IMPROVEMENT NOTES CONT. IMPROVEMENT NOTES CITY OF SAN MARCOS SITE ADDRESS AND ASSESSOR PARCEL NUMBERS - BY THE DIS
BRADLEY PARK PUMP TRACK
ASSESSOR PARCEL NUMBER: 219-224-09-00
AND/OR ADDITIONAL REQUIREMENTS. OWNER
(CIP NO. PK009)
STORM WATER SUMMARY
V LAS POSAS RD N TWIN OAKS VALLEY RD
3. A HE ERRAND UTES ATE SEE INSTALLED BEFORE CONSTRUCTIONS VOODWARD ST SHEET INDEX
26. TUNE. THE CONFRACTOR IS SOLELY RESPONSIBLEOR GRADING OPERATIONS OR GRADING SHCCI NO.
MISSION RD
÷ - 13
W SAN MARCO BARHAM DR
CRAVEN RD
COX COMMUNICATIONS OR ADELPHIA COMMUNICATIONS PROJECT SITE
30. A TRAFFIC
CONSTRUCTION.
IS DEL ER OVERMENT DESE US 26 525O BEFORE A "PERMIT TO EXCAVATE" VICINTY MAP
8. ACCESTANCE OF SAID SHOVEMEN SUBMITTED FOR ALL PUBLIC IMPROVEMENTS PRIOR TO
9. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION COMMENCES.
WORK TO BE DONE
LATEST EDMON OF THE FOLDING DOCUMETN WORK TO BE DONE IN ACCORDANCE WITH THE
DECLARATION OF RESPONSIBLE CHARGE (CITY)
BUT MAGO RETO SEN AN ON EN IS EN ROUTINES
TATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS PLANS
PPROVED MATERIALS LIS
12 ALLOCATED O FEATURED AT HE DELORE IS PENIC WITH THESE PLANS SHALL BE
3. MINIMUM 90% COMPACTION IS REQUIRED IN AL
5% COMPACTON SIX INCHES (69 BELOW ANISHED SUTRADE AN AURIC STREAM OV
16. PUBUC RIGHT-OF-WAYN MAINS OR CONTROL VALVES SHALL BE PLACED WITHIN THE inf MAND ARANO
6/10/22 80% 234.34i(
8. ALL TRENC MARK N. ARAUJO TATE CIVIL ENGINEER OF WORK AS-BUILT CERTIFICATE XP. 12/31/22
THE CITY'S DESIGN INSPECTOR ACGERFANMENDED NY DISCRETIONARY APPROVAL(S) FOR THE PROJECT Kimley» Horn kno Associates, Inc. 02022 By: Isaac Etchamendy, City Engineer • RESPONSIRILITY OF THE MATHEMATICAI
20. TATA AND ACCURACY OF DESIGN SARIN HERON. Public Works Inspector Date MARK N. ARAWO ROE 8561 EXP. 12/31/2022 DATE:
P^. 81294 Date.
SAN MARCOS FIRE DEPARTMENT NEER OF WORK CITY APPROVED CHANGES RECOMMENDED FOR APPROVAL ROVED FOR CONSTRUCTION BENCH MARK CITY OF SAN MARCOS City Drawing No.
I Description TITLE SHEET FOR:
Jason Nailon, Fire Marshal RAUJO, PE BRADLEY PARK PUMP TRACK IP22-00007 exp: 12/31/2022 Dote: 83/53/2020:
_ Datum: N/A
GENERAL NOTES LEGEND
ITEM QTY STD DWG SYMBOL
1. APPROVE , A RUTS EN IT ENNER DOES NOT AUTHORIZE ANY WORK TO BE PROPOSED HYDROSEED 105,600 SF M GEOMETRIC DATA BEG GEOMETRIC DATA PROPOSED 12" HDPE 105 LF
LENGTH LINE/CHORD DIRECTION LENGIH LINE/CHORD DIRECTION, PROPOSED EARTHEN SWALE 1,925 LF
174.13 392.00' 88.53' 260.47 S13'57'53"E
DAYLIGHT LINE 58.75' $66"1'03" W 21.00' 120.93'
16/.98 SL412 23 t
REGULATIONS, OR POLICIES. PROPOSED FIBER ROLL 192.00' 74.10' 23.55' N33'40'01"W 141.44 530600 t
4. IMPORTANT NOTICE: SECTON 4216 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION PROPOSED INLET PROTECTION 51.22 S180008 W 50.52' N19'11'34"W 100.00° 25.81' NUMBER ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT, TOLL FREE (800) 422-4133, TWO DAYS BEFORE YOU DIG. 128.81' S63 00 08 W 82.00' 82.00' 9.92' N4'43'07"W PROPOSED VELOCITY CHECK DAM 272.13 N71°59'52" W
36.62' N24'18'28"W 22.00' 24.17
8 EA 445.47' N23'22'57"E P GEOMETRIC DATA
41.07 N76'51'44"E 22.00° 29.71 R
LENGTH NECHORD DIRECTION
PROPOSED SIGN 7 EA
48.58' 5121'02'w
PRONG THE STURBAN SAN CONTRACTOR SHAL MAKE ARRANGEMENTS FOR A PRECONSTRUCION
8.46 S13'28'24"W 20.00' 4.30'
4 CA
8. CONTRACTOR SHALL ONLY PERFORM SITE SURVEY AND UTILITY MARK OUT SERVICES PRIOR 10 THE 48.36' S25'35'47"W
6 EA 11.85 S8'37'28"W 20.00 6.10'
ADV GEOMETRIC DATA
ACTURES CONTROL BOARD. 45.82' $820'52"E
LENGTH LINE/CHORD DIRECHION 20.61' S2110'24"W 20.00' 11.33' PROP DIRT LANENDER MUMP 7 EA
10. CONTRACTOR SHALL HAVE EMERGENCY MATERIAL AND EQUIPMENT AS DAMAGE TO UNDERGROUND WATER, SEWER, AND STORM DRAN FACILUTES SER 31.00 S42'22'39"E 48.03' S50'41'40"W SUCH
12.66 S35'07'30"E 50.00' 6.36° 23.05' S83'42'58"W 20.00' 13.00'
11. MANHOLES AND BULBOX COVER SHALL BE LABELED WITH NAME OF COMPANY. PROPOSED 2' ROLLER JUMP 2 EA 225.27' S24 4000 ₺ L26 31.51' N6315'45"W
12. AS-BUILT "SAN MARCO. TO THE RESIDENT ENGINEER PRIOR TO ACCEPTANCE OF THIS 18.72 531250 E 25.00° 9.83 C24 36.79' N10:33'28" W 20.00' 26.26' PROPOSED 3' ROLLER 2 LA 120.83 S18"1 4'28"W L27 76.07' N42'08'48"E
13. PROO-OUT AND REFRENCED BY A LAND SURIET ARE LOCATED IN THE CONSTRUCTION AREA SHALL 40.15' S64'14'40"W 25.00'
20.09 C25 23.50' N15'13'00"E 25.00' 12.70°
38 EA 117.15' N69'45'07"W L28 16.63 N11'42'49"W
ACED. AND A CORNER RE N27'49'52"W
SURVEYORS ACT, SECTION 8771 OF THE 36.59' 25.00° 22.45' C26 12.33 N2'25'15'E 25.00° 6.30°
COUNTY SURVEYOR AS REQUIRED BY THE PROFESSIONAL LAND
BUSINESS AND PROFESSIONS CODE OF THE STATE OF CALIFORNIA. 51.34' N14'05'23"E L29 66.22 N16'3319"E C10 13.66' N18°00'07"E 100.00' 6.84' 027 6/.59 581 02 49 C 23.50' 176.07 1 EA
PERM TUR 2O RADIUS HALF L10 60.60' N21'54'51"E
ABBREVIATIONS:
AMERICANS DISABILITES ACT PORTLAND CEMENT CONCRETE / POINT OF OLIVIA CHLORIDE / POINT OF VERTICAL PERROSED 10' RADIUS HALF BERM 1 EA INT GEOMETRIC DATA
LENGIN LINE/CHORD DIRECTION
L11 27.66 S3254'03'E
UGATED METAL PIPE RETAINING 10.58' S26'50'27"E 50.00' 5.31 L12 218.28' S20°46'51"E
PERM TER O" RADIUS QUARTER 0 LA
COMPOSED GRANITE STORM DRAIN C12 17.58' S0'38'16"E 25.00' 9.17°
SAN DIEGO REGIONAL STANDARD DRAWING
r, EASTING STRET UGHT L13 10.34 S19'30'18"W
END OF CURV 43./4 5090/45 25.00' 29.93'
L14 61.46 N60144/W
TRUST BLOCK 25.00' 17.08'
614 29.96 N25 54 47 W
WISHED GRADE TELEPHONE POLE / TOP OF PIPE ALIGNMENT ABBREVIATIONS:
L15 98.68 N82513 E
FISHED SURFACE
ICH-DENSITY POLYETHYLENE ADVANCED JUMP LING CENIERLING C15 11.28 N1'57'29"E 50.00' 5.66
BEGINNER JUMP LINE CENTERLINE
RIGATION CONIROL VALVE
INTERMEDATE JUMP LINE CENTERINE L16 58.82' N4'30'14"W
IVERT ELEVATION 6.26'
C16 12.51' N8'05'12"W 100.00
JUMP LINE MP TRACK CENTERL
L17 48.07° N11'40'10"W
CH EXISTING C17 24.67' N47º00'00"W 20.00' 14.18'
L18 5.64 N82'19'50"W
HANICALLY STABILZED EARTH
- ON UNIFORM TRAFFIC CONTROL DENCES
POINT OF CURVATURE
PROTECI IN PLACE
AS-BUILT INSPECIED AND RECOMMENDEL
FOR ACCEPTANC
Kimley» Horn an Asocates, no. 2022 (SIGNATURE) DATE STATE OF CALICOR Public Works Inspector Date
100 Ste Sut man mies onioni (PRINTED NAME) LICENSE NO.
SAN MARCOS FIRE DEPARTMENT CITY APPROVED CHANGES RECOMMENDED FOR APPROVAL APPROVED FOR CONSIRUCIION BENCH MARK CITY OF SAN MARCOS City Drawing No.
I Description ADD d By Date Description:
GENERAL NOTES FOR
By: Jason Nailon, Fire Marshal ВУ 4556 IP22-00007
SARAN, exp: 12/31/2022 BRADLEY PARK PUMP TRACK
R.C.E: 85614 Be 6/012022 Fleurd From: N/A Sheet 2 of 13 EROSION AND SEDIMENT CONTROL NOTES INTERNAT PER NOTE "
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CITY STORMWATER COMPLIANCE INSPECTOR AT 619-336-4380. NON-IRRIGATED HYDROSEED MIX « FL PER PLANS
MATREATED HORSED I SAL RECEIVE AN ANTENTH
L SWALE
8" SOXX™M OR APPROVED EQUAL - OF CATCH BASOVER TOP
PURE LIVE SEED LBS./AC
APPROVED EQUAL) CHECK DAM DETAIL
NOT IO SCALE
PROFILE - STORM DRAIN INLET
PERME BAC
TOTAl 30.0
- EARTHEN
BAS MP CATCH
10. ANY SLOPES WITH DISTURBEO SOLS OR DENUDED OF VEGETATON MUST BE STABILZED SO AS TO INHIBIT EROSION BY MIND AND PLAN VIEW - STORM DRAIN INLET
B CATCH BASSIN SOROTECTION
STAKE -
FIBER ROLL-
14. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WTH 0.5 TO 1 INCH CRUSHED ROCK.
SLOPE PER LONG SLOPE (SEE NO
° LONE NOSES EACH DAY FREEN TRAL AN ORE A DES AND SEDAN ARE OCEAN PIN ROPERLY SECTION -FIRER ROHI
17. TRAINED TO SEVENT CONTAMINATION SERMONCOVERED RECEPTACLE OR COVERED AND SLOPEVE TOE OF- - OR TOO SLO
FILTREX COMPOSIT
tho" PERSPECTIVE
SECURELY ATTACH-
20. COAL USE A DRA SAGE PANEROR A TO ANY LEARSPLAN DRAINAGE COURSES. CONTRACTOR NORMAL OPERATIONS
21. ME RECLAMED AND DISPOSED OF AOMOPRATLCTION ACTIVITES (LE. SAW CUTTING, CONGRETE/ASPHALT GRINDING, ETC.) SHALL 2 THE TOPS OF ALL SLOPES SHALL BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWING OVER THE CREST SI OPES.
23. ALL EXCESS CUT MUST BE TRANSPORTED OFFSITE TO AN APPROPRIATE DISPOSAL AREA.
NORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION 12' MIN T
24. AL
SYSTEM STRUCT ST
NED TO PREVENT PUSHER
EMPORARY FIBER ROLL / FILTREXX COMPOS
20 ACTOR A EONE PROP AN EURANCE TANE PLACE SE MANS ANS ARE AT AND SEAN BE MADE ILTER SOCK PERIMETER PROTECTIO NOT TO SCAlE
IDENTED AND DECOMMENE
Kimley» Horn and Associates Inc. ®202 (SIGNATURE) DATE
Duklin Worke Inanastor
o 102584 on no atonio 22101 LICENSE NO.
SAN MARCOS FIRE DEPARTMENT -R OF WORK Do. DREAT APRONO CHANGES RECOMMENDED FOR APPROVAL BENCH MARK CITY OF SAN MARCOS City Drawing No.
EROSION CONTROL CENERAL NOTES AND DETAILS FOR
ARAUJO, PE BRADLEY PARK PUMP TRACK IP22-00007
ote: 83/13/2020p:
LEGEND
PROPOSED EARTHEN, SWALE
DAYLGHT LINE
BRADLEY PARK
•LINE M- GRADE BREAK
22÷68.77.55.84
EC. 566 C
REÇEPTACIE O 73:57070. 33.78 RT 23+96.80. 600 RF CONSTRUCTION NOTES , 16.00 RT. FENCE O F$: 560.5/ 11117
28,cMP Д 111 св (1 22+41.61,6.00' 1 PROTECT IN PLACE.
FS: 562.2
OPULLBOX, ON SHEET MULTI-USE PATH LEVELING COARSE PER DETAIL B 22312 73454 "OBOLLAÁRO
GENERAL NOTES
O SEPAIE, KANATON OF BRENO CHOUND
LINE M
22+52.33, 15566.0 HANO MEOR RABUNG MAS MRART DOROM
*OT(E
22-53, pe Besd NOEAHEN
224460, 0953604
1336n 1501-
7+52.31, 1PS:56 2.8
11+75.72,
OREOHTÁ€
OFENCE
LINE M.
19:32852, 6:00, R
LINE I
TS.58045. 20.02 RT 13+58.39, 205.664.0
10B0 3.53, 20.26' RT
FS: 562.6
17,/6.54.
ZA CMPO
TO S PACIFIC STREET
GRAPHIC SCALE IN FEET
INSPECTOR AC PTAGMENOEO
Kimlay. Hom
Kimley»Horn Kn asSoiates Inc. 02022 DATE
(SIGNATURE)
FATE CIVIL
01 B Street. Suite 600, San Diego, California 9210 Public Works Inspector hone: 610 234 9411/ www.ki IODINTEA NAME
SAN MARCOS FIRE DEPARTMEN RECOMMENDED FOR APPROVAL BENCH MARK CITY OF SAN MARCOS City Drawing No.
App'd By Dote Description:
MASS GRADING PLANS FOR
Jason Nailon, Fire Marshal ÁRAUJO, PE BRADLEY PARK PUMP TRACK IP22-00007 exD:_ 12/31/2022 ste 6/13/2028 Record From:
6/18/09
1LINE P 12)LINE P- -LINE P 12) LEGEND
63+73.85, • 0.00 T-64418.01, F5:9' 2.6 FS.8.83, 0.98 LT- -LINE P 12- 64+65.80, , 0.07' LT
12) LINE 64+0210, 34NL1 BRADLEY PARK - LINE P
63+52.85,1 -LINE P 12) -LINE PO
tRASH -S: 562.4
ECEPTA 65543.7, 0.26 LT FS+8659. 000)
63+38.85, 63+87.85, FENCE O
SEE DETAIL A ON SHEET/ DAYLIGHT LINE
2t can On
- PUMP TRACK START AREA OPUL PROPOSED 12P HOPE. REEN TO DRANAGE AND EROS
PROPROL PLANS ON SPEER, TO DRAINAGE AND EROSION
#Ово
PROPOSED SIGN
CONSTRUCTION NOTES
• PROTECT IN PLACE.
® ON SHEET MULTI-USE PATH LEVELING COARSE PER DETAL B
CONSTRUCT STABILIZED SOIL LAUNCH PAD (DEPTH=1).
12L
G 15
62+21.84 SHEET UCT 20' RADIUS HALF BERM TURN PER DETAIL A ON ON SHEET T20 RADIUS QUARTER BERM TURN PER DETAIL B
CONSTRUCT 2' ROLLER PER DETAIL A ON SHEET 13.
LINE ADVO
CONSTRUCT 3' ROLLER PER DETAIL B ON SHEET 13.
1 CONSTRUCT 2' ROLFR JUMP PER DFTAIL C ON SHEET 13
SENDER JUMP RAMP/DIRT LANDING PER DETAIL
-LINE ADYO N SHEET 1
614/42 5 UNE BE
51+87.93; 568. BON SHEE SENDER JUMP RAMP DIRT LANDING PER DETAIL ORECALL CON SHEE 1, SENDER JUMP RAMP DIRT LANDING PER DETAIL 61+56.96.1 SURESH AND INSTALL SIGN AND POST PER DETAIL C ON 23 CONSTRUCT STABILIZED SOIL BIKE ACCESS PATH (DEPTH=1"). (1)
-OFENCE GENERAL NOTES
LINE INT 16
52450,94 41437.10; 0.90'
44+81.04.7. 86.3 2. JUMP TRAIL, JUMP PARK FEATURES, , PUMP TRACK
TOMP TRACK FEATURES AND SHOWN
ON THE PLANS ARE APPROXTMATE AND SUBJECT
44+48.13, • LINE INT 16 TO FIELD ADJUSTMENT
43.90 4358410 0,00'
- LINE INT(16
6-73:5456, 0.00 53364,200
2092, 0.00
DONE ADI
44831215 R
EARTH TEMO 43:54.65.
"LINE AD
3A51291 191 R INE INT 11
290 216.89
134718.33 ADV (11)
334-00 2.01' RT
NSPECTED AND RECOMMENDED
FOR ACCEPTANC
mine ar
(SIANA TIRE) DATE
401 B Stret, Sute 600, Son Diego, Coitonio 92101 Public Works Inspector PRINTED NAME LICENSE NO.
CAN MADRAS CIDE DEDARTMENT CITY APPROVED CHANGES RECOMMENDED FOR APPROVAL PPROVED FOR CON BENCH MARK CITY OF SAN MARCOS City Drawing No.
MPROVFMENT PANS FOR
BRADLEY PARK PUMP TRACK IP22-00007
Jason Nailon. Fire Marshal
_exp: 12/31/2022 65152072i
BRADLEY PARK LEGEND
OPOSED 12 HDPE. REFER TO DRAINAGE F
SION CONTROL PLANS ON SHEET
BEGIN ALIGNMENT P60809.89-7 - SEE DETAIL AION SHEET E
: 6,270,480.44
PC 055025 - 424417801111
46+60.88
DAYLIGH I LING
PROPOSED HDPE FLARED END SECTION AND RIP RAP,
PROPOSE PLANS ON REET T TO DRAINAGE AND EROSION
710400016,0 t
PROPOSED SIGN
19+72133,
(C26 - 1 0 60 1 1949000
19+35. GENERAL NOTES
5-56.7
IN ALIGNMEN FINI 40+00.
1020330,91
E, 6,270,542.87
LINE ADV
74.23 PC. 454
7V1750+27.96, 0.00
CINE İNT/
PS 8.2709
END ADV: 37*3483
1,567
INE ADV
S: 564.3
7F9: 30750534
PC 42+56.51
F$:564.6
F$:563.1
(C12)
13+42.11, 6:00 R
13602731. 000
GRAPHIC SCALE IN FEET
INSPECTED AND RECOMMENDFI
GOD ACCEDTANCE
Kimley» Horn Kimley-Homes Inc. 02022 (SIGNATURE)
DATE
401 B Street, Suite 600, San Diego, Colifornia 92101 Public Works Inspector
PRINTED NAME
SAN MARCOS FIRE DEPARTMEN CITY APPROVED CHANGES RECOMMENDED FOR APPROVAL BENCH MARK CITY OF SAN MARCOS City Drawina No.
App d By Date
PRECISE CRANING AND STAKING DIANS COR
Jason Nailon Fire Marcha BRADLEY PARK PUMP TRACK P22-00007 Sheet 6 of 13
LEGEND
21+65.10, 14.71' LT PROPOSED HYDROSEED
FL: 562.0 BRADLEY PARK
F2:559:30, 9.72 LT B PROPOSED 12" HDPE
PROPOSED EARTHEN SWALE
J 18249915. SAL 62-89.7, 9.57 RT®
DAYLIGHT LINE
ARD RIP RADE FLARED END SECTION
PROPOSED SIGN
PROPOSED FIBER ROLL
PROPOSED CATCH BASIN PROTECTION
PROPOSED VELOCITY CHECK DAM
CONSTRUCTION NOTES
HYDROSED MIX STA SHEET IRRIGATED HYDROSEED MIX PER
L: 560:73: (4) CONSTRUCT EARTHEN SWALE PER PLANS
• DETAIL ON SHEET & 12" HOPE PER DRAINAGE CROSSING
ED EQUAL
13 FURNISH AND INSTALL FIBER ROLL PER DETAIL C ON SHEET 3. (FF CATCH BASISTER B ON SHEETS AROUND THE PERIMETER
36+21 (,10.28"
DEAL ON SEAN EMAN ON GRADE FRANCES PETR
® 53+02 157.88. 11.25 RT
GENERAL NOTES
F1: 563.2 SHALL NOT BE PERMITTED.
®
0144+12101
FL: 562:90
LINE ADV—
STO S PACIFIC STREET
GRAPHIC SCALE IN FEET
INSPECTED AND RECOMMENDED
FOR ACCEPTANCE
Kimley» Horn AnnAscates Inc. 02022 Kimley-Horn
SIGNATURE DATA
1B Street Suite 600. San Diego, California 921 Public Works Inspector 20 24 411 / w (PRINTED NAME) LICENSE NO.
SAN MARCOS FIRE DEPARTMENT R OF WORI RECOMMENDED FOR APPROVAL BENCH MARK CITY OF SAN MARCOS City Drawing No.
DRAINAGE AND FROSION CONTROL PIANS FOR
Jason Nailon, Fire Marsha FRK ARAVO, PE BRADLEY PARK PUMP TRACK IP22-00007 _exD:_ 12/31/2022 2. 3312000
6/15/22 Sheet 7 of 13
22+69.31, 1°5.568.1 BRADLEY PARK -3560g, 6.00 T
23.58315, 16.82' RT
FLINE M
75:563.04, 22,77 RT
23-
LINE M - LINE M
22+64.40, 165:968.0 18, 6.00' RT
22488.5, 24.17 RT
—P=15 0'
LINE MY 8.89% - LINE M
29456 87 19
40. 11 05 RT
FS: 560.8
8.89%
0.34%
0.38% 235325 3602, 3.78 RT
- LINE M -99.34, 27.43' RT
62, 25.62 RT -R=5.0'
23-5502. 23:56910, 33.79' RT
6,62%
7/050% 85. 34.97 RT
-R=5.0' 73: 5704, 36.75 RT
LINE M- 1 1138
22+90.76. 43.78
FS: 568.1 15 220x - LINE M
3+77.06, 47.20' R
73:508.88, 33.17' RT
22+85.03, 469:56.1 1.02%
- LINE M
75.6813, 37.66' RT
-LINE M
1755% 23208, 45.37 RT
73: 56803, 45.72 RT
-LINE M - LINE M
73:56934, 39.55 RT 19.570.8, 50.12 RT
-LINE M
98 50 30' RT - LINE M
FS:567.9
23+16.86, 67.78' RT
FS: 570.0 30,28%
- LINE BEG
22+66.12, 95. 568.0 R=5.0 12.42, 0.00
LINE M
23417.93, 725.870.0
LLINE M
.35, 53.82' RT
23: 566.0 · 0555
LINE ADV
10-13 i8 500° 3851.23, 0.004
115-235262 15: 57.0, 50.63 RT
- STABILIZED SOIL BIKE PATH AS SHOWN ON PLANS
) BIKE TRACK STARTING PADS AND ACCESS DETAIL
SYSTEMS OR APROVED EQUANDE
MULTI-USE PATH -FI PER PLAN
- FII TER RI ANKET
FILTER BLANKET T 5' (TYP)
5' (TYP)
_ EVICT FARTHEN REPM
12" HDPE 0.5% MIN SLOPE
MAST FADING)
-I" CRUSHED ROCKS
ICE CRANIN
- IMPORT FILL RIP RAP PE
(MASS GRADING)
3" MAX (TYP)
IN AN OUR TO TEA TRIANG ORSE. 1. SITUATED ON AN EXISTING CLOSED LANDFIS
C DRAINAGE CROSSING DETAIL
B MULTI-USE PATH LEVELING DETAIL
SPECTED AND RECOMMENDE
OR ACCEPTANCE
Kimley» Horn Kimley Hornes Inc. 02022 (SIGNATURE) DATE
Public works inspector Date
(PRINTED NAME) LICENSE NO.
SAN MARCOS FIRE DEPARTMENT -ER OF WORK CITY APPROVED CHANGES RECOMMENDED FOR APPROVAI PROVED FOR CONSTRUCTION BENCH MARI CITY OF SAN MARCOS City Drawing No
Description App d By Date Description:
CONSTRUCTION DETAILS FOR:
lason Nailon. Fire Marshal RAUJO. PE Pan Associate Civil Engines BRADLEY PARK PUMP TRACK IP22-00007 R.C.E: 85614 Pete: 83315/202 p:
CONSTRUCTION NOTES
BRADLEY PARK
SHEET UCT MULTI-USE PATH LEVELING COARSE PER DETAIL B ON SONER DE ATE ED ONES SHE DEPTHE 1), PER CROSS
SHEET CT 10' RADIUS HALF BERM TURN PER DETAIL D ON SHEET 2986 35 9& z
LINE M-
3) CODIFIED MOTH PER PLANER PER DETAIL A ON SHEET 13
2265+22.41, 2.03 RI LINE F
FS: 42458, 4.65 LT O
22) 65+07.99,
@ 64493.99, 9.665.3
2365+77.35, 0S: 564.0
@260+03.37, PS: 564
B BIKE PATH CROSS SECTION
LINE INT
64.75 1.5%
A PUMP TRACK BLENDED RAMP DETAIL SWALE FL J
- FILL (MASS GRADING)
PUMP TRACK CROSS SECTION
PECTED AND RECOMMENE но леншо
Kimley» Horn Kand associates inc. 02022
(SIGNATURE) DATE
01 B Street, Suite 600, Son Diego, California 92101
Public Worke Insector Date
hone: 619.234.9411 / www.kimley-horn.co LICENSE NO
EER OF WORK CITY APPROVED CHANGES RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTIO RENCH MARK CITY OF SAN MARCOS City Drawing No. . Description™ App'd By Date Description:
TARK ARAUJO, PE CONSTRUCTION DETAILS FOR:
acon Nailed Firs Marchal IP22-00007
_ exp: 12/31/2022 230/2023 BRADLEY PARK PUMP TRACK
Record From: N/A
6/10/22 _Datum: N/A
6/15/2
EXIS JING GRADE/
GROUND MOUNT COMPACTED FILL
BRACKET
VARIES.
LANDSCAPE
GROUND SCREW
YPCAROUND
SCREW ANCHOR
DETAIL
4'-0"
VARIES
GRADE.
15-3 %"
AJUMP RAMP TYPICAL BRIDE SMART 20: RADIUS TOOL
GENERAL NOTES
S2 S3 S4
S1 TEMPIXTE S2 TEMPLATE S3 TEMPLE SA
S5 S6
TEMPLATE S1 TEMPLE SS TEMPIXE SG
18"X24
RIDE SMART FEATURES AND CONSTRUCTION TOOLS:
NOTES:
1. EACH TEMPLATEECT SPECIAL PROVISIONS FOR SIGN SPECIFICATIONS AND GRAPHICS FOR 2 TREATE RESEE FOR STRENGTH EE ATONS FEATURES TO THE SPECIATIONS
3. SION POSTS SHALL BE ENDED IN 4 24 12 ON RESE FOUNDS AT T.
5. HAN SON POST TOCHIN STAN BE NOVEN DE Z2 ORDER REAT DISTANI TON.
C SIGN DETAILS
RECOMMENDEN
INSPECTER ANCETANGE
Kimley» Horn and estates, 0. 02022 (SIGNATURE) DATE
Public Works inspector Date
(PRINTED NAME LICENSE NO.
SAN MARCOS FIRE DEPARTMENT NEER OF WORI RECOMMENDED FOR APPROVAL BENCH MARK CITY OF SAN MARCOS City Drawina No
or thin DescriptionTY APROVED CHANGES App'd By Date
Description: CONSTRUCTION DETAILS FOR:
By. Jason Nailon, Fire Marshal ARK ARAUJO, PE BRADLEY PARK PUMP TRACK IP22-00007 E.: 85 -exp: 12/31/2022 3-8/30/2023 Record From: N/A
_Datum: N/A heet 10 of 13
27'-0"
23'-6"
10'-6" 10'-6*
132°
STA, FLE PLAN
TOP VIF W
23'-6" FRONT VIEW
8'-9" 6'-0" 8'-9"
27'-0"
10'-6" 10'-6"
+ 6-0.
SIDE VI - 20'R
NO. RIDE SMART FEATURE JUMP LANDING USING Z0' RADIUS TOOL.
SIDE VIEW
NO. RIDE SMART FEATURE JUMP LANDING USING 20' RADIUS TOOL.
A 2 SENDER JUMP RAMP/DIRT LANDING DETAIL B3' SENDER JUMP RAMPIDIRT LANDING DETAIL 30'-0"
12'
GENERAL NOTES:
STA BE RAN
ERONT VIEW
RIDE SMART FEATURES AND CONSTRUCTION TOOLS:
30-01
11'_11" 2 PANDACTOR SAR & PESPONSIBLE FOR CONSTRUCTING THE SET ADIE FEATURES TO THE SPECIFICATIONS CALLED OUT IN THE PROVECT • RIDE SMART FEATURE JUMP LANDING USING 20' RADIUS TOOL. 4' SENDER JUMP RAMP/DIRT LANDING DETAIL
AS-BUILT DECTED AND RECOMMENT
Kimley» Horn Kna Associates, /n. 02022 (SIGNATURE) DATE Public Works inspector Date
10 3 512, 410 an ep omi 2201 (PRINTED NAME) LICENSE NO.
SAN: MARCOS FIRE DEPARTMENT EER OF WORK RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK No. DeCiPICTY APROVED CHANGES App'd By Date. CITY OF SAN MARCOS City Drawing No.
Description: CONSTRUCTION DETAILS FOR:
BY. Jason Nailon, Fire Marshal BRADLEY PARK PUMP TRACK IP22-00007 _exp:_12/31/2022
Date: 6/10/22 Dote: 6/13/2022 4/is/2= Record From: N/A _Datum: N/A 8'R 4'H
-8'R
FS
1. BERM WALL TOOL 2. FLAT TOOL FOR DECK
-12'-11"-
-32—11"
FRONT
32'-11"
SER PLANATION
• WIDE COMPACILI
TREAD CLEAR WIDTH
8'R 4'H
- SER PLEVATION
2'-7"
-26'-8" —12'-11"-
—12'-11" -32'-11'
SECTON
-65. 10'
- 20 R TOP
-RONT
32'-11"
B 20' RADIUS QUARTER BERM TURN DETAIL
- 20'-
RIDE SMART FEATURES AND CONSTRUCTION TOOLS:
•6 = 8' -17'—11""
—12 - 11"
-28'-8"'
-32'-11"- SECTION
-65'-10"-
TOP
- SER PLANATION NO. RIDE SMART FEATURE BERM, TURN WALL USE 8' RADIUS A 2O' RADIUS HALF BERM TURN DETAIL
-22-11.
O'_11" -10
22'-11" 4510"
FRONT -6'-11"-2'-
IR10'
4'LgL6-11"
12'_11".
-17-11"—
8'-8 15/16" -22'-11". SECTION
-45 - 10"
-SER PLANATION
SER PLANATO
PECTED AND RECOMMEN
RIDE SMART 8 RADIUS TOOL DETAIL D 10' RADIUS BERM TURN DETAIL R ACCEPTAN Kimley» Horn and Associates, In. 2022 N.T.S.
(SICNA TIRE DATE
Public Works Inspector Date
(PRINTED NAME) LICENSE NO.
SAN MARCOS FIRE DEPARTMENT NEER OF WORL CITY APPROVED CHANGES RECOMMENDED FOR APPROVAL APPROVED FOR CONSTRUCTION BENCH MARK CITY OF SAN MARCOS City Drawing No.
I Description App d By Date
By lunt CONSTRIICTION DETAILS FOR•
By: Jason Naion, Fire Marshal • ARAUJO, PE BRADLEY PARK PUMP TRACK IP22-00007 Date: -exp: 12/31/2022 te: 83353/26270
6/15/22
14'L 2'H 6-72"R 18'L 3'H 6'-6"R
- STA, ELEVATION PER PLAN
-STA, ELEVATION PER PLAN
2'H 14'L
• - / к 6'- 72"R 6'-74"R
T. 24
NO. RIDE SMART FEATURE ROLLER. USE 2' ROLLER TOOL. NO. RIDE SMART FEATURE ROLLER USE 3' ROLLER TOOL.
A 2'ROLLERS DETAIL ® 3ROLLER DETAIL C RIDE SMART 2' ROLLER TOOL DETAIL 18'R 2'H 21-4"1
21'-4"
3H 18'L
8'-2"
- STA, ELEVATION PER PLAN
• 6-6 k
6'-6"R-
2. 1'-1182"
FS
TOP VIFW FRONT VIEW
E RIDE SMART 3' ROLLER TOOL DETAIL
8'-2" 8'-2"
20'R- - 20'R RIDE SMART FEATURES AND CONSTRUCTION TOOLS:
2 CONTRAL AN FATE SPECIFICATIONS CALLED OUT IN THE PROJECT
SIDE VIEV
NO. SIDE SMART FEATURE ROLLER JUMP. USE 20' RADIUS TOOL. 2' ROLLER JUMP DETAIL
AS-BUILT
INSPECTED AND RECOMMENDED
FOR ACCEPIANCE
Kimley» Horn Ku Assolates, no. 02022 (SIGNATURE)
DATE
(PRINTED NAME) LICENSE NO. Public Works Inspector
SAN MARCOS FIRE DEPARTMENT EER OF WORK CITY APPROVED CHANGES RECOMMENDED FOR APPROVAL CONSTRUCTION BENCH MARK CITY OF SAN MARCOS Citv Drawing No.
App'd By Date
CONCTRIICTION DETAI C FOR
By: Jason Nailon, Fire Marshal IP22-00007
RK ARAUJO, PE Location BRADLEY PARK PUMP TRACK
_exp: 12/31/2022
6/10/22 Dote: 813/2022 /15712 Revord From: N/A Sheet 13 of 13