
LA.
-LS- 12) INSPECTION AT THE TIME OF MEASUREMENT OF MANHOLE INVERT
-LS- 3 STORY STONE CHURCH ELEVATIONS INDICATES BURIED STORM LINES NOT SHOWN ON THE
v WITH BELL TOWER UTILITY MAPS PROVIDED BY THE CITY OF BOULDER.
cl 5346 4W
13) THIS SURVEY IS VALID ONLY IF PRINT HAS ORIGINAL SEAL AND
4 -LS- gi , I SIGNATURE OF SURVEYOR.
Ix
C) X LS- vi
CP 7 7.08, 5
0. 4 LS- 04 CA 4 sr FOUND /2, lm
P. vi 534: *7 -LS- I-I INV. OUT 5: vi 5343.6w sr CAP StAunD "Orr OF Surveyor's Statement
CO INV. OUT 5340.91' BOULDER - PLS 024950* 1, JOHN S. GUYTON, A DULY REGISTERED LAND SURVEYOR, LICENSED IN THE
4 10 lik 411. 4 U48 sr 0 Si STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF FLATIRONS
SURVEYING, INC., TO ST. JOHNS EPISCOPAL CHURCH. THAT A SURVEY OF THE
IF LA ABOVE DESCRIBED PREMISES WAS CONDUCTED BY ME OR UNDER MY
Qp LO LO -Ls- k~jFEBRYA~Y, 2000; THAT SAID SURVEY AND THE RESPONSIBLE CHARGE 11 INV. IN SW SM9.16'
FF 535325'. 61 41 IN SW =7.54V V. ATTACHED PRINT HER :NV. IN NW 5=25' pj~kiLe~y~~P'E IN SUBSTANTIAL ACCORDANCE WITH
Sy , 1 :1 : "V* ;IN V. sw sma my. -W -I UZ (*' tiUXVLY FLA I :mv. tl"m NNE M112,
INV. IN NW SM0.06 INV. oui NE 5=1 ENVVV.* ~z Nww 51`0,606' -51 INV. OUT NE 5337.40' INV. oui NE SW
Rim 3. 1~ ~10 :4., cl
49i2345. 'o INV. IN N ei' 51
I OUT C 534 NV. 5158, 'Z9 D 0
N B. Zu To
% 14K 4.1 W COL RADO P.L.S. #1 4%11-~-` ii. I JOB NO. 00-35,944 0
4 4 INV. NT NE SM9.9W PRESIDENT, F ATIRONS SAttll INC.
eet
'A RIM - 5
INV, IN NW 345.8 INV.: IIN 5.2 v Legend —WATER LINE
V, SE 344
ib FOUND CENTE FOUND CENTERLINE MONUMENT AS DESCRIBED GAS LINE
SS
SANITARY LINE FOUND MONUMENT AS OESCRISED
G 0 FOUND MONUN - St STORM LINE
OVU
+ FOUND CHISEL FOUND CHISELED CROSS IN CONCRETE OVERHEAD UTILITIES
Si
0 SET #5 RESAf SET #5 REBAR WITH 1 1/2" ALUMINUM CAP
STAMPEO LS EDGE OF ASPHALT STAMPEO LS 16406
SEWER MANHC SEWER MANHOLE W GAS METER CONCRETE
FOUND 04 RED Sl IN cohmit COPYRIGHT 2000 FLATIRONS SURVEYING, INC.
ROTE WATER METER GAS VALVE
"'All IEKHMARK WATER METER BRiCK IMPROVEMENT SURVEY PLAT
C, tSCE 09) st ST ------ FIRE HYDRANI RM ift Cb FIRE HYDRANT LIGHT POLE PREPARED FOR
Depositing Certificote
tol S' RIM - 5347.4C DEPOSITED THIS - - - - - - - DAY OF - - - - - - - - - - - - - - - 2000 AT - - - - o'CLOCK INV. IN NW 5343.27' FLAGSTONE
INV. IN NW 53411V M. IN WATER VALVE WATER VALVE eV UTILITY POLE m
INV. OUT NE 5343.17' BOOK - - - - - - - - - - OF LAND SURVEY PLATS AT PAGE --------- OF THE RECORDS St. Johns Episcopal Church
OF BOULDER COUNTY, COLORADO. SIGN GRAVEL SIGN DECIDUOUS TREE
SHEET I OF I
SIGNED: - - - - - - - - - - - - - - - - - - - - - - - - -
POST BOLL, POST SOLLARD CONIFEROUS TREE -LS- LANDSCAPING DRAWN By. Flatirons
TITLE: - - - - - - - - - - - - - - - - - - - - - - - - - - - W.WERNER Surveying, Inc. 7N7.-7A =TE
0 ROOF DRAIN ROOF DRAIN (AM) - AS MEASURED AT 71ME OF SURVEY DA TE:
BY: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (P) - PER THE RECORD PLAT OF BOULDER 5717 ARAPAHOLr ROAD c FEBRUARY 21, 2000 BOULDER, CO BOJOJ RE MONS: c
FSI JOB NO. PHONE: (303) 443-700t c FAX. (303) 443-98JO CHECKED 8 Y.-
00-35,944 www.flatsurv.com DYAL 2/21/00
LEGEND
EXISING DECIDUOUS TREE
EXISIING PINE TREE
EXIS71NG TELEPHONE PEDESTAL
OtATV EXISTING CABLE TV. PEDESTAL
in EXISlING SPRINKLER VALVE BOX
_CATV-cA7v- EXISTING UNDERGROUND CABLE T.V.
EYISTING UNDERGROUND TELEPHONE
EXISTING OVERHEAD 7ELEPHONE
Pu-Pu- EXISTING UNDERGROUND POWER LINE
EXISlING 014ERHEAD UTIUTY
RIM 5352.0+ INV. IN SW 5338.7± EXISTING OAS UNE
POVIC 04 REDAR INV. OUT NE 5338.5j:
MTN ALOW PLATnc CAP PLS r37O EXISnNG SANITARY SEWER W/MANHOLE
(OV NORTH OF CMER)
w. W-w- EXISTING WATER W/FIRE HYDRANT
ow A WAlER PROPOSED WATER SERVICE
65 O~'j
61 _5T (D st- EXISTNG STORM SEWER W/MANHOLE
n~l n T mn sito I ON aTt STORM Un Ty An
ss (NO D) - - - - - - PROPOSED STORM SEWER WANLET
ow UCIRIC "--, ~A wv
U71UZE EXISTING 40 SANITARY SERVICE 122' EAST OF EX MANHOLE PER C.O.0 EXISlING WATER VALVE
ESTIMATED SERVICE INVERT 534Z2:k EXISTING WATER METER
(FIELD VERIFY PRIOR TO CONSTRUCTION)
THE USE OF 7HIS 4! SERVICE UNE IS SUBJECT tr Ocpo ;w 'A EXISTING GAS METER
TO THE ANAL FIXTURE COUNT REVIEW BY THE
C17Y AS PART OF THE BUILDING PERMIT PR 0*1 1 LLr- EXISIING POWER POLE
2u ss ~' Ex, PROPOSED 2' X 2' STORM INLET PROPOSED WATER VALVE
POSI POST MTH SEDIMENT AND OIL SEPARATOR wm
ss ow FOR WATM QUAUTY ENHANCEMENT PROPOSED WATER METER
D PMT Ln GRATE Mm 43.2 INV. SE (OUT)- 41.9 PROPOSED FIRE HYDRANT
OR DMIOR PARKING AREA ONLY-
04 ss IDERIOR PARKING AREA RUNOFF SHAU. J.
EX. MANHOLE ss BE DIRECTED M AN INTERNAL SAND AND I G
RIINI = 5353.41' 00 IARATOR INLET. THEN TO THE BOIULILSDIENP SANITARY SERVICE)
_JN-VA~5 5342.53' OYJ
\-~NV,,Qb'TINE 5342.46 . , 0 - Z ow STAIRS
oij
55 STORY BRICii ~Y BRICii
FRAMEHOUSE VilTH I OFT AE HOUSE LF. On STORM SEWER I LOFT AT 1.0% SLOPE
REMOVE EXISTING NOTES
STORM INLET
1. ALL CITY UTLITIES SHALL BE CONSTRUCTED IN ACCORDANCE VOTH THE CITY
EXInNO CHAPEL OF BOULDER STANDARD SPECIFICATONS.
FF=5353.08(FRONT) PROPOSED TYPE 16 STORM INLET
VA RIM= 44.8.t 2. WATER, FIREUNE, SEWER TAPS, AND SERVICE UNE SIZES SHALL BE INV. NW (IN)= 41.1± DETERMINED AT THE IIME OF BUILDING PERMIT APPUCAnON.
INV. (OU7)n 41.0;L(FiELD VMIFY)
Gj~ co 3. ALL NEW SERVICE TAPS TO EXISIINC MAINS SHALL BE MADE BY CITY CREWS AT 9 THE DEVELOPER'S EXPENSE.
INV
INV. IN N INV. 'A 4. ALL CONNECTIONS TO EXISTING UTIUTIES SHALL BE DONE IN A WAY SO AS TO
INV. NIMIZE DISRUPTION IN SERMCE TO EXISTING USERS. EX. STOFZM MANHOLE MI ......
INV. RIM 5343.83" 5. THE "UNDER BUILDINGO PARKING AREA ORAIN INLET(Sp (NOT SHOWN) SHALL BE
INV. IN NW 5340.80 ROUTED THROUGH SAND AND GREASE SEPARATORS RIOR TO DISCHARGE TO THE
INV. IN NW 5340.87' SANITARY SEWER SYSTEM. INV. OUT SE 5340.77'
EXISMNG
3 STORY STONE CHURCH CONNECT E)QSTING 3/e
'A WJT~ BELL TOWEP SERMCE UNE TO PROPOSED
FF- 5353.25(FRONT) lm WATER SERVICE
7
cn VAE
SIE T A,; Fo 10 ABMDON EX. 3 (4 VICE
T DUS 0 mi A
IL MOVE MEO PIT
outo 11
57 w siAmpm RIM 5343.66' !!:~o
INV, OUT 5340.91'
t t ABANDON ST ABANDON 3le SERVICE AT MAJN
ANDREMC A e) AND REMOVE MEO PIT RIM ez. t6 9'
RIM - 5 RIM - 5343.:23' 0 INV. IN SW 5339.16'
SAME 7MCH INV. IN INV. IN SE 5_138-.97T~ 0 si .0 INV. tN SW 5337.54!
IL INV. 1*-. INV. INV. IN NW 533S.25* INV. IN NW 5337.94'
V. IN I INV. OUI ,,,~INV. IN NW 5338 1 96- C4 I ;~~' 'p o INV. IN NE 5338.99' INV. OUT NE 5338.75
INV. OUT NE 5337.49'
RIM 5349.2 WE PROPOSED t',MrF-0'R
w 61 I EnC SERVICE
I V, 0 SC 5 .5 co
UIIUZiEE EX. 3 4- SERMCE FOR IRRIGATION SERMCE I V, I
RIM = 5343.13'
BXNDON 3/4' SERVICE AT MAIN,----,~~ INV. OUT NE 533998-
AND REMOVE METER
RIY~ 34 \PRQPOSEQP-TArPPlNG TEE AND
INV. IN W 534D.b aWfDRANT ASSEMBLY it
INV. IN THRUSTBLOCKS _--:-51~~
qE 53 piNE Scale: 1 20
0 10 20 40
X., i
ST
P"IKIT IVNCH)JANK PRELIMINARY ......
ST ST
MASTER UTILITY PLAN
51 ItM 53,7 ~,,a!
INV. IN NW 53413.. ST, JOHN'S EPISCOPAL CHURCH
INV. IN N-Al 5343
I NV OUT NE 53 17' 1419 PINE STREET
BOULDER, COLORADO
SCOTr, COX & MOCIATES, INC.
consulting engineers surveyors
1530 55th Street - Boulder, Colorado 80303 m
(303) 444 - 3051
Date Isurvey Scale Dosignod by CRH Shoat 02 Drciwing no.
IDMD 08/07/00 1 =20 pQge 02 00572 Drawn by
Revision Description Date Prooct no. a
Checked by WHM CITY COMMENTS 3/11/01 00572A
2 CITY COMMENTS 5/D7ZOI_
c
q
LEGEND
CA EXISTNO DECIDUOUS TREE
EXISTING PINE TREE
cT.P. EXISTING TELEPHONE PEDESTAL
IOCAIV EXISTiNG CABLE T.V. PEDESTAL
ri EXISTING SPRINKLER VALVE BOX J
-CATV-cAyv- EXISTING UNDERGROUND CABLE T.V.
EYJSTING UNDERGROUND TELEPHONE
-10-To- EXISTING OVERHEAD TELEPHONE
EXISTING UNDERGROUND POWER UNE
uyu- EYJSTING OVERHEAD UTILITY
EXISTING GAS UNE
535 RIM 5352.01 I V. IN SW 5338.7~. N EXISIING SANITARY SEWER W/MANHOLE
FW00 flEBAR INV. OUT NE 534.5-1
MTK YLLSLLO, MOR CAP I
r.1 6 (D EXISTING STORM SEWER W/MANHOLE
STORM REMOVE AND REPLACE PROPOSED STORM SEWER W/INLET
EYJSTING SIDEWALK(TYP.)
MAICH EXISTING GRADE j 4 REMOVE RAMP AND CONSTRUCT e EXISTING SPOT ELEVAIION
AT ALLEY ASPHALT EDGE NEW CURB AND GUTTER 25.25
lm~q, SB x PROPOSED SPOT ELEVATION
wv UH STHO 044 CITY Ull rY APS EXISTING WATER VALVE
( 0 NO F 0)
EYJSMNG WATER METER
BOX 0) ow >--ll
OW % EYJSMNG GAS METER
cra) EXISlING POWER POLE
% A4~- -LS- ENSTING LANDSCAPING EXISTING STAIRS TO REMAIN
019 PROPOSED LANDSCAPING
PROPOSED 2' X 2' STORM INLET
LS I 'A VATH SEDIMENT AND OL SEPARATOR HISTORIC SHEET FLOW
OW ss A FOR WATM QUAUIY ENHANCEMENT
041) GRATE ELEV.m 43.2 PROPOSED FLOW DIREnON INV. SE (OUT)- 41.9
~g OSED CONTOUR ~FOR WROR PARYJNG AREA ONLY- 25- PROP
ttlu oll, I TERIOR PARKING AREA RUNOFF SHALL
EX. MANHOLE -oll"ll"'I~ BE DIRECTED TO AN INTERNAL SAND AND EXISTING CONTOUR
RINI = 5353.41' OIL SEPARATOR INLEL IHEN TO THE BUILDING SANITARY SERMCO x 25.8 PROPOSED SPOT ELEVATION
-liN W 5342.53'
N,,Ilawl tx;;, QQQ146' % R owl WALL RETAINING WALL DISTING SPOT ELEVATION
OIN LA PROPOSED CONCRETE WALKS AND DRIVES
& OUSE' LF. 80 STORM SEWER
-HO A ~'FJT AT 1.0% SLOPE
044 a RDAOVE EYJSING I
M. e,7 STORM INLU
NOTES
ow EXIS71NO CHAPEL
Cu PROPOSED TYPE 16 STORM INLET 1. THE LOCATION OF THE ABOVE GROUND UIILIMES SHOWN HEREON ARE BASED ON THE
2 RIM- 44.81 TOPOGRAPHIC SURVEY BY FLA71RONS SURVEYING DATED 02/21/00. THE LOCATIONS OF THE INV. RW ~1114)ft 4111 UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON SAID SURVEY AND INFORMATION
.0 INV. (OU o 41.ft(FIELD VERIFY) PROMDED BY OTHERS (WHICH MAY INCLUDE THE UTILITY OWNER OR UYIUTY LOCATING
RIM 5 52.60' EXISTING GRAD
5348 534i IRV. iN N 534S. '7d ol 9 SERVICES~. SCOTr, COX & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR U11LITY INFORMA ON PROVIDED BY OTHERS. SCOTT, COX Sc ASSOCIATES, INC. RECOMMENDS THAT
t INV. IN N 535415 A INV. IN N 5 k AS A- THE LOCAIION OF THE UIUTIES BE FIELD VERIFIED PRIOR TO ANY DIGCANG ON, OR 'A
INV. IN Ne S4 2 I ADJACENT M THE SUBJECT PROPERTY. LS EX. STORM MANHOLE
INV. OUT 2. THE SUBJECT PROPERTY IS CURRENTLY LOCATED IN ZONE X (UNSHADED), THE AREA sr RIM - 5343.830
- -LS- Ls- INV. IN NW 5340.80 DETERMINED M BE OUTSIDE THE 500-YEAR FLOCOPLAIN ACCORDING TO THE FEMA rd _LS_ 53 INV. IN NW 5340.87'
MATCH EXISTING GRADE FLOOD INSURANCE RATE MAP; COMMUNITY-PANEL NO. 08013CO395F, DATED JUNE 2, 'A INV. OUT SE 5340.77' 1995. FLOOD INFORMATION IS SUBJECT TO CHANGE.
0 AT SOEWALK
AW 3. BENCHMARK INFORMATON (PER THE AFOREMEN-RONED TOPOGRAPHIC SURVEY): CITY
CXISTING PROPO STE OF BOULDER BENCHMARK AS SHOWN HEREON AND LOCATED AT THE INTERSECMON OF 14TH AND PINE BEING A #4 REBAR IN CONCRETE NTH A RECORD ELEVATION OF
3 STORY STONE CHURCH VQ IMPROVDhENTS c, BIKE 111,11', AID 1101 TO IL IPOI IIVAIIII,
A WITH BELL TOWER RACKS 'A
FF-5353.25(FRONT) 4. GRADE AWAY FROM BUILDINGS AT A MINIMUM 1OX SLOPE IN THE FIRST 10 FEET . . ... 'a AT LANDSCAPE AREAS AND AT A MINIMUM 29 SLOPE IN THE FIRST 10 FEET AT
IMP ERAOUS AREAS, EXCEPT AS NOTED.
'A 5. GRADE ADJACENT TO BUILDING SHALL BE AT LCAST 0.5' BELOW TOP OF FOUNDAIION AT
'T7 0 1 1 1 7:. 1. 1 .K~ A LANDSCAPE AREAS.
FMO I lp.. AWN.
-A RETAINING WALL RtM 5343.66' CAP STAMKO, *0rf OV bwm rM13 la "?
INV. OUT 5340.91'
go 0.4
LANDSCAPE EDUP RIM 5342.69' ANDSCAPE EDONG
'A RIM RIM - 5343.2S INV. IN SW 5339.16'
INV. IN SE INV. IN SE_~~. 7' ri INV. IN SW 5337,54'
INV. I*-V INV. IN-SI75338.88' INV. IN NW 5338.25'
IN17 IN NY IN17 IN NW 533B.96- INV. IN NW 5337,94'
INV. OUT I -LS- INV. OUT NE 5338.75' INV. IN NE 5338.09'
RIM - 5349.2S' INV. OUT NE 5337.49'
INV. I NW 5'
INV. 0 SE .5 RETAINING WALL 0 61
(TYPICAL)
-LS- RIM $343,13'
INV. OUT NE 5339.98'
--l
PIE BE RE I'll S70 NOVED I'NMV. N 'M nD OF PROPOSED IMP C~~G
'LX IAVINU,_~AK0UIuK'5 AND 5UPACE sTRCL
piN
Scale: 1" 20'
0 10 20 40
G FOUliO J4 rrOAn
IN CONChM
PNaCT bLIOU064K (SEE ilait 14) A , I G
PRELIMINARY
ST ST - __v.
GRADING AND DRAINAGE
51
51 INV. IN NW 5341 STo JOHN'S EPISCOPAL CHURCH
INV, IN' %'4t 5-43
INV. OUT NE '153 17' 1419 PINE STREET
BOULDER, COLORADO
SCO17t COX & AS=IATES, INC.
consulting engineers surveyors
1530 55th Street - Boulder, ColorQdo 80303
(303) 444 - 3051
Designed by CRH Date scale Survoy Shoat Cl Drawing no.
Drawn by DMD 07/25/00 1 Page of C2 00572 Revision Description Date Pro)oct no.
Checked by WHM 1 CITY COMMENTS 3/11/01 00572A 2 ciTy commENTs 5/07/01
ST. JOHN'S
Episco P*AL CHURCH
HARTRONFT
RENOVATION AND ExPANSION
FAURI
ARCHITECTS
HARTRONFT Pkrift Ardifedwe lntakn
FAURI
801 MAIN STREET
-ARCHITECTS S U I T E 3 0 0
10 LOUISVUE, CO 80027
VOKM 303.673.9304
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PROJECT #
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DRAWN BY: Kip
aiECO BY-.jEH
REV5M'
COPYRIGHT 2001
C14 04 All drawn and w(itten information
duplicated disclosed or otherwise appearig herein $hall not be
used wit out written consent of
Hodronft Fou(i Architects, p.c.
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ST. JOHN!S
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EPISCOPAL CHURCH HARTRONFT
FAURI
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ARCHITECTS
lw Plannhg Arctdtecture kiteriars
801 MAIN STREET
wb 7. 01i S U I T E 3 0 0 -_ . I 1.0
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COPYRIGHT 2001 t
All drawn and -yritten information
duplicated discbsed or otherwise
appearin herein shall not be used wNout viritten consent of
Hartronft Fouri Architects, p.c.
W~l -As
AERL
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ALL PHASES
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HARTRONFT
FAURI
ARCHITECTS
Xm~ . ArcMecture ~ Intetiors
801 MAIN STREET
S U I T E 3 0 0
14 1 LouisviLLE, CO 80027
VOICE:- 303.673.9 3 0 4
FAX: 3 0 3. 6 7 3 . 9 3 1 9
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COPYRIGHT 2001 RENOVATION AND ExPANSION All drawn and written riformation
duplicated disclosed or otherwise
ap ,%ecrig herein shall not be
u wit out written consent of
Hartronft Faun Architects, p.c.
LLJ HARTRONFT
Ln
FAURI - 7 " J,
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.71
FAURI
14
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ip
Plaming Archilectme lntedors AP
801 MAIN STREET
S U I T E 3 0 0
LOUISViLLE, CO 80027
IR VOICE. 303.6 73. 9 3 0 4
AL FAX: 3 0 3. 6 7 3 . 9 3 1 9
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ST. JOHN'S, COPYRICHT 2001 All drawn and Aritten information
duplicated disclosed or otherwise
oppeorin~ herein shall not be EPISCOPAL CHURCH' used wit out written consent of
Hartronft Fouri Architects. p.c,
RENOVATION Mi,) EW'-\NS10N
P HARTRONF T FF: STREET LEVEL
FAU1 k) PERSPEOVE
4VA ARCHITECT~S
Sheet E
'60
c
of 15 Sheets
EXISTIIIS WNSTRZT104 BEYOO
NEW WNSTRUCTION
NEVA SLOPED ROoF
5ECONDARY FACAPE NEH SLOPED ROOF TO TO HAVE ASPHALT SHIN61.129, HARTRONFT
PHASE I HAVE ASPHALT 5HINOLES, ~E T.O. SABLE EN:),d% PHASE 1 166'!-1 I-P P'A'f;$V I.VN 1-7) 1561-Ifty PHASE I
PRIMARY FACADE PRIMAR'lr FACADE (1) (44'-4" A5V LOK PT) S-rNMHETIr. 5nv,~:o, FAURI
PHASE I 5YNTHETIC 5TUCC0--,,,, A~ T.O. RIP(55 -T.O. RID&Elk PHASE I
5'rNTHET'IC. STUCCO ABV LON PT) ARCHITECTS
PHASE I 124)1-oly A5V LON PT) P~m~V - Ar&teaure ~ bt&ta
EXISTIN& CONSTRUCTION
801 MAIN S7REET
~0~0 LEVEL SECOND
PARISH HALL LOUISVIU.E, CO 80027
VOICE 3 03.6 73. 9 3 0 4 FAX 3 0 3. 6 7 3 . 9 3 1 9
- - - - - - - - - - - --- - - - --- - - -- EX15TINC7 S U I T E 3 0 0 PN
-All r-IF-ST LEVEL FIRST LEVELAK
7F 10-01-0" 1001-00"IF - Q - - - - - - - - - - - - - -
SECONDARY FACADE ELEME=~~.
- -- - - - - - - - - - - - - - - ftA~5~1- k-PARKIN&L5VEL PARKINS LEVEL - OPEN PARKIN& OARA61! J-
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CAST IN PLAC-E C-ONC-RETE en 1, (Typ 9 Rj KI 6ANP5LAST FIN16HH ANC) C) R t
COLOP TO MATCH MASONRI'(TY
A'r PARKING LE\r=L)
WEST ELEVATION PHASE I ~3) EAST ELE AST ELEVATION PHASE I Z 0
~&l 1/16" l'-O" 1/16 1 '-c
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FIRST LEVEL T.O. PF
\-~-TIZASH 51SICLOSURE \.'~NEH INSr, KALL
;AV OVERHEAD ROLLINC? DOOR, PHABE I NEH INSr, KALL S VOOR5, PHABE I
PHArpg I
~2 NORTH ELEVATION PHASE I
$1 it
1/16 V-0
AREA OF BITE INCLLVE IN LANDMARK PE6IBNATION
EXTERIOR FINISHES
PROXCT # 0051
UA It Iq MAR- 2001
Frirnor~ clements ore EXISTING ~41,15TRZTION SV=
Forrnol clementa oF 7 MAWN BY:BMKXHA,~
cRam By..zH
ond Nill be MON&- oi mA~r 2ooi
I~ith 0 hi4:~har ocerce
detoil onIci finish thor)
ot'ner de-aign elements, Bri~k
N5~ CON5TRZTION L . . . . . . . . . . . . . .
vencer ~,4ovld L)a tho prirnor~
motcriol, COPYRIGHT 2001
or Bt~cna vencer 5holl c c nis r e te All drawn and written informatior
olso for these, PRIMARY FACAVE EI-EMENT (1) duplicated disclosed or otheroise
PHASE I oppearin~ herein shall not be "A E END used wit out written consent of
c C, s. NEN 6LOPEO ROOFS To HAVE ASPHALT 5KNOLE' 1:01, MECH SOUIP A5V LON PT) Harironft Fouri Architpcts, P,C.
SYNTHETIC STUCCO, PHASE I
portions BEroND L L PRIMARY FACAPE ELEMENT (1) ASV LCA PT)
PHASE I
oF the (~ornpoai~ion ?qhirh 17
.,~picollw, serve oe iin~~oqc
ne primor~ clamcn~5 IeNhi-h tic PROPOSED
EVEL ------ LE ELEVATIONS/
SITE KALL5 TO MATCm
of detail PHASE I WNC REI'E 0 (DARA6E LEVEL, + PHASE I
If
VEL
oNner's Liasire tx olsc 1100.9
i;;rir,~ or stone, vencerc.-m~ ZZ= r= Sheet
ore-cost concrete or, these
'CIVICrlts. Hov~ever, other moteriols-
bc ,tillzco, e~ch C,5 s~q~hcr[e $PA LEVEL
sEcoNVARY FACADE ElLeMENT (2), CAST IN PLACE CONCRETE 0
5tv('r-C. Ar,~,Cn: st-one or pre-Co5t., PHASE I N 5ANDSLAST FIN6m AND
con.,rc~c pic,cs rro~ i~c COLOR TO MATCH MA50NRY (TYP AT CPARAOr: LEVEL)
401 c r
SOUTH ELEVATION PHASE I
i of 15 Sheets
EXISTINS CONSTRZO, ION BMND
r7 r7 7-1 F-7
I
NEN CONSTFaTION
L il NEN SLOPED ROOF
SECONDAR'T'FACAPE NEN 6LOPED ROOF TO TO HAVE ASPHALT ~;,HINSLE5, HARTRONFT
PHASE I HAVE ASPHALT SHINGLES, T.O. OABLW~ PHASE I Ij6jr .44 4" A15V LON PT) 13 -,,o
PRIMARY FACADE PRIMARY FACADE (1) (44-4" AB\/ LON PT) S'I'NTHETIC STUCCO, AURI
PHASE I SYNTHETIC. STUCCO--,,, PHASE I
SYNTHETIc. Id.,TO. Riper: T.O. RID&Es ARCHITECTS
PHArE I T 125'"0" (36-5" ABV LOA P'r) 12e -01, (56'-S" A5\/ LON PT)
P g - Ar edure kiteriars /A\
EXISTING, CCNBTRUCTION + -4-
801 MAIN STREET
LE~60~2 LEVEL 5ECONO L~~$ 112 - - - - - - - - - - - - - - S U I T E 3 0 0 FXI5TINrg
PARISH HALL LOUISVILIZ CO 80027
VOICE 303.673.9 3 0 4
FAk 3 03. 6 7 3 . 9 3 1 9
20o EVEL FIRST Lg OA
IEOI 10 Oo
NEK COLONNIOCE SEWNDARY FAC :LFME~~~ PARKINS7 ~E
V4/ STONE CO MN P±~SELI gj~ PARKINC, LEVEL - - - - - - - - - - - OPEN PARKIN SARASE
SECONPAR'r FACADE
ELEMENT (2)
0 U
CAST IN FLACE CONCRETE
IAV SANDBLAST FINISH ANC) c) COLOR To MATCH MASONRY (ry
AT PAPKINO LEVEL)
(4~ WEST ELEVATION PHASES I & 11 (3 EAST ELEVAI ELEVATION PHASES I & 11 0
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z PV OVERHEAD ROLLINO DOOR, PHASE I Li PHASE I
EXTERIOR FINISHES
+
x x (~2~ NORTH ELEVATION PHASES I & 11
LJ Foco~le elements -Olt
0 ~ ~4 sigrii~'Iaant ~ormol elements oF
the composition onci Nill be
AREA OF SITE IZLUPE IN LANOMARK PE5&ATION or desigri, detoil orid Finish thon
other des!~n elements. Brick
Ln PRoxcr # oo5i
vopmp-pr- 1,1'o
DATE oi Aw. 2000
<*'Oncrete, or stone venaer sholl F-I DRAWN BY: Bmv&~~.
olso be considered For theee CFECKED BY:.EH
cireog. REVISONi- iq mAR. 2ooi
01 mlkl~ 2001
Foacde
ore those loockgrovnd portions
of the composition v4hlch COPYRIGHT 2001
All drawn and written information
PRIMARY FACADE ILIMINT (1) duplicajted disclosed or otherwise
for066 clernents tosether. MEH SLO PHASE I apPearin ,~.herein shall not be
MEH SLOPED ROOFS TO k &ABLE END u w ut written consent of
These clernents ore :reotacl HAVE AE HAVE ASPHALT 5HINOLE5, I 'lv 13-67 ABY LON PT) Hartronft Fouri Architects, p.c. ME4.H ECUIP SYNTHETIC STUCCO, PHASE I
k. BEYOND ROCF RIDSE BEYONO
ond Firlign. If bLogat permits, (5A) NEH COLIONNAPE TO PRIMARI PRIMARY FACADE ELEMENT (1) A5V LOIN PT)
MATCH D(IsTIN6 IAV STON M To STrIN E PHASE I 10 is the o~qner's desire to ol5o C-OLVMNS 4 REV TILE ROOF PHASE I LL
utilizp, brick or stone veneer ond TO MATC-H CHURZH PHASE 11
on E- vi 1) 1 PROPOSED
"ovtaver, other
------------ _kLWCOND LEVEL ELEVATIONS/
Ac~amt Btone or pre-c Q
concrete p~eces mo~ SITE KALLB TO MATCH PHASE I & I CONCRETE 4 GARA612 L.E\1*61L,
r7 incorporoted into the pocode, Tu I IHI PHA6F I
7r- -ALk MAIN LEVEL
7 ioa-oo C4
A. Existinq r
U~ ------------ Sheet
z PARKINS LEVEL ~~R .~INS Lr ;VEL
< colonnod6 5hcill be roofed v4ith 410,40" 5ECONVARY FACADE ELEMENT (21) C-AST IN PLACE CONCRETE
M PHASEI N/ 5ANMAST FINISH ASP
'- 1 0 red tile roofing moter~cll SECOND Ln 5imilor to, or matching the PHASE I COXIR TO MATCH MA60NR'r (TYR AT rvARASE LEVEL)
0 4
0 existing rea tiip, roof on tne c
originci 14105 church, SOUTH ELEVATION PHASES I & 11
4j 1/16"
6 of 15 Sheets
SETBACK
MECHACAL
............................................. ................... ......................... ............... .............. HARTRONFT
ROOF
BeLON FAURI
YCMRO YCMRXM
ARCHITECTS
.................... EL& 4 4.T.0.. =4 PWwft a ArcWtedtre as
EOW ........... MASMOM 7/8
801 MAIN STPEET
S U I T E 3 0 0
LOUISVILLE, CO 80027 VOICE: 303.673.9304
CCFHDOR FAX: 303. 6 73. 9 3 1 9
RR)
OW GRADE PAWJ4-
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RAWMIARV H ~J,
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OPM LAWN PiA 7 DRAWN BY: Bs~BsF
LP ClfCO BY. veH~EH
REVRONS. oi mAy 2ooi
06 JJNE 2001 HMJ
-E75ACK ......... < CL40wom 2
COPYRIGHT 2001
IQC. J, N \QC All drawn and written infofmation
LAWN AREA LAWN AREA duplicoled disclosed or otherwise appeang herein shall not be
iz used wit out written consent a(
Hartronft Fauri Architects, p.c.
FRK6, SfAUS
V.N
XK 6A6W PROPOQM T.
---------- FLUOR PLANS/
PHASE I
IRE HIr T
LLE~ PARKIN6 PARALLEL PARKINO L PACE5 L SPACE5
TYPICAL POLE LIC?HT '--EXI TINS ~-)r 4
LOCATIONS (16'0 1 TIN CUR&~JLT6 LL Sheet
RF. v CURB 4 O~7R
516N - 15 MIN LOAVINCP ZONE" PZ I PINE STR Oi E STRUT
0
301 m 0
co 4 c I
MAIN LEVEL FLOOR PLAN SITE PLAN PHASE I E
1/16" V-0 c 5 of 15 Sheets m
mommW I
5ETBACK
MECHANCAL
. ............
HARTRONFT
M A; FAURI
FO
ARCHITECTS
.. ......... Plaaft Archkecture literiors
801 MAIN STREET
S U I T E 3 0 0
ROOF 1 LOUISVIU.E, CO 80027
VOICE. 3 0 3. 6 7 3. 9 3 0 4
FAX: 303.6 73. 9 3 1 9
w
0 16
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SANCTUARY IYA
PROYCT 0051
I ~~l I !.I % 1AWMAREA4 1 '1 OM LAWN AREA
di DATE 01 A*- 2000
LA DRAWN BY: Bs~5i:
CrEao By.. V&4H
IV J' RMOM.
iq mAR. 2ooi X)
SET55AC 01 MAY 2001
01 INI 111011
LNWM
COPYRIGHT 2001
L AREA All drawn and written information .AWN AREA duplicoted disclosed or otherivise
Z::E appearing herein shall not be
used without written consent of fu
Hortrontt Fouri Architects, p.c.
7 17 "U211k
5345 PRK-15, S~A(,I!5
I mX
PROPOO
.... ... -~-5346
L 00 F PLANS/ 001%
'IrP & L
PHAX3
P~ALEL PARKIN IRE Hf T -7pARALLEL PARKINIS SPA4
L SPACES LO '7 SPACES
TYPICAL OLE LI6HToA'--EXISTINrv LOT 4
LOCArioN5 (w Hz) .- EX15TIN(5 CUR5
SION 15 MIN LOADIN& ZONE' REMO CURB 4 rTER N PINF STRF Sheet 1- m
.9TRFFT,
0 r,-
MAIN LEVEL M4
1/16 1. 1 -oil c
4 of 15 Sheets
T.C. BELL TONES
5419.71 1 ~ - - '~-R
MAX. EYISTIN6 HEIC7HT PER 5.R.C. IIIN
SECTION
V,,~-005 CHANCEL AND 5ANCTUARY
HtTH 11121 BELL TOIAIER ADDITION
HARTRONFT
Iq66 r2ACRIST(, CONFERENCE ROOM, FAURI
AND CHAPEL ADDITION LO AHA
ARCHITECTS
Planfft - ArcMedLee - lnwiors
CHUFZCH OFFIC.ES ANP
PARISH HALL APPITION
801 MAIN STREET
5 U I T E 3 0 0
LOUISVIU.E, CO 80027 VOICE- 303,6 73. 9 3 0 4
FA)C- 3 0 3. 6 7 3 . 9 3 1 9
HI
EXISTIN67
nii
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CLASSROOM ADVIT14 N
(~3~ EXISTING SOUTH ELEVATION Z C)
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FYlrTlmr, PI AN - I nWFR I FVPI
%§W I as I ~ I ~j I'a N 1~ ~ v w "0 v mosm OA I t: M AIJ5 2000
11 il-oll 1/16 GROSS FLOOR AREA - 1,326 SF
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PARKINO LOT af= BY. HDHNF
SANMARY 34 - RMONS: iq mAR 2ooi 01 MAY 2001
r7l
~J46.74- COPYRIGHT 20CI
4
All drcwn and written informa(ion
Clq 53 duplicated disclosed or otherwise
351 oppeorig herein shall not be used wit out written consent of
Hartronft Fouri Architects, p.c.
Ll 4 T I
sj5j 4
)f v
0 0 4 T.
~c ;3 x 53 9, 7, r, S346.zg. EXISTLNG
9. 7,- lc~ w 14
SH PLAN &
FLOOR PLANS
SOUTH ELEV.
llj~
Sheet
w w w NI W W W W W w
0
Ln 2
Ln c
EXISTING SITE PLAN of =
1/16 BUILDING FOOTPRINT 12,871 SF of 15 Sheets
ST. JOHN'S
A'
EPISCOPAL CHURCH
r
SITE REVIEW
HARTRONFT
-1 b. I~ FAURI
JOHN'5
;L CHURCH I YOJTHRDDM AND tX1A.N1.jI
ARCHITECTS
ELEV Pbn*g ArcMeaure - Interiors
'I, . . T. 777'.: EoLr
I jCMN'!I Episi DPAL CHURCH
801 MAIN STREET
& . S U I T E 3 0 0
LOUSVILLE, CO 80027
3TOPAof VOICE. 3 0 3. 6 7 3 . 9 3 0 4
FAX- 30 3.6 7 3. 9 3 1 9
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c Ma cai ;C) Oiw axismv aft CUT AV
MWAM% 2L rg J.A AV &JrMR RL
+ KMAW . . . . . . .
x LINZ-OF-, x 7-1 ......
ix FxI:'TI tx DN 5 PARALLM.
IL. peo ealp
t
om
x
x AM= SITE PLAN LEGEND
w
+ plonturs ooc - Com:.'f W. - ----------- N I
x 'hICk mesh ocnmZ001101/1911 5r ou no over remp. P WN 0-6sw=w IX HH T AWM
~x or Cloa lrlpc) LU t AWM ~WK 5~~ U, j
+ + LU 6rouna Cover NEW am
% Mir" FOYM n, 4:1.
iroos PARK . ... ..
lx q0% fenue/10% i:1vagrats
V) STONe
BENC44, TYR (3*ww Cortovr LIMO
+ ViN AFM OeIN LAWN AVA
Exlotlne Contour Llne
poafa4owl shruo Removed tz
00 1 LL 9 1 CI; dI L PRoxcr # 0051
- - - - , , I lr~ I I I I : 'k -, I nATC. (A ut'n I
(D K69M + UPI 16 1-1 1,jr%N. .4vvl
S&L Tom .to MAWN BY: Bzp5F
00 Voccivo.0 Troo
2" - 3" C411poe Of= By:v&~EH 1K REMONS- oi mAY 2001
LA WN AREA
~.N 06 XNE 2001
DoalLijowo Troo I %i 00 2" Colipor
C40 crows Troo COPIRiGHT 2001
All drawn and w(itten inlormation
04 duplicated disclosed or otherwise BUILDING AREA SUMM:A:RY] appecring herein shall not be t
C40aroU5 TrOO Remove EX5.09 .......... .. -------- ---- used witnout written consent oi
over 10"C411por Hartronft Fouri kchitects, p.c.
ZONING MXR-E
PA 'LCL PARKiwi IRE III FAAKli V-P Sn AREA* 412,211.5 SF
CcniForcus Troo A015 510ACC5 Lo
EXISTING GROSS BUWNG FOOTPRNT- 12,870 SF -
Joe" PX15TILNO or < 04 LOCATIONO OWHS) ; EXIOTI" C-URZ Nq5 PROPOSED GROSS BMING FOOTPRINT- ADDnm- 5~44 SF SrrE &
;i~ovlp - 5164 - ls MIN L.OADINS :01'e, ftfPAIMP
PINE STREET ever 10" C411por Peatdvoys Tree ET" PROPOSM TOTAL CROSS OLLDING FOOTPRINT: 18,614 SF - PRWWNARY
PROPOSED PAVED AREA (VEKULAR): 3,613 SF t LANDSCAPE UN
(60'R-44,U 610 5MBEr 5 FOR 11,LAR61= '5 FOR MAR= I'LOOR ftANto 5111! %AN
MT 2 ADDL IDARkLEL. PARr INS 5PAtES) 11,41.1.1011 ORADIMO IWORMA ORADIMO IWORMATON (ALW M 5"get e-1) PROPOSED LANDSCAPED OPEN SPACE. 10,267 SF - PARKLNG PLAN/
PROPOSM UNCOVEM PWSMM ARE&- 6t846 SF t
C) !t ridwou5 Tree EXISTING COVERM PEDESTRKN AREA: 11488 Sf PHASE I
6* Colipor Cq
FLOOR ARMS - PHASE 1 Sheet
Ccilipar Ln
0 A~N~Pllll~MINA~RY L~AND~ICAP~IPLA~N- ~PHA~ll 20 EXISTNG REMOVED PROPOSED TOTAL E
z BASEMENT 2,159 SF 163 SF 281 SF 21277 SF
PARKING/ SERVia AREA - 3,766 SF 3;66 SF 0
FIRST LEVEL lot%8 SF 101 m stssB SF 16,526 SF con
c
SECOND LEVEL 833 SF 2,258 SF 3,091 SF
TOTAL 13t%O SFt -163 SF 2 11,863 SF 25,660 SF: ets 2 of 15 She
I,'" k~ k
;j
5E.:
INDEX TO DRAWINGS
ST. JOHN'S
A~e, tv,
ARCHITECTURAL
I T, ln;I "v. tillp e4
EPISCOPAL CHURCH I SITE & FRaM LANDSCAPE PLAN, PARrJNG PLAN/ ALL PHASES
1.1 Sa & FROM LANDSCAPE PLAN, PARKNG PLAN/ PHASE I
"ir %
2 EXISTNG:- SM PLAN, FLOOR PLANS, SOLITH ELEVA71ON
SITE REVIEW 3 PROPOSED FLOOR PLANS W/MiASWC
f.77
t 17; 3.1 PROPOSM FLOOR PLANS/ PHASE I
4 PROPOSED ELEVATIONS/ AU. PHASES
J 44;~ 4.1 PROPOSED ELEVATIONS/ PHASE I HARTRONFT
I F! All~ T.O. IXNZ 5 STREET UVEL MSnCM a PME
FAURI
.7-1 7"!k YOVTH ROOM 5.1 STRET LML PERSPECTIVE/ IYMSE I
6 AERIAL PERSPECTIVE/ ALL PHASES ARCHITECTS
ELFV wq.--
eow I qv9~_.. - T . 6.1 AERIAL PERSPECTNU PHASE I PkNft Architecture - biteriors
7.1 STREET LEVEL PERSPECTIVE/ PHASE I
801 MAIN STREET
CIVIL 3 0 0 S U I T E
. . . Cl PRBIMARY GIADM AND DRAINAGE PLAN LOUISMUZ CO 80027
VOCE- 3 03. 6 7 3 .9 3 0 4 C2 PREA"RY MASTER UTLrrY PLAN FAX- 303.673.9 31 9
CitCE PAWM* OE PAFXM
SURVEY
5 OARr SpAl CZS MOVEMENT MVEY PLAT
A CN U
-ro tz 0
7,1 RL PROJECT INFORMATION
/41 V
D
OWNER Zi 0
C)
St John's Episcopal Church <
1419 Pine Street 0 U
Boulder, Colorado 80302 (303) 442-5246
onj 0 Contact: Ron Kubee
.4
(~2~ LOWER LEVEL PARKIN, ARCHITECT << 0 PARKING PLAN-PHASES I & u
CL
1 20'-0" HARTRONFT FAURI ARCHITECTS > LLJ
Pliknning + Architacture + Intarlort 0
801 Main Street, Suite 300 0 LLJ
Louisville, Colorado 80027 u
x (303) 673-9304 FAX (303) 673-9319 z
z V) Contact: J. Erik Hartronft, AIA LU
Bill Hill, AIA 0
V) AREA OF SITE iNCLUDeD IN LANDMARK DESIGNATION FOR ST. JOHNS 6MRCA (ORO, -415A-141-M) UAJ CIVIL ENGINEER
(LOTS, IA)
(:0* kO.1,IJ LLI ALLEY M 4 RWY4.4 zv) Scott Cox & Assodates LU
in 1530 55th Street
z Boulder, Colorado 80303
+ A SIDIKAIX *~F (303)444-3051 FAX (303)444-3387 z I STANDARDS
x x Contact: Charlie Hager
x x
;Exv 0 NO LU
Abn( LrXiSlINS aRS CUT AW
+ PARKINO ARFA,R&CvW
x % x LllqE OF 71' ATNCZ COM AO &JrMR REPAPW
x x 77 7_1_
PA IM SPA455 BUILDING AREA SUMMARY
7 71 9 + N.
x LOMM x LOWER V) ZONING MXR-E
X Li LSITE PLAN LEGEND
WE AREA: 42t215 SF
EXSTING GROSS BULDNG FOOTPRNT-. 12,870 SF
plamt:ma boci - Comc,. paqlrts 4" + thick wl fbartnesh ...... t PROPOSED GROSS BIJLDING FOOTPRINT Of ADOMON. 51744 SF
X ~olrlk -qp, U.C.N, KW CLASWOM x
x (re-0,1vil fot xicit. 100) aw ABM X ABM 'LU PROPOSED TOTAL GROSS BULDNG FOOTPRINT: 18,614 SF
LW
NEW ANSLe PROPOSED PAVEI) ARFA (VEHICULAR): 3,613 SF
FOYER RARKIN6 ".10 PROPOSED LANDSCAPED OPEN SPACE 10,267 SF L
x i:ll~cgrosa FM r x LL]
PROPOSM UNCOVMED PMMM AREA:' 5,137 SF
... .... AL OTONC ~.3,h Exis-Ing Colitour Line. mmm, rTr 0 svw s t MTNG COVMM PEDES'MIAN AREA: 1,488 SF
C)
+ AREA ORN LAWN AREA :I ASIM %4 PROPOSM COVERED PEDEMIAN AREA-. 11709 SF
IWN AM- -
FLOOR AREAS:
0 J-35 L4 E07NG REMOVED PROPOSED TOTAL
77 r Llno t PROYCT 0051
~~.w KAADFX 4. RAqPMFKIT Ica CC lall cc lial er ftn-" cc
EELL Town I iwl 41 Ifivi w A'Al I OF UA It: 01 AL167. 2000
PARKNGISERVICE AUA - 3,766 SF 3,766 SF DRAWN BY: M~5F
2" 5" Callpar L7
FRST LEM 10,968 SF-- 5,558 SF 16,526 SF cffao BY: HBHZH
1-j: I SECOND LEVEL 833 SF -- 21258 SF 3j091 SF REVOONS: iq mAk xoi
H/2' - 2" (~ctlpcr
-163 SF 11,863 SF 25,660 SF ol Mkr 2001 TOTAL 13p%D SF% 06 JM 2001
Clomifcrovt, Troo --------- Ag:
-7 J Mln. 5 ft. COPYRIGHT 2001
42N ~j All drawn and written informoCon
I duplicated disclosed or otherwise
(~onif,:Fou5 Tree ------- 534 . ........ . ovar 10" Colipor ap eari herein shall not be p
used wit out wriNn consent of Hartronft Fou(i Architects, p.c.
1 4
C-OnIfelloua Troo IPA JL PAkKK \~MALLCL :FAKKt1Na
cclipor 7r-
"OAL POLE LIOH gX15TINa rAm
L=ATION5 (WHt) rxisrlNcp cm
Paclau 9 "15 MIN LOADINC, OCNE* am owt 5ION ~Or 10' Caliper Dorlivou* Troc PINE STREET IT SITE &
PREUMNARY
NET 2 AVOL PAKAk~LIL PARrINO 51PACE5) 5M "Er 5 109DR ENLARftO Ft. Ode;owavz lNrLLCINS OWIKO INFORMAT14 109DR ENL;kRftO FOOR PLAN5 OrTt i-LAN LANDSCAPE PLAN
6" - 10" Callper
PARKING PLAN/
PHASES I & 8
3'- 6" Callper
(D Troo
5"Cololar
Sheet
F2
Ul
V)
i of 15 Sheets
Plannino Board. july 19, 200,
Agenda ItOM 68