912rr_sppAviation Division, Economic Development Agency VICINITY MAP
LOCATION MAP
iLn
1 Los Vegas ■ '`FLORIDA AV. ACACIA AV.
\\ � JNPlan
cons....tructio
C A L I F 0 R N I A
0 1/2
Kingman
15 \ 40
Barstow>
Needles
Scale in Miles
et Ryan Airport HEMET-RYAN
San Bernardino 95 ``. A R 1 Z 0 N A, Hem AIRPORT
r o/10
0
alm Sorings ■ o �R.
215 � 74 Indio 10 � Vicksburg r � c t No.
3� 05 z
I f1e ■■ ■ ■ OjINDJS
Q AV.
i yt 10
79 �tii �% a
15 L • 3 STETSON AV.
HE ET -RYAN 7$ SII Proj.
o■ � a
Yuma), RR w
_ o
San Diego 8 _ 8 SF =
M E X I CO
December
THORNTON AV. v
p 4G 80
r''
Scale in Miles
Index
Descri tion
—
OverlayRunway 5 23 and Exit Taxiwa y s 1. Cover Sheet
*Construct Runway Blast Pads 2. Project Layout Plan
3-5. Runway 5-23 Overlay
Stabilize Shoulders
6. R W Blast Pad Construction
• Elevate Runway Lights
.7. Marking Plan
• Install Taxiway Lights & Signs
8. Misc. Details
DRAWING LEGEND ABBREVIATIONS
EXISTING PROPOSED EXISTING PROPOSED
AB AGGREGATE BASE GALV GALVANIZED REQ REQUIRED
AC PAVEMENT PULL BOX '® AC ASPHALT CONCRETE GB GRADE BREAK R/W RUNWAY
A GUIDANCE SIGN ASB AGGREGATE SUB—BASE GFCI GROUND FAULT CIRCUIT INTERRUPTER SD STORM DRAIN
AC OVERLAY OR SLURRY SEAL N/ AWG AMERICAN WIRE GUAGE GS GROUND SHOT SDMH STORM DRAIN MANHOLE
A HOLD POSITION SIGN BC BEGINNING OF CURVE HDPE HIGH DENSITY POLYETHYLENE SG STRAIGHT GRA
DE
FUEL RESISTANT SEAL /
N
BLDG BUILDING HORIZ HORIZONTAL SH SHOULDER
BASE—MOUNTED EDGE LIGHT
PCC PAVEMENT -� BM BENCHMARK HP HIGH POINT SS SANITARY SEWER f�
��.
Z(jqqqj I
PAVEMENT REMOVAL
N/A SEMI—FLUSH LIGHT = BVC BEGIN VERTICAL CURVE IE INVERT ELEVATION SSMH SANITARY SEWER MANHOLE `
TRANSITION N /A FEET
THRESHOLD LIGHT CL CENTERLINE L LENGTH STA STATION PLANNING /ENVIRONMENTAL
OVERLAY ® CLF CHAIN LINK FENCE LF LINEAL STD STANDARD
AC TAPER
N/q REMOVE BASE MOUNTED LIGHT N/A CB CATCH BASIN MAX MAXIMUM T TEL
LINE
_- - -. - STAKE—MOUNTED EDGE LIGHT CMP CORRUGATED METAL PIPE MID MID POINT TC TOP OF CURB
FENCE DB DIRECT BURIAL MIN MINIMUM TG TOP OF GRATE
..- ----
ROTATING BEACON DIA or DIAMETER MIRL MEDIUM INTENSITY RUNWAY LIGHTING T/L TAXILANE
_..d _ (E) EXISTING MITL MEDIUM INTENSITY TAXIWAY LIGHTING TOE
GATE TOE OF A E.D.A. DIRECTOR
PEDESTRIAN GATE �;; _ ELECTRICAL LINE O E ELECTRICAL LINE (N) NEW TOP TOP OF BANK
N/A TELEPHONE PULL BOX EC END OF CURVE OC ON CENTER T/W TAXIWAY
CARD READER EG EXISTING GRADE (OR GROUND) PB PULLBOX TYP TYPICAL
N/A - _a 7z _ TELEPHONE LINE EL ELEVATION PC POINT OF CURVATURE UON UNLESS OTHERWISE NOTED
FENCE REMOVAL 100.00) +100.00 EP EDGE OF PAVEMENT PCC PORTLAND CEMENT CONCRETE USA UNDERGROUND SERVICE ALERT
CATCH BASIN
ELEVATION EVC END VERTICAL CURVE PI POINT OF INTERSECTION VERT VERTICAL
yam- 3_TTER
_. 1 _c`--: f� v"
r - , : ,_ STORM DRAIN
TOPOGRAPHIC CONTOUR _ FAA FEDERAL AVIATION ADMINISTRATION PT POINT OF TANGENCY VG VALLEY GU
® s FAO FIXED BASE OPERATOR PVC POLY—VINYL CHLORIDE W WATER UNE
SURVEY MONUMENT SANITARY SEWER MANHOLE O
FF FINISH FLOOR PVI POINT OF VERTICAL INTERSECTION W/ WITH
SANITARY SEWER - �- - _ FG FINISH GRADE R RADIUS W/0 WITHOUT OQQ,OFESS/Q
BENCHMARK
WATER VALVE FH FIRE HYDRANT R&R REMOVE & REPLACE WV WATER VALVE
FLOW LINE FL FLOWLINE RC RELATIVE COMPACTION WWM WELDED WIRE MESH /41
FIRE HYDRANT G GAS LINE RCP REINFORCED CONCRETE PIPE MICHAEL A. SHUTT
—..
- Urn
j
GAS LINE No. 29696 r
al
WATER LINE _. — 4L Exp. 3/31199
d',. CIV1\-
REC
ORD DRAINING gr�OFCA�FQ��
Date.
SAIRPORDEC, ,g97SHUTT MOEN ASSOCIATE•ConsultingIm Job File No.:
HMTC.'297 AIRPORT CONSULTANTS & EN • Planning
EME707 Aviation Blvd., Santa Rosa, California 95403 • Engineering HMT 019'H T—RVfNAIRP0RT COVER SHEET
RIVERSIDE COUNTY, CALIFORNIA
- Designed; Drawn: Check: Approved: j Scale: I Sheet
RDL I BE As Shown Of $
1 REC RD DRAWING 'VIA I 1 t/22/98
REVISION BY APRV'D MARKS DATE
912
R
"M7 0697 411497
REVISION
CONSTRUCT BLAST PADS
SEE SHEET 6 ° —TAXIWAY SIGNING
SEE SHEETS 7 & 8
faEEsaa Eaaalsa lEEEE:a aa•saaa•r amssaaasrsaraaf amel�amars••asa srswar aaa aEEiasaa •sEa►asl•••mmlEss ria EEr s -a awarrar
f M1 •
• f
a-
200'
RUNWAY OVERLAY RUNWAY RESTRICTED AREA LIMITS
& SHOULDER RECONSTRUCTION M 2
SEE SHEETS 3-5. SEE SPECIAL PROVISIONS
iESEfssiaasasa esfaaaas ss s)sar€€sss.€i ss sa lEars.a EElasswr sls wsaa �r €�. Eisai-aza alEaa•aalalrEr€€rs€a€€sa3i-s+a43s sol f Esraf €a a moxa Am*s ma ma€•a*aA aaaamaa a am am a am a* sfB.s R4ac'iGxffHf.sa¢afasa€VAaaa arm asomm s€Ysaaafstas al s'E'X.sas aERa as iia asleweba a€sEa sa sserssrf ris assa€rEfsala
500
• e
a
—a1} PLA AY CLOSED MARKING
F
Rmn
V1
$
jJ £ -
_ l'
III ! - - -
Ls S a SEE -
125 _ REMOVE (E) MARKING AS REQL4R
m ! sE r ��. 9\�.j\\ i -!f-f sa gsz€i':na.f a�-a i�i��--: 3-3Va E.i.f 4.f.l i.Y?a--a-�.. 4..'IP?!. �1l i' @ 9. i 3-zs. M=E'a3a� "�si..Es<a: .:.•z.acu.E-a=F -
EEEEEYEE`sEIEIE'EE Eis IEEEf EEEF EE EE =a �eiE sa E!!af lima sY SEYf ais Fsel4 t.;;3EEfVEEEE!lI EEEs1f •!a €f • is#1fi E � `a. Hyl - �!z!m - _ '!
s`= 87.5' 240' 130' 120' 80' \ —TAXIWAY A TO BE USED
_ AS A TEMPORARY RUNWAY. ��� TEMPORARY HOLD POSITION
�_. TYPICAL BOTH ENDS TYP TYP SEE NOTES 1, 2, & 3. MARKING (YELLOW)
TEMPORARY R/W
� `;z — y —SEE 7 TYP, AND NOTE 2
OVERLAY T/W C & D
SEE NOTE 4
EXISTING SURVEY CONTROL
CONTROL IS BASED ON NAD 83 GEODETIC AND STATE PLANE COORDINATES.
* 3.5" BRASS DISC STAMPED "RYAN 1960" LOCATED
14'f EASTRLY OF BEACON TOWER
BASIS OF BEARINGS: THE BEARING OF THE LINE BETWEEN POINTS CE)AND M2
IS NORTH 63113'48" EAST.
Q
• z
Li
z
J
W
Li
z •
LJ
v
j. J ,..( •
•
TRAFFIC CONES
WITH LIGHTED
• CONST. BEAMS, TYP.
NOTE: ONE SET OF TEMPORARY RUNWAY CLOSURE MARKINGS FOR THE MAIN RUNWAY
SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL PLACE & REMOVE
THE TEMPORARY MARKINGS AS NECESSARY DURING CONSTRUCTION AS DIRECTED BY THE
COUNTY. RUNWAY CLOSURE MARKING SHALL BE AS MANUFACTURED BY RAVEN INDUSTRIES
SIOUX FALLS, SOUTH DAKOTA, (1-800-227-2836). OR APPROVED EQUAL. CROSSES SHALL
BECOME PROPERTY OF AIRPORT AT END OF PROJECT.
CLOSED RUNWAY MARKING
BY I APRV'D I MARKS I DATE
NORTHING
EASTING
ELEVATION
DESCRIPTION
M1
2. 210' 396.28"
6' 324' 776.93"
NONE
PK NAIL
M2
2. 212' 339.92"
6. 328' 629.71"
NONE
PK NAIL
M3
2. 211' 088.59"
6. 328' 931.36"
1516.62'
*BENCHMARK
{
* 3.5" BRASS DISC STAMPED "RYAN 1960" LOCATED
14'f EASTRLY OF BEACON TOWER
BASIS OF BEARINGS: THE BEARING OF THE LINE BETWEEN POINTS CE)AND M2
IS NORTH 63113'48" EAST.
Q
• z
Li
z
J
W
Li
z •
LJ
v
j. J ,..( •
•
TRAFFIC CONES
WITH LIGHTED
• CONST. BEAMS, TYP.
NOTE: ONE SET OF TEMPORARY RUNWAY CLOSURE MARKINGS FOR THE MAIN RUNWAY
SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL PLACE & REMOVE
THE TEMPORARY MARKINGS AS NECESSARY DURING CONSTRUCTION AS DIRECTED BY THE
COUNTY. RUNWAY CLOSURE MARKING SHALL BE AS MANUFACTURED BY RAVEN INDUSTRIES
SIOUX FALLS, SOUTH DAKOTA, (1-800-227-2836). OR APPROVED EQUAL. CROSSES SHALL
BECOME PROPERTY OF AIRPORT AT END OF PROJECT.
CLOSED RUNWAY MARKING
BY I APRV'D I MARKS I DATE
NOTES:
1. DURING THE APPROVED MAIN RUNWAY CLOSURE PERIOD THE COUNTY INTENDS TO USE
TAXIWAY 'A' AS A TEMPORARY RUNWAY, THE TAXIWAY WILL BE USED AS A RUNWAY
DURING DAYLIGHT, VFR CONDITIONS ONLY. TEMPORARY RUNWAY USE WILL BE
RESTRICTED TO SMALL AIRCRAFT (12,500 LB. MAX, WING SPAN < 491). SEE SPECIAL PROVISIONS
FOR ADDITIONAL INFORMATION REGARDING RUNWAY CLOSURE.
2. THE CONTRACTOR SHALL INSTALL TEMPORARY RUNWAY MARKINGS ON THE T/W AS SHOWN
AND/OR AS DIRECTED BY THE COUNTY. TEMPORARY MARKINGS SHALL BE REMOVABLE
PAVEMENT MARKING TAPE. TEMPORARY MARKINGS SHALL INCLUDE RUNWAY CENTERLINE STRIPING,
RUNWAY NUMERALS, THRESHOLD BARS (2), AND HOLD POSITION MARKING. EXISTING
T/W STRIPING SHALL REMAIN IN PLACE.
3. THE CLOSURE OF THE MAIN RUNWAY SHALL BE SCHEDULED IN WRITING BY THE
CONTRACTOR A MINIMUM OF 72 HOURS IN ADVANCE. TEMPORARY RUNWAY MARKINGS
SHALL BE COMPLETED A MINIMUM OF 12 HOURS PRIOR TO MAIN RUNWAY CLOSURE.
4. TAXIWAYS C AND D SHALL BE OVERLAID DURING THE TWO DAY AIRFIELD CLOSURE PERIOD
AS SPECIFIED IN DIV. IV, SECTION I.
HEMET-RYAN
HEMET, CALI
AIRPORT
FORNIA
i_
"'a'`""F..maxm.."_'.i REMOVE (E) MARKING AS REQUIRED (TYP)
—TEMPORARY R/W CL
TEMPORARY 12" WIDE R/W CL NUMERALS/THRESHOLD (WHITE)
MARKING (WHITE), SEE NOTE 2
AND SHEET 7 —SEE TYP, AND NOTE 2
y� CONTRACTOR'S EQUIPMENT
STORAGE AREA
}
ar
€
CONTRACTOR ACCESS
low
16
•.`
•_ ` a
€
-
g • e
•1
_-
RECORD DRAWING Al
T LAYO UT PLAN
P R0J EC
{
3
y
3
F
z.
_
Q
-
NOTES:
1. DURING THE APPROVED MAIN RUNWAY CLOSURE PERIOD THE COUNTY INTENDS TO USE
TAXIWAY 'A' AS A TEMPORARY RUNWAY, THE TAXIWAY WILL BE USED AS A RUNWAY
DURING DAYLIGHT, VFR CONDITIONS ONLY. TEMPORARY RUNWAY USE WILL BE
RESTRICTED TO SMALL AIRCRAFT (12,500 LB. MAX, WING SPAN < 491). SEE SPECIAL PROVISIONS
FOR ADDITIONAL INFORMATION REGARDING RUNWAY CLOSURE.
2. THE CONTRACTOR SHALL INSTALL TEMPORARY RUNWAY MARKINGS ON THE T/W AS SHOWN
AND/OR AS DIRECTED BY THE COUNTY. TEMPORARY MARKINGS SHALL BE REMOVABLE
PAVEMENT MARKING TAPE. TEMPORARY MARKINGS SHALL INCLUDE RUNWAY CENTERLINE STRIPING,
RUNWAY NUMERALS, THRESHOLD BARS (2), AND HOLD POSITION MARKING. EXISTING
T/W STRIPING SHALL REMAIN IN PLACE.
3. THE CLOSURE OF THE MAIN RUNWAY SHALL BE SCHEDULED IN WRITING BY THE
CONTRACTOR A MINIMUM OF 72 HOURS IN ADVANCE. TEMPORARY RUNWAY MARKINGS
SHALL BE COMPLETED A MINIMUM OF 12 HOURS PRIOR TO MAIN RUNWAY CLOSURE.
4. TAXIWAYS C AND D SHALL BE OVERLAID DURING THE TWO DAY AIRFIELD CLOSURE PERIOD
AS SPECIFIED IN DIV. IV, SECTION I.
HEMET-RYAN
HEMET, CALI
AIRPORT
FORNIA
i_
"'a'`""F..maxm.."_'.i REMOVE (E) MARKING AS REQUIRED (TYP)
—TEMPORARY R/W CL
TEMPORARY 12" WIDE R/W CL NUMERALS/THRESHOLD (WHITE)
MARKING (WHITE), SEE NOTE 2
AND SHEET 7 —SEE TYP, AND NOTE 2
y� CONTRACTOR'S EQUIPMENT
STORAGE AREA
}
ar
€
CONTRACTOR ACCESS
low
16
•.`
•_ ` a
€
-
g • e
•1
_-
RECORD DRAWING Al
T LAYO UT PLAN
P R0J EC
Designed:
RDL
COO
MICHRE .#�SHUTT R
a`r`rr
c l; 9696
- U99
�?r C ; y
SH U TT OEN .A.SSOCI ATES
I AIR CONSULTANTS
1 ULTAN T S & ENGINEERSS
707 A..: 1: QI nL_ t., f GAl�Z
�: n iaiion Blvd., Sa �� osc� Call orf3ia 5403
Drawn:
BE
Check:
Approved:
'Date:
AIRPORT
DEC. 1997
• Consulting I Job File No.:
• Planning
• Engineering
HMT 0197
Scale: I Sheet
1" = 200' 1 2 Of 8
{
Designed:
RDL
COO
MICHRE .#�SHUTT R
a`r`rr
c l; 9696
- U99
�?r C ; y
SH U TT OEN .A.SSOCI ATES
I AIR CONSULTANTS
1 ULTAN T S & ENGINEERSS
707 A..: 1: QI nL_ t., f GAl�Z
�: n iaiion Blvd., Sa �� osc� Call orf3ia 5403
Drawn:
BE
Check:
Approved:
'Date:
AIRPORT
DEC. 1997
• Consulting I Job File No.:
• Planning
• Engineering
HMT 0197
Scale: I Sheet
1" = 200' 1 2 Of 8
= ou
SYMBOL
DUCT
CABLE
m
-
COMMENT
0
(N) 2" PVC
2 - 5 KV
R/W
N/A
0
(N) 2" PVC
2 - 5 KV
IAI9�Twa f_".e._•1�
N/A
REMOVE (E) PAVEMENT
SEE NC TE 4 e
GRADE V -DITCH --�
SEE SHEET 6
Q�0 10' , 10'
HMD0797 111497
REVISION
INSTALL HOLD POSITION SIGN
—SEE (=-)
25'
TAPER
LEVELING
COURSE
25'
ADJUST RUNWAY LIGHTS
TO FINISH GRADE
—SEE D TYP
25'
INSTALL 130 LF OF 12" SD
WITH FLARED END SECTIONS
S=0.0035 B
-SEE & SHEET 6
-a-
REMOVE HOLD POSITION MAWIN6R�-
SEE DOTE 3
- T/W A
( TEMPORA R Y RUN WAY - REMA /N CL EAR)
1.- - - .-
a
f
____TEMPORARY RUNWAY
s w -
.. e
RES TR/ T
C ED AREA
25'
TAPER
LEVELING
COURSE
(E) AC "at
\-3" AC OVERLAY
PAVING FABRIC
1-1/2" AC LEVELING COURSE
SEE NOTE 7
TAPERED AC LEVELING COURSE
1 1 /2" - 1/2" ® EP
RUNWAY 5-23
NO SCALE
STAMONS 10+00 TO 42+00
SMA I I 1
BY ; APRV'D MARKS
7/22/'
DATE
A
HMTD0797 3
J ACs
100% R. C.
100
ABs NATIVE
_ BACKFILL
s AT 95% R.C.
CLASS B
OAELL J e PIPE ti-. - - PIPE
BACKFILL
tPO� P` Q
COMPACTED COMPACTED 1 1/2 DIA.
SAND l t /2 DIA. j
AT 100% R.C. _L SAND
\ AT 100% R.C.
6" STABILIZED SHOULDERS,
TYP BOTH SIDES - f 2
" 2 DIA. +12" --
® 95% RC DIA. +12
PAVED AREAS UNPAVED AREAS
s AC & AB THICKNESS TO MATCH EXISTING OR PROPOSED PAVEMENT.
STORM DRAIN SHALL BE INSTALLED BEFORE NEW PAVEMENT IS PLACED
PIPE TRENCHING rB
NO SCALE D303 3
HEMET-RYAN
HEMET, CALI
AIRPORT
FORNIA
DUCT/CABLE SCHEDULE
SYMBOL
DUCT
CABLE
CIRCUIT
TRENCH
COMMENT
0
(N) 2" PVC
2 - 5 KV
R/W
N/A
0
(N) 2" PVC
2 - 5 KV
T/W
N/A
(N) 2" PVC
1 - 5 KV
T/W
N/A
(E)
1 - 5 KV
T/W
N/A
* INTERCEPT (E) DUCT. RE -USE (E) CABLE.
INSTALL (N) CABLE AS REQUIRED,
ORECORD DRAWING
/OQAOFES�/D
r,
'CO2
MICHAEL a SHUTT
3C N0.29696
* Exp. 3/31199 �
CIV 1%- �P
OF CAUFO�
RUNWAY 5-23 RECONSTRUCTION
Designed:
RDL
NOTES:
1, PCC SHALL BE DISPOSED OF OFF-SITE AS DIRECTED BY THE
ENGINEER, THE COST FOR PCC REMOVAL SHALL BE INCLUDED IN
EARTHWORK & SITE PREPARATION. .
2. THE CONTRACTOR SHALL PLANE THE RUNWAY SURFACE WHERE
RUBBER RESIDUE HAS BUILT UP TO A DEPTH OF 0.02'.
GRINDINGS SHALL BE BLENDED WITH OTHER RECYCLED MATERIALS
AND PLACED AS BACKING UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
3. (E) HOLD POSITION MARKINGS IN T/W A RECONSTRUCTION
AREAS SHALL BE REMOVED BY SANDBLASTING & FOG SEALEDPRIOR TO RE—
OPENING MAIN RUNWAY 5-23,
4. THE (E) AC SURFACE SHALL BE PULVERIZED TO 2 INCH
MINUS, BLENDED WITH (E) BASE, AND REUSED AS SHOULDER
MATERIAL.
5. THE CONTRACTOR SHALL CLEAR AND/OR ADJUST THE EXISTING
TAXIWAY CONDUITS ON EITHER SIDE OF TAXIWAY A NECESSARY TO
EXTEND TAXIWAY LIGHTING CIRCUITS TO NEW LIGHTS.
6. THE COST FOR REMOVAL AND SALVAGE OF EXISTING THRESHOLD
LIGHTS, FIXTURES, CANS, CONDUITS AND CONDUCTORS, AND
INSTALLATION OF NEW CONDUITS AND CONDUCTORS FOR THRESHOLD
LIGHTS SHALL BE INCLUDED IN EARTHWORK & SITE PREPARATION.
7, THE COST OF ASPHALT PER TON FOR LEVELING COURSE SHALL BE
INCLUDED IN THE COST FOR TYPE I ASPHALT.
SH U TT M OEN ASSOCIATES
AIRPORT CONSULTANTS & ENGINEERS
707 Aviation Blvd., Santa Rosa, California 95403
Drawn: Check:
BE i
:Approved:
Date:
AIRPORT
• Consulting DEC, 1997
• Planning Job File No.:
• Engineerinq
HMT 0197
Scale: I Sheet
1" = 50' I 3 Of 8
912-R
50'
L'
r
iw RUNWAY RES TRIC TED AREA
ADJUST ELEVATED
LdRUNWAY LIGHT
D
+ + +
:11
L0
LLJw
25' AC TRANSITION N
-SEE B W
`V n' 55 �` OZ n'1 .22 1—. n'f .�9 1 1 D� nA 1'J 1 11 �' �- SEE TYP. 12 ` 13 14 11.29 1
cn6 • �n7 • � n1 � , nst_Q' _ l.a �i _ 1 ck 9 35 g `i � 1 � 43 15 01
R7S09 lso9 7�,P
30 `SS 8S
— STABILIZED SHOULDER TYP. INSTALL (-'UIDANCE SIGN
VW A
TRANSITION _ ( TEMPORAR Y RUN WA Y - REMAIN CLEAR)
-SEE
H _
r
TEMPORARY RUNWAY RES TRIC TED AREA
HYTJ0797 111497
REVISION
-SEE ( TYP
Ago
-
NOTES:
10' 50' 1 10 25' 1, THE EXISTING SURFACE & CRACKS SHALL BE THOROUGHLY
CLEANED PRIOR TO PLACING TACK COAT & PAVING FABRIC.
PRIOR TO PLACING PAVING FABRIC, TACK COAT (LIQUID ASPHALT),
I AC OVERLAY SHALL BE APPLIED AT AN APPROXIMATE RATE OF 0.25 GALLON PER
01' SQUARE YARD OF SURFACE COVERED. THE EXACT RATE AND NUMBER OF
1 APPLICATIONS WILL BE DETERMINED BY THE ENGINEER. NO SEPARATE
PAYMENT WILL BE MADE FOR THIS APPLICATION, THE PRICE FOR
EXISTING AC TACK COAT SHALL BE INCLUDED IN EARTHWORK AND SITE PREPARATION,
3" AC OVERLAY
PAVING FABRIC GRIND EXISTING AC
APPLY TACK COAT TO 2, HOLD POSITION MARKINGS IN T/W C & D AND OTHER PAVEMENT
SHOULDER BACKING (E) AC SHOULDER BACKING HORIZONTAL & VERTICAL FACE MARKING DESIGNATED TO BE REMOVED SHALL BE REMOVED BY
AT 95% R.C. AT 95% R.C• SEE NOTE 3 SANDBLASTING PRIOR TO PLACING AC OVERLAY, THE COST FOR
SANDBLASTING SHALL BE INCLUDED IN EARTHWORK & SITE PREPARATIOIN.
TYPICAL OVERLAY TRANSITION 6
NO SCALE P2115, 3. THE (E) AC SURFACE SHALL BE PULVERIZED TO 2 INCH MINUS,
GRADATION AND REUSED .AS SHOULDER BACKING MATERIAL.
EXIT TAXIWAY /4 4. PAVEMENT REINFORCING FABRIC SHALL CONFORM TO SSECTION 39-4.03
"PAVEMENT REINFORCING FABRIC" AND SECTION 88 "ENGINERING FABRIC"
NO SCALE P205 4 OF THE CAL TRANS STANDARD & SPECIFICATIONS, JULY 1992.
HEMET-RYAN AIRPORT
HEMET, CALIFORNIA
ARECORD DRAWING
RUNWAY 5-23 RECONSTRUCTION
�I1 'i
rti
CD MICHAEL A SH
2 No, 2%96
4c Exp, 3/31/99
s� Divi% �P
OF CAL1�0�
SHUTT MOEN ASSOCIATES
AIRPORT CONSULTANTS & ENGINEERS
707 Aviation Blvd., Santa Rosa, California 95403
RD DRAWING SMA 1 7/22/98 f `Designed: Drawn:
BY APRV'D MARKS DATE
RDL BE
Check:
Approved:
AIRPORT Date:
s DEC, 1997
• Consulting
• Planning Job File No.:
• Engineering
HMT 0197
Scale: Sheet
1" = 50' 4 Of 8
912awRR
151010•
S
R7S09 lso9 7�,P
30 `SS 8S
— STABILIZED SHOULDER TYP. INSTALL (-'UIDANCE SIGN
VW A
TRANSITION _ ( TEMPORAR Y RUN WA Y - REMAIN CLEAR)
-SEE
H _
r
TEMPORARY RUNWAY RES TRIC TED AREA
HYTJ0797 111497
REVISION
-SEE ( TYP
Ago
-
NOTES:
10' 50' 1 10 25' 1, THE EXISTING SURFACE & CRACKS SHALL BE THOROUGHLY
CLEANED PRIOR TO PLACING TACK COAT & PAVING FABRIC.
PRIOR TO PLACING PAVING FABRIC, TACK COAT (LIQUID ASPHALT),
I AC OVERLAY SHALL BE APPLIED AT AN APPROXIMATE RATE OF 0.25 GALLON PER
01' SQUARE YARD OF SURFACE COVERED. THE EXACT RATE AND NUMBER OF
1 APPLICATIONS WILL BE DETERMINED BY THE ENGINEER. NO SEPARATE
PAYMENT WILL BE MADE FOR THIS APPLICATION, THE PRICE FOR
EXISTING AC TACK COAT SHALL BE INCLUDED IN EARTHWORK AND SITE PREPARATION,
3" AC OVERLAY
PAVING FABRIC GRIND EXISTING AC
APPLY TACK COAT TO 2, HOLD POSITION MARKINGS IN T/W C & D AND OTHER PAVEMENT
SHOULDER BACKING (E) AC SHOULDER BACKING HORIZONTAL & VERTICAL FACE MARKING DESIGNATED TO BE REMOVED SHALL BE REMOVED BY
AT 95% R.C. AT 95% R.C• SEE NOTE 3 SANDBLASTING PRIOR TO PLACING AC OVERLAY, THE COST FOR
SANDBLASTING SHALL BE INCLUDED IN EARTHWORK & SITE PREPARATIOIN.
TYPICAL OVERLAY TRANSITION 6
NO SCALE P2115, 3. THE (E) AC SURFACE SHALL BE PULVERIZED TO 2 INCH MINUS,
GRADATION AND REUSED .AS SHOULDER BACKING MATERIAL.
EXIT TAXIWAY /4 4. PAVEMENT REINFORCING FABRIC SHALL CONFORM TO SSECTION 39-4.03
"PAVEMENT REINFORCING FABRIC" AND SECTION 88 "ENGINERING FABRIC"
NO SCALE P205 4 OF THE CAL TRANS STANDARD & SPECIFICATIONS, JULY 1992.
HEMET-RYAN AIRPORT
HEMET, CALIFORNIA
ARECORD DRAWING
RUNWAY 5-23 RECONSTRUCTION
�I1 'i
rti
CD MICHAEL A SH
2 No, 2%96
4c Exp, 3/31/99
s� Divi% �P
OF CAL1�0�
SHUTT MOEN ASSOCIATES
AIRPORT CONSULTANTS & ENGINEERS
707 Aviation Blvd., Santa Rosa, California 95403
RD DRAWING SMA 1 7/22/98 f `Designed: Drawn:
BY APRV'D MARKS DATE
RDL BE
Check:
Approved:
AIRPORT Date:
s DEC, 1997
• Consulting
• Planning Job File No.:
• Engineering
HMT 0197
Scale: Sheet
1" = 50' 4 Of 8
912awRR
RUNWAY 5 BLAST PAD &
TAXIWAY A RECONSTRUCTION PLAN
SCALE: 1"= 50'
CURVE DATA
SYM
R
L
O
O1
55'
86.39'
90'
O2
55'
86.39'
90'
Z
W
m
0
0
0
0
0
O
p
U
U
Ln
U�Ln
of
Z
W
(!)
W (n
PVI STA
= 11 +00
0
0
w PVI EL =
1504.76 w
0
0
�L
00' VC
0
D 000 +0
it
Ln r0
1510 -- - - _ . a_. - T `n -
(n W � O (n W
mm o p Q
110) LO ww
arm � r T
1505 FIT--- -- -
j - 4" AC SURFACE
�4 1/2" AC 12" AB AT 100% RC
OVERLAY
DATUM ELEV 12" CT NATIVE AT 93-95% RC
'
1500.00
0
LO
O
cr)
O
p
rn
Ln
U�Ln
Ln
00
Ln
00
d)
00
0
0
�L
��
0�
u;
10+00
nM" c_:897 s97
1 RECORD DRAW1'NG SMA 1 3 11 7/22/98
REVISION BY APRV'D MARKS i DATE
1
rMP. aR
ESICTEDEA �51� ts.
AC
25 -`
s
�2tiJQ�oCv
STA. 53+15.:
w
ry
0
w
U
-Fcn
W
ry
¢
r�
Z
m
GRADING LIMIT
\ nTA GC 1 4= r
RUNWAY 23 BLAST PAD & SMOOTH GRADE
TAXIWAY A RECONSTRUCTION
SCALE: 1 = IIIIIIW50
0 0
U U
U UJ V)Z I�-
IJj
0° 0 PVI STA = 56+00 w 0 z
w PVI EL = 1514.06 w w
100' VC
{J
+ O U)Q
LO
LO + 3
Lo Ln Z
¢ Q
(n w :n w
> >
m m CN I` III w
DATUM ELEV
1510
I\
Ln
0
O
X)
In
5 1/2" AC
OVERLAY
Z
—4" AC SURFACE
-12" AB AT 100% RC
12" CT NATIVE AT 93-95% RC
—
�
rn
Ln
Ln
�,
d)
r
�
r
F.
J
-
— 3 _
"
55'
fi
$
v�q
rf
s
�2tiJQ�oCv
STA. 53+15.:
w
ry
0
w
U
-Fcn
W
ry
¢
r�
Z
m
GRADING LIMIT
\ nTA GC 1 4= r
RUNWAY 23 BLAST PAD & SMOOTH GRADE
TAXIWAY A RECONSTRUCTION
SCALE: 1 = IIIIIIW50
0 0
U U
U UJ V)Z I�-
IJj
0° 0 PVI STA = 56+00 w 0 z
w PVI EL = 1514.06 w w
100' VC
{J
+ O U)Q
LO
LO + 3
Lo Ln Z
¢ Q
(n w :n w
> >
m m CN I` III w
DATUM ELEV
1510
I\
Ln
0
O
X)
In
5 1/2" AC
OVERLAY
Z
—4" AC SURFACE
-12" AB AT 100% RC
12" CT NATIVE AT 93-95% RC
11+00 12+00 55+00
TAXIWAY A PROFILE
SCALE: HORIZ. 1 "= 50'
VERT. 1" = 5'
H EM ET -RYAN
HEMET, CALI
AIRPORT
FORNIA
56+00 57+00
0 RECORD DRAWING
20'
100'
BLAST PAD TYPICAL SECTION
NO SCALE
A
HMTDO897
20'
6" STABILIZED SHOULDER
TYP BOTH SIDES
TAXIWAY A RECONSTRUCTION &
BLAST PAD CONSTRUCTION
6Ii;0FES-9/0 ��
MICHAEL A. SHUTT �
iyo, 2696
4,. Exp. 3/31/99
C09
,
\` AIJ
TAXIWAY A RECONSTRUCTION
NO SCALE
B
HM M0897
15"
i DITCH FLOWLINE FLOW
33
EMBEDDING DETAIL
RE—BARS, STEEL PICKETS, OR z
L" X 2 STAKES 1 1/2' TO 2' r
IN GROUND '
ANGLE FIRST STAKE�,
TOWARD PREAOUSL'r 'y —
LAID BALE
� t
_- WIRE OR NYLON BOUND BALES
PLACED PERPENDICULAR TO THE
_ FLOW. THE NUMBER OF BALES
WILL BE DETERMINED BY PROVIDING
<p�L 1 FOOT(MIN.) CLEARANCE FROM
TOP OF THE UPPER MOST BALE
TO THE TOP OF THE BOTTOM
FACE BALE WIRES �+ MOST BALE AS SHOWN,
TOWARD FLOW
Designed:
RDL
SILT TRAP C
NO SCALE HMT 6
SH U TT M C EN ASSOCIATES
AIRPORT CONSULTANTS & ENGINEERS
707 Aviation Blvd., Santa Rosa, California 95403
Drawn: j Check:
BE j
Approved
Date:
AIRPORT !
DEC. 1997
• Consulting Jo
• Planning v
File No.:
!
• Engineering I
HMT 0197
Scale: Sheet
AS NOTED ( $ Of $
—
�
rn
Ln
Ln
�,
d)
r
�
r
11+00 12+00 55+00
TAXIWAY A PROFILE
SCALE: HORIZ. 1 "= 50'
VERT. 1" = 5'
H EM ET -RYAN
HEMET, CALI
AIRPORT
FORNIA
56+00 57+00
0 RECORD DRAWING
20'
100'
BLAST PAD TYPICAL SECTION
NO SCALE
A
HMTDO897
20'
6" STABILIZED SHOULDER
TYP BOTH SIDES
TAXIWAY A RECONSTRUCTION &
BLAST PAD CONSTRUCTION
6Ii;0FES-9/0 ��
MICHAEL A. SHUTT �
iyo, 2696
4,. Exp. 3/31/99
C09
,
\` AIJ
TAXIWAY A RECONSTRUCTION
NO SCALE
B
HM M0897
15"
i DITCH FLOWLINE FLOW
33
EMBEDDING DETAIL
RE—BARS, STEEL PICKETS, OR z
L" X 2 STAKES 1 1/2' TO 2' r
IN GROUND '
ANGLE FIRST STAKE�,
TOWARD PREAOUSL'r 'y —
LAID BALE
� t
_- WIRE OR NYLON BOUND BALES
PLACED PERPENDICULAR TO THE
_ FLOW. THE NUMBER OF BALES
WILL BE DETERMINED BY PROVIDING
<p�L 1 FOOT(MIN.) CLEARANCE FROM
TOP OF THE UPPER MOST BALE
TO THE TOP OF THE BOTTOM
FACE BALE WIRES �+ MOST BALE AS SHOWN,
TOWARD FLOW
Designed:
RDL
SILT TRAP C
NO SCALE HMT 6
SH U TT M C EN ASSOCIATES
AIRPORT CONSULTANTS & ENGINEERS
707 Aviation Blvd., Santa Rosa, California 95403
Drawn: j Check:
BE j
Approved
Date:
AIRPORT !
DEC. 1997
• Consulting Jo
• Planning v
File No.:
!
• Engineering I
HMT 0197
Scale: Sheet
AS NOTED ( $ Of $
1000' 150'
1 »= 100'
X20, 150' 40' 60' 40' 120' TYP. 80' TYP,
10' WIDE WHITE PAIN 7 18" WIDE WHITE
THRESHOLD STRIPE 10 R/W CENTERLINE STRIPE, TYP.
2Q' 2Q0'
TYP
48'
� �200
Q
200' PAINT WHITE R/W NUMERAL
TYP 22 y A PAINT WHITE AIMING
-SEE POINT MARKING
Z
NT CHEVRONS PAINT WHITE THRESHOLD MARKINGS
-SEE B -SEE
7 -
0 --
Y
5 PAINT 80't LONG
YELLOW T/W HOLD LINE
-SEE D TYP
REQ VISION
o
c
Co
0
144
i° c
N
N
r
o
c
20'
�— RUNWAY
CENTERLINE
0
r
20 17.571 20'
RUNWAY
CENTERLINE
RUNWAY NUMERALS
NO SCALE
A_
7
0
< i
5 • 23 & '
o
I 0
T °P
RUNWAY
STRIPE
3 79.5" 80' 79.5'
`� 6" TAXIWAY
STRIPE
REMOVE (E) PAVEMENT
MARKING AS REQUIRED
i
E'
150'
1
_20'
} 48'
20'
—PAINT WHITE AIMING
POINT MARKING
-I ilk- - --; --
_ T/W A
REMOVE (E) PAVEMENT
MARKING AS REQUIRED
150'
1000'
PAINT 18" WIDE WHITE 801 TYP, 120' TYP, 40' 60 40' 150' 20'
R/W CENTERLINE STRIPE, TYP. 10'
N
PAINT WHITE R/W NUMER/AL S D
A
-SEE 7
PAINT WHITE THRESHOLD MARKINGS 9
- SEE D 23
4'
TYP, 5.75'
200' PAINT STRIPING j TYP.
YELLOW
5-0' 50'
TYP 31 3' 3'
(TYP) ~I (TYP) }
SEVEN SPACES } Z
AT 6" = 3'-6"
o
�j' 11.5'
MAX.
0 5.75 }
O — SP ATIYP
f
FELLOW CHEVRONS
BLAST PAD MARKING
NO SCALE M208
MA 1
BY APRV'D i MARKS
DATE
5'
MAX.
C
AS SHOWN ON PLANS
TAXIWAY HOLD LINE DETAIL C
NO SCALE
HEMET-RYAN AIRPORT
HEMET, CALIFORNIA
MMRK_12 7
THRESHOLD MARKING
NO SCALE
RECORD DRAWING
D
M2C7 7
MARKING AND SIGNING PLAN
Designed:
RDL
—10' WIDE WHITE
THRESHOLD STRIPE
PAINT CHEVRONS
-SEE 7
7
0'
10' YELLOW
T/W HOLD LINE
-SEE TYP
/9QRpFESS/
C7 MICHAEL A SHUTT` rr
c No.29696
Exp. 3/31/99
�r
cm
OF CA
SH U TT M OEN ASSOCIATES
AIRPORT CONSULTANTS &ENGINEERS
707 Avictior Blvd., Santa Rosa, California 95403
Drawn: i Check; Approved:
BE Ij
! Date:
AIRPORT
NOV. 1997
• Consulting Job File No,:
• Planning
• Engineering
HMT 0197
Scale: 'Sheet
1" = 100' 7 Of 8
1 "= 100'
< i
5 • 23 & '
o
I 0
T °P
RUNWAY
STRIPE
3 79.5" 80' 79.5'
`� 6" TAXIWAY
STRIPE
REMOVE (E) PAVEMENT
MARKING AS REQUIRED
i
E'
150'
1
_20'
} 48'
20'
—PAINT WHITE AIMING
POINT MARKING
-I ilk- - --; --
_ T/W A
REMOVE (E) PAVEMENT
MARKING AS REQUIRED
150'
1000'
PAINT 18" WIDE WHITE 801 TYP, 120' TYP, 40' 60 40' 150' 20'
R/W CENTERLINE STRIPE, TYP. 10'
N
PAINT WHITE R/W NUMER/AL S D
A
-SEE 7
PAINT WHITE THRESHOLD MARKINGS 9
- SEE D 23
4'
TYP, 5.75'
200' PAINT STRIPING j TYP.
YELLOW
5-0' 50'
TYP 31 3' 3'
(TYP) ~I (TYP) }
SEVEN SPACES } Z
AT 6" = 3'-6"
o
�j' 11.5'
MAX.
0 5.75 }
O — SP ATIYP
f
FELLOW CHEVRONS
BLAST PAD MARKING
NO SCALE M208
MA 1
BY APRV'D i MARKS
DATE
5'
MAX.
C
AS SHOWN ON PLANS
TAXIWAY HOLD LINE DETAIL C
NO SCALE
HEMET-RYAN AIRPORT
HEMET, CALIFORNIA
MMRK_12 7
THRESHOLD MARKING
NO SCALE
RECORD DRAWING
D
M2C7 7
MARKING AND SIGNING PLAN
Designed:
RDL
—10' WIDE WHITE
THRESHOLD STRIPE
PAINT CHEVRONS
-SEE 7
7
0'
10' YELLOW
T/W HOLD LINE
-SEE TYP
/9QRpFESS/
C7 MICHAEL A SHUTT` rr
c No.29696
Exp. 3/31/99
�r
cm
OF CA
SH U TT M OEN ASSOCIATES
AIRPORT CONSULTANTS &ENGINEERS
707 Avictior Blvd., Santa Rosa, California 95403
Drawn: i Check; Approved:
BE Ij
! Date:
AIRPORT
NOV. 1997
• Consulting Job File No,:
• Planning
• Engineering
HMT 0197
Scale: 'Sheet
1" = 100' 7 Of 8
150'
1
_20'
} 48'
20'
—PAINT WHITE AIMING
POINT MARKING
-I ilk- - --; --
_ T/W A
REMOVE (E) PAVEMENT
MARKING AS REQUIRED
150'
1000'
PAINT 18" WIDE WHITE 801 TYP, 120' TYP, 40' 60 40' 150' 20'
R/W CENTERLINE STRIPE, TYP. 10'
N
PAINT WHITE R/W NUMER/AL S D
A
-SEE 7
PAINT WHITE THRESHOLD MARKINGS 9
- SEE D 23
4'
TYP, 5.75'
200' PAINT STRIPING j TYP.
YELLOW
5-0' 50'
TYP 31 3' 3'
(TYP) ~I (TYP) }
SEVEN SPACES } Z
AT 6" = 3'-6"
o
�j' 11.5'
MAX.
0 5.75 }
O — SP ATIYP
f
FELLOW CHEVRONS
BLAST PAD MARKING
NO SCALE M208
MA 1
BY APRV'D i MARKS
DATE
5'
MAX.
C
AS SHOWN ON PLANS
TAXIWAY HOLD LINE DETAIL C
NO SCALE
HEMET-RYAN AIRPORT
HEMET, CALIFORNIA
MMRK_12 7
THRESHOLD MARKING
NO SCALE
RECORD DRAWING
D
M2C7 7
MARKING AND SIGNING PLAN
Designed:
RDL
—10' WIDE WHITE
THRESHOLD STRIPE
PAINT CHEVRONS
-SEE 7
7
0'
10' YELLOW
T/W HOLD LINE
-SEE TYP
/9QRpFESS/
C7 MICHAEL A SHUTT` rr
c No.29696
Exp. 3/31/99
�r
cm
OF CA
SH U TT M OEN ASSOCIATES
AIRPORT CONSULTANTS &ENGINEERS
707 Avictior Blvd., Santa Rosa, California 95403
Drawn: i Check; Approved:
BE Ij
! Date:
AIRPORT
NOV. 1997
• Consulting Job File No,:
• Planning
• Engineering
HMT 0197
Scale: 'Sheet
1" = 100' 7 Of 8