Agenda — Hemet City Council, April 9, 2024 (part 2 of 4)

16.C.

Page 192 of 468 ends

NOTE:

TRENCHES ADJACENT AND PARALLEL TO

BUILDING FOUNDATIONS SHALL NOT BE
BELOW A 1:1 PLANE PROJECTED

DOWNWARD FROM THE BOTTOM EDGE OF

THE ADJACENT FOOTING AND NOT CLOSER
THAN 18" FROM THE FACE OF FOOTING. IF

THIS CONDITION OCCURS THE ADJACENT

FOOTING SHOULD BE DEEPENED OR THE

UTILITY CONSTRUCTED AND THE TRENCH

BACKFILLED AND COMPACTED PER

RECOMMENDATIONS IN THE SOILS REPORT
PRIOR TO FOOTING CONSTRUCTION.

NOTE:
· SEWER AND WATER MIN. HORIZONTAL
SEPARATION IS 10 FEET.
· WATER MINIMUM COVER DEPTH = 36"
· SEWER MINIMUM COVER DEPTH = 36"
- SEE PLAN
· PLACE MARKING TAPE ON ALL BURIED
PIPING OUTSIDE BUILDING FOOTPRINT.

BACKFILL
6" TO 8"
6"
MIN.

PIPE
O.D.
12"
MIN.

TRENCH WIDTH

AS REQUIRED FOR PIPE
P.C.C. OR A.C./A.B.

OR TOP SOIL

UNDISTURBED SOIL

GRANULAR MATERIAL
(S.E.=30 MIN.)
- PLACEMENT PER

SOILS REPORT

BACKFILL - COMPACT
TO 90% RELATIVE

DENSITY - VERIFY

W/SOILS ENGINEER
- SHALL BE PER SECTION
306-1.3 OF SSPWC

FINISHED SURFACE
STORM DRAIN CLEANOUT3
FLOW
2"

FINISH GRADE
- HARDSCAPE/AC/PCC

BODY AND COVER PER
BROOKS PRODUCTS NO. 3-RT

OR EQUAL
6" TYP.
6" TYP.
2"
MIN.

ROUND CONCRETE

COLLAR - CAN OMIT

COLLAR IF ADJACENT

PAVEMENT IS AT LEAST
4" THICK

PAVED AREA PLANTING AREA
6" TYP.

FLUSH

SQUARE CONCRETE
COLLAR

CAP WITH SCREW TOP
PVC 45° WYE
- USE 45° HUB x HUB ELBOW

FOR END OF LINE CONDITIONS
- NDS OR EQUAL
- SIZE PER PLAN

STORM DRAIN SIZE &

TYPE PER PLAN
4" - 45° HUB x HUB ELBOW
- NDS OR EQUAL
4" PVC PIPE (SCH 40)
- NDS OR EQUAL
NOTE:
· USE 4,500 p.s.i., TYPE II/V CONCRETE IN TRAFFIC AREAS · USE 3,250 p.s.i., TYPE II/V CONCRETE IN LANDSCAPE AREAS · BACKFILL TO TOP OF 45° BEND WITH SAME MATERIAL AS PIPE BACKFILL

UNDISTURBED SOIL
UTILITY BEDDING2
PREPARED BY:

CIVIL

ENGINEERING

CONSULTING
999 CORPORATE DR., SUITE 100
LADERA RANCH, CA 92694
p: 949.463.8822
e: [email protected]
THOMAS E. CARCELLI, R.C.E. #81640
1/23/24
NGS BM PID: DX5347
ELEVATION: 1576.34' DATUM: NAVD 88
DESCRIPTION: SURVEY DISK STAMPED
"MWD BM DVR 34 1992", SET IN CB @ SE

COR ACACIA AVE & PALM AVE

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARKPER PLAN
11/30/2022

CITY ENGINEER
40 01/20241 TEC AS-BUILTS

AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor. civTEC cannot guarantee the accuracy or precision of
as-built drawings as represented herein.
5"
1818 -
18" OPENING
USE 1212 FOR 4" TO 6" PIPE
USE 1818 FOR 8" TO 12" PIPE5"

ELEVATION
1212 -
12" OPENING

PLAN (FLAT TYPE)
4" 4"

CATCH BASIN & GRATE

PRE-CAST CONCRETE CATCH

BASIN WITH FRAME
- BROOKS PRODUCTS 1212
CB OR 1818 CB OR EQUAL

CAST IRON GRATE
- BROOKS PRODUCTS 1212 OR
1818 OR EQUAL
- 1/2" MAX. SLOT
- GALVANIZED FINISH
- USE BLACK NDS DOMED

GRATES IN PLANTING AREAS

OR EQUAL

STORM DRAIN PIPE
- SIZE & TYPE PER PLAN
NOTE:
· USE DOMED GRATE IN FLAT AREAS.
· GRATES LOCATED IN ACCESSIBLE AREAS

ARE TO HAVE ADA COMPLIANT
OPENINGS.
· USE 3,250 p.s.i., TYPE V CONCRETE
PVC 45° WYE
- USE 45° HUB x HUB ELBOW

FOR END OF LINE CONDITIONS
- NDS OR EQUAL
- SIZE PER PLAN
FLOW

INVERT ELEVATION

PER PLAN

STORM DRAIN SIZE &

TYPE PER PLAN
5" 18" OPENING
USE 1212 FOR 4" TO 6" PIPE
USE 1818 FOR 8" TO 12" PIPE 5"
12" OPENING 4"4"

TOP OF GRATE
(TG) PER PLAN
- USE DOMED

GRATES IN

PLANTING
AREAS
6"
2"
MIN. DEPTH =
18" FOR UP TO 6" PIPE
20" FOR UP TO 8" PIPE
24" FOR UP TO 12" PIPE

POURED IN PLACE
P.C.C. BASE

WITH SLOPE TO DRAIN

SLOPE PER PLAN
1 SCALE:

N.T.S.

SCALE:

N.T.S.

SCALE:

N.T.S.

DETAIL SHEET C-0.02
3 SCALE:

N.T.S.

SCALE:

N.T.S.

SCALE:

N.T.S.FULL DEPTH DEEP-LIFT A.C. PAVING

SAWCUT AT
18-INCH MIN.

WIDTH

OR PER PLAN
EXISTING A.C. PAVING
SAWCUT
EXISTING A.C.EXIST. A.B.

FULL DEPTH

AC PAVEMENT
(C2-PG 64-10)
12" MIN. DEPTH

PROPOSED

CURB OR CURB
& GUTTER

SLOPE TO
DRAIN
4 6'
5-1
2"
7"
9"
LEGEND:
#5 REBAR WITH 2'-0" EMBEDDED INTO
ASPHALT.
#3 REBAR
TOP OF ASPHALT.

NATURAL GRAY PRECAST CONCRETE
WHEELSTOP.

EPOXY WHEELSTOP TO PAVING
NOTES:
24"
PLAN
WHEEL STOP6
1 2
3 4
A
A
3 1
2 4
A
3 2
1 4
41 ACCESSIBLE (VAN) PARKING STALL

INSTALL ACCESSIBLE

PARKING STALL SIGNS

PER LANDSCAPE

ARCHITECT DRAWINGS

CURB RAMP PER PLAN

WHEEL STOP PER DETAIL

THIS SHEET
6" C.F.
3' O.C.

TYP.

PAINT "NO PARKING" IN
WHITE LETTERS 12" HIGH
PER CBC SEC. 11B-502.3.3

SIDEWALK

PAINT INTERNATIONAL

SYMBOL OF ACCESSIBILITY
MIN. 36"x36" PER CBC
SEC. 11B-502.6.4.1 AND
11B-703.7.2.1
NO

PARKING
VAN
12' MIN.
- SEE PLAN
5' MIN.
- SEE PLAN
9' MIN.
- SEE PLAN
18' MIN.
- SEE PLAN
0" C.F.
5 2'
PAINT 4" WIDE

BLUE STRIPE
PAINT 4"

WHITE STRIPE
(TYP.)

SEE PLAN

Page 11 of 49 ends

16.C.

Page 193 of 468 ends

PREPARED BY:

CIVIL

ENGINEERING

COR ACACIA AVE & PALM AVE

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARKPER PLAN
11/30/2022

CITY ENGINEER
40 01/20241 TEC AS-BUILTS

AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor. civTEC cannot guarantee the accuracy or precision of
as-built drawings as represented herein.

PRETREATMENT DEVICE AND DRYWELL1
SEE SHEET C-0.04 FOR SHEET 3 OF 3 AND PLAN VIEW LAYOUT DETAIL SCALE:

N.T.S.

DETAIL SHEET C-0.03
4

Page 12 of 49 ends

16.C.

Page 194 of 468 ends

PREPARED BY:

CIVIL

ENGINEERING

COR ACACIA AVE & PALM AVE

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARKPER PLAN
11/30/2022

CITY ENGINEER
40 01/20241 TEC AS-BUILTS

AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor. civTEC cannot guarantee the accuracy or precision of
as-built drawings as represented herein.

PRETREATMENT DEVICE AND DRYWELL1
SCALE:

N.T.S.

DETAIL SHEET C-0.04
5

Page 13 of 49 ends

16.C.

Page 195 of 468 ends

DEVONSHIRE AVE

KIRBY ST
30'
30' 30'
IRR
IRR
IRR
0 10 20 40
SCALE: 1" = 20'
S
W
E
PREPARED BY:

CIVIL

ENGINEERING

COR ACACIA AVE & PALM AVE

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARKPER PLAN
11/30/2022

CITY ENGINEER
40 01/20241 TEC AS-BUILTS

AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor. civTEC cannot guarantee the accuracy or precision of
as-built drawings as represented herein.

EXISTING CONDITIONS/DEMOLITION PLAN
6 C-1.00

REMOVE EXISTING LANDSCAPE/IRRIGATION AND CAP AT LIMITS OF GRADING AND DISPOSE - VERIFY EXTENT AND RECONNECTION WITH IRRIG. PLANS - CONTRACTOR TO COORDINATE

WITH CITY LANDSCAPE MAINTENANCE

DEMOLITION NOTES
A
SAWCUT AND REMOVE EXISTING CURB AND 18-INCHES OF PAVEMENT (COMPLETE) AND

DISPOSE
B

LIMITS OF

GRADING

LIMITS OF

GRADING

LIMITS OF

GRADING

LIMITS OF

GRADING

LIMITS OF

GRADING
A
A
A
A
A
B
LEGEND

LIMITS OF DEMOLITION

REMOVAL OF EXISTING CURB & PAVEMENT
6-FOOT TALL CONSTRUCTION FENCE - LOCATION MAY

BE REVISED WITH CITY APPROVAL
NOTE TO CONTRACTOR:
· LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE EXISTING TOPOGRAPHIC SURVEY PERFORMED BY civTEC, INC., DATED FEBRUARY, 2021, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS.
· CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH)

WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID.
· CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE
EXISTING UTILITY LINES.
· CONTRACTOR TO VERIFY AND INFORM THE CITY OF ANY FACILITIES

ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL.
·

THE CITY MAY IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN.

NOTE TO CONTRACTOR:

EXACT LOCATION OF EXISTING UNDERGROUND STORM DRAIN LINES ON-SITE ARE UNKNOWN. CONTRACTOR SHALL:
· VERIFY LOCATION, SIZE, ELEVATIONS OF EXISTING STORM DRAIN AND VERIFY DESIGN AS A FIRST ITEM OF WORK. NOTIFY ENGINEER IMMEDIATELY OF ANY REQUIRED CHANGE IN DESIGN.
· CAP EXISTING STORM DRAIN AT DEMOLITION LIMITS - NOTIFY ENGINEER

OF ALL LOCATIONS, SIZES AND INVERT ELEVATIONS AT COMPLETION OF DEMOLITION.
· IF INLET PIPES ARE FOUND CONNECTING TO EXISTING GRATES THAT ARE

REMOVED DURING THE CONSTRUCTION OF THIS PROJECT (OR PIPES ARE

DAMAGED OR REMOVED DURING CONSTRUCTION) THAT RUN OUTSIDE

OF DEMOLITION LIMITS, NOTIFY ENGINEER IMMEDIATELY OF THE LOCATION AND SIZE TO INSURE CONTINUITY OF DRAINAGE UPSTREAM.

DEMOLITION GENERAL NOTES

1. CONTRACTOR SHALL CONDUCT A SURVEY OF EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE AND VERIFY THE EXTENT OF DEMOLITION REQUIRED.

2. CONTRACTOR SHALL RECORD EXISTING CONDITIONS BY USE OF PRE-CONSTRUCTION PHOTOGRAPHS, PRE-CONSTRUCTION VIDEOTAPES, AND DRAWINGS AS APPROPRIATE.

3. A SURVEY SHALL BE PERFORMED AS WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM DEMOLITION ACTIVITIES.

4. CONTRACTOR SHALL KEEP INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED.

5. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AS THE FIRST ITEM OF WORK AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN.

6. WHEN UNANTICIPATED ELECTRICAL, STRUCTURAL, OR OTHER ELEMENTS INCLUDING STORM DRAIN, WATER AND SEWER LINES

THAT CONFLICT WITH INTENDED DESIGN ARE ENCOUNTERED, CONTRACTOR SHALL INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT AND CONTRACTOR SHALL PROMPTLY SUBMIT A WRITTEN REPORT TO THE CITY.

7. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED AND:
· SHALL ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. · IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE PROCEEDING WITH

DEMOLITION CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING AND SITE. · SHALL CUT OFF PIPE OR CONDUIT IN WALLS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. WHERE ENTIRE WALL IS TO BE REMOVED, EXISTING SERVICES/SYSTEMS MAY BE REMOVED WITH REMOVAL OF THE WALL. CONTRACTOR SHALL CUT OFF PIPE OR CONDUIT SO IT WILL NOT BE VISIBLE IN FINISHED CONSTRUCTION.

9. CONTRACTOR SHALL PROTECT EXISTING SERVICES/SYSTEMS INDICATED AGAINST DAMAGE DURING DEMOLITION OPERATIONS.

10. INACTIVE OR ABANDONED UTILITIES SHALL BE DISCONNECTED, REMOVED, AND PLUGGED OR CAPPED SUBJECT TO THE LOCAL GOVERNING AGENCIES.

11. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT THE EXPENSE OF THE CONTRACTOR. KEEP ANY REQUIRED UTILITY IN

OPERATING CONDITION DURING THE ENTIRE PERIOD OF WORK, INCLUDING EXISTING IRRIGATION SYSTEMS FOR LANDSCAPE MAINTENANCE.

12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT KNOWN OBSTRUCTIONS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. ASSUME RESPONSIBILITY FOR ALL NECESSARY REVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

13. CONTRACTOR SHALL CONDUCT DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

14. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN AND:
· SHALL PROVIDE TEMPORARY WEATHER PROTECTION, DURING THE INTERVAL BETWEEN DEMOLITION OF EXISTING

CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS.
· SHALL PROTECT WORK THAT IS TO REMAIN OR THAT IS EXPOSED DURING DEMOLITION OPERATIONS. · SHALL COVER AND PROTECT EQUIPMENT THAT HAS NOT BEEN REMOVED.

15. CONTRACTOR SHALL PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE

STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES THAT REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.

CONTRACTOR SHALL STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF DEMOLITION.

16. DEMOLITION AND REMOVAL WORK SHALL BE CAREFULLY PERFORMED TO AVOID DAMAGE TO EXISTING TREES NOTED ON THE PLANS TO REMAIN.

17. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITIONS OF THE UNIFORM BUILDING CODE, THE

AMERICANS WITH DISABILITIES ACT, AND ALL OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS.

18. CONTRACTOR SHALL USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN THE LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS:
· SHALL NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USING CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS

OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. · SHALL CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES.
· SHALL NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES,

SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING OPERATIONS. MAINTAIN FIRE WATCH AND PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING OPERATIONS.
· SHALL MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. · SHALL REMOVE DECAYED, TERMITE-INFESTED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS OR UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE.
· SHALL LOCATE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON STRUCTURES TO REMAIN.

19. CLEAR THE SITE OF GRASS, WEED GROWTH, RUBBISH, DEBRIS, PAVEMENT, CONCRETE, INACTIVE OR ABANDONED FACILITIES (VERIFIED BY THE AGENCY), THAT ARE TO BE REMOVED FOR CONSTRUCTION OF THE SITE IMPROVEMENTS TO THE LIMITS AND DEPTHS SHOWN ON THE PLANS.

20. ABANDONED UNDERGROUND FACILITIES (VERIFIED BY THE AGENCY), ROOTS THREE INCHES IN DIAMETER AND LARGER, AND ROCKS AND BROKEN MASONRY LARGER THAN 4 INCHES IN ANY DIMENSION SHALL BE REMOVED TO A MINIMUM DEPTH OF 12" BELOW FINISH GRADE.

21. ALL DELETERIOUS MATERIALS WITHIN THE LIMITS OF THE WORK SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR, WHO SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL RELATED COSTS.

22. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM AT THE CONTRACTOR'S EXPENSE IN AN EPA-APPROVED LANDFILL AND:
· SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. · SHALL REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

23. CONTRACTOR SHALL NOT BURN DEMOLISHED MATERIALS.

24. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY

DEMOLITION OPERATIONS AND RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITION OPERATIONS BEGAN.

REMOVE TREE AND ROOT BALL (COMPLETE) AND DISPOSEC
TREE C
TREE C
TREE C
TREE C

Page 14 of 49 ends

16.C.

Page 196 of 468 ends

DEVONSHIRE AVE

KIRBY ST
30'
30' 30'
IRR
IRR
IRR
0 10 20 40
SCALE: 1" = 20'
S
W
E
PREPARED BY:

CIVIL

ENGINEERING

COR ACACIA AVE & PALM AVE

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARKPER PLAN
11/30/2022

CITY ENGINEER
40 01/20241 TEC AS-BUILTS

AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor. civTEC cannot guarantee the accuracy or precision of
as-built drawings as represented herein.

CONSTRUCTION NOTES

PRECISE GRADING PLAN
7 C-1.01
* NOTE TO CONTRACTOR:

CONTRACTOR TO VERIFY ELEVATION PRIOR TO

CONSTRUCTION AND NOTIFY CIVIL ENGINEER
IMMEDIATELY OF ANY DISCREPANCY.

NOTE TO CONTRACTOR:

LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF
WORK AND PROTECT THEM IN PLACE AS REQUIRED.

NOTE TO CONTRACTOR:

PRIOR TO CONSTRUCTION AROUND TREES, COORDINATE

EXTENT OF GRADING WITH LANDSCAPE ARCHITECT AND
ARBORIST.

4.9%

LIMITS OF

GRADING

LIMITS OF

GRADING

LIMITS OF

GRADING

LIMITS OF

GRADING

LIMITS OF

GRADING

PRETREATMENT

AND DRYWELL
1%

1.8%

1.7%1.8%

1.8% 3% 3%

1.8%

0.7%
JOIN
(40.51) FS
(40.32) TC

39.95 FS

40.43 FS

40.76 FS

40.4 TG

38.5 INV

40.61 FS
JOIN
(40.39) TC
(39.89) FS

41.50 FS

41.64 FS
MATCH
[42.00] FS
MATCH
[42.00] FS
MATCH
[45.00] FS

44.87 FS

44.70 FS41.82 FS

41.0 TG

39.4 INV

44.2 TG

41.0 INV

44.8 TG

41.5 INV

44.0 TG

41.0 INV

41.19 FS

41.52 FS

43.02 FS
MATCH
[43.50] FS
(40.86) TC
(40.66) TC 40.77 FS
(40.49) TC

40.60 FS

47.8 TG

43.0 INV
3 RISERS
@ 6" EA.

MATCH EXIST.

NOTE TO CONTRACTOR:

ELEVATIONS SHOWIN IN BRACKETS "[XX.XX]" AREA BASED ON INFORMTIAOPN PROVIDED BY SKATE PARK DESIGNER (NEW LINE SKATEPARKS, INC.).

CONTRACTOR SHALL NOTIFY CIVIL ENGINEER PRIOR TO CONSTRUCTION OF ANY DISCREPANCIES BETWEEN THIS PLAN AND THE SKATE PARK PLANS.

44.60 FS

2.8%

44.70 FS
2 2
2 2
2 30

41.5 TG

39.3 INV 30
[45.00] FS
31 4" 32

44.65 TG

42.0 INV 31
[48.00] FS
31 [44.80] FS
4" 32
4" 32

41.5 TG

39.5 INV30

41.64 FS
4" 32

41.7 TG

38.9 INV 31

44.25 TG

40.0 INV
30 4"32

41.7 TG

38.3 INV 6"31
1 1
30 4"32
4" 32
[45.00] FS
[46.00] FS
EXIST. CURB1
EXIST. CURB1
EXIST. CURB1

40.96 FS

40.82 FS
37 31.10 INV
12" IN/OUT C.O.

31.20 INV 12" 36
12"35
4"32
8" 34
[46.00] FS
[45.90] FS [45.90] FS
[44.85] FS

43.25 TG

41.0 INV
31 6" 33

41.80 TG

39.5 INV 31

44.90 TG

39.2 INV31

40.35 TG

38.0 INV 31

40.35 TG

37.7 INV 6" 31
6" 33
4" 32
4" 32
4" 32
6" 33

40.35 TG

32.3 INV 8"
31 38.90 TG

36.0 INV 31
30 4" 32
4" 32
4" 32
[44.80] FS [44.80] FS
[44.75] FS
[44.80] FS
[44.70] FS

35.00 TG

33.4 INV 31

44.75 TG

40.2 INV 6"
31 6" 33
4" 32

45.75 TG

43.0 INV
30 3
3 3
3 3
HP

44.6 FG
30 2

1.8%

40.92 FS
[44.75] FS
TYP.

44.6 FL

45.1 FL

31.10 INV
12" IN 12" 35

GENERAL CONSTRUCTION NOTES
1 3
2 30
31 32

PROTECT IN PLACE
CONSTRUCT 4" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 2, SHEET C-0.02 CONSTRUCT CATCH BASIN & GRATE PER DETAIL 1, SHEET C-0.02

CONSTRUCT CONCRETE WALK PER NEW LINE SKATE PARK'S PLANS CONSTRUCT P.C.C. PAVEMENT PER NEW LINE SKATE PARK'S PLANS 33 34
35 36
37 CONSTRUCT 6" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 2, SHEET C-0.02

CONSTRUCT DECK DRAIN PER NEW LINE SKATE PARK'S PLANS
CONSTRUCT 8" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 2, SHEET C-0.02 CONSTRUCT 12" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 2, SHEET C-0.02 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 3, SHEET C-0.02

STORM DRAIN CONSTRUCTION NOTES
CONSTRUCT PRETREATMENT DEVICE AND DRYWELL PER DETAIL 1, SHEETS C-0.03 AND C-0.04 4 CONSTRUCT SYNTHETIC TURF SURFACE PER LANDSCAPE ARCHITECT'S PLANS MILL EXIST. PAVEMENT TO A DEPTH OF 2-INCHES MIN., CLEAN EXISTING MILLED PAVEMENT

AND REPAIR CRACKS AS NEEDED, AND CONSTRUCT ASPHALT OVERLAY PER SPPWC SECTIONS 203, 302 AND 404, TYPE III C3
5 CONSTRUCT FULL DEPTH A.C. PAVEMENT PER DETAIL 4, SHEET C-0.02 6 CONSTRUCT CURB RAMP PER SPPPWC STD. PLAN 111-5, CASE 1, TYPE I 7 45.3 FL

45.5 FS

FUTURE LIGHT
POLE

FUTURE LIGHT
POLE
FUTURE
LIGHT
POLE

44.3 FS

44.7 FS

44.5 FS

44.4 FL

44.1 FS

44.4 FS

44.3 FL

44.7 FS
4 4
4 4
4 4
4 4
MAX.

JOIN
(40.35) TC

39.95 FS
JOIN
(39.92) FS
JOIN
(39.90) FS
0" CF

39.95 FS

40.49 FS
5 6
7 MATCH EXIST.

MATCH EXIST.

44.80 TG

40.0 INV
31 47.5 FG

47.5 FG

44.5 FG

45.5 FG

43.10 FS
2%

3.3%
2%3.2%

41.44 FS

Page 15 of 49 ends

16.C.

Page 197 of 468 ends

DEVONSHIRE AVE

KIRBY ST
30'
30' 30'
IRR
IRR
IRR
6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
8T
8T
6T 6T 5T
7T
7T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T
BB
5T
PREPARED BY:

CIVIL

ENGINEERING

COR ACACIA AVE & PALM AVE

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARKPER PLAN
11/30/2022

CITY ENGINEER
40 01/20241 TEC AS-BUILTS

AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor. civTEC cannot guarantee the accuracy or precision of
as-built drawings as represented herein.
90 INSTALL GRAVEL BAGS (SE-8)
EROSION CONSTRUCTION NOTES:
91 LEGEND
GRAVEL BAGS (SE-8)
92 STRAW BALE BARRIERS (SE-9)
INSTALL STABILIZED CONSTRUCTION ENTRANCE (TC-1)
FILTER FABRIC OVER C.B. (SE-10)
INSTALL FILTER FABRIC OVER CATCH BASIN (SE-10)
93 CONSTRUCT STRAW BALE BARRIERS (SE-9)

MATERIAL DELIVERY AND STORAGE AREA
BMPS TO BE IMPLEMENTED: WM-1, WM-2,
WM-4 (LOCATION MAY BE MODIFIED BY

CONTRACTOR WITH CITY'S APPROVAL)

VEHICLE CLEANING, FUELING AND

MAINTENANCE AREA BMPS TO BE
IMPLEMENTED: WM-4, NS-8, NS-9, NS-10
(LOCATION MAY BE MODIFIED BY

CONTRACTOR WITH CITY'S APPROVAL)

WASTE COLLECTION AREA BMPS TO BE
IMPLEMENTED: WM-5, WM-6, WM-9
(LOCATION MAY BE MODIFIED BY

CONTRACTOR WITH CITY'S APPROVAL)

CONCRETE TRUCK WASHOUT AREA
BMPS TO BE IMPLEMENTED: WM-8
(LOCATION MAY BE MODIFIED BY

CONTRACTOR WITH CITY'S APPROVAL)
92 STABILIZED CONSTRUCTION

ENTRANCE (LOCATION

MAY BE MODIFIED BY

CONTRACTOR WITH CITY'S

APPROVAL)

CONSTRUCTION FENCE (W/WINDSCREEN)
94 INSTALL CHAIN LINK CONSTRUCTION FENCE (WITH WINDSCREEN) -

EXACT LOCATION TO BE APPROVED BY THE CITY
EMERGENCY CONTACT:

IN CASE OF EMERGENCY, CALL:
______________________ (RESPONSIBLE PERSON)
______________________ (FIRM NAME)
______________________ (24 HOUR TELEPHONE)

TO BE FILLED
IN BY

CONTRACTOR
0 10 20 40
SCALE: 1" = 20'
S
W
E

EROSION CONTROL PLAN
8 C-3.01

LIMITS OF

GRADING

LIMITS OF

GRADING

LIMITS OF

GRADING
90 TYP.
90 TYP.
90 TYP.
91 TYP.
91 TYP.
91 TYP.
91 TYP.
91 TYP.
91 TYP.
93 TYP.
93 TYP.
93 TYP.
93 TYP.
93 TYP.
93 TYP.
94 94
94 9494

Page 16 of 49 ends

16.C.

Page 198 of 468 ends

SECTION A-A
A
12"
3" MIN. OPENING

BETWEEN BAGS

AT TOP ROW
A

CONSTRUCTION
NS-7 POTABLE WATER/IRRIGATION *
STORMWATER MITIGATION MEASURES (BMPs)
WE-1 WIND EROSION CONTROL
TC-1 STABILIZED CONSTRUCTION ENTRANCE *
WM-2 MATERIAL USE *
NS-2 DEWATERING OPERATIONS *
NS-3 PAVING OPERATIONS *
WM-1 MATERIAL DELIVERY AND STORAGE *
WM-4 SPILL PREVENTION AND CONTROL *
WM-5 SOLID WASTE MANAGEMENT *
SE-4 CHECK DAMS
SE-9 STRAW BALE BARRIERS
SE-10 STORM DRAIN INLET PROTECTION
NS-1 WATER CONSERVATION PRACTICES *
WM-6 HAZARDOUS WASTE MANAGEMENT *
WM-7 CONTAMINATED SOIL MANAGEMENT *
WM-8 CONCRETE WASTE MANAGEMENT *
NS-8 VEHICLE AND EQUIPMENT CLEANING *
NS-9 VEHICLE AND EQUIPMENT FUELING *
NS-10 VEHICLE AND EQUIPMENT MAINTENANCE *
WM-3 STOCKPILE MANAGEMENT *

THE FOLLOWING BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK. CALIFORNIA STORMWATER QUALITY TASK FORCE. SACRAMENTO. CALIFORNIA 2019, OR THE LATEST REVISED EDITION, APPLY DURING THE CONSTRUCTION OF THIS PROJECT. (ADDITIONAL

MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY CITY INSPECTORS) SE-1 SILT FENCE
* LOCATIONS TO BE DETERMINED BY CONTRACTOR AND APPROVED BY CITY INSPECTOR NOTE:

SE-7 STREET SWEEPING AND VACUUMING
EC-1 SCHEDULING
GRAVEL BAGS:

1. GENERAL: GRAVELBAG SHALL INCLUDE PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT TO FABRICATE AND INSTALL GRAVELBAGS AS REQUIRED TO FACILITATE THE CONTROL OF EROSION.

2. LOCATION: GRAVELBAGS SHALL BE PLACED PER PLAN, AND IN LOCATIONS SPECIFIED BY THE CITY, AND IN LOCATIONS DEEMED NECESSARY BY THE CONTRACTOR.

3. FABRICATION: GRAVELBAGS SHALL BE FABRICATED USING FACTORY SEWN OR SEALED BAGS OF

WOVEN POLYPROPYLENE, TREATED TO RESIST DEGRADATION BY ULTRAVIOLET LIGHT AND HAVING

SUFFICIENT RESISTANCE TO TEARING TO ALLOW RELOCATION OF BAGS WITHIN SIX MONTHS OF INITIAL PLACEMENT WITH A LOSS OF NOT MORE THAN FIVE PERCENT OF THE BAGS.

THE BAGS SHALL BE FILLED WITH SUBROUNDED TO ROUNDED GRAVEL LESS THAN 3/4-INCH IN DIAMETER, WITH LESS THAN FIVE PERCENT OF MATERIAL PASSING A NO. 30 SIEVE. THE FILLED BAGS SHALL HAVE THE OPEN ENDS SECURELY FASTENED PRIOR TO DELIVERY TO THE SITE.

4. INSTALLATION: GRAVELBAGS SHALL BE INSTALLED IN A SIDE BY SIDE MANNER TO ENTRAP SILT AND MUD, AND TO DIVERT THE FLOW OF WATER. NOTWITHSTANDING THE OTHER REQUIREMENTS OF THIS

SPECIFICATION, FAILURE OF THE BAGS TO PERFORM THIS FUNCTION SHALL BE REASON TO REJECT THEIR INSTALLATION.

GRAVELBAGS SHALL BE INSTALLED WITH THE WIDEST FACE AGAINST THE gROUND SURFACE OR THE UNDERLYING COURSE OF BAGS, AND PRESSED IN PLACE TO CONFORM TO THE UNDERLYING SURFACE.

THE BAGS SHALL BE PLACED WITH THE TIED ENDS IN THE "UPHILL" OR "UPSTREAM" DIRECTION, BEGINNING AT THE LOWEST OR MOST DOWNSTREAM BAG, TIED ENDS WILL BE TUCKED UNDER BAG.

SUBSEQUENT BAGS WITHIN ONE COURSE OF BAGS SHALL BE PLACED SO AS TO REST UPON THE TIED END OF THE PREVIOUSLY PLACED BAG, WITH NOT LESS THAN 10 PERCENT OF THE BAG IN CONTACT WITH THE PREVIOUS BAG, AND NOT MORE THAN 20 PERCENT IN CONTACT.

SUBSEQUENT COURSES OF BAGS SHALL BE PLACED AS DESCRIBED PREVIOUSLY, WITH THE MID-POINT OF THE BAGS STRADDLING THE JOINTS OF BAGS IN THE UNDERLYING ROW.

CONSTRUCTION OF A GRAVELBAG BERM PERPENDICULAR TO THE DIRECTION OF FLOW SHALL INCORPORATE BAGS PLACED IN A "PYRAMID" CONFIGURATION, WITH ALL INDIVIDUAL BAGS ORIENTED PERPENDICULAR TO THE DIRECTION OF FLOW. THE BERM SHALL BE CONSTRUCTED WITH A

SPECIFIED NUMBER OF ROWS AT THE BOTTOM (IN CONTACT WITH THE GROUND), WITH SUCCESSIVELY FEWER ROWS IN EACH OVERLYING COURSE. THE UPSTREAM AND DOWNSTREAM FACES OF THE BERM SHALL BE NO STEEPER THAN 1-1/2 FEET HORIZONTAL TO 1 VERTICAL.

DAMAGE WHICH COULD FORESEEBLY BE PREVENTED BY PROPER GRAVELBAG INSTALLATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

GRAVEL BAG DETAILSSE-8
SCALE:

N.T.S.
2 BAGS HIGH
EC-2 PRESERVATION OF EXISTING VEGETATION
EC-5 SOIL BINDERS
SE-5 FIBER ROLLS
SE-6 GRAVEL BAG BERM
TC-3 ENTRANCE OUTLET TIRE WASH *
NS-12 CONCRETE CURING
NS-13 CONCRETE FINISHING
WM-9 SANITARY-SEPTIC WASTE MANAGEMENT *
12' MIN.
6"AGGREGATE
2"-3" COARSE

PUBLIC STREET
50' MIN.

STEEL GRATE
STABILIZED CONSTRUCTION ENTRANCETC-1
SCALE:

N.T.S.

NOTE:

PLACE 4" PVC DRAIN PIPE IN EXISTING GUTTER FLOWLINE
WITH A.C. RAMP AT DRIVEWAYS IF STREET CURB &
GUTTER DRAINAGE FLOW IS BLOCKED.

NOTE:

CONTRACTOR SHALL REPAIR ALL DAMAGED CURB &

GUTTER IN PUBLIC RIGHT-OF-WAY TO THE SATISFACTION
OF THE CITY PRIOR TO PROJECT CLOSE-OUT.

NOTE:

A RUMBLE RACK IS REQUIRED AT BOTH ENTRANCES TO THE
SITE UNTIL THE ASPHALT HAS BEEN INSTALLED.

PREPARED BY:

CIVIL

ENGINEERING

COR ACACIA AVE & PALM AVE

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARKPER PLAN
11/30/2022

CITY ENGINEER
40 01/20241 TEC AS-BUILTS

AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor. civTEC cannot guarantee the accuracy or precision of
as-built drawings as represented herein.

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)

1. CONSTRUCTION SITE BMPS FOR THE MANAGEMENT OF STORM WATER AND NON-STORMWATER DISCHARGES SHALL BE DOCUMENTED ON THE GRADING PLAN. ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO RETAIN THE SWPPP ON THE JOBSITE THROUGHOUT THE TIME OF CONSTRUCTION. THE IMPLEMENTATION AND MAINTENANCE OF THE SITE BMPS IS REQUIRED TO MINIMIZE JOBSITE EROSION AND SEDIMENTATION. ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROUGHOUT THE TIME OF CONSTRUCTION.

2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO PREVENT AND/OR MINIMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES.

3. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO PREVENT AND/OR MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE.

4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREA EXPOSED TO THE EXTENT FEASIBLE.

5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF

DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION.

6. IF DISTURBED, SLOPES (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 21 DAYS. DURING STORM SEASON. ALL SLOPES SHALL BE STABILIZED PRIOR TO PREDICTED STORM EVEN. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE.

7. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE OR STREETS. DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF. VEHICLE TRACKING, OR WIND.

8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED. EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT. THE STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOIL OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES,

HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS,

FUEL, OILS, LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS, CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION. DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA O-SITE PHYSICALLY SEPARATE FROM POTENTIAL STORMWATER RUNOFF. WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL. STATE AND FEDERAL REQUIREMENTS.

9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR LOCAL STORM DRAIN SYSTEM.

10. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS. WASTES. SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FRO THE SITE TO STREETS. DRAINAGE FACILITIES. OR ADJOINING PROPERTIES BY WIND OR RUNOFF.

11. ALL CONSTRUCTION CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE TRAINED IN THE IMPLEMENTATION

AND USE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURE FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS AND ALL TRAINING DOCUMENTATION SHALL BE MAINTAINED IN THE SWPPP.

12. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES

MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD.

13. BMPS SHALL BE MAINTAINED AT ALL TIMES. IN ADDITION. BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM EVENTS.

14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY. ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. 0 10 20 40
SCALE: 1" = 20'
S
W
E

EROSION CONTROL PLAN
9 C-3.02
EROSION AND SEDIMENT CONTROL NOTES:

1. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE.

2. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE.

3. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION.

4. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.

5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.

6. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.

7. STATE CONSTRUCTION GENERAL PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE ACRE OR MORE OF SOIL, THE SITE MUST BE COVERED UNDER THE STATE CONSTRUCTION GENERAL PERMIT. A WASTE DISCHARGE IDENTIFICATION (WOLD) NUMBER, A RISK LEVEL DETERMINATION NUMBER AND THE QUALIFIED "STORM WATER POLLUTION PREVENTION PLAN" (SWPPP) DEVELOPER (QSD) SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT. A SWPPP SHALL BE IMPLEMENTED

THROUGHOUT THE DURATION OF THE PROJECT AND SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT:

8. WWW.WATERBOARDS.CA.GOV/WATERISSUES/PROGRAMS/STORMWATER/CONSTRUCTION.

9. BEST MANAGEMENT PRACTICES (BMP'S). YEAR-ROUND, POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP'S), MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON.

THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES THROUGHOUT THE DURATION OF THE PROJECT FOR ALL

CLEARING, DIS KING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS.

A. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO ANY CITY OF HEMET FORECAST RAIN. ON EMERGENCY SITUATIONS, THE DEVELOPER/CONTRACTOR SHALL IMMEDIATELY MAKE EQUIPMENT AND WORKERS AVAILABLE TO PROTECT THE SITE.

10. EROSION AND SEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED YEAR-ROUND

THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS AND ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE.

A. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO APPLYING AND ESTABLISHING: VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING (MINIMUM 1 0-MIL), POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL DISTURBED AREAS OR OTHER MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 10 GAL/ACRE. THE CITY ENGINEER MAY APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4:1.

B. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO: DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM %" GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15-FOOT INCREMENTS MEASURED ALONG THE FACE OF THE SLOPE. SILT

FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY OR BACK OF CURBS.

11. PERIMETER PROTECTION. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF ESC MEASURES SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN INACTIVE SITE, AS DESCRIBED IN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL ALSO BE PROTECTED.

12. CONSTRUCTION ACCESS POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT TRACK-OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.

VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING SHALL ONLY

BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED.

13. MATERIAL STORAGE. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS,

GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENT.

INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN.

14. CONSTRUCTION WASTE. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH RECEPTACLES SHALL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO AND OTHER LIQUID WASTE, AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM PUBLIC RIGHT-OF-WAYS, FLOW LINES, ETC.

PRIOR TO ANY FORECAST RAIN, BINS AND WASH-OUTS SHALL BE COVERED WITH LIDS OR PLASTIC TARPS.

15. SLOPE PROTECTION. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT/PERMANENT LANDSCAPE IS ESTABLISHED.

THERE SHALL BE 100% SLOPE PROTECTION IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.

A. THE SURFACE OF ALL CUT SLOPES MORE THAN 5-FEET IN HEIGHT AND FILL SLOPES GREATER THAN 3-FEET IN HEIGHT SHALL BE PROTECTED AGAINST EROSION DAMAGE BY THE PLANTING WITH GRASS OR GROUND COVER PLANTS.

SLOPES EXCEEDING 15-FEET IN VERTICAL HEIGHT SHALL ALSO BE PLANTED WITH SHRUBS SPACED AT NOT GREATER THAN 1 0-FEET ON CENTER, OR A COMBINATION OF SHRUBS ( 1 0-FEET ON CENTER) AND TREES (20-FEET ON CENTER), IN ADDITION TO THE GRASS OR GROUND COVER PLANTINGS. THE PLANTS SELECTED AND PLANTING METHODS USED SHALL BE SUITABLE FOR THE SOIL, CLIMATIC CONDITIONS OF THE SITE, AND BE APPROVED.

B. SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH AN APPROVED SYSTEM OF IRRIGATION DESIGNED TO COVER ALL PORTIONS OF THE SLOPE. PLANS FOR THE PROPOSED IRRIGATION SYSTEM SHALL BE SUBMITTED AND APPROVE PRIOR TO THE SYSTEM INSTALLATION. A FUNCTIONAL TEST OF THE SYSTEM SHALL BE REQUIRED

Page 17 of 49 ends

16.C.

Page 199 of 468 ends

998

DEVONSHIRE AVE

KIRBY ST
30'
30' 30'
IRR
IRR
IRR
100
101
102
999
998
IRR
IRR
IRR

IRR IRR
IRR
IRR
IRR
IRR
IRR
100
101 102
CONTROL PT.

CONTROL PT.

POINT TABLE
POINT #
100
101
102
998
999

NORTHING
2217504.79
2217625.29
2217625.29
2217720.09
2217059.93

EASTING
6334019.13
6334021.91
6334185.61
6334347.27
6334346.78
PREPARED BY:

CIVIL

ENGINEERING

COR ACACIA AVE & PALM AVE

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARKPER PLAN
11/30/2022

CITY ENGINEER
40 01/20241 TEC AS-BUILTS

AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor. civTEC cannot guarantee the accuracy or precision of
as-built drawings as represented herein.

GENERAL NOTES

1. CONTRACTOR SHALL REFERENCE ARCHITECTURAL AND/OR LANDSCAPE PLANS FOR ADDITIONAL HARDSCAPE REQUIREMENTS AND DETAILS.

2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING LANDSCAPE AND

HARDSCAPE IMPROVEMENTS AS NECESSARY TO CONSTRUCT IMPROVEMENTS SHOWN HEREON.

3. ALL SIDEWALKS, CURB RETURNS, AND ACCESS POINTS SHALL MEET TITLE 24 AND AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS.

BENCHMARK
NGS BM PID: DX5347
ELEVATION: 1576.34' DATUM: NAVD 88
DESCRIPTION: SURVEY DISK STAMPED "MWD BM DVR 34 1992", SET IN CB @ SE COR

ACACIA AVE & PALM AVE

CONTROL MAP
SCALE: 1" = 100' S
W
E
DEVONSHIRE AVE.

NOTE TO CONTRACTOR:

A. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE,

TIMELY AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS

INCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICAL

CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEY

WORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALL

PROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTS

INCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVING

EDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS,

SEATING, SHADE STRUCTURES, PLAY FIELDS AND APPURTENANCES,, CURB AND GUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC.

B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS

SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF

CONSTRUCTION FOR HIS USE IN PREPARING THE NECESSARY FIELD SURVEYING / LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BE

THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS.

THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCES

MAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENT

THAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPY

CONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THE

CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS AND

SHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE

ELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLY

WITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THE

NEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS,

TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THE WORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT.

THE DIGITAL INFORMATION PROVIDED BY civTEC SHALL NOT BE USED FOR ANY

PURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF civTEC.

THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF civTEC.

PT. # 998
FD MON.
1" I.P., DN 1.5FT
PT. # 999
FD MON.

FD 1"IP/NAIL, DN 4"

BASIS OF BEARINGS
N00°02'33"E
660.130'
KIRBY ST.

LATHAM AVE
BASIS OF BEARINGS:

THE CALIFORNIA STATE PLANE COORDINATE SYSTEM
CCS83 ZONE 6
BASED LOCALLY ON POINT NO: 1000 BEING
N 2217655.79
E 6334247.20
BEARING AT THE CENTERLINE KIRBY STREET:

N00°03'37"E
0 10 20 40
SCALE: 1" = 20'
S
W
E

HORIZONTAL CONTROL/STRIPING PLAN
10 C-4.01
120.50'

2.78'
163.70'

9.00'

6.00'

8.00'

6.00'

CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES

NOTICE TO THE CONTRACTOR

HORIZONTAL CONTROL/STRIPING CONSTRUCTION NOTES
NO. DESCRIPTION QUANTITY
80 LS
-81

THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN

INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S).

CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 5 AND 6, SHEET C-0.02

INSTALL ADA SIGNAGE PER DETAIL LANDSCAPE ARCHITECT'S PLANS

18.00'

5.00'

12.00'80
81

Page 18 of 49 ends

16.C.

Page 200 of 468 ends

RAMP DN
RAMP
DN

DEVONSHIRE AVE

KIRBY ST
DYH
T
T
SHED

PAVEMENT
GRASS
IRRIG

ASSEY TELE
PED

CURB & GUTTER

SIDEWALK

BASEBALL FIELD
IRR
IRR
GRASS
12 12
12 12
12 1212
0808
08 08
08 12
0404
040404
04 04 04 04 04 04
90° ARC

E E E E E
E

E E E E
E
E
E
E
E
E
E
E
E
POC
E

REPLACE EXISTING
ROTOR WITH NEW.

INSTALL NEW ROTOR ON
EXISTING LATERAL PIPE.

E
E
EXISTING RCV 1 & 2 TO
BE PROTECTED IN PLACE.

CONNECT BACK TO EXISTING
LATERAL PIPE.

EXISTING RAINBIRD 3500 ROTORS.

PROTECT IN PLACE.

EXISTING RAINBIRD 8005 ROTORS.

PROTECT IN PLACE.

EXISTING 2" MAINLINE AND CONTROLLER WIRES.

FIELD VERIFY LOCATION AND PROTECT IN PLACE.

EXISTING RAINBIRD 8005 ROTORS.

PROTECT IN PLACE.

EXISTING RAINBIRD
3500 ROTORS.

PROTECT IN PLACE.

EXISTING RC VALVES
PROTECT IN PLACE.

INSTALL NEW LATERAL

PIPE TO NEW ROTORS

CONNECTING TO THE
EXISTING LATERAL.

CONNECT NEW 3500 ROTORS
TO EXISTING VALVE.

INSTALL NEW 1-1/2" RVC AS SHOWN, CONNECT TO

THE EXISTING CONTROLLER USING THE EXISTING
CONTROL WIRE FROM EXISTING VALVE 3 THAT
HAS BEEN REMOVED.

REPLACE EXISTING VALVE 4
WITH NEW DRIP VALVE.

EXISTING VALVE 3
TO BE REMOVED.

INSTALL NEW 8005 ROTORS AND LATERAL PIPE
CONNECTING TO EXISTING RCV 2 AS SHOWN.

EXISTING BACKFLOW TO BE REMOVED
AND MAINLINE CAPPED BY OTHERS.

49.04 1"
344.4
112"
EXISTING 2" MAINLINE AND
CONTROLLER WIRES.

FIELD VERIFY LOCATION AND
PROTECT IN PLACE.

CONNECT THE NEW 8005 ROTORS
TO EXISTING VALVES AS SHOWN.
12 12
12 12
12 EXISTING LATERAL

PIPE TO BE ABANDONED
IN PLACE. INSTALL NEW

ROTORS AND PIPE AS
SHOWN.

EXISTING POINT
OF CONNECTION.
2" WATER METER.
2" BACKFLOW.

PROTECT IN PLACE.
605
112"
140
112"
241.8
112"
606
112"
487
112"
188
1"

SYMBOL MANUFACTURER/MODEL
EXISTING CONTROL VALVE. PROTECT IN PLACE

EXISTING CONTROL VALVE TO BE REMOVED

EXISTING LATERAL LINE TO BE ABANDONED
EXISTING IRRIGATION HEAD TO REMAIN. PROTECT IN PLACE
EXISTING LATERAL LINE TO REMAIN. PROTECT IN PLACE
EXISTING MAINLINE TO REMAIN. PROTECT IN PLACE
E

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM RADIUS DETAIL RAIN BIRD 3504-PC-SAM - 1.0 NOZZLE 45 1.06 17' IR-41/12 RAIN BIRD 3504-PC-SAM - 2.0 NOZZLE 45 1.93 22' IR-41/12 RAIN BIRD 8005-SS - 04 NOZZLE 60 3.8 33' IR-41/12
RAIN BIRD 8005-SS - 08 NOZZLE. 60 8.4 41' IR-41/12
RAIN BIRD 8005-SS - 12 NOZZLE. 60 12 50' IR-41/12

SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD XCZ-100-PRB
DRIP CONTROL KIT, 1" PESBR VALVE AND 1" PRESSURE
REGULATING 40PSI BASKET FILTER.

IR-02/12

AREA TO RECEIVE POINT TO POINT DRIP EMITTERS -
GPH GPST-M THREADED DRIP EMITTER WITH 1/2" FIPT
INLET AND DIFFUSER CAP OUTLET. MULCH CAMO COLOR
EMITTER INSTALLED ON A GPH MODEL #GIH12A 12"
FLEXIBLE PVC RISER.

IR-30/12
IR-31/12
IR-32/12
IR-34/12
IR-35/12
Emitter Notes:

1.0 GPH emitters (1 assigned to each 1 gal plant)

1.0 GPH emitters (1 assigned to each 5 gal plant)

2.0 GPH emitters (3 assigned to each 24"box plant)

2.0 GPH emitters (3 assigned to each 8` BTH plant)

2.0 GPH emitters (3 assigned to each 36"box plant)

SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL

RAIN BIRD PEB

REMOTE CONTROL VALVE
IR-01/12
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IR-23/12
PIPE SLEEVE: PVC SCHEDULE 40
TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE

SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR

RELATED COUPLINGS TO EASILY SLIDE THROUGH
SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND
EDGES OF PAVING OR CONSTRUCTION.

IR-23/12
04 08
12 #"
#
Valve Number
Valve Si]e
Valve Flow
Valve Callout
#

IRRIGATION SCHEDULE

NUMBER MODEL SIZE TYPE GPM PSI
1 (E) RAIN BIRD PEB 1-1/2" TURF ROTOR 40 72.0
2 (E) RAIN BIRD PEB 1-1/2" TURF ROTOR 42 72.0
3 RAIN BIRD PEB 1-1/2" TURF ROTOR 44.4 72.0
4 RAIN BIRD XCZ-100-PRB 1" AREA FOR DRIP EMITTERS 9.04 47.5 5 (E) RAIN BIRD PEB 1-1/2" TURF ROTOR 60 80.0
6 (E) RAIN BIRD PEB 1-1/2" TURF ROTOR 60 80.0
7 (E) RAIN BIRD PEB 1-1/2" TURF ROTOR 48 74.0
8 (E) RAIN BIRD PEB 1" TURF ROTOR 18 60.0

VALVE SCHEDULE
Water Meter Size: 2"
Flow Available 100 GPM

PRESSURE AVAILABLE
Static Pressure at POC: 90 PSI
Elevation Change: 5.00 ft
Service Line Size: 3"
Length of Service Line: 20 ft
Pressure Available: 88 PSI

DESIGN ANALYSIS
Maximum Station Flow: 60 GPM
Flow Available at POC: 100 GPM
Residual Flow Available: 30 GPM
Critical Station: 3
Pressure Req. at Critical Station: 72.0 PSI
Loss for Fittings: 0.36 PSI
Loss for Main Line: 3.57 PSI
Loss for POC to Valve Elevation: 0 PSI
Loss for Backflow: 0 PSI
Loss for Water Meter: 1.56 PSI
Critical Station Pressure at POC: 77.5 PSI
Pressure Available: 88 PSI
Residual Pressure Available: 10.5 PSI

CRITICAL ANALYSIS
1/26/2024 3:45 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
40 DOUGLAS GROVE L.L.A. #2799
11/30/2022
11 ADJUST & ADD IRRIGATION HEADS IN TURF REPAIR
AREAS, FOR 100% COVERAGE, LIMIT OVER SPRAY
ON HARDSCAPE (TYP.). REPLACE ALL DAMAGED
TURF (TYP.)
1) ALL FITTINGS ON PRESSURIZED MAINLINE SHALL BE SCH 80, AND FITTINGS FOR LATERAL LINES DOWNSTREAM OF EACH CONTROL VALVE CAN BE SCH 40. 2) CONTRACTOR SHALL ADD NEW IRRIGATION HEADS AND ADJUST EXISTING IRRIGATION HEADS AS NEEDED TO PROVIDE 100% COVERAGE, AND LIMIT OVERPAY ONTO HARDSCAPE, IN ALL TURF REPAIR AREAS AND EXISTING TURF AREAS AFFECTED BY THE NEW IMPROVEMENTS. 3) LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL IRRIGATION SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING PAVEMENT.
4) LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES ON JOBSITE PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK.
5) EXISTING IRRIGATION OUTSIDE OF WORK AREA SHALL BE PROTECTED IN PLACE AND KEPT OPERATIONAL DURING CONSTRUCTION. CONTRACTOR TO ADJUST IRRIGATION AS NEEDED TO PROVIDE ADEQUATE COVERAGE OF EXISTING TURF. 6) FIELD VERIFY LOCATIONS OF EXISTING LATERAL LINES, VALVES, MAINLINE, AND CONTROL WIRES AND RELOCATE/REROUTE AS NECESSARY TO AVOID DISRUPTION OF IRRIGATION WITHIN ESTABLISHED PLANTING AREAS. 7) TAKE EXTREME CARE WHEN EXCAVATING IN THE PLANTERS TO AVOID CONFLICTS WITH EXISTING ELECTRICAL UTILITIES AND IRRIGATION. IT IS THE CONTRACTOR RESPONSIBILITY TO HAVE ALL UTILITIES MARKED AND LOCATED WITHIN THE WORK AREA. 8) REFER TO SHEET 12 FOR IRRIGATION DETAILS.
9) EXISTING CALSENSE CONTROLLER LOCATED ON THE SOUTH SIDE OF THE RECREATION BUILDING, PROTECT IN PLACE. CONTRACTOR SHALL PROGRAM CONTROLLER FOR NEW VALVE ZONES SHOWN HEREIN.

IRRIGATION NOTES
IRRIGATION PLAN L-1.0
402020 10
FEETSCALE:
0 1 INCH = 20

AS-BUILT LEGEND

ACTUAL MASTER VALVE LOCATION

ACTUAL FLOW SENSOR LOCATION

ACTUAL MAINLINE LOCATION

ACTUAL BACKFLOW PREVENTOR LOCATION

ACTUAL FLUSH VALVE LOCATION

ACTUAL METER LOCATION

ACTUAL VALVE LOCATION
RP
MV
FS
M

AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor. RHA Landscape Architects-Planners cannot guarantee the accuracy or precision of as-built drawings as represented herein. 92'
25'
FS
MV
RP
205'
7'
4'
5'
25'
2'
3'
35'
2'
54'
14'
4'
MAINLINE @ 11'

BEHIND SIDEWALK
SLEEVE 2'

OFF CONCRETE
SLEEVE 7'
OFF CONCRETE SLEEVE 9'

OFF CONCRETE
SLEEVE 1'

OFF CONCRETE
SLEEVE 2'

OFF CONCRETE
SLEEVE 11'

OFF CONCRETE
1 01/2024
RHA

AS-BUILTS

Page 19 of 49 ends

16.C.

Page 201 of 468 ends

2/7/2024 2:47 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
40 DOUGLAS GROVE L.L.A. #2799
11/30/2022
12 BRASS VALVE (LINE SIZE)
REFER TO DETAIL IR-01 FOR ALL RCV REQUIREMENTS
3"
3"
2"
4"
BASKET FILTER (VALVE SIZE) USE 2
SCH 80 MAINLINE FITTING
SCH 80 NIPPLE 24" MIN. LENGTH
RCV PER DETAIL IR-01 USE 1" SIZE FOR
SCH 80 UNION
UVR LATERAL LINE PER SPECS.

LOCKING SS BOLT HEAT BRAND
"F" FOR FILTER
STD. RECTANGULAR VALVE BOX WITH
GRADE IN PLANTER 4" BELOW BOX

PVC SWING
DRIP REMOTE CONTROL VALVE IR-02
N
SCH 80 FEMALE COUPLING
GPM FLOWS FROM 3.0 T0 20.0. USE 1-1/2"
SIZE FOR GPM FLOW FROM 20.0 T0 40.0
FILTERS FOR FLOWS OVER 20.0 GPM
1/2" GALV. WIRE MESH BELOW BOX

CHECK VALVE
PROVIDE 75/100 MESH SEE PLAN

VIEW LAYOUT ON LEFT

BASKET FILTER

DRIP VALVE
ELL
TEE

FILTER PLAN VIEW

BASKET FILTER
RCV ID #TAG

VALLEY-WIDE RECREATION & PARK DISTRICT
LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012
NOTES:

PVC LATERAL USE 45 ELL
TO DEPTH PER SPECS.

GRADE IN PLANTER 4" BELOW BOX

JUMBO RECTANGULAR VALVE BOX
HEAT BRAND TIMER & STATION #

W/ LOCKING SS BOLT
EXTRA WIRE PER SPECS.

CONTROL WIRING PER SPECS.

SCH 80 NIPPLE TYP. 4X PER VALVE

REMOTE CONTROL VALVE
PER LEGEND & SPECS.

SCH 80 FEMALE ADAPTER
SLIP X FT SCH 80 PVC ELL
SCH 80 MAINLINE FITTING
3 CU.FT. 3/4" GRAVEL

NATIVE SOIL COMPACTED TO

ORIGINAL DENSITY
4"
2"
3"
3" MIN.

MAINLINE PER SPECS.

4. PROVIDE 3" CLEARANCE BETWEEN VALVE & BOX

3. PROVIDE 24" LONG EXPANSION COILS AT EACH WIRE CONNECTION

2. TAPE & BUNDLE WIRES @ 10' INTERVALS
GRADE IN TURF 2" BELOW BOX

VALVE SIZE BRASS BALL VALVE

OMIT WHEN USED ON MANIFOLD

5. PROVIDE 4 EA. CONCRETE BRICKS UNDER VALVE BOX (TYP.)

6. USE IRON DUCTILE FITTINGS FOR 4" & LARGER MAINLINE
NNN
1/2" GALV. WIRE MESH BELOW BOX

OPENING
IR-01REMOTE CONTROL VALVE
N
SCH 80 PVC CUT TO LENGTH
SCH 80 UNION
LATERAL PIPING PER SPECS.

PER DETAIL IR-07

1. ALL WIRING SHALL BE APPROVED BY THE DISTRICT PRIOR TO BACKFILL A1
RVC # ID TAG

VALLEY-WIDE RECREATION & PARK DISTRICT
LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012
NOTES:

1. 2. PROVIDE WIRE CONNECTORS FOR ALL CONTROL WIRE SPLICES

PROVIDE BLUE SEALANT IN ADDITION TO PRE-FILLED CONNECTOR PROVIDE WIRE CONNECTORS AT ENDS OF ALL EXTRA WIRES3.

WIRE SPLICES SHALL BE INSIDE VALVE BOXES AT VALVES OR FOR RUNS OVER 2500 FEET4.

PROVIDE #12 CONTROL WIRE & #10 COMMON WIRE FOR RUNS OVER 2500 FEET5.

WIRE CONNECTORS IR-28
SOLDER WIRE SPLICES FOR MASTER VALVE AND FLOW METER CONNECTIONS6.

STEP 1

APPLY SCOTCHLOK ELECTRICAL CONNECTOR
AND TWIST IN A CLOCKWISE DIRECTION UNTILSTEP 3

FINGERS TO HOLD THE SCOTCHLOK

INSERT THE SPLICE INTO THE GEL-FILLLED

CONNECTOR IN PLACE
POSITION WIRE CHANNELS AND SNAP STEP 5
STEP 4
STEP 2
INSULATOR TUBE. PUSH PAST THE LOCKING

INSULATOR TUBE COVER CLOSED

ONE WIRE OVER HALF OF THE LENGTH OF THE

STRIP WIRES AND TWIST TOGETHER LEAVING

TIGHT BUT DO NOT STRIP THREADS

DISTANCE AS SHOWN

BEND UNTWISTED WIRE BACK OVER TWISTED

TWISTED DISTANCE
WIRE CONNECTORS SHALL BE 3M DBR-6 PER SPECS OR APPROVED EQUAL7.

INSTALL WIRING PER DETAIL LC-238.

VALLEY-WIDE RECREATION & PARK DISTRICT
LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012
TREE

TOP OF SLOPE

AGAINST FENCE

OR WALL

PRESSURE

REGULATOR

PER DETAIL
IR-35 EQUAL
EQUAL
EQUAL
BASKET FILTER PER DETAIL IR-2
MAINLINE PER SPECS.

REMOTE CONTROL DRIP VALVE PER
DETAIL IR-02 12" FROM SIDEWALK TYP.

EMITTER ASSEMBLY
PER DETAIL IR-31 & 32
VINE EMITTER @ 10' O.C. SPACING

TREE ASSEMBLY PER
DETAIL IR-33

UVR ELLS FOR

SLOPE GRADE

TRANSITION
WHEN

APPLICABLE

SIDEWALK OR CURB

FLUSH VALVE END
CAP - 200' MAX.

DISTANCE
PER DETAIL IR-34
POINT TO POINT LATERAL LAYOUT IR-30
SWING

CHECK VALVE
PER DETAIL IR-35

SWING CHECK

VALVE BELOW
EACH HORZ. LINE
PIPING ELEVATION SHALL NOT EXCEED 18" OF ELEVATION CHANGE ALL PIPING FOR POINT TO POINT LATERALS WITHIN 8 FEET OF ANY WALKING OR DRIVING SURFACE SHALL BE BURIED 4" DEEP. PIPING SHALL BE UVR PVC AND HAVE J-HOOKS PER DETAILS AND SPECS.

NOTES:

1. ALL UVR PIPE JOINTS AND FITTINGS BELOW AND ABOVE GRADE SHALL BE PRIMED. 2.

VALLEY-WIDE RECREATION & PARK DISTRICT
PER SPECS.

EPOXY COATED J-HOOKS
9" PVC COATED GALV. STAPLE
SCH 80 BALL
VALVE TYP.
(LINE SIZE)
SCH 80 NIP.

TYP.

LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012

GPH OR SALCO

MALE ADAPTER

BARK MULCH
4" THICK

EMITTER TO BE

LOCATED AT EDGE

OF PLANT ROOTBALL

BARK MULCH
4" THICK

EMITTER TO BE

LOCATED AT REAR

OF PLANT ROOTBALL
EMITTER ASSEMBLY SECTION VIEW IR-31
1/2" SALCO OR GPH
TUBING PER SPECS.

SALCO OR GPH
2 GPH EMITTER
PER SPECS.
9" PVC COATED
GALV. STAPLE
1/2" SALCO OR GPH
TUBING PER SPECS.
9" PVC COATED
GALV. STAPLE

VALLEY-WIDE RECREATION & PARK DISTRICT

BLACK UVR
LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012

SALCO OR GPH

RISER ASSEMBLY
PER SPECS.
9" PVC COATED
GALV. STAPLE
BA
18" 42"
24" 54"
30" 64"
C
8'8"
7'0"
5'0"

PLANT SPACING
3' O.C.
4' 0.C.
5' O.C.

A
C
B
UVR SxSxT TEE

UVR LATERAL LINE
UVR SxSxT TEE
EQUAL
EQUAL
EQUAL
SHRUB EMITTER ASSEMBLY LAYOUT IR-32
1/2" SALCO OR GPH

TUBING RISER

SALCO OR GPH
2 GPH EMITTER
PER SPECS.

D
D
12"
12"
12"
18" 32" 42" 12"2' O.C.

PER SPECS.

VALLEY-WIDE RECREATION & PARK DISTRICT

EPOXY COATED

REBAR J-HOOK
PER SPECS.

LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012

7. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS

1. LINES MUST HAVE MIN. CLEARANCE OF 4" FROM EACH OTHER & 24" FROM OTHER TRADES

2. RUN WIRING UNDER MAINLINE, TAPE & BUNDLE @ 10' O.C.

3. PROVIDE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION

4. ALL SLEEVES MUST BE 2 TIMES THE DIAMETER OF THE PIPE WITHIN NOTES:

5. ALL SLEEVES MUST HAVE FOAM AT PIPE OPENING TO PREVENT DIRT ENTRY

6. ALL SLEEVES MUST EXTEND 12" MIN. DISTANCE PAST CURB OR SIDEWALK DEPTH
WIRING
4" & LARGER
3" & SMALLER
2-1/2" & SMALLER
-
18"
12"
- -
24"
24"
30"
BELOW
24"
24"
30"

A B C D
36"
30"
24"
-
36"
E F
36"
36" 36"
30" 30"
-MAIN MAIN
BELOW
F
D
E
C
B
A

WIRE SLEEVE

LATERAL SLEEVE

MAINLINE SLEEVE
COMPACTED BACKFILL PER SPECS.

HARDSCAPE

SAND BACKFILL FOR ROCKY

UNDISTURBED SOIL
COMPACTED BACKFILL PER SPECS.

CONTROL WIRING

LATERAL LINE
MAINLINE AND WARNING TAPE.

TRENCHING & SLEEVING IR-23
CONDITIONS PER SPECS.

TRENCHING SLEEVING

VALLEY-WIDE RECREATION & PARK DISTRICT
INITIAL BACKFILL PER SPECS.

LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012
TAPE SHALL BE 3" WIDE
FLUSH VALVE ASSEMBLY IR-34
3"
4"

EPOXY COATED J-HOOK
SCH 80 ELL SXT

ORIGINAL DENSITY

NATIVE SOIL COMPACTED TO
1 CU.FT. 3/4" GRAVEL
1/2" SCH 80 PVC BALL VALVE

W/ LOCKING SS BOLT
HEAT BRAND "FV"
10" ROUND VALVE BOX
GRADE IN PLANTER 4" BELOW BOX

2. PROVIDE 3 EA. CONCRETE BRICKS UNDER VALVE BOX (TYP.)

1. PROVIDE 3" CLEARANCE BETWEEN VALVE & BOX

3. SECURE END OF FLUSH LINE PIPING TO 4" DRAIN PIPE WITH PLUMBER'S TAPE 1/2" SCH 40 ELL

UVR PVC PIPING
1/2" UVR SCH 40 ELL
SCH 40 PIPING
1/2" GALV. WIRE MESH
SET 2" BELOW BOTTOM OF VALVE
4" PERFORATED PIPE 36" LONG
1/2" X 12" SCH 80 NIPPLE

WRAP PIPE WITH FILTER SOCK
NOTES:

VALLEY-WIDE RECREATION & PARK DISTRICT
LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012

1. FLUSH LATERAL LINES COMPLETELY BEFORE INSTALLATION OF PRESSURE REGULATORS NOTES:

SENNINGER INLINE PRESSURE REGULATOR
SCH 40 UVR PVC FROM VALVE
SCH 40 UVR TEE LINE SIZE BY 3/4" SST
3/4" X 6" SCH 80 NIPPLE

PVC SWING CHECK VALVE
SCH 40 UVR PVC PER SPECS.

SIZE PER PLAN
EPOXY COATED REBAR J-HOOK @ 8' SPACING

UVR LATERAL TO FILTER AND VALVE
F
F
CHECK VALVE & PRESSURE REG. IR-35

REMOTE CONTROL VALVE AT TOP OF SLOPE
(ONLY WHEN NECESSARY)

REMOTE CONTROL VALVE AT TOE OF SLOPE
(TYPICAL CONFIGURATION)
BASKET FILTER PER DETAIL IR-02
SCH 40 UVR PVC FROM VALVE WHEN

INSTALLED AT TOP OF SLOPE

TOP OF SLOPE

TOE OF SLOPE

2. ALL PIPING SHALL BE PRIMED PRIOR TO GLUE APPLICATION PER SPECS.

USE CUT NIPPLE FOR TOP OF LINE

WHERE TEE IS SLIP X SLIP

VALLEY-WIDE RECREATION & PARK DISTRICT
LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012

GRADE IN PLANTER
SCH 40 STREET ELL (3 PLACES)
SCH 40 TEE SLIP X FT

NATIVE SOIL COMPACTED TO

ORIGINAL DENSITY
LATERAL LINE PER SPECS.

2. INSTALL HEADS PERPENDICULARLY PLUMB TO ADJACENT GRADE

1. USE 3/4" TEFLON TAPE AT ALL SCH 40 ELLS
SCH 80 NIPPLE TYP. ROTOR HEAD
12"
MIN.

NOTES:
5"-6" FOR TURF 12" FOR PLANTER

POP-UP ROTOR W/CHECK VALVE
PER LEGEND & SPECS.

HEAD TO BE 2" ABOVE

GRADE IN TURF
HEAD TO BE 3/4" ABOVE

3. ADJUST NOZZLES TO PREVENT OVERSPRAY ONTO HARDSCAPE

4. INSTALL HEADS 4" FROM HARDSCAPE EDGE IN TURF AREAS WHERE ALLOWED PER AB 1881

5. INSTALL HEADS 4" FROM HARDSCAPE EDGE IN PLANTER AREAS WHERE ALLOWED PER AB 1881 INLET WIDTH X 12" MIN. LENGTH

6. INSTALL 12" POP-UP ROTORS FOR TURF AREAS WITHIN BOTTOM OF DETENTION BASINS POP-UP ROTOR HEAD IR-41
2"

VALLEY-WIDE RECREATION & PARK DISTRICT
LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012
IRRIGATION DETAILS L-1.1

AS-BUILTS
1 01/2024
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Page 20 of 49 ends

16.C.

Page 202 of 468 ends

RAMP DN
RAMP
DN

DEVONSHIRE AVE

KIRBY ST
DYH
T
T
SHED

PAVEMENT
GRASS
IRRIG

ASSEY TELE
PED

CURB & GUTTER

SIDEWALK

BASEBALL FIELD
IRR
IRR
GRASS
11 1
1 1
2 2
3 3
3 4'
4'
6'
4'
4'
6'

TREES QTY BOTANICAL / COMMON NAME CONTAINER WUCOLS DETAIL 11 CERCIDIUM X 'DESERT MUSEUM' 24"BOX LOW PL-02/14

DESERT MUSEUM PALO VERDE
7 GEIJERA PARVIFLORA 24"BOX LOW PL-02/14

AUSTRALIAN WILLOW
9 SYAGRUS ROMANZOFFIANA 8` BTH MODERATE PL-01/14

QUEEN PALM

SHRUBS QTY BOTANICAL / COMMON NAME CONTAINER WUCOLS DETAIL 13 CALLISTEMON CITRINUS `LITTLE JOHN` 5 GAL LOW PL-04/14

DWARF BOTTLE BRUSH
59 FESTUCA MAIREI 5 GAL LOW PL-04/14

ATLAS FESCUE
17 HESPERALOE PARVIFLORA `PERPA` 5 GAL LOW PL-04/14

BRAKELIGHTS RED YUCCA
17 LEUCOPHYLLUM C. `THUNDER CLOUD` 5 GAL LOW PL-04/14

THUNDER CLOUD
91 MUHLENBERGIA CAPILLARIS `REGAL MIST` 5 GAL LOW PL-04/14

PINK MUHLY
12 ROSA CALIFORNICA `ELSIE` 5 GAL LOW PL-04/14

CALIFORNIA WILD ROSE
9 RUSSELIA EQUISETIFORMIS 5 GAL LOW PL-04/14

FIRECRACKER PLANT
11 SENNA ARTEMISIOIDES 5 GAL LOW PL-04/14

SILVER SENNA
13 TECOMA X `SIERRA APRICOT` 5 GAL LOW PL-04/14

SIERRA APRICOT YELLOW BELLS
21 WESTRINGIA FRUTICOSA `BLUE GEM` 5 GAL LOW PL-04/14

COAST ROSEMARY

GROUND COVERS QTY BOTANICAL / COMMON NAME CONT WUCOLS DETAIL 3,895 SF ARTIFICAL TURF - L-4/14

BY FIELDTURF COMMERCIAL
23,280 SF DECOMPOSED GRANITE MULCH L-2/14
3" THICK LAYER

BY GAIL MATERIALS, COLOR PALM

SPRINGS GOLD
6,710 SF TURF REPAIR SOD HIGH

NEW SOD TO MATCH EXISTING

REPAIR ALL TURF AREAS DAMAGED

DURING CONSTRUCTION, AND ADJUST

IRRIGATION FOR FULL COVERAGE AND

LIMIT OVERSPRAY ONTO HARDSCAPE
PLANT_SCHEDULE

SYMBOL QTY NAME DETAIL
1,105 LF 8" CONCRETE MOW CURB L-1/14
460 SF 4"-8" 'MORANE' COBBLE BY DECORATIVE. L-3/14
STONE SOLUTIONS, OR APPROVED EQUAL.
8" MIN LAYER
895 LF TUBE STEEL FENCE AS-BUILT

LANDSCAPE LEGEND
1 2
3 1/26/2024 3:38 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
40 DOUGLAS GROVE L.L.A. #2799
11/30/2022
13 EXISTING TREE TO REMAIN

PROTECT IN PLACE

BOUNDARY OF NEW GRADING
FUTURE SPORTS LIGHTING (TYP.)
402020 10
FEETSCALE:
0 1 INCH = 20

1. CONTRACTOR SHALL INSTALL DEEPROOT BARRIERS IN ALL AREAS WHERE TREES ARE INSTALLED WITHIN 6' OF HARDSCAPE PER DETAIL 'PL-08', ON SHEET 14. ROOT

BARRIERS SHALL NOT ENCIRCLE THE TREE ROOTBALL BUT SHALL BE LOCATED AT EDGE OF HARDSCAPE AND EXTEND BEYOND CENTER OF TREE A MINIMUM OF 5' IN EACH DIRECTION.

2. ALL TREES SHALL MEET ANSI Z60.1 SPECIFICATIONS FOR NURSERY STOCK; BE FREE FROM DEFECTS INCLUDING CO-DOMINANT STEMS, AND GIRDLING ROOTS; ROOT FLARE SHALL BE VISIBLE AT TOP OF SOIL LEVEL. DEFECTIVE PLANT MATERIAL

SHALL BE REMOVED AND REPLACED, AT NO ADDITIONAL COST TO THE CLIENT, AS SOON AS POSSIBLE AND VERIFIED AT FINAL INSPECTION OR TURN OVER.

3. CONTRACTOR IS RESPONSIBLE FOR CLEARING AND GRUBBING ALL TURF REPAIR AREAS AND NEW PLANTING AREAS, UNLESS OTHERWISE NOTED.

4. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY

DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING

ANY IRRIGATION LINES/ SPRINKLER HEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS

SHALL BE EXACT DUPLICATION OF ORIGINAL EQUIPMENT, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT OR COLLEGE REPRESENTATIVE.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING PLAN.

6. CONTRACTOR SHALL INSTALL 3" LAYER OF DECOMPOSED GRANITE IN ALL NEW PLANTER AREAS. SUPPLY SAMPLE FOR OWNER'S APPROVAL PRIOR TO PURCHASE AND INSTALL.

PLANTING NOTES ADJUST & ADD IRRIGATION HEADS IN TURF REPAIR AREAS, FOR 100% COVERAGE, LIMIT OVER SPRAY
ON HARDSCAPE (TYP.). REPLACE ALL DAMAGED
TURF (TYP.) SEE IRRIGATION PLANS

INSTALL ACCESSIBLE PARKING STALL
SIGN PER DETAIL 'L-5', ON SHEET 14

EXISTING TURF TO REMAIN

PROTECT IN PLACE
SHADE STRUCTURE - BID ALT. #1

EXISTING FENCE TO REMAIN

PROTECT IN PLACE

EXISTING FENCE TO REMAIN

PROTECT IN PLACE
PLANTING PLAN L-2.0

AS-BUILTS
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Page 21 of 49 ends

16.C.

Page 203 of 468 ends

2/7/2024 2:48 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
40 DOUGLAS GROVE L.L.A. #2799
11/30/2022
14 SHRUB PER PLAN
FINISH GRADE TYP.) BERM MUST COVER
ROOTBALL (SET CROWN 2" ABOVE

REMAIN IN PLACE

COMPACTED WATERING BASIN TO

FINISH GRADE

PLANTING SPECS/REPORTS)

COMPACTED BACKFILL MIX (PER

UNDISTURBED NATIVE SOIL
2"

1.5X ROOTBALL DEPTH
2X ROOTBALL WIDTH
2" THICK BARK MULCH INSIDE BASIN
SHRUB PLANTING PL-04
TAPER TO 1" AT CROWN
TOP OF 4" DEEP MULCH SHALL NOT BE
MORE THAN 2" ABOVE TOP OF PLANT
4"

SIDES OF ROOTBALL

VALLEY-WIDE RECREATION & PARK DISTRICT
CROWN
LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012

TREE PER PLAN

TRIM TOP OF STAKES BELOW

BRANCHES TO PREVENT DAMAGE

CINCH TIE TREE TO STAKE
4 PLACES MIN. PER SPECS.

REMOVE PRIOR TO HYDROSEED

COMPACTED WATERING BASIN

FINISH GRADE

PLANTING SPECS & SOIL REPORT)

COMPACTED BACKFILL MIX (PER

UNDISTURBED NATIVE SOIL

OR SOD AND RAKE SMOOTH
12"
24"
4"

ROOTBALL DEPTH
2" THICK BARK MULCH INSIDE BASIN

1.5X ROOTBALL DEPTH
2X ROOTBALL WIDTH
12"
DEPTH PERF. PVC PIPE WITH FILTER SOCK
3" DIA. X EQUAL LENGTH TO ROOTBALL

TREE STAKE
2X CINCH TIENAIL

POLE STAKES W/GALV NAILS
(INSTALL OUTSIDE ROOTBALL)
2" DIA. X 10' LONG LODGE
ABOVE FINISH GRADE TYP.)
ROOTBALL (SET CROWN 1"

2. PROVIDE 3" DIA. TREE STAKES WHEN REQUIRED PER SPECS.

NOTES:

1. PROVIDE 3 STAKES FOR MULTI-TRUNK TREES TYP.

PL-02TREE PLANTING

SECURE FLAT DRAIN CAP TO TOP

INSTALL PIPE AT EDGE OF ROOTBALL
TAPER TO 1/2" AT CROWN

3. V.I.T. TWIST BRACES SHALL BE REQUIRED FOR PROJECTS WITH WINDY CONDITIONS

ROOTBALL

EMITTER OR BUBBLER

PVC PIPE
(BREATHER TUBE)

PLAN VIEW

VALLEY-WIDE RECREATION & PARK DISTRICT
2 PIPES REQ'D FOR TREES 36" AND LARGER
LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012
3" MIN. THICK D.G. MULCH FOR ALL
6"-8" AMENDED SOIL PER SPECS.

CONCRETE / FINISH GRADE

UNDISTURBED SUBGRADE
NOTES:

THROUGHOUT PLANTER AREAS

1. D.G. SAMPLE MUST BE SUBMITTED FOR APPROVAL PRIOR TO PURCHASE D.G. MULCH L-2

PLANTERS AND SLOPES WITH

POINT TO POINT IRRIGATION OR

OPEN AREAS PER PLAN

2. D.G. MULCH SHALL BE 1/2" BELOW ALL WALKING/DRIVING SURFACES D.G. 1/2" BELOW HARDSCAPE

CONCRETE CURB

UNDISTURBED NATIVE SOIL

1. ROOT BARRIERS SHALL BE MANUFACTURED BY "DEEP ROOT" OR APPROVED EQUAL NOTES:

CONCRETE WALK
OR D.G. PATH
ROOT BARRIER TYP.

FINISH GRADE

2. ROOT BARRIERS MUST BE INSTALLED FOR ANY TREE WITHIN 6' MIN. OF ANY HARDSCAPE

4. PROVIDE 24" BELOW GRADE ROOT BARRIERS ADJACENT CURBS

3. TOP OF ROOT BARRIERS MUST BE FLUSH WITH GRADE

5. PROVIDE 18" BELOW GRADE ROOT BARRIERS ADJACENT SIDEWALKS

COMPACTED BACKFILL

6. PROVIDE BIO-BARRIER FOR TREES AS INDICATED IN SPECS.

ROOT BARRIER PL-08

SURFACE OR DECOMPOSED GRANITE PATH

VALLEY-WIDE RECREATION & PARK DISTRICT
LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012
NOTE:

ROOT BARRIER SHALL NOT ENCIRCLE

THE TREE ROOTBALL BUT SHALL BE

LOCATED AT EDGE OF HARDSCAPE AND

EXTEND BEYOND CENTER OF TREE A
MINIMUM OF 5' IN EACH DIRECTION

MOWCURB FINISH SHALL BE SMOOTH TROWEL
2500 PSI NATURAL GRAY 6"X6" CONCRETE
TOP OF CONCRETE HEADER SHALL BE 1"

ABOVE GRADE FOR TURF AREAS
8"
2"1" 3/4" TOOLED RADIUS
TOP OF CONCRETE HEADER SHALL BE 2"

ABOVE FINISH GRADE FOR PLANTER AREAS

UNDISTURBED SOIL

LENGTH OF MOWCURB
CONTINUOUS #3 REBAR THROUGHOUT

1. PROVIDE CONTROL JOINTS AT 3' MAX SPACING
NOTES:

COMPACTED SUBGRADE

2. ANY DAMAGED MOWCURB SHALL BE REPLACED NO PATCHES SHALL BE ALLOWED 8" CONCRETE MOWCURB L-1
1"
3' MAX. 3' MAX.
3' MIN. 3' MIN.AS
NEEDED

AS NEEDED

LOWER MOWCURB TO

FLOWLINE ELEVATION

3. TAPER MOWCURB AS DIRECTED WHEN FLOW LINES CROSS MOWCURB TYPICAL TAPER IS 6:1 OBTAIN APPROVAL FOR ELEVATION CHANGE OVER 6:1
#4 REBAR TYP. (2" CLEARANCE FROM EDGE

CONTROL JOINT
1"

PALM TREE PER PLAN
2" THICK BARK MULCH INSIDE BASIN

EARTH WATERING BASIN TO REMAIN
UNDISTURBED NATIVE SOIL TYP.

NOTES:

1. ALL BACKFILL TO BE WATER JETTED DURING PLANTING
18"
4"

ROOTBALL
6"
6"
DEPTH

WASHED PLASTER SAND
ROOTBALL 4" ABOVE GRADE)

FINISH GRADE (SET TOP OF
27" DEEP 3/4" CRUSHED GRAVEL
4" DRAIN PIPE W/FILTER SOCK (SEE PLAN VIEW ABOVE)
PALM FERTILIZER SPIKES 1 EA.

PER 4" OF TRUNK DIA.
3"

2. ALL FRONDS TO BE TIED TOGETHER PRIOR TO PLANTING

3. FRONDS TO BE PRUNED AS DIRECTED BY THE DISTRICT

4. ALL BREATHER AND BUBBLER TUBES SHALL HAVE FILTER SOCK PALM TREE PLANTING PL-01
MIN.
24"
4" PERF. DRAIN PIPE W/FILTER

SOCK (SEE PLAN VIEW ABOVE)
18"

ROOTBALL
4" PERF. HORZ. SDR 35 DRAIN PIPE
4" DRAIN ELL 90 (4X)
4" PERF. VERT. SDR 35 DRAIN PIPE

PLAN VIEW
4" DRAIN TEE (2X)
4" RUBBER JIM CAP
W/S.S. CLAMP
TAPER TO 1/2" AT CROWN

VALLEY-WIDE RECREATION & PARK DISTRICT
LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012

APPLY PRE-EMERGENT
PRIOR TO D.G. LAYER

CONCRETE / FINISH GRADE

UNDISTURBED SOIL/AMENDED SOIL

2. ALL COBBLE LOCATIONS SHALL BE APPROVED BY THE CITY NOTES:
80% THICKNESS

OF COBBLE

OF COBBLE
20% THICKNESS

1. COBBLE SIZE AND TYPE SHALL BE APPROVED PRIOR TO PURCHASE OF MATERIAL ROCK COBBLE PLACEMENT L-3

ROCK COBBLE (LOCATION AND SIZE PER PLAN)
INSTALL 1/2" BELOW HARDSCAPE MIN.

SYNTHETIC TURF EDGE L-4
NOTES:

1. 100% POLYETHYLENE GRASS FIBER AND SECONDARY THATCH FIBER.

2. ADA COMPLIANT SYNTHETIC GRASS ACCESSIBLE SURFACE.

3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

4. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS.

5. AGGREGATE BASE TOPPED WITH 1" FINES.
1 1/2” SYNTHETIC GRASS BLADES

SAND INFILL (INSTALLED INTO THATCH LAYER)
MAXXFLOW™ BACKING
(WEED BARRIER INTEGRATED INTO BACKING)
MINIMUM 3" AGGREGATE BASE, PLUS 1" OF
FINES COMPACTED TO 90%

NATURAL SOIL SURFACE

COMPOSITE NAILER BOARD POSITIONED
1" FROM TOP OF CURBING

CONCRETE / CONCRETE CURBING
ACCESSIBLE PARKING SIGN L-5
ONLY

PARKING
FINE $250

MINIMUM

VAN ACCESSIBLE
LEGEND
1 INTERNATIONAL SYMBOL OF

ACCESSIBILITY & GRAPHICS
(AREA OF SIGN TO BE A MIN.

OF 70 SQ. IN.) ON

REFLECTORIZED BLUE
BACKGROUND. BLUE SHALL
BE EQUAL TO COLOR NO.
15090 IN FEDERAL STANDARD
5950.
2 16 GA. GALV. STL. SIGN WITH
3-1/8" DIA. X 3/4" SHEET
METAL SCREWS. PAINT

FASTENERS TO MATCH
BACKGROUND.
3 2" SQ. GALV. "QUICK PUNCH"
POST W/ 18" ANCHOR SLEEVE
4 FINISH GRADE, PER PLAN
5 90% COMPACTED SUBGRADE
6 FOOTING, REFER TO DETAIL
'D', SHEET CD-1
7 VAN ACCESSIBLE PARKING

SPACES HAVE ADDITIONAL
SIGN.
3 1
2 7
18"
12"
60" MIN.
3 4
5 6
NOTES
- INSTALL VEHICLE PARKING

SIGNS PER CBC STANDARDS,
30" FROM FACE OF CURB OR

AS SHOWN PER PLAN
- 5'-0" MIN CLEARANCE IN
PLANTING AREAS, 6'-8" MIN IN
PAVED PEDESTRIAN WAYS.
4"
12''
24''
PLANTING DETAILS L-2.1

PLANTING TABLETS PER

SPECIFICATIONS

PLANTING TABLETS PER

SPECIFICATIONS

AS-BUILTS
1 01/2024
RHA

AS-BUILTS

Page 22 of 49 ends

16.C.

Page 204 of 468 ends

SKATE PARK - DESIGN CRITERIA
IMPORTANCE FACTOR I = 1.0
BASIC WIND SPEED (V) = 96 MPH
WIND:

COMPLY WITH CURRENT LOCAL BUILDING CODE .

CODE:

THESE GENERAL STRUCTURAL NOTES APPLY UNLESS OTHERWISE NOTED.

WIND EXPOSURE "C"
SITE CLASS "D"
SEISMIC:

SEISMIC USE GROUP
SPECTRAL RESPONSE:

Sd1 = 0.853
Sds = 1.529

SKATE PARK - STRUCTURAL NOTES

1. SPECIAL STRUCTURAL INSPECTION

1.1 THE CITY WILL PROVIDE SPECIAL STRUCTURAL INSPECTION AS REQUIRED BY BUILDING CODES FOR THE FOLLOWING ITEMS:

1.1.2 BOLTS INSTALLED IN CONCRETE: DURING INSTALLATION OF EMBEDDED BOLTS IN CONCRETE AND DURING

1.1.3 REINFORCING STEEL: DURING PLACING OF REINFORCING STEEL, FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL

1.1.4 SHOTCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL SHOTCRETE.

1.2 SCHEDULING OF SPECIAL STRUCTURAL INSPECTIONS:

1.2.1 THE CONTRACTOR SHALL ALLOW A MINIMUM OF 48 HOURS NOTIFICATION FOR THE SCHEDULING OF SPECIAL

3. REINFORCING

3.1 SECURELY TIE ALL REBAR, INCLUDING DOWELS, IN LOCATION BEFORE PLACING CONCRETE OR GROUT.

3.2 WHERE REINFORCING IS SHOWN CONTINUOUS THRU CONSTRUCTION JOINTS, USE LENTON FORM SAVERS DOWEL BAR

4. STRUCTURAL STEEL

4.1 ASTM A-36 FOR C, MC, ANGLES, AND PLATES.

4.2 ASTM A-53 GRADE B OR A-501 FOR STEEL PIPES

4.3 ASTM A-500 GRADE B, FY=46 KSI FOR TS/HSS TUBE STEEL FOR SIZES UP TO 5/8" THICK.

4.4 ASTM A-307 OR A-36 PLAIN ANCHOR BOLTS.

5. STRUCTURAL STEEL & REINFORCEMENT WELDING

5.1 ALL CONSTRUCTION AND TESTING PER AMERICAN WELDING SOCIETY CODES AND RECOMMENDATIONS. ALL WELDING

5.3 FIELD INDICATED WELDS MAY BE DONE IN SHOP & SHOP INDICATED WELDS MAY BE DONE IN FIELD ONLY IF SUBMITTED

6. SUPPLEMENTARY NOTES

6.1 THESE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE

6.2 REINFORCING OR THREADED RODS DRILLED AND EPOXIED INTO EXISTING CONCRETE AS DETAILED ON THE DRAWINGS

6.3 INSTALLATION OF EPOXIED DOWELS SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE

6.4 INSTALLATION SHALL FOLLOW THE STRICT RECOMMENDATIONS OF THE MANUFACTURER AND THE APPLICABLE ICC-ES

6.5 ANY ENGINEERING DESIGN PROVIDED BY CONTRACTOR OR OTHERS AND SUBMITTED FOR REVIEW SHALL BE BY AN INSTALLATION OF EXPANSION BOLTS & EPOXY BOLTS / REBAR INTO EXISTING CONCRETE.

INSPECTION BY THE CONCRETE SECTION ABOVE AND PLACING REINFORCING STEEL IN EPOXIED HOLES PER ABOVE.

2. FOUNDATIONS

3.3 DEVELOP AT LEAST 125 PERCENT OF THE TENSION OR COMPRESSION BAR YIELD STRENGTH PER ICC-ES RESEARCH REPORT.

SHALL BE BY WELDERS HOLDING CURRENT CERTIFICATES VALIDATED BY AN INDEPENDENT LAB & HAVING CURRENT EXPERIENCE IN TYPE OF WELD CALLED FOR. THE CONTRACTOR SHALL SUBMIT WELDING CERTIFICATES FOR EACH WELDER AND APPROVED PRIOR TO CONSTRUCTION.

METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, MEANS

AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

SHALL BE ONE OF THE FOLLOWING OR APPROVED EQUIVALENT:

PRIOR TO COMMENCING THE WORK.

INSURED LICENSED STRUCTURAL ENGINEER WITH CONTINUOUS FIVE YEARS OF EXPERIENCE IN THE TYPE OF DESIGN REPORT. CONTRACTOR SHALL HAVE APPROPRIATE ICC-ES REPORT ON-SITE DURING ALL INSTALLATIONS.

APPLICABLE ICC-ES REPORT AND HAVE A MINIMUM 9 DIAMETERS EMBEDMENT SUBMITTED. A COPY OF THE LICENSE AND PROOF OF INSURANCE SHALL BE PROVIDED BEFORE STARTING ANY WORK.

STRUCTURAL INSPECTIONS.

SKATE PARK - GENERAL CONSTRUCTION NOTES

SLUMPCONTENT
480
(POUNDS) (INCHES)
MIN. CEMENT

AGGREGATE

SIZE (INCHES)
MAX.
1"

2. CONCRETE WORK

2.5 CONCRETE MIX DESIGN - CAST-IN-PLACE
3" AT SURFACES POURED AGAINST EARTH

STRENGTH (PSI)
4000
MIN. 28-DAY

2.20 ALL REBAR SHALL BE COLD BENT.

2.6.1 ACI STANDARD 506, LATEST EDITION, "SPECIFICATION FOR MATERIALS, PROPORTIONING AND APPLICATION OF

2.15 SECURE REINFORCING, ANCHOR BOLTS, INSERTS, ETC. RIGIDLY IN PLACE PRIOR TO POURING CONCRETE. 1-1/2" AT OTHER SURFACES, EXCEPT WHERE SHOWN OTHERWISE. 2" AT FORMED SURFACES EXPOSED TO EARTH OR WEATHER

COMPRESSIVE

2.18 MAKE ALL HOOKS ACI 318-11 STANDARD HOOKS UNLESS OTHERWISE NOTED. PROVIDE 135 DEGREE MINIMUM TURN, PLUS 4"

2.19 MAKE LAPS CONTACT SPLICES, DEVELOPMENT LENGTHS, HOOK EMBEDMENT PER ACI 318-11, UNLESS OTHERWISE

2.5.1 PROVIDE MIX DESIGNS THAT WILL MEET THE MINIMUM REQUIREMENTS LISTED BELOW. INCREASE CEMENT FOR APPROVAL.

2.3 AGGREGATES SHALL CONFORM TO ASTM C33.

2.2 CEMENT: ASTM C150. CEMENT SHALL BE OF SAME BRAND, TYPE AND SOURCE THROUGHOUT PROJECT. WHERE

1.5.3 BOLTS IN CONCRETE.

1.5.2 TAKING OF TEST SPECIMENS AND PLACING OF ALL CONCRETE.

1.5.1 PLACEMENT OF REINFORCING STEEL.

1.4 THE CITY SHALL HAVE NO CONTROL OR CHARGE OF, NOR BE RESPONSIBLE FOR THE CONSTRUCTION

1.3 PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND/OR LOCAL BUILDING CODES.

1.5.4 TAKING OF TEST SPECIMENS AND PLACING OF ALL SHOTCRETE.

1.5 THE CITY WILL PROVIDE SPECIAL INSPECTION AS REQUIRED BY BUILDING CODES FOR THE FOLLOWING ITEMS:

MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, SAFETY PRECAUTIONS, AND PROGRAMS IN CONNECTION

WITH THE WORK, THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY PERSONS PERFORMING ANY OF

THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS.

AGGREGATES ARE POTENTIALLY REACTIVE, USE LOW ALKALI CEMENT.

MIXES SHALL CONFORM TO APPLICABLE BUILDING CODE REQUIREMENTS, REGARDLESS OF OTHER MINIMUM REQUIREMENTS SPECIFIED HEREIN OR ON THE DRAWINGS.

DESIGNS SHALL SHOW PROPORTIONS OF CEMENT, FINE AND COARSE AGGREGATES AND WATER, AND GRADATION OF COMBINED AGGREGATES.

CONTENT OVER THAT SHOWN, IF REQUIRED TO OBTAIN THE COMPRESSIVE STRENGTH:

REINFORCING THAT IS TO BE WELDED. USE A108, GRADE 60, FOR ALL WELDED ANCHORS REFER TO AWS SPEC FOR WELDING WITHOUT PREHEAT. WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH ALL BUILDING CODES.

EXTENSION AT FREE ENDS OF COLUMN PILASTER TIES.

NOTED. STAGGER LAP SPLICES WHERE POSSIBLE.

SHOTCRETE" AND ACI 506.2, LATEST EDITION, "RECOMMENDED PRACTICES FOR SHOTCRETE" SHALL BE FOLLOWED.

2.4 NO ADMIXTURES WITHOUT APPROVAL. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED. CONCRETE SHALL NOT

2.6.2 MIX DESIGNS FOR SHOTCRETE CONTAINING FLY ASH SHALL BE BY AN INDEPENDENT TESTING LABORATORY. ONLY

2.11 ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECTED TO FREEZING TEMPERATURES WHILE

2.12 CONDUITS, PIPES, AND SLEEVES EMBEDDED IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ICC.

2.21 WHERE REINFORCING IS SHOWN CONTINUOUS THRU CONSTRUCTION JOINTS, LENTON FORM SAVERS DOWEL BAR SPLICE

2.13 USE INTERMEDIATE GRADE ASTM A615, GRADE 60 FOR ALL REINFORCING. USE ASTM A706, GRADE 60 FOR ALL BE IN CONTACT WITH ALUMINUM.

ASTM C618 CLASS F FLY ASH SHALL BE USED. THE AMOUNT OF FLY ASH USED SHALL NOT EXCEED 20 PERCENT BY WET, SHALL HAVE A WATER CEMENT RATIO NOT EXCEEDING 0.53 BY WEIGHT AND SHALL CONTAIN ENTRAINED AIR AS PER ACI WEIGHT OF THE COMBINED WEIGHT OF FLY ASH PLUS CEMENT.
301. SUCH CONCRETE SHALL INCLUDE EXTERIOR SLABS, PERIMETER FOUNDATIONS, EXTERIOR CURBS AND GUTTERS, ETC.

DEVICES AS MANUFACTURED BY ERICO PRODUCTS, INC. OR EQUIVALENT MAY BE USED. SIZES AND TYPES SHALL BE SELECTED TO DEVELOP THE FULL TENSION STRENGTH OF THE BAR PER ICC-ES RESEARCH REPORT.

2.16 SUPPORT HORIZONTAL REINFORCING ON GALVANIZED CHAIRS OR OTHER APPROVED METHOD (MORTAR BLOCKS ARE UNACCEPTABLE) OF SUPPORT FOR FOOTINGS AND SLABS ON GRADE.

2.17 REMOVE FORMS AT FOLLOWING MINIMUM TIMES AFTER POURING: AT SLAB EDGES - 24 HOURS; AT WALLS LESS THAN 4'-0' HIGH - 36 HOURS.

1.2 NOTIFY CITY REPRESENTATIVE OF ANY DISCREPANCIES TO THESE PLANS IMMEDIATELY.

MAX. AIR ENTRAINING
(PERCENT)

AT END OF HOSE
SLUMP
(INCHES)
CONTENT OVER THAT SHOWN, IF REQUIRED TO OBTAIN THE COMPRESSIVE STRENGTH:

2.6.3 PROVIDE MIX DESIGNS THAT WILL MEET THE MINIMUM REQUIREMENTS LISTED BELOW. INCREASE CEMENT 4000
MIN. 28-DAY

STRENGTH (PSI)

COMPRESSIVE
600
MIN. CEMENT

CONTENT
(POUNDS) SIZE (INCHES)

AGGREGATE
3/8"
MAX.

2.6 CONCRETE MIX DESIGN - SHOTCRETE
BARS SHALL BE BY THE NON-CONTRACT LAP SPLICE METHOD WITH AT LEAST 2" CLEARANCE BETWEEN BARS.

2.22 MINIMUM CLEARANCE BETWEEN PARALLEL REINFORCEMENT BARS SHALL BE 2-1/2". LAP SPLICES IN REINFORCING OF CURING COMPOUND PER ASTM C309. APPLY AT A RATE SUFFICIENT TO RETAIN MOISTURE, BUT NOT LESS THAN 1 GALLON COMPLETE. FINAL CURING SHALL CONTINUE FOR SEVEN DAYS AFTER PLACEMENT AND SHALL CONSIST OF APPLICATION CONDITION. FOR INITIAL CURING, CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR 24 HOURS AFTER PLACEMENT IS [4.55l] PER 200 SQUARE FEET. COVER CONCRETE WITH POLYETHYLENE PLASTIC TO MAINTAIN TEMPERATURE IF NECESSARY. LAP SEAMS IN THE PLASTIC 6" AND TAPE, WEIGHT DOWN THE PLASTIC AS NEEDED.

1.6 THE CONTRACTOR SHALL WARRANTY ALL OF THEIR WORK DURING CONSTRUCTION AND A MINIMUM OF ONE YEAR AFTER THE PROJECT IS ACCEPTED AS COMPLETE.

2.9 DURING THE CURING PERIOD, CONCRETE SHALL BE MAINTAINED AT A TEMPERATURE ABOVE 40°F AND IN MOIST

2.7 CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING AND SHALL NOT EXCEED A TEMPERATURE OF 90°F POCKETS OR OTHER OBVIOUS DEFECTS SHALL BE REMOVED AND REPLACED.

2.6.7 ANY IN-PLACE SHOTCRETE MATERIAL WHICH EXHIBITS SAGS OR SLOUGHS, SEGREGATION, HONEYCOMBING, SAND

2.6.8 TESTING AND INSPECTION OF IN-PLACE SHOTCRETE SHALL BE IN ACCORDANCE WITH 2019 CBC.

UNLESS PRE-APPROVED BY CITY REPRESENTATIVE.

PLACING ADDITIONAL MATERIAL, ALL SURFACES SHALL BE THOROUGHLY CLEANED AND WETTED AND ALL REINFORCING PRIOR TO PLACING THE INITIAL OR ANY SUCCEEDING LAYERS OF SHOTCRETE. REBOUND SHALL NOT BE REUSED AS FOLLOWED BY WETTING AND DAMP DRYING JUST PRIOR TO SHOTCRETE APPLICATION.

2.6.4 SURFACE PREPARATION: EXPOSED EXISTING CONCRETE SHALL BE SANDBLASTED CLEAN. SURFACES SHALL BE

2.6.5 ANY REBOUND OR ACCUMULATED LOOSE AGGREGATE SHALL BE REMOVED FROM THE SURFACES TO BE COVERED

2.6.6 JOINTS IN WALL POURS ARE PERMISSIBLE. AT JOINTS, SHOTCRETE SHALL BE SLOPED TO A THIN EDGE. BEFORE STEEL SHALL BE BRUSHED FREE OF LATENT SHOTCRETE MATERIAL.

AGGREGATE.

MAX.

1. GENERAL

1.1 CONSIDER GENERAL NOTES AS APPLYING TO ALL DRAWINGS.

2.14 OBSERVE FOLLOWING REINFORCEMENT CLEARANCES:

6.2.1 HILTI RE-500 SD - ICC ESR-2322

6.2.2 SIMPSON SET-XP - ICC ESR-2508

6.2.3 POWERS PE1000+ - ICC ESR-2583
MAX. AIR ENTRAINING
(PERCENT)

AT END OF HOSE

1.1.1 CONCRETE: DURING THE TAKING OF TEST SPECIMENS & PLACING OF REINFORCED CONCRETE WHERE F'C > 2,500 PSI, EXCEPT SLABS ON GRADE. PROVIDE STATEMENT OF SPECIAL INSPECTIONS PER 1704.3 AND SCHEDULE OF INSPECTIONS (CONTINUOUS / PERIODIC) PER 1705 FOR ALL REQUIRED SPECIAL INSPECTION ELEMENTS.

SCHEDULE OF SPECIAL INSPECTIONS WILL BE PROVIDED DURING CONSTRUCTION.

5.2 WELDING RODS TO BE LOW HYDROGEN TYPE, E70 SERIES, PER AWS D1.1 TYPICALLY EXCEPT E-6010 SERIES FOR STEEL SHEET METAL PER AWS D1.3 AND REINFORCING WELDMENTS PER AWS D1.4. USE E80 SERIES WELDING RODS FOR A706 REBAR.

2.1 REFER TO THE GEO-TECHNICAL REPORT FOR CONCLUSIONS / RECOMMENDATIONS ON FOUNDATIONS, EXCAVATION, ETC.

GEO-TECHNICAL REPORT IS INCLUDED IN THE APPENDIX OF THE PROJECT'S TECHNICAL SPECIFICATIONS.

2.2 THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEO-TECHNICAL ASPECTS OF THIS PROJECT. THE

CITY SHALL EMPLOY A REGISTERED GEO-TECHNICAL ENGINEER TO PERFORM NECESSARY TESTING AND QUALITY CONTROL INSPECTIONS TO ENSURE THAT THE REQUIREMENTS OF THE SOILS REPORT ARE COMPLIED WITH.

MIG WELDERS MAY ALSO BE USED IF APPROPRIATE FOR FILLING OF SEAMS AND HOLES. 4" MAX. 3% - 5%
3" MAX.

STRUCTURAL POURS, ONE (1) FOR EVERY FIFTY (50) YARDS OF CONCRETE. HISTORICAL DATA SHALL BE SUBMITTED AND APPROVED

2.8 CONCRETE CYLINDERS SHALL BE TAKEN AND TESTED PER CODE BY A CITY-PROVIDED TESTING LABORATORY FOR PRIOR TO THE POUR IF NO TEST SAMPLES ARE TAKEN FOR POURS LESS THAN 50 CUBIC YARDS. 3% - 5%

2.1 CONCRETE MIXES SHALL BE DESIGNED BY A TESTING LABORATORY AND SUBMITTED TO THE CITY REPRESENTATIVE

2.10 THE CONTRACTOR SHALL SUBMIT PRODUCTS / METHODS TO THE CITY REPRESENTATIVE.

TO FIX ALL CRACKS AND DISPLACEMENTS LARGER THAN 1/16" FOR APPROVAL.

DEVICES AS MANUFACTURED BY ERICO PRODUCTS, INC. OR APPROVED EQUIVALENT MAY BE USED. SIZES AND TYPES SHALL BE SELECTED TO DEVELOP THE FULL TENSION STRENGTH OF THE BAR PER ICC-ES RESEARCH REPORT. 1/25/2024 6:19 PMC:\Users\Jon\New Line Skateparks\USA2020-010 (Gibbel Park, Hemet, CA) - Project Documents\Documentation\CAD\Sheets\2020010SP-0.1NO.dwg

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein.

SKATE PARK NOTES SP-0.1
15

Page 23 of 49 ends

16.C.

Page 205 of 468 ends

DY
H
T
T
SHED

PAVEMENT
GRASS
GRASS
GRASS
IRRIG

ASSEY TELE
PED

CURB & GUTTER

SIDEWALK

SIDEWALK
IRRIG
ASSEY
IRR
IRR
6'-0"
8'-0"
13'-3" 10'-0"
6'-0"
12'-3"
7'-10"
6'-0"
14'-5"
6'-0"
8'-0"
22'-4"
15'-10"
9'-0"
13'-9"
20'-0"6'-11"
31'-7"
16'-3"
9'-3"
10'-11"
12'-7"
6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T

RAMP DN
RAMP
DN
BB
5T
(P.A.)

DEVONSHIRE AVE

KIRBY ST
(P.A.)
(P.A.)
(P.A.)
(P.A.)
(P.A.)
(P.A.) (P.A.)
ST-01
ST-06
ST-05
ST-11
ST-13
ST-14
ST-09
ST-08
ST-08
ST-09
ST-14
ST-09
ST-12
ST-14
ST-09
ST-12
ST-09
ST-05
ST-02
ST-08
ST-12
6'-10"
16'-9"
16'-4"
ST-10
ST-02
ST-14
ST-05
ST-06
ST-03
ST-04
ST-09
ST-08
ST-02
ST-01 PROPOSED ALL WHEEL SKATE PARK, REFER TO 'SP'
SHEETS.

CONCRETE PAVING, MIN. 4" THICK. COLOR: NATURAL
GRAY, MEDIUM BROOM FINISH. INSTALL SAW CUT AND
EXPANSION JOINTS PER CITY STANDARDS.

CAPPED CONCRETE SEAT WALLS WITH SKATE BOARD
DETERRENT NOTCHES.

BID ALT. # 1: FABRIC SHADE SAIL BY POLIGON. DESIGN
AND COLORS TO BE DETERMINED.

BID ALT. # 2: 18" HIGH X 18" WIDE CAPPED CONCRETE

SEAT WALLS WITH SKATE BOARD DETERRENT
NOTCHES.

ALL WHEEL SKATE PARK RULES AND REGULATIONS
SIGN. SIGN TEXT TO BE REVIEWED AND APPROVED BY
CITY.
(NOT USED)

ARTIFICIAL TURF, REFER TO 'L' SHEETS

CONCRETE MOW CURB, REFER TO 'L' SHEETS'

ACCESSIBLE PARKING, RAMP, AND SIGN PER 'C' SHEETS

CITY STANDARD CONCRETE STEPS

FUTURE LIGHT POLE LOCATIONS, NOT INCLUDED IN
SKATE PARK SCOPE OF WORK.

DRY WELL PER 'C' SHEETS

CATCH BASIN AND GRATE AT PLANTING AREAS AND

ARTIFICIAL TURF, REFER TO 'C' SHEETS

PLANTING AREA - REFER TO 'L' SHEETS FOR IRRIGATION

AND PLANTING DESIGN

DESCRIPTIONSYMBOL

SKATE PARK SITE PLAN LEGEND
DETAIL
LC-02,
LC-03
(P.A.)
06-07/SP-5.4
03-04/SP-5.4
03-04/SP-5.4
ST-02
ST-03
ST-04
ST-05
ST-06
ST-07
ST-08
ST-09
ST-10
ST-11
ST-12
ST-13
ST-14
QTY.
3,600 SF
20 LF
70 LF
2 NOTES

1. TRASH RECEPTACLE, DRINKING FOUNTAIN AND BIKE RACK
LOCATIONS TO BE DETERMINED BY CITY. MANUFACTURER AND

MODEL NUMBER TO BE SELECTED BY CITY AND INSTALLED BY
OTHERS.

CONCRETE CROSS SLOPE SHALL NOT BE GREATER THAN 2%
PROVIDE 3/8" FELT EXPANSION JOINTS WHEN CONCRETE JOINS WITH A BLOCK WALL OR OTHER NOTES:

STRUCTURE

ALL CONCRETE MUST COMPLY WITH ADA REGULATIONS
2500 MIN. PSI GRAY CONCRETE
1/2" MIN. RADIUS AT ALL EDGES
3" THICK MIN. COMPACTED
FINISH GRADE (TOP OF MULCH) 1/2"
CONTROL JOINT PER DETAIL LC-03
DEPTH PER PLAN (4" MIN.)

W/ MEDIUM BROOM FINISH

BELOW CONCRETE FOR PLANTER
AND 1" BELOW FOR TURF
90% COMPACTED SUBGRADE

WASHED SAND
4' MAX.
#4 REBAR TYP.

PROVIDE #4 REBAR AT 4' SQUARE SPACING (2 CONTINUOUS ALONG SIDEWALKS)

ALL CONCRETE FORMS MUST BE INSPECTED PRIOR TO POURING

VALLEY-WIDE RECREATION & PARK DISTRICT
LC-02CONCRETE FLATWORK
CONCRETE LONGITUDINAL SLOPE SHALL NOT BE GREATER THAN 5% WITHOUT HANDRAILS CONCRETE SHALL NOT BE FLATTER THAN 0.5% TO AVOID PONDING

ALL CONCRETE AND SUBGRADES SHALL COMPLY WITH SOILS REPORT REFER TO ADDITIONAL REQUIREMENTS ON DETAIL LC-03
LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012

ALL JOINTS SHALL BE PERPENDICULAR TO CONCRETE EDGE
PROVIDE 3/8" FELT EXPANSION JOINTS WHEN CONCRETE JOINS WITH WALL OR BUILDING NOTES:

PROVIDE ALL RAMP JOINT TOOLING PER ADA STANDARDS

VALLEY-WIDE RECREATION & PARK DISTRICT
LC-03CONCRETE REBAR AND JOINTS
ALL JOINTS SHALL BE HAND TOOLED AND SAWCUT TO A DEPTH OF 1-1/2"

SAW CUTTING IN LIEU OF TOOLED JOINT MUST BE APPROVED IN WRITING BY THE DISTRICT 2500 MIN. PSI GRAY CONCRETE
PER DETAIL LC-02

EXPANSION JOINT (SEE NOTE)
A= WIDTH OF SIDEWALK
A
(10' MAX.)
A
B
A
1/2" MIN. TOOLED JOINT 3/4" DEEP

WALL OR BUILDING
B= 30' SPACING OR AGAINST

BUILDING OR WALL

EXPANSION JOINT (SEE NOTE)

ALIGN JOINT WITH RADIUS
PROVIDE 3/8" FELT EXPANSION JOINTS AT 30 FOOT SPACING TYP.

SPEED DOWELS SHALL BE USED BETWEEN EACH COLD JOINT POURS

SPEED DOWEL AT
COLD JOINTS TYP.
#4 REBAR TYP.

AND TIE WIRE WRAP

ALL CONNECTIONS
OVERLAP REBAR 24"
ALL REBAR MUST BE 2" FROM ANY EDGE OF CONCRETE AND BE SECURED TO A 2"X2" MINIMUM CONCRETE BLOCK AT 4' O.C. MINIMUM SPACING PER SPECS.

CONCRETE BLOCK TYP.

DRILL AND SECURE REBAR WITH EPOXY AGAINST ALL EXISTING COLD JOINTS WITH SPEED DOWELS 4' MIN.
4' MIN.

LD Consulting 2012 (Any deviation or reproduction of this design must be approved in writing by Valley-Wide Recreation & Park District) REV. 2012
1/25/2024 6:19 PMC:\Users\Jon\New Line Skateparks\USA2020-010 (Gibbel Park, Hemet, CA) - Project Documents\Documentation\CAD\Sheets\2020010SP-1.1ST.dwg

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein. 0 10 20 40
1" = 20'-0"SCALE :

SKATE PARK SITE PLAN & DETAILS SP-1.1
16

Page 24 of 49 ends

16.C.

Page 206 of 468 ends

SKATE PARK FEATURE LEGEND

SYMBOL DESCRIPTION

SKATE PARK ENTRY PLAZA WITH
SPECTATOR SEATING, SEE SP-1.1

SKATE PARK RULES & REGULATIONS
SIGN, SEE 03-04/SP-5.4. CITY TO

REVIEW AND APPROVE FINAL RULES &
REGULATIONS PRIOR TO FABRICATION.
3' HIGH BANKED HIP

STAGGERED HEIGHT BANKS
13 HIGH" FLAT BAR

LEDGE, MANUAL PAD AND PLANTER

STAIR SET WITH HUBBA LEDGES

3.5' HIGH QUARTER PIPE

HYBRID DITCH WITH GRIND LEDGE

ORGANIC FLOW BOWL WITH POOL

COPING AT DEEP END

STAIR SET WITH HUBBA LEDGE AND

FLAT / DOWN RAILS

HYBRID DITCH WITH BANKS, VOLCANO

EXTENSION AND BANKED HIPS

GRIND LEDGE
15" HIGH FLAT BAR

1.5' QUARTER PIPE WITH PLANTING
AREA
"BATHTUB" PRO-BOWL
4' HIGH QUARTER PIPE WITH HIP

RADIUS OF WALL, REFER TO SECTIONS

BANK / EMBANKMENT WALL WITH

SLOPE AND RADIUS AT BASE, REFER

TO SECTIONS
S-02
S-03
S-04
S-05
S-06
S-07
S-08
S-09
S-01
S-10
S-11
S-12
S-13
S-14
S-16
T
B
S-17
S-15

PLANTING
AREA

EXISTING

PARKING
LOT

PAVEMENT
IRR
6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T

RAMP DN
RAMP
DN
BB
5T
S-17
S-14
S-15
S-16
S-08
S-10
S-01
S-06
S-05
S-07
S-02
S-03
S-04
S-02
S-01
S-11
S-13
S-12
S-09
5 10 20
1" = 10'-0"SCALE :
0 1/25/2024 6:20 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein.

SKATE PARK FEATURE PLAN SP-1.2
17

Page 25 of 49 ends

16.C.

Page 207 of 468 ends

10/SP-5.3
1-3, 8/SP-5.2
11/SP-5.3

TURNDOWN WALL ON

THICKENED DECK
CF-01

CAST IN PLACE LEDGE / RAIL

FOUNDATION (THICKENED

TOP DECK, BANK OR STAIRS)
28 DAYS SMOOTH TROWEL4,000 P.S.I.TURNDOWN WALL

ADJACENT TO GRADE

CURE TIME DETAILFINISHSTRENGTHDESCRIPTIONSYMBOL

CONCRETE FOUNDATION AND WALL LEGEND
4,000 P.S.I.
4,000 P.S.I.
28 DAYS
28 DAYS

SMOOTH TROWEL

SMOOTH TROWEL
CF-02
CF-03

CONTRACTOR TO COORDINATE ALL PROJECT

SAMPLE REVIEWS, PROGRESS SITE VISITS WITH
CITY REPRESENTATIVE IN ADVANCE. CONTRACTOR

TO SUBMIT POUR SCHEDULE FOR REVIEW AND
APPROVAL PRIOR TO COMMENCING WORK.

THE FOLLOWING IS A SEQUENCING GUIDELINE FOR
THE CONTRACTOR'S SUBMITTAL:

1. INSTALL ALL CAST-IN-PLACE FORMS &
METAL FABRICATIONS.

2. POUR ALL CAST-IN-PLACE LEDGES, BREAK
FORMS AND FINISH.

3. INSTALL ALL METAL FABRICATIONS FOR
SHOTCRETE AREAS AND FORM WORK.

4. INSTALL ALL REQUIRED REBAR PER PLANS
AND SPECIFICATIONS.

5. INSTALL ALL SHOTCRETE AND SPECIALTY
POURS PER PLANS AND SPECIFICATIONS.

6. BREAK ALL SHOTCRETE AND SPECIALTY
FORMS PRIOR TO POURING FLATWORK.

7. POUR ALL TOP DECKS.

8. POUR ALL BOTTOM AREAS LAST.

CONCRETE MATERIAL NOTES

1. CONTRACTOR TO SUBMIT POUR SCHEDULE TO
CITY REPRESENTATIVE.

2. CONTRACTOR TO SUBMIT PROPOSED START

AND STOP FORM LOCATIONS FOR ALL

CONCRETE WORK SHOWN FOR REVIEW AND
APPROVAL BY CITY REPRESENTATIVE.

3. CONTRACTOR TO BUILD ALL TEMPLATES AND

FORMS WITH TRUE ARCS AND TANGENTS

MATCHING SECTIONS AND PROFILE

DIMENSIONS WITHIN THE CONSTRUCTION
DOCUMENTS.

4. CONTRACTOR TO POUR ON-SITE SAMPLES OF

CAST-IN-PLACE AND SHOTCRETE WORK PER
THE SPECIFICATIONS. SAMPLES CANNOT BE
PART OF THE PROJECT WORK.

5. ALL CONCRETE FINISH WORK TO BE

PERFORMED BY QUALIFIED CONTRACTOR

WHO IS ABLE TO MEET THE TOLERANCES

MENTIONED IN THE PROJECT'S TECHNICAL
SPECIFICATIONS.

6. FINISH WORK NOT MEETING THE TOLERANCES,

FINISH AND TOOLING FROM ON-SITE SAMPLES
WILL BE REJECTED.

7. CONTRACTOR TO VERIFY FEATURE
ELEVATIONS WITH SECTIONS. IF A

DISCREPANCY OCCURS, CONTRACTOR SHALL

CONTACT CITY REPRESENTATIVE
IMMEDIATELY.

CONCRETE POUR SEQUENCE

GUIDELINES
6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T
BB
5T
CF-01
CF-02 CF-02
CF-01
CF-03
CF-01
CF-02
CF-02
CF-03
CF-01
CF-03
CF-03
CF-02
CF-03CF-01
CF-01
CF-03
CF-02
CF-03
CF-03
CF-02
5 10 20
1" = 10'-0"SCALE :
0 1/25/2024 6:20 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein.

SKATE PARK CONCRETE
FOUNDATION PLAN SP-1.3
18

Page 26 of 49 ends

16.C.

Page 208 of 468 ends

6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T
BB
5T
CM-01
CM-02
CM-01
CM-02
CM-05
CM-01
CM-03
CM-04
CM-03
CM-02CM-03
CM-01
CM-06
CM-01
CM-06
CM-02
CM-04
CM-03
CM-01
CM-02
CM-02
CM-07
CM-01
CM-01
CM-03
CM-07
CM-02
CM-07
CM-05
3/SP-5.2
1-2/SP-5.2
6-8/SP-5.1
1/SP-5.1
CM-04 SMOOTH TROWEL28 DAYS4,000 P.S.I.CAST IN PLACE STAIRS CM-03
CM-02

SMOOTH TROWEL

SMOOTH TROWEL
28 DAYS
28 DAYS

CAPPED CAST IN PLACE
LEDGE
28 DAYS SMOOTH TROWEL
4,000 P.S.I.
4,000 P.S.I.
4,000 P.S.I.
6" THK. SHOTCRETE BOWL /
BANK
5" THK. CONCRETE TOP DECK

CONCRETE MATERIAL LEGEND
CM-01

CURE TIME DETAILFINISHSTRENGTHDESCRIPTIONSYMBOL
CM-05 SMOOTH TROWEL28 DAYS4,000 P.S.I.CAST IN PLACE LEDGE (NO CAP)
CM-06 SMOOTH TROWEL28 DAYS4,000 P.S.I. 5/SP-5.16" THK. CAST IN PLACE BANK 8/SP-5.2
1/SP-5.328 DAYS SMOOTH TROWEL4,000 P.S.I.6" THK. CONCRETE

FLATBOTTOM
CM-07

CONCRETE MATERIAL NOTES

1. CONTRACTOR TO SUBMIT POUR SCHEDULE FOR REVIEW AND APPROVAL BY SKATE PARK DESIGNER.

2. CONTRACTOR TO SUBMIT PROPOSED START AND STOP FORM LOCATIONS FOR ALL CONCRETE WORK SHOWN FOR REVIEW AND APPROVAL BY SKATE PARK DESIGNER.

3. CONTRACTOR TO BUILD ALL TEMPLATES AND FORMS WITH TRUE ARCS AND TANGENTS MATCHING SECTIONS AND PROFILE DIMENSIONS WITHIN THE CONSTRUCTION DOCUMENTS.

4. CONTRACTOR TO POUR ON-SITE SAMPLES OF CAST-IN-PLACE AND SHOTCRETE WORK PER THE SPECIFICATIONS. SAMPLES CANNOT BE PART OF THE PROJECT WORK.

5. ALL CONCRETE FINISH WORK TO BE PERFORMED BY QUALIFIED CONTRACTOR WHO IS ABLE TO MEET THE TOLERANCES MENTIONED IN THE PROJECT'S TECHNICAL SPECIFICATIONS.

6. FINISH WORK NOT MEETING THE TOLERANCES, FINISH AND TOOLING FROM ON-SITE SAMPLES WILL BE REJECTED.

7. CONTRACTOR TO VERIFY FEATURE ELEVATIONS WITH SECTIONS. IF A DISCREPANCY OCCURS, CONTRACTOR SHALL CONTACT SKATE PARK DESIGNER IMMEDIATELY.

8. ALL BANKS LESS THAN 3' HIGH MAY BE CAST IN PLACE, IN LIEU OF SHOTCRETE, UPON SKATE PARK DESIGNER'S APPROVAL.
5 10 20
1" = 10'-0"SCALE :
0 1/25/2024 6:20 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein.

SKATE PARK CONCRETE
MATERIAL PLAN SP-1.4
19

Page 27 of 49 ends

16.C.

Page 209 of 468 ends

CJCJCJCJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJCJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
SJ
SJ
SJ
SJ SJ
SJ
SJ
SJ
SJ
CJ
SJ
SJ
SJ
SJ

SJSJ SJSJ
SJSJ
SJSJ
SJ
SJ
EJ
EJ
EJ
EJCJ
SJ
SJ
CJSJ
SJ
CJ
SJ
SJ
SJ
SJ
SJ
SJ
CJ
CJ
CJ
SJ
CJ
SJ
CJ
CJ
CJ
CJ
SJ
SJ
CJ
SJ
CJ
CJ
SJ
SJ
SJ
SJCJ
CJ
CJ
CJ
CJ
SJ
SJ
SJ
SJ
SJ
CJ
CJ
CJ
SJ
CJ
CJ
SJ
SJ
SJ
SJ
CJ
SJ
CJ
CJ
CJ CJ
CJ
CJ
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJ SJ
CJ
EJ
EJ
EJ
SJCJ
CJ
CJ
CJ SJ
CJ
CJ
SJ
CJ
CJ
CJ
SJ
EJ EJ
CJ
SJ SJ
CJCJ
CJ
CJ
CJ
CJ
SJ
SJ
SJ
SJ
SJ
SJ
CJ CJ
EJEJ
CJ
SJSJ
CJCJ
CJ
EJ
CJ
CJ SJ
SJ
CJ SJ
CJ
CJ
SJ
SJ
SJ
SJ
CJ
CJ
CJ
SJ
SJ
SJ
SJ
CJ
SJ
SJ
CJ
CJ

CJ SJ CJ
CJ
CJ
CJ
SJ
SJ
CJ
CJCJ
CJSJ
SJ SJ
CJ
CJ
EJ
SJ SJ
SJ
CJ
SJ
CJ
CJ
CJ
SJ SJ
SJ
CJ
SJ SJ
CJ
CJ
SJ
CJ
CJ
CJ CJ
CJ
EJ
SJ
CJ
EJ EJ
SJ SJ
CJ
CJ
CJ
CJ
CJ
CJ

SJ SJ SJ

CJ CJ CJ
CJ
CJ

CJSJ SJ SJ
CJCJ
CJ
EJ
EJ
EJ
EJ
CJCJ
CJ
CJ

SJ SJ SJ
SJ
SJ
SJ
CJ
SJ
SJ
SJ
SJ
CJ
CJ CJ
SJ
SJ
SJ

SJ SJ SJ
CJ
CJ
CJ
SJ
SJ
CJ
CJ
CJ
CJ
SJ
SJ
SJ
CJ
CJ
CJ
SJ
SJ
SJ
SJ
SJ
CJ
CJ
EJ
CJ
CJ
SJ
CJ
CJ
SJ
CJ
CJ
SJ
CJ
CJ CJ
CJ
SJ
SJ CJ
SJ
CJCJ
EJ
CJ
CJ
CJ
CJ CJ
CJ
SJSJ
SJ
SJ
SJ
CJ
CJ
CJ
CJ
CJ
CJSJ

SJ SJ SJ
CJ CJ
CJ
SJ SJ
SJ
SJ
CJ
SJ

CJ CJ CJ
6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T
BB
5T

SYMBOL DESCRIPTION DETAIL

CONCRETE JOINTING LEGEND

CJ - CONSTRUCTION JOINT

SJ - SAWCUT JOINT
02-04,07 /SP-5.3
05/SP-5.3
EJ - EXPANSION JOINT 06/SP-5.3

SCULPTURAL BLEND ZONE

PROVIDE CUSTOM CONCRETE BLENDING FOR
SMOOTH TRANSITIONS. THESE AREAS

TYPICALLY REQUIRE GREATER HAND WORK

AND QUALITY CONTROL TO ENSURE THAT

BLENDS DO NOT RESULT IN IRREGULAR
CONCRETE SURFACE CONDITIONS. THESE

AREAS NEED TO BE REVIEWED AND

APPROVED AT THE FINE GRADING STAGE,

PRIOR TO CONCRETE PLACEMENT, BY THE
SKATE PARK DESIGNER.

1. CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE.

2. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND

APPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS
INDICATED AND APPROVED BY CITY REPRESENTATIVE.

3. PLACE JOINTS PERPENDICULAR TO MAIN REINFORCEMENT.

CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS,
UNLESS OTHERWISE INDICATED.

4. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER

SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR
DIAMOND-RIMMED BLADES. CUT 1/8-INCH WIDE JOINTS INTO

CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR

OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE
DEVELOPS RANDOM CONTRACTION CRACKS.

5. ALL CONTROL JOINTS SHALL BE SEALED PER REFERENCED
DETAILS.

6. CLEAN ALL JOINTS THOROUGHLY DEBRIS AND DUST FREE PRIOR TO ANY SEALANT APPLICATION.

7. CONCRETE MUST BE CURED TO SPECIFIED STRENGTH PRIOR TO APPLYING SEALANT.

8. CONTRACTOR MUST SUBMIT A POUR SCHEDULE DESIGNATING

ALL START AND STOP FORM LOCATIONS PRIOR TO START OF
CONSTRUCTION.

9. THE JOINTING PLAN IS DIAGRAMMATIC IN NATURE.

CONTRACTOR TO APPLY ADDITIONAL JOINTING AND CRACK

PREVENTION MEASURES REQUESTED ONLY AFTER IT IS
APPROVED BY CITY REPRESENTATIVE.

CONCRETE JOINTING NOTES
5 10 20
1" = 10'-0"SCALE :
0 1/25/2024 6:20 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein.

SKATE PARK CONCRETE
JOINTING PLAN SP-1.5
20

Page 28 of 49 ends

16.C.

Page 210 of 468 ends

6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T
BB
5T
CC-01
CC-01
CC-01
CC-01
CC-01
CC-01 CC-01
CC-01
CC-03
CC-03
CC-03
CC-03
CC-03
CC-03
CC-04
CC-04
CC-04
CC-04
CC-04
CC-04
CC-04
CC-04 CC-04
CC-02
CC-02
CC-02
CC-02
CC-02
CC-02
CC-02

SYMBOL DESCRIPTION
CC-01

CONCRETE COLOR LEGEND

NATURAL GRAY CONCRETE
CC-02 PALOMINO / DAVIS 5447 (OR APPROVED EQUAL),

INTEGRAL COLOR
CC-03 LEDGE CAP PALOMINO / DAVIS 5447 (OR

APPROVED EQUAL), INTEGRAL COLOR

LEDGE BASE NATURAL GRAY
CC-04 GRAPHITE / DAVIS 8084 (OR APPROVED EQUAL),

INTEGRAL COLOR

CONTRACTOR TO COORDINATE ALL PROJECT SAMPLE REVIEWS,
PROGRESS SITE VISITS WITH CITY REPRESENTATIVE IN ADVANCE.

CONTRACTOR TO SUBMIT POUR SCHEDULE FOR REVIEW AND
APPROVAL PRIOR TO COMMENCING WORK.

THE FOLLOWING IS A SEQUENCING GUIDELINE FOR THE CONTRACTOR'S SUBMITTAL:

1. INSTALL ALL CAST-IN-PLACE FORMS & METAL FABRICATIONS.

2. POUR ALL CAST-IN-PLACE LEDGES, BREAK FORMS AND
FINISH.

3. INSTALL ALL METAL FABRICATIONS FOR SHOTCRETE AREAS
AND FORM WORK.

4. INSTALL ALL REQUIRED REBAR PER PLANS AND
SPECIFICATIONS.

5. INSTALL ALL SHOTCRETE AND SPECIALTY POURS PER PLANS
AND SPECIFICATIONS.

6. BREAK ALL SHOTCRETE AND SPECIALTY FORMS PRIOR TO
POURING FLATWORK.

7. POUR ALL TOP DECKS.

8. POUR ALL BOTTOM AREAS LAST.

CONCRETE POUR SEQUENCE GUIDELINES
5 10 20
1" = 10'-0"SCALE :
0 1/25/2024 6:20 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein.

SKATE PARK CONCRETE COLOR PLAN SP-1.6
21

Page 29 of 49 ends

16.C.

Page 211 of 468 ends

6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T
BB
5T
MM-01
PC-01
MM-01
MM-04
MM-01
MM-01
MM-03
MM-03
MM-05
MM-03
MM-06
MM-02
MM-02
MM-03
MM-02
MM-01
MM-01
MM-03
MM-07
MM-04
MM-07MM-03
MM-02
MM-04
MM-04
MM-04
MM-05
MM-04
MM-02
MM-02
MM-02
MM-03
MM-02
MM-02
MM-02
MM-06

SYMBOL DESCRIPTION DETAIL
MM-01

METAL MATERIAL LEGEND
2-3/8” O.D. ROUND

STEEL PIPE COPING
4, 8-9/SP-5.5
6" x 1/4" x 1-7/8" C-CHANNEL

EDGING (FLUSH)
C6X8.2 - 2.00" x 6.00" x 0.1875"
O.D. SIZE / GAUGE
MM-02
MM-03
MM-04
2-3/8” O.D. ROUND PIPE RAILMM-05 C6X8.2 - 2.00" x 6.00" x 0.1875" 6" x 1/4" x 1-7/8" C-CHANNEL

EDGING WITH TABS &

EXPANSION ANCHORS (AT

CANTILEVERED LEDGE CAPS)
1/4" THK. CUSTOM ANGLED

PLATE EDGING
C6X8.2 - 2.00" x 6.00" x 0.1875"
6/SP-5.2
5/SP-5.2
1-3/SP-5.5
6/SP-5.5
MM-06 1/4" THK. CUSTOM CUT STEEL
PLATE 4/SP-5.2
2” x 6" SQUARE PIPE RAIL AND
2" x 2" (SQUARE) POSTSMM-07
1-3/SP-5.5

METAL MATERIAL NOTES

1. ALL METAL FABRICATION SIZES ARE NOMINAL.

2. ALL METAL FABRICATIONS SHOWN ARE TO BE HOT DIPPED GALVANIZED UNLESS NOTED OTHERWISE.. REFER TO SKATE PARK COLOR PLAN FOR PAINT COLORS IF PRIMING AND PAINTING.

3. QUALIFICATIONS OF CONTRACTOR: PROVIDE AT LEAST ONE PERSON WHO SHALL BE

PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK, AND WHO

SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE

REFERENCED STANDARDS, THE REQUIREMENTS OF THIS WORK, AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION.

4. WELDS NECESSARY TO CONNECT ALL COPING AND METAL FABRICATION SHOULD BE DONE

BY CERTIFIED WELDER, GROUND SMOOTH, DE-BURRED AND COATED PER SPECIFICATIONS.

5. PROTECT ALL FINISH WORK ADJACENT TO METAL FABRICATION EFFORTS TO PREVENT ANY STAINING.

6. SAMPLES: REQUIRED FOR ALL COPING, RAILS, FENCING AND EDGING OF SKATE PARK.

SUBMIT FINISH METAL SAMPLES FOR FINAL FINISH REQUIRED PRIOR TO DELIVERY TO SITE.

7. STEEL COPING: ROLL PIPE TO CONFORM WITH HORIZONTAL CONTROL RADII AT CENTERLINE OF PIPE.

8. REFER TO DETAIL 4/SP5.5 FOR COPING SUPPORT. CONTRACTOR TO SUBMIT DETAIL ALONG

WITH SHOP DRAWINGS FOR APPROVAL IF USING A DIFFERENT COPING SUPPORT PRIOR TO FABRICATION.

SYMBOL DESCRIPTION DETAIL
PC-01

POOL COPING & TILE LEGEND
12" WIDE POOL COPING AND
2" SQ. TILES
5/SP-5.4
5 10 20
1" = 10'-0"SCALE :
0 1/25/2024 6:20 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein.

SKATE PARK METAL
MATERIAL PLAN SP-1.7
22

Page 30 of 49 ends

16.C.

Page 212 of 468 ends

6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T
BB
5T
PC-01
MC-01
MC-01
MC-01
MC-01MC-01
MC-01
MC-01
MC-01
MC-01
MC-01
MC-01
MC-01
MC-01
MC-01
MC-01
MC-01
MC-01
MC-01
MC-01
MC-01
MC-01
MC-01 MC-01
MC-01
MC-01
MC-01
MC-01

SYMBOL DESCRIPTION

METAL COLOR / FINISH LEGEND
MC-01 GALVANIZED & PAINTED METAL
PAINT: SEMI-GLOSS FEDERAL COLOR DARK GRAY
(26008) BY ACROLON OR APPROVED EQUAL.

METAL PAINTING NOTES

1. SURFACE PREPARATION OF GALVANIZED SURFACES SHALL
BE IN ACCORDANCE WITH SSPC SP16 AND ASTM D6386:

A. ALL AREAS CONTAINING VISIBLE CONTAMINANTS SHALL
BE SOLVENT CLEANED IN ACCORDANCE WITH SSPC SP1
SOLVENT CLEANING.

B. ALL AREAS CONTAINING NON-VISIBLE CONTAMINANTS

SHALL BE PRESSURE WASHED CLEAN WITH CHLOR-RID
PER MANUFACTURER'S SPECIFICATIONS.

C. GALVANIZED SURFACES SHALL BE SWEEP-BLASTED TO
ACHIEVE A SLIGHT ANGULAR SURFACE PROFILE 1 MIL. MIN.

BLAST OF THE GALVANIZING SHALL BE DONE IN SUCH A

MANNER AS TO NOT DAMAGE OR REMOVE ANY OF THE
GALVANIZING. ANY GALVANIZING THAT IS DAMAGED SHALL
BE REPAIRED IN ACCORDANCE WITH ASTM A780. BLASTED

SURFACES SHALL BE CLEAN, DRY, AND FREE OF

CORROSION PRODUCTS AT TIME OF APPLICATION OF
PAINT.

2. FINISH COAT SHALL BE ACROLON 218, MINIMUM DFT. 2.0 MILS. COLOR OF FINISH COAT SHALL HAVE FEDERAL

STANDARD COLOR AS NOTED AND HAVE A SEMI-GLOSS
FINISH. APPLICATION OF PAINT SHALL FOLLOW THE
MANUFACTURER'S RECOMMENDATIONS.

3. CONTRACTOR SHALL SUBMIT PAINTED SAMPLES TO CITY

REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO
FABRICATION, GALVANIZING AND PAINTING.

SYMBOL DESCRIPTION
PC-01

POOL COPING & TILE COLOR LEGEND
12" WIDE POOL COPING - NATURAL GRAY
6" WIDE BORDER CONSISTING OF 3 ROWS OF
2"X2" MOSAIC TILES
RANDOM PATTERN MIX:
1/3 ALMOND (D335)
1/3 WATERFALL (D169)
1/3 DESERT GRAY (D014)

MANUFACTURED BY DALTILE OR APPROVED

EQUIVALENT
5 10 20
1" = 10'-0"SCALE :
0 1/25/2024 6:20 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein.

SKATE PARK METAL
COLOR PLAN SP-1.8
23

Page 31 of 49 ends

16.C.

Page 213 of 468 ends

Note: Perspective views not for
construction reference.

Alterations have been made to model during
detailed design phase.

Image shown to display broader design
concept only.
1/25/2024 6:20 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein.

SKATE PARK
PERSPECTIVE VIEWS SP-1.9
24 Note: Not for construction reference.

Alterations will be made to model during detailed design phase Images are shown to display broader design concept only.

BANKED HIP
View 1
View 3
View 2
View 4

FLAT RAIL

QUARTER PIPE WITH

PLANTING AREA

HUBBA LEDGE

BATHTUB BOWL

HYBRID DITCHORGANIC FLOW BOWL BANKED HIP

QUARTER PIPE WITH

PLANTING AREA

LEDGE, MANUAL PAD,

PLANTER

STACKED BANKS

FLAT RAIL GRIND LEDGE STAIR SET WITH HUBBA LEDGE AND RAILS ORGANIC FLOW BOWL SPECTATOR SEATING

Page 32 of 49 ends

16.C.

Page 214 of 468 ends

6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T

RAMP DN
RAMP
DN
BB
5T
GRASS
L1 L2 L3 L4 L5 L6 L7 L8 L9
L10
L11
L12
L13
L14
L15
C1
L16
L17
L18
C2
C3
C4
L19
L20L21
L22
C5L23
C6
L24 L25
C7L26
L27
L28
L29
L30
L31
L32
L33 L34
L35
L36
L37 L38 L39 L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51L52 L53
L54 L55L56
L57
L58
C8L59L60L61L62L63
L64
L65
L66 L67
L68
L69
L70
L71
L72
C9
L73
L74
L75
L76
L77
L78
L79
L80
L81
L82
C10
L83C11
L84
C12
L85
C13 L86 C14
L87
C15L88C16
L89
C17 L90
C18 L91
L92
C19
L93
L94
L95
L96
L97
L98
L99
L100
L101
C20
L102
L103
C21
L104C22
L105
L106
C23
L107
L108
L109
L110
L111
L112
L113
R4.50
C24
L114
C25
L115
L116
C26
C27
C28C29L117
C30C31
L118 L119 L120
C32
L121
L122
L123 C33
L124
L125
C34
L126
C35
L127
C36
L128
C37
L129C38
C39 L130
C40 L131
C41
L132
C42
L133
L134
C43
L135
L136
L137
L138
L139
L140
C44
C45
C46
L141
L142 L143 C47
C48
C49 L144
L145
L146
L147
L148
L149
L150
L151
L152L153L154L155
L156 L157
L158
L159
L160
L161
L162
L163
L164
L165
L166
L167
L168
C50

LAYOUT PLAN - LINES & CURVESA
* CONTRACTOR RESPONSIBLE FOR

SURVEY WORK

COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY THE

CONTRACTOR TO ENSURE THAT THE LOCATION IS

CONSISTENT WITH THE DIMENSIONS AND GRAPHIC

LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION
PLANS. IN THE CASE OF A DISCREPANCY WITH ANY

COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL

BE RESPONSIBLE TO NOTIFY THE CITY PRIOR TO

COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY
BE AFFECTED.

ALL COORDINATES SHOWN AT THE BOTTOM OF ALL

BANKS/ TRANSITIONS NEED TO BE CHECKED AGAINST
THE CROSS SECTIONS FOR ACCURACY.

BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE
LOCATION OF SOME OR THE POINTS MAY BE OBSCURED.

REFER TO THE LAYOUT DATA FOR THE ACTUAL
LOCATIONS FOR ALL POINTS.

NOTE:
1/25/2024 6:20 PMC:\Users\Jon\New Line Skateparks\USA2020-010 (Gibbel Park, Hemet, CA) - Project Documents\Documentation\CAD\Sheets\2020010SP-2.1LP.dwg

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein. 5 10 20
1" = 10'-0"SCALE :
0 SKATE PARK LAYOUT PLAN SP-2.1
25

Page 33 of 49 ends

16.C.

Page 215 of 468 ends

6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T

RAMP DN
RAMP
DN
BB
5T
GRASS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 313233
34 35
36 37
38 3940
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60 61
62 63
64 65
66 67
68 69
70 7172
73 7475
76 77
78 79
80 81
82 8384
8586
8788
89 90 91
92 93 94 95
96 97
98 99
100 101
102 103 104
105
106107
108 109
110
111
112
113
114
115
116
117
118
119120
121
122
123
124125
126
127
128
129 130
131
132
133 134
135
136
137
138139
140
141
142
143
144
145 146 147
148
149150
151
152
153
154
155
156 157
158
159
160 161
162163
164
184
185
186
187
188
189
190
191
192
193
194
195
196
197198
199
200
201
202
203
204
205
206
207
208209
210
211
212
213
214
215
216217218
219
220
221
222
223
224 225
226
227 228
229
230
231 232
233
234
235
236
237
238
239
240
241
242
243
244245246
247248
249
250251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268 269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
285
286
287
288 289
290
291 292 293
294
295 296
297
1004 1005
1006 1007 1008 1009 1010
1011
1012101310141015
10161017
1018
10191020
10211022
1023
1024
1025
1026
1027
1028
1096
1097
1031
1032 10331034 1035 1036
1037103810391040
10411042
1043
1044
1045 1046
1047
1048
1049
1050 1051
1052
1053
1054
1055
1056
1057
1058
1059
1060
1061
1062
1063
1068
10691070
1071
R4.50
298
* CONTRACTOR RESPONSIBLE FOR

SURVEY WORK

COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY THE

CONTRACTOR TO ENSURE THAT THE LOCATION IS

CONSISTENT WITH THE DIMENSIONS AND GRAPHIC

LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION
PLANS. IN THE CASE OF A DISCREPANCY WITH ANY

COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL

BE RESPONSIBLE TO NOTIFY THE CITY PRIOR TO

COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY
BE AFFECTED.

ALL COORDINATES SHOWN AT THE BOTTOM OF ALL

BANKS/ TRANSITIONS NEED TO BE CHECKED AGAINST
THE CROSS SECTIONS FOR ACCURACY.

BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE
LOCATION OF SOME OR THE POINTS MAY BE OBSCURED.

REFER TO THE LAYOUT DATA FOR THE ACTUAL
LOCATIONS FOR ALL POINTS.

NOTE:

LAYOUT PLAN - POINTSA
1/25/2024 6:20 PMC:\Users\Jon\New Line Skateparks\USA2020-010 (Gibbel Park, Hemet, CA) - Project Documents\Documentation\CAD\Sheets\2020010SP-2.1LP.dwg

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein. 5 10 20
1" = 10'-0"SCALE :
0 SKATE PARK LAYOUT PLAN SP-2.2
26

Page 34 of 49 ends

16.C.

Page 216 of 468 ends

Site Layout Point Table
Point #
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
Northing
2217625.29
2217625.29
2217625.29
2217625.29
2217625.28
2217625.28
2217625.29
2217625.29
2217625.29
2217625.28
2217625.28
2217625.28
2217625.29
2217625.29
2217625.29
2217594.08
2217590.30
2217587.04
2217582.00
2217565.62
Easting
6334021.91
6334036.11
6334044.75
6334049.52
6334061.52
6334078.39
6334088.39
6334094.41
6334103.91
6334130.04
6334143.79
6334156.04
6334166.96
6334172.65
6334185.61
6334185.61
6334180.22
6334175.55
6334168.36
6334159.84
Site Layout Point Table
Point #
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
Northing
2217523.65
2217521.39
2217508.10
2217500.63
2217493.67
2217487.96
2217484.74
2217482.52
2217476.70
2217479.63
2217475.98
2217474.49
2217474.49
2217479.47
2217491.49
2217497.29
2217500.79
2217501.85
2217504.79
2217504.79
Easting
6334159.84
6334164.93
6334166.41
6334164.99
6334161.94
6334156.80
6334149.82
6334140.22
6334115.14
6334112.08
6334102.73
6334094.81
6334068.92
6334056.90
6334051.92
6334051.92
6334051.92
6334051.92
6334048.92
6334019.13
Site Layout Point Table
Point #
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
Northing
2217513.79
2217519.16
2217539.35
2217546.00
2217550.00
2217569.80
2217571.66
2217585.16
2217589.04
2217596.79
2217602.04
2217610.67
2217612.79
2217605.45
2217622.79
2217622.79
2217617.54
2217617.54
2217617.54
2217609.04
Easting
6334019.13
6334019.13
6334019.13
6334012.48
6334008.61
6334008.61
6334010.46
6334010.46
6334014.34
6334021.91
6334021.91
6334021.91
6334033.91
6334041.25
6334061.52
6334078.39
6334094.41
6334103.91
6334102.33
6334094.41
Site Layout Point Table
Point #
61 62
63 64
65 66
67 68
69 70
71 72
73 74
75 76
77 78
79 80
Northing
2217609.04
2217609.04
2217603.04
2217601.79
2217603.04
2217601.79
2217593.79
2217593.91
2217593.91
2217570.67
2217570.67
2217570.67
2217562.09
2217550.09
2217550.09
2217547.34
2217545.84
2217542.69
2217542.69
2217545.84
Easting
6334102.33
6334103.91
6334094.41
6334094.41
6334104.91
6334104.91
6334103.91
6334100.57
6334107.14
6334107.14
6334100.57
6334100.11
6334100.11
6334088.11
6334076.79
6334076.91
6334076.91
6334076.91
6334051.92
6334051.92
Site Layout Point Table
Point #
81 82
83 84
85 86
87 88
89 90
91 92
93 94
95 96
97 98
99 100
Northing
2217547.34
2217548.53
2217539.66
2217539.66
2217555.77
2217555.77
2217548.53
2217548.52
2217548.52
2217555.76
2217555.76
2217551.76
2217551.76
2217550.08
2217550.08
2217555.76
2217586.82
2217572.82
2217591.38
2217597.66
Easting
6334051.92
6334052.05
6334046.10
6334044.85
6334046.10
6334044.85
6334038.91
6334032.41
6334018.63
6334032.41
6334038.91
6334032.41
6334038.91
6334061.41
6334067.41
6334021.91
6334041.82
6334041.82
6334054.29
6334060.57
Site Layout Point Table
Point #
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
Northing
2217597.66
2217593.79
2217593.79
2217593.91
2217576.32
2217569.29
2217569.29
2217573.86
2217573.86
2217575.59
2217577.46
2217584.94
2217589.35
2217593.79
2217591.79
2217591.79
2217591.91
2217591.91
2217579.07
2217579.89
Easting
6334073.77
6334073.79
6334077.33
6334081.90
6334081.91
6334074.31
6334051.80
6334051.92
6334053.80
6334053.80
6334053.92
6334051.92
6334056.32
6334060.76
6334061.59
6334073.72
6334075.60
6334077.33
6334075.60
6334073.73
Site Layout Point Table
Point #
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
Northing
2217575.59
2217577.46
2217575.59
2217576.59
2217576.59
2217575.59
2217555.79
2217562.09
2217622.53
2217622.53
2217599.31
2217601.10
2217606.04
2217606.04
2217594.76
2217592.60
2217581.47
2217573.49
2217573.49
2217576.26
Easting
6334071.84
6334071.10
6334067.82
6334067.82
6334057.82
6334057.82
6334088.11
6334094.41
6334130.04
6334143.79
6334166.96
6334172.65
6334129.91
6334143.91
6334139.33
6334143.49
6334151.28
6334147.12
6334125.95
6334121.44
Site Layout Point Table
Point #
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
Northing
2217581.96
2217586.30
2217592.00
2217594.76
2217590.69
2217590.69
2217590.26
2217579.14
2217577.56
2217577.56
2217578.10
2217583.80
2217584.46
2217580.69
2217584.13
2217589.69
2217589.69
2217586.29
2217584.08
2217584.08
Easting
6334118.55
6334118.55
6334121.44
6334125.95
6334125.95
6334139.33
6334140.15
6334147.94
6334147.12
6334125.95
6334125.07
6334122.18
6334122.18
6334124.88
6334123.14
6334125.96
6334139.33
6334141.72
6334138.57
6334131.57
Site Layout Point Table
Point #
161
162
163
164
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
Northing
2217585.71
2217579.56
2217579.56
2217581.14
2217535.25
2217523.34
2217504.83
2217496.43
2217494.20
2217499.44
2217515.57
2217528.32
2217551.82
2217527.49
2217528.74
2217533.74
2217541.13
2217535.92
2217536.23
2217513.09
Easting
6334140.89
6334145.20
6334126.57
6334125.77
6334148.79
6334148.05
6334152.35
6334147.11
6334137.51
6334129.11
6334125.49
6334118.91
6334129.20
6334132.00
6334137.40
6334128.45
6334131.68
6334137.84
6334132.82
6334133.57
Site Layout Point Table
Point #
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
Northing
2217515.12
2217503.40
2217501.37
2217534.57
2217539.68
2217544.26
2217536.65
2217524.70
2217516.30
2217514.27
2217508.55
2217507.07
2217507.29
2217490.56
2217484.04
2217484.28
2217486.40
2217486.63
2217486.63
2217486.21
Easting
6334142.33
6334145.05
6334136.29
6334086.67
6334089.86
6334099.98
6334108.08
6334110.85
6334105.62
6334096.85
6334098.18
6334101.56
6334101.69
6334106.50
6334090.37
6334090.46
6334086.73
6334086.10
6334077.02
6334076.21
Site Layout Point Table
Point #
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
Northing
2217482.93
2217491.49
2217500.79
2217500.79
2217513.79
2217513.79
2217526.56
2217535.30
2217535.05
2217532.76
2217529.07
2217526.67
2217525.86
2217527.77
2217530.66
2217535.96
2217535.06
2217523.15
2217517.77
2217512.39
Easting
6334066.15
6334059.92
6334059.92
6334058.83
6334058.83
6334059.92
6334059.92
6334065.07
6334075.21
6334078.87
6334071.49
6334075.34
6334080.25
6334088.48
6334092.52
6334095.83
6334101.23
6334103.99
6334080.80
6334075.12
Site Layout Point Table
Point #
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
Northing
2217509.44
2217499.87
2217499.30
2217498.72
2217494.24
2217493.67
2217493.67
2217490.34
2217491.49
2217496.25
2217505.44
2217506.33
2217507.57
2217510.57
2217512.30
2217514.18
2217513.43
2217510.52
2217509.31
2217505.69
Easting
6334074.27
6334079.54
6334081.51
6334081.86
6334081.78
6334081.28
6334077.02
6334070.51
6334066.96
6334094.81
6334084.47
6334081.41
6334080.73
6334081.59
6334083.16
6334091.25
6334092.45
6334093.13
6334092.34
6334085.45
Site Layout Point Table
Point #
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
Northing
2217509.66
2217489.30
2217481.29
2217513.79
2217513.79
2217526.56
2217513.79
2217519.16
2217517.76
2217517.76
2217519.16
2217519.16
2217540.02
2217555.63
2217530.64
2217579.82
2217564.91
2217607.79
2217611.29
2217553.29
Easting
6334103.32
6334109.09
6334089.50
6334051.92
6334045.22
6334066.96
6334025.83
6334029.83
6334034.02
6334037.03
6334041.22
6334051.92
6334027.03
6334027.03
6334035.53
6334035.66
6334085.01
6334067.65
6334140.01
6334112.47
Site Layout Point Table
Point #
280
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
Northing
2217541.25
2217527.97
2217521.06
2217498.34
2217511.26
2217618.29
2217573.86
2217575.71
2217517.29
2217517.29
2217497.29
2217513.21
2217513.21
2217513.01
2217511.30
2217513.01
2217513.21
2217513.21
2217611.29
Easting
6334080.69
6334097.82
6334071.01
6334071.18
6334116.12
6334027.41
6334012.48
6334014.34
6334051.92
6334058.83
6334058.83
6334025.83
6334029.83
6334030.44
6334035.53
6334040.62
6334041.22
6334045.22
6334179.92
Site Layout Point Table
Point #
1000
1001
1002
1003
1004
1005
1006
1007
1008
1009
1010
1011
1012
1013
1014
1015
1016
1017
1018
1019
Northing
2217689.51
2217689.52
2217670.05
2217670.05
2217653.28
2217653.28
2217645.27
2217645.27
2217645.27
2217645.27
2217645.27
2217639.27
2217633.15
2217633.15
2217633.15
2217633.15
2217639.27
2217639.27
2217637.15
2217633.16
Easting
6333966.93
6333972.95
6333966.92
6333972.95
6333989.19
6334050.31
6334058.12
6334073.54
6334088.39
6334147.04
6334156.04
6334156.04
6334156.04
6334147.04
6334143.88
6334130.04
6334147.04
6334088.39
6334088.39
6334088.39
Site Layout Point Table
Point #
1020
1021
1022
1023
1024
1025
1026
1027
1028
1031
1032
1033
1034
1035
1036
1037
1038
1039
1040
1041
Northing
2217632.20
2217637.15
2217637.15
2217633.52
2217629.40
2217629.40
2217637.78
2217642.06
2217645.28
2217549.89
2217533.56
2217533.56
2217533.56
2217533.56
2217533.56
2217527.56
2217527.56
2217527.56
2217527.56
2217520.85
Easting
6334078.39
6334073.60
6334067.02
6334067.02
6334062.77
6334061.52
6334049.52
6334043.63
6334040.52
6333972.92
6333988.74
6334000.56
6334003.06
6334011.10
6334019.13
6334011.10
6334003.06
6334000.56
6333972.92
6333972.92
Site Layout Point Table
Point #
1042
1043
1044
1045
1046
1047
1048
1049
1050
1051
1052
1053
1054
1055
1056
1057
1058
1059
1060
1061
Northing
2217520.85
2217519.16
2217502.77
2217496.79
2217496.79
2217494.28
2217488.13
2217472.66
2217466.49
2217466.49
2217467.80
2217476.30
2217489.33
2217527.69
2217508.23
2217560.02
2217586.25
2217594.08
2217627.15
2217633.82
Easting
6333966.92
6334011.10
6334011.14
6334017.14
6334034.24
6334040.41
6334044.15
6334052.48
6334068.92
6334101.91
6334115.15
6334151.78
6334169.43
6334171.96
6334174.97
6334170.58
6334189.54
6334194.27
6334194.27
6334187.61
Site Layout Point Table
Point #
1062
1063
1064
1065
1066
1067
1068
1069
1070
1071
1096
1097
Northing
2217645.27
2217636.60
2217452.49
2217443.83
2217443.83
2217458.67
2217494.49
2217633.29
2217633.29
2217627.29
2217645.28
2217638.47
Easting
6334219.59
6334228.26
6334228.17
6334219.50
6334022.92
6333987.09
6333972.25
6334048.27
6334020.04
6334013.91
6333979.83
6333972.94
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
Length

13.19 9.65

16.77 16.88

16.02 10.50

25.12 13.75

23.17 6.70

11.95 31.21

5.58 6.70

8.77 41.97

5.58 2.35

9.86 25.75
Direction
N90° 00' 00.00"E
N90° 00' 00.00"E
N90° 00' 00.00"E
N90° 00' 00.00"E
S90° 00' 00.00"E
N90° 00' 00.00"E
S89° 59' 19.36"E
N90° 00' 00.00"E
N90° 00' 00.00"E
N90° 00' 00.00"W
N90° 00' 00.00"E
N00° 00' 00.00"E
S55° 00' 00.00"W
S55° 00' 00.00"W
S55° 00' 00.00"W
N00° 00' 00.00"E
S66° 02' 31.41"E
N13° 03' 33.92"W
N76° 56' 26.08"E
N76° 56' 26.08"E
Line Table
Line #
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
Length

4.24 10.04

25.89 5.80

4.50 29.79

8.00 6.37

20.19 15.06

19.85 5.66

2.62 13.68

5.66 10.71

5.25 9.65

13.60 12.69
Direction
S46° 05' 47.61"E
S68° 40' 30.16"W
N90° 00' 00.00"E
N00° 00' 00.00"E
N00° 00' 00.00"E
N90° 00' 00.00"W
S00° 00' 00.00"E
N00° 00' 00.00"E
S00° 00' 00.00"E
N45° 00' 00.00"W
N00° 00' 00.00"E
N44° 58' 07.06"E
N44° 58' 07.06"E
S00° 00' 00.00"E
N45° 00' 00.00"E
N45° 00' 00.00"E
N00° 00' 00.00"E
N00° 00' 00.00"E
N00° 00' 00.00"E
S10° 00' 00.00"W
Line Table
Line #
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
Length

12.19 19.64

20.14 2.74

2.74 17.13

7.75 7.75

8.50 8.50

6.00 1.25

8.00 6.00

1.25 39.70

23.24 23.24

42.01 1.50
Direction
S80° 00' 00.00"W
S80° 00' 00.00"W
S10° 00' 00.00"W
N00° 00' 00.00"E
S00° 00' 00.00"E
N90° 00' 00.00"W
N00° 00' 00.00"E
N00° 00' 00.00"E
S00° 00' 00.00"W
N00° 00' 00.00"E
S00° 00' 00.00"E
S00° 00' 00.00"E
S00° 00' 00.00"E
N00° 00' 00.00"E
N00° 00' 00.00"W
N00° 00' 00.00"W
N00° 00' 00.00"E
N00° 00' 00.00"E
N89° 58' 07.90"E
N90° 00' 00.00"E
Line Table
Line #
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
L80
Length

5.94 6.50

10.50 13.78

6.50 5.94

5.82 24.99

6.00 24.99

24.99 11.33

8.57 3.00

14.00 3.00

25.98 24.18

13.18 14.98
Direction
N89° 58' 07.90"E
N90° 00' 00.00"E
N90° 00' 00.00"E
N90° 00' 00.00"E
N90° 00' 00.00"E
N90° 00' 00.00"E
N90° 00' 00.00"E
N90° 00' 00.00"E
N89° 58' 07.90"E
N90° 00' 00.00"W
N90° 00' 00.00"E
N89° 58' 07.90"E
N00° 00' 00.00"E
N00° 00' 00.00"E
N90° 00' 00.00"W
S00° 00' 00.00"E
N00° 00' 00.00"W
N00° 00' 00.00"W
N35° 00' 00.00"W
N35° 00' 00.00"W
Line Table
Line #
L81
L82
L83
L84
L85
L86
L87
L88
L89
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
L100
Length

14.00 13.58

21.17 6.39

6.39 13.38

13.58 21.17

6.39 6.39

13.38 13.37

4.16 3.85

7.00 7.50

3.86 6.24

7.50 18.62
Direction
N90° 00' 00.00"E
S35° 00' 00.00"E
N90° 00' 00.00"W
N26° 53' 38.54"W
N26° 53' 38.54"E
N90° 00' 00.00"E
S35° 00' 00.00"E
N90° 00' 00.00"W
N26° 53' 38.54"W
N26° 53' 38.54"E
N90° 00' 00.00"E
N90° 00' 00.00"W
N35° 00' 00.00"W
N55° 00' 00.00"E
N90° 00' 00.00"W
S63° 06' 21.46"W
N26° 53' 38.54"W
S26° 53' 38.54"W
S35° 00' 00.00"E
N90° 00' 00.00"W
Line Table
Line #
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
L117
L118
L119
L120
Length

1.77 11.93

19.00 9.86

19.00 11.93

7.19 5.53

7.19 9.00

12.03 9.00

12.03 12.27

9.00 5.87

9.07 9.30

13.00 12.77
Direction
N26° 53' 38.54"W
N03° 31' 50.11"E
N13° 03' 33.92"W
N76° 56' 26.08"E
S13° 03' 33.92"E
S29° 38' 57.94"E
N03° 31' 50.11"E
N76° 56' 26.08"E
S29° 38' 57.94"E
S76° 56' 26.08"W
N13° 03' 33.92"W
N76° 56' 26.08"E
S13° 03' 33.92"E
N13° 03' 33.92"W
N76° 56' 26.08"E
N13° 03' 33.92"W
N90° 00' 00.00"E
S00° 00' 00.00"E
S00° 00' 00.00"E
S00° 00' 00.00"E
Line Table
Line #
L121
L122
L123
L124
L125
L126
L127
L128
L129
L130
L131
L132
L133
L134
L135
L136
L137
L138
L139
L140
Length

4.32 8.00

6.03 12.23

23.81 3.08

2.05 6.90

4.26 35.07

4.54 8.45

6.25 2.00

2.00 7.00

6.90 6.70

7.00 10.83
Direction
N58° 03' 33.92"W
S76° 56' 26.08"W
S31° 56' 26.08"W
N13° 03' 33.92"W
N76° 56' 26.08"E
N16° 08' 38.24"E
N73° 51' 21.76"W
N90° 00' 00.00"E
N90° 00' 00.00"E
S00° 00' 00.00"E
N58° 03' 33.92"W
S76° 56' 26.08"W
S31° 56' 26.08"W
N31° 56' 26.08"E
N20° 00' 00.00"E
N90° 00' 00.00"W
N90° 00' 00.00"W
N90° 00' 00.00"E
N90° 00' 00.00"E
N90° 00' 00.00"E
Line Table
Line #
L141
L142
L143
L144
L145
L146
L147
L148
L149
L150
L151
L152
L153
L154
L155
L156
L157
L158
L159
L160
Length

10.70 6.70

4.00 4.00

27.86 41.03

13.50 22.39

10.36 17.46

12.84 5.13

4.02 10.00

4.02 17.26

3.47 11.96

21.19 12.61
Direction
N90° 00' 00.00"E
N90° 00' 00.00"E
N90° 00' 00.00"E
N90° 00' 00.00"E
S00° 00' 00.00"E
S00° 00' 00.00"E
S00° 00' 00.00"E
N90° 00' 00.00"W
S47° 12' 42.22"W
S00° 02' 07.61"E
N00° 02' 07.61"W
S47° 12' 42.22"W
N90° 00' 00.00"W
N90° 00' 00.00"W
N90° 00' 00.00"W
N90° 00' 00.00"E
N47° 12' 42.22"E
N00° 02' 07.61"W
N89° 59' 57.02"E
N45° 00' 00.00"E
Line Table
Line #
L161
L162
L163
L164
L165
L166
L167
L168
Length

2.99 9.06

13.38 3.99

15.71 2.12

2.13 14.00
Direction
N45° 00' 00.00"W
N45° 00' 00.00"E
N90° 00' 00.00"E
S00° 10' 39.31"E
N00° 00' 00.00"E
N90° 00' 00.00"W
S00° 00' 02.98"E
S00° 00' 00.00"E
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
Length

19.20 11.10

15.23 15.48

8.10 26.70

4.71 9.90

18.84 11.06

5.56 4.51

5.56 4.88

2.18 1.08

0.68 1.08

0.97 59.53
Radius

20.00 33.99

33.99 19.00

21.76 17.00

3.00 6.30

12.00 5.07

5.05 4.80

5.05 5.08

1.00 0.98

0.73 0.98

1.01 16.00
Delta
055.0000
018.7132
025.6681
046.6748
021.3250
090.0000
090.0000
089.9689
089.9689
125.0000
063.1060
053.7881
063.1060
055.0000
125.0000
063.1060
053.7881
063.1060
055.0000
213.1800
Chord Direction
S27° 30' 00.00"W
N04° 56' 55.52"W
N17° 14' 30.75"E
N53° 36' 11.40"E
N79° 20' 15.08"E
S45° 00' 00.00"E
N45° 00' 00.00"W
N44° 59' 03.95"E
N44° 59' 03.95"E
N27° 30' 00.00"E
S58° 26' 49.27"E
S00° 00' 00.00"E
S58° 26' 49.27"W
N62° 30' 00.00"W
N27° 30' 00.00"E
S58° 26' 49.27"E
S00° 00' 00.00"E
S58° 26' 49.27"W
N62° 30' 00.00"W
S76° 56' 26.08"W
Chord Length

18.470

11.052

15.100

15.054

8.053

24.042

4.243

8.913

16.966

8.995

5.285

4.342

5.285

4.690

1.774

1.025

0.660

1.025

0.931

30.668
Curve Table
Curve #
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
Length

11.00 11.00

18.71 23.56

11.00 3.70

38.13 4.31

0.69 0.94

22.63 21.28

6.98 8.20

12.13 0.74

0.86 7.59

4.93 6.30
Radius

7.00 7.00

5.03 10.00

7.00 12.75

13.00 12.75

1.00 1.00

9.00 10.00

2.96 7.72

7.72 0.50

0.50 8.04

1.96 2.96
Delta
090.0000
090.0000
213.1800
135.0000
090.0000
016.6437
168.0594
019.3687
039.3687
054.0868
144.0868
121.9406
135.0000
060.7966
090.0000
084.6315
098.7741
054.0868
144.0868
121.9406
Chord Direction
N31° 56' 26.08"E
S58° 03' 33.92"E
S76° 56' 26.08"W
N80° 33' 33.92"W
N31° 56' 26.08"E
N66° 22' 52.52"W
N25° 58' 13.04"E
S60° 18' 56.32"E
N70° 18' 56.32"W
S62° 57' 23.73"W
S72° 02' 36.27"E
S60° 58' 13.04"W
N80° 33' 33.92"W
S46° 32' 32.16"W
S28° 51' 21.76"E
N31° 32' 03.06"W
N40° 36' 46.59"E
S62° 57' 23.73"W
S72° 02' 36.27"E
S60° 58' 13.04"W
Chord Length

9.899

9.641

18.478

9.899

3.690

25.859

4.288

0.674

0.909

17.123

17.487

5.472

7.818

10.925

0.673

0.759

7.310

3.732

5.179
Curve Table
Curve #
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
Length

5.11 5.11

46.93 4.50

3.22 4.50

0.65 10.93

0.65 4.50
Radius

6.50 6.50

16.00 6.95

2.50 6.95

1.00 8.45

1.00 13.19
Delta
045.0000
045.0000
168.0594
037.0336
073.8827
037.0336
037.0336
074.0673
037.0336
019.5634
Chord Direction
S80° 33' 33.92"E
N54° 26' 26.08"E
N25° 58' 13.04"E
S71° 28' 59.46"W
N90° 00' 00.00"E
N71° 28' 59.46"W
N71° 28' 59.46"W
N90° 00' 00.00"E
S71° 28' 59.46"W
S01° 00' 29.70"W
Chord Length

4.975

31.826

4.417

3.005

4.417

0.635

10.184

0.635

4.483
* CONTRACTOR RESPONSIBLE FOR

SURVEY WORK

COORDINATE VALUES SHOWN ARE INTENDED FOR

HORIZONTAL POSITIONING AND DIMENSION
CLARIFICATION ONLY. ALL POINTS SET IN THE FIELD

FROM THESE VALUES SHALL FIRST BE CHECKED BY THE

CONTRACTOR TO ENSURE THAT THE LOCATION IS

CONSISTENT WITH THE DIMENSIONS AND GRAPHIC

LOCATIONS SHOWN ON THE APPROVED CONSTRUCTION
PLANS. IN THE CASE OF A DISCREPANCY WITH ANY

COORDINATE VALUE SHOWN, THE CONTRACTOR SHALL

BE RESPONSIBLE TO NOTIFY THE CITY PRIOR TO

COMMENCING ANY CONSTRUCTION ACTIVITY THAT MAY
BE AFFECTED.

ALL COORDINATES SHOWN AT THE BOTTOM OF ALL

BANKS/ TRANSITIONS NEED TO BE CHECKED AGAINST
THE CROSS SECTIONS FOR ACCURACY.

BECAUSE OF THE SCALE OF THIS DRAWING AND

PROXIMITY OF FEATURES TO EACH OTHER, THE
LOCATION OF SOME OR THE POINTS MAY BE OBSCURED.

REFER TO THE LAYOUT DATA FOR THE ACTUAL
LOCATIONS FOR ALL POINTS.

NOTE:

SKATEPARK LAYOUT TABLES - POINTS
1/25/2024 6:21 PMC:\Users\Jon\New Line Skateparks\USA2020-010 (Gibbel Park, Hemet, CA) - Project Documents\Documentation\CAD\Sheets\2020010SP-2.1LP.dwg

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein.

SKATE PARK LAYOUT TABLES SP-2.3
27 SITE LAYOUT TABLES - POINTS

SKATEPARK LAYOUT TABLES - POINTS

SKATEPARK LAYOUT TABLES - CURVES

Page 35 of 49 ends

16.C.

Page 217 of 468 ends

SYMBOL

DIRECTION OF SURFACE FLOW

SKATE PARK GRADING &

DRAINAGE LEGEND

DESCRIPTION
G.B. BREAK IN GRADE
F.L. FLOWLINE IN SWALE

TOP OF WALL ELEVATION
RADIUS OF WALL. REFER TO SECTION SHEETS

FOR PROFILE VIEW

BANK-EMBANKMENT WALL WITH SLOPE AND
RADII AT BASE. REFER TO SECTION SHEETS
FOR PROFILE VIEW.

TOW
T
B

TURNDOWN WALL ADJACENT TO GRADE

TURNDOWN WALL ON THICKENED DECK
CATCH BASIN & GRATE PER 01/C-0.02
DRAIN INLET PER 09/5.4

SKATE PARK GRADING
& DRAINAGE NOTES

1. FINAL HEIGHT AND SHAPE OF EXCAVATION TO BE

VERIFIED BY A SURVEY AND SUBMITTED TO THE
CITY FOR APPROVAL. FIELD VERIFICATION BY CITY

REPRESENTATIVE AND / OR SKATE PARK DESIGNER
IS REQUIRED PRIOR TO POURING CONCRETE.

2. ALL PARK ELEVATIONS ARE FOR TOP OF FINISH
WORK UNLESS OTHERWISE NOTED.

3. MINIMUM SLOPE FOR ALL CONCRETE FINISH WORK
SHALL BE 1%. WATER MUST DRAIN TOWARDS

DIRECTION OF FLOW ARROWS AND FOLLOW
OVERALL DESIGN INTENT.

4. MAXIMUM SIDEWALK CROSS SLOPE IS 2.0%.

5. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5.0%.

6. All AREAS DISTURBED BY GRADING OPERATIONS TO
BE FINE GRADED.

7. VERIFY LOCATION AND DEPTH OF ALL UTILITIES
PRIOR TO COMMENCING WORK.

8. REFER TO SECTIONS AND PROFILES FOR HEIGHT,
RADII AND PROFILES.

9. ALL FINE GRADING OF EARTHWORK SHALL BE

INSPECTED WITH TEMPLATES CUT TO THE
SPECIFIED RADII/ ANGLE. CONTRACTOR TO

PROVIDE SHOP DRAWINGS FOR ALL TEMPLATES/

SCREEDS TO BE USED FOR EARTHWORK

TOLERANCES FOR APPROVAL BY CITY
REPRESENTATIVE.

10. CONTRACTOR TO PROTECT ALL EXCAVATIONS

FROM SOIL EROSION AND WATER SATURATION AT

ALL TIMES USING APPROPRIATE CONSTRUCTION
METHODS . LOSS OF SOIL PROFILE DURING

CONSTRUCTION SHALL BE REPLACED WITH

APPROPRIATE SOIL COMPOSITION AND
COMPACTION METHODS TO MATCH LOSS SOIL.

11. MAINTAIN ALL EXISTING TREES UNLESS NOTED
OTHERWISE ON CIVIL PLANS.

12. CONTRACTOR TO VERIFY FEATURE ELEVATIONS
WITH SKATE PARK SECTIONS. IF A DISCREPANCY

OCCURS, CONTRACTOR SHALL CONTACT CITY
REPRESENTATIVE IMMEDIATELY.

13. CONTRACTOR TO REFER TO CIVIL PLANS FOR

FINISH GRADE ELEVATIONS BEYOND SKATE PARK
FOOTPRINT.

1. LOCATE ALL SURVEY MARKS INCLUDING BENCH

MARKS AND PROPERTY LINES IN ORDER THAT THE

EXACT LINES OF CONSTRUCTION LIMITS AND
GRADES MAY BE DETERMINED. BRING ANY

DISCREPANCIES TO THE OWNER'S REPRESENTATIVE
IMMEDIATELY BEFORE PROCEEDING WITH WORK.

SEE SHEET C-001 FOR ADDITIONAL INFORMATION.

2. VERIFY ENTIRE LAYOUT PRIOR TO START OF
CONSTRUCTION WITH CITY REPRESENTATIVE.

3. LOCATE AND PROTECT CONTROL POINTS PRIOR TO

STARTING SITE WORK AND PROTECT ALL

PERMANENT REFERENCE POINTS DURING ENTIRE
CONSTRUCTION. REPLACE PROJECT CONTROL

POINTS WHICH MAY BE LOST OR DESTROYED
DURING CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY FINISH GRADE

ELEVATIONS AS SHOWN ON CIVIL ENGINEER'S PLANS

AND BRING ANY DISCREPANCIES TO THE OWNER'S

REPRESENTATIVE IMMEDIATELY BEFORE
PROCEEDING WITH WORK.

SURVEY NOTES
GRASS

ENTRY PLAZA GRADING

PER CIVIL GRADING PLAN

LANDSCAPE GRADING, LANDSCAPE

DRAINAGE, AND SUBSURFACE

DRAINAGE PER CIVIL GRADING PLAN

LANDSCAPE GRADING, LANDSCAPE

DRAINAGE, AND SUBSURFACE

DRAINAGE PER CIVIL GRADING PLAN

LANDSCAPE GRADING, LANDSCAPE

DRAINAGE, AND SUBSURFACE

DRAINAGE PER CIVIL GRADING PLAN
6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T

RAMP DN
RAMP
DN
BB
5T
5 10 20
1" = 10'-0"SCALE :
0 1/25/2024 6:21 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein.

SKATE PARK GRADING &
DRAINAGE PLAN SP-3.1
28

Page 36 of 49 ends

16.C.

Page 218 of 468 ends

1 1
2 2
3 3
4 4
5 5
6 6
8 8
9 9
11 12
12 13 13
15 15
14 14
16 16
17 17
18 18
19 19
20 20
22 22
23 23
24 25
25 26
26 27
27 28 28
11 10
10 29
30 30
31 32
32 33
34 37
3741
35 9
9 21
21 24
31 34
35 7
6 6
50 7
26 26
25 25
41 29
33 38
38 39
39 40
40 45 45
36 36
42 42
43 43
44 44
46 46
48 48
47 47
1 1
49 49
49 49
50 51
51 52
52 6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T
BB
5T
8'-0"
6"
1'-0"
3'-0"
11'-0" TO 12'-7 1/2"
R6'-0"
01 SP-5.1

TOP DECK
SLAB
01 SP-5.1

TOP DECK
SLAB

CAST IN

PLACE BANK
05 SP-5.1
24°
F.G. PER CIVIL. SEE

LANDSCAPE PLANS AND

DETAILS FOR PLANTING,

IRRIGATION, SYNTHETIC
TURF AND NAILER BOARD.
2'-8 1/2"
1'-7"
TYP.
9'-6"
6"
1'-0"
2'-6"R6'-0"
6"
TYP.
3'-0"
21°
1'-7"
01 SP-5.1

TOP DECK
SLAB
01 SP-5.1

TOP DECK
SLAB

SHOTCRETE
BANK
01 SP-5.5
03 SP-5.2
06 SP-5.2

CAST IN PLACE
STAIRS
(BEYOND) SEE
SECTION 3

C-CHANNEL EDGING AT
ALL SIX (6) RISERS
CUSTOM CUT 1/4" THK.

FLAT STEEL PLATE

BELOW AT EXPOSED

EDGE OF STAIRS
04 SP-5.2
2"x6" RAIL AND 4
(FOUR) 2" SQUARE

POSTS ON THICKENED

STAIRS AND DECK
(BEYOND) SEE
SECTION 3
07 SP-5.1

UPDATED TO SQUARE
POSTS ON 05/04/2023
2'-8 1/2"
1'-3 1/2"
2'-6" 2'-5"
11'-1 1/2"
6"
2'-6"
TYP.1'-7"
TYP.
3"
3'-2" 3'-2" 2'-8"
03 SP-5.2
06 SP-5.2

CAST IN PLACE
STAIRS3" 3"
1'-4"
6"

CRITICAL POINT AT TOP
OF RAIL IS 1'-3 1
2 " HIGH
AT 2'-6" FROM EDGE OF

TOPMOST RISER
01 SP-5.1

TOP DECK
SLAB
2"x6" RAIL AND 4
(FOUR) 2" SQUARE

POSTS ON THICKENED

STAIRS AND DECK
3'-0"

C-CHANNEL

EDGING AT ALL
SIX (6) RISERS
7'-11"
9"
TYP.
02 SP-5.5
6'-2 1/2"
16°

UPDATED TO SQUARE
POSTS ON 05/04/2023
2'-8 1/2"
1'-3 1/2"
2'-6"2'-5"
11'-1 1/2"
6"
2'-6"
TYP.1'-7"
TYP.
3"
3'-2"3'-2"2'-8"
03 SP-5.2
06 SP-5.2

CAST IN PLACE
STAIRS 3"3"
1'-4"
6"

CRITICAL POINT AT TOP
OF RAIL IS 1'-3 1
2 " HIGH
AT 2'-6" FROM EDGE OF

TOPMOST RISER
01 SP-5.1

TOP DECK
SLAB
2"x6" RAIL AND 4
(FOUR) 2" SQUARE

POSTS ON THICKENED
STAIRS AND DECK3'-0"

C-CHANNEL

EDGING AT ALL
SIX (6) RISERS
7'-11"
9" TYP.
02 SP-5.5
16°
9 1/2"
1'-1"
POSTS ON 05/04/2023
2'-4"
9'-0"
1'-0"
R6'-0"
3'-0"
21°
01 SP-5.1

TOP DECK
SLAB
01 SP-5.1

TOP DECK
SLAB

SHOTCRETE
BANK
07 SP-5.1
10'-9"
1'-3 1/2"
2'-6"

CRITICAL POINT AT TOP

OF CAPPED LEDGE IS
1'-3 1/2" HIGH AT 2'-6"

FROM TOPMOST RISER
2'-3"
1/4" THK.

1.75"X6"X1.75"

CUSTOM ANGLED

PLATES AT

BOTTOM END OF
LEDGE
06 SP-5.5
06 SP-5.5
1/4" THK.

1.75"X6"X1.75"

CUSTOM ANGLED

PLATES AT

BOTTOM END OF
LEDGE
01-02
SP-5.2
05 SP-5.2

CAPPED LEDGE

ON THICKENED

DECK AND
STAIRS

C-CHANNEL

EDGING WITH

EXPANSION

ANCHORS
16°
6"
11'-2"
3'-1" 14'-0"
1'-4"
1'-4"
2'-9"01-02
SP-5.2
05 SP-5.2

CAPPED LEDGE

ON THICKENED
DECK
(BEYOND)

C-CHANNEL

EDGING WITH

EXPANSION

ANCHORS
01 SP-5.1

TOP DECK
SLAB
01 SP-5.1

TOP DECK
SLAB
01-02
SP-5.2
05 SP-5.2

CAPPED LEDGE

ON THICKENED
DECK

C-CHANNEL

EDGING WITH

EXPANSION

ANCHORS
ENTRY
PLAZA

CONCRETE
PAVING
LC02-03
SP-1.1
6"
17'-1 1/2"
1'-4"
01-02
SP-5.2
05 SP-5.2

CAPPED LEDGE

ON THICKENED
DECK
(BEYOND)

C-CHANNEL

EDGING WITH

EXPANSION

ANCHORS
01 SP-5.1

TOP DECK
SLAB
1/25/2024 6:21 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein. 1-
-

SECTIONKEY MAP
NOTES
2 SECTION
3 7
0 15 30 60
1" = 30'-0"SCALE :

CONCRETE GENERAL / SPECIALTY WORK LEGEND

CONCRETE WORK TO BE PERFORMED

BY SKATE PARK SPECIALTY CONTRACTOR

CONCRETE WORK TO BE PERFORMED BY

GENERAL CONTRACTOR OR

SKATE PARK SPECIALTY CONTRACTOR

GENERAL NOTES
4 5

SECTION SECTION
SECTION SECTION6 SECTION

1. ALL SECTION DIMENSIONS ARE TOP OF CONCRETE FINISH GRADE UNLESS OTHERWISE NOTED.

2. DO NOT INCLUDE METAL FABRICATION OFFSET TO OVERALL DIMENSIONS SHOWN IN SECTIONS AND PROFILES.

3. REFER TO SKATE PARK LAYOUT PLAN SHEETS FOR ACTUAL HORIZONTAL LOCATIONS.

4. FINAL GRADE EARTHWORK AND FORM WORK TO BE REVIEWED AND APPROVED BY CITY REPRESENTATIVE. THE CITY RESERVES THE RIGHT TO MAKE FIELD ADJUSTMENTS AS NECESSARY TO FULFILL THE DESIGN INTENT.

5. ALL DIMENSIONS AT BOTTOM OF BOWLS, EMBANKMENTS, TRANSITIONS ARE LOCATED AT THE COLD JOINT.

6. DUE TO THE UNIQUE AND SCULPTURAL ASPECTS OF THE SKATE PARK, THE LOCATION OF THE DIMENSIONS IN THE SECTIONS NEED TO BE CROSS REFERENCED BY THE SKATE PARK LAYOUT PLAN.

7. CONTRACTOR SHALL HAVE EXTENSIVE KNOWLEDGE AND EXPERIENCE OF SKATE PARK CONSTRUCTION AND/ OR

FREEFORM PRECISION CONCRETE FORMING, APPLICATION AND FINISHING TO PROPERLY INTERPRET SECTIONS/ PROFILES.

8. METAL FABRICATION NOT SHOWN ON SECTIONS - REFER TO MATERIALS PLAN - METALS AND DETAILS SHEETS FOR TYPE AND LOCATION.

9. ALL CONCRETE FINISH WORK TO BE PERFORMED BY QUALIFIED CONTRACTOR WHO IS ABLE TO MEET THE TOLERANCES MENTIONED IN THE PROJECT'S TECHNICAL SPECIFICATIONS.

10. ALL BANKS LESS THAN 3' HIGH MAY BE CAST IN PLACE, IN LIEU OF SHOTCRETE, UPON CITY REPRESENTATIVE'S APPROVAL.

MATERIAL LEGEND

METAL EDGING BEYOND

CONCRETE WALL / LEDGE / BANK/

QUARTER PIPE BEYOND
6" DENSE GRADED CRUSHED

STONE AND COMPACTED

SUBGRADE PER SPECIFICATIONS
SKATE PARK SECTIONS SP-4.1
29

Page 37 of 49 ends

16.C.

Page 219 of 468 ends

5'-2 1/2"
1'-0"

PER PLAN
3'-0"6"
01 SP-5.1

TOP DECK
SLAB
06 SP-5.1

SHOTCRETE

QUARTER
PIPE
08 SP-5.5
2 3/8"
ROUND
COPING
F.G. PER CIVIL. SEE

LANDSCAPE PLANS AND

DETAILS FOR PLANTING,

IRRIGATION, SYNTHETIC
TURF AND NAILER BOARD.

R6'-0"
6'-11"
14'-0"
6'-11"
9"
TYP.
1'-2"
01 SP-5.1

TOP DECK
SLAB
01 SP-5.5
2"X6" RAIL AND
THREE (3) 2-3/8" DIA.

POSTS ON

THICKENED DECK
4" 4"
1'-0"

PER PLAN
PER PLAN 2'-0"3'-9 1/2" 3'-9 1/2"
6" 6"
1'-6"
1'-6" 6" R6"
R6"R5'-0"
R5'-0"
01 SP-5.1

TOP DECK
SLAB
06 SP-5.1

SHOTCRETE

QUARTER

PIPE WITH

ROLLED LIP
01 SP-5.1

TOP DECK
SLAB
06 SP-5.1

SHOTCRETE

QUARTER

PIPE WITH

ROLLED LIP

LEDGE ON

THICKENED
DECK
08 SP-5.2
06 SP-5.2C-CHANNEL
F.G. PER CIVIL.

ROCK COBBLE

SURFACE,

PLANTING AND

IRRIGATION PER

LANDSCAPE PLANS
1% SLOPE

TO DRAIN
1% SLOPE

TO DRAIN
6'-9"
6"
12'-0 1/2"
1'-0"
12'-10 1/2"
6"
13'-4 1/2"10'-5 1/2"
1'-0" 1'-0"
6"
8'-8" 1'-3"
2'-0"
9'-11"
3'-6 1/2" 5"
6'-0"
R7'-0"
1'-3" 10°
23° 23°
2°R8'-6"
R20'-0"
R20'-0" R8'-6"
R12'-0"
90° 79°
6'-5"
05 SP-5.4

POOL COPING
& TILE
06 SP-5.1

SHOTCRETE
BOWL

FLATBOTTOM
DRAIN INLET 09
SP-5.4

FLATBOTTOM

SHOTCRETE

WATERFALL
08 SP-5.1

FLATBOTTOM
06 SP-5.1

SHOTCRETE
BOWL
05 SP-5.4

POOL COPING
& TILE
01 SP-5.1

TOP DECK
SLAB
01 SP-5.1

TOP DECK
SLAB
01 SP-5.3
01 SP-5.3
01 SP-5.3
6'-11" 6'-11"
14'-0"
5"
1'-2"
01 SP-5.5
2-3/8" DIA. TOP &

MID-RAIL AND
THREE (3) POSTS

ON THICKENED
DECK
01 SP-5.1

TOP DECK
SLAB
9"
TYP.
1'-0"
6"
R6'-0"
01 SP-5.1

TOP DECK
SLAB
01 SP-5.1

TOP DECK
SLAB
06 SP-5.1

SHOTCRETE

QUARTER
PIPE
08 SP-5.5
2 3/8"
ROUND
COPING
60°
1'-0"
7"5'-8"
4'-0"
5'-0"
1/4" THK. 3"X3" CUSTOM

ANGLED PLATE
06 SP-5.5

LEDGE ON

THICKENED
DECK
08 SP-5.2
4'-0"
6"
5'-8"
9'-0"
1'-0"
21°
R6'-0"
3'-9 1/2"

SHOTCRETE
BANK
01 SP-5.1

TOP DECK
SLAB
01 SP-5.1

TOP DECK
SLAB
08 SP-5.5
2 3/8"
ROUND
COPING
06 SP-5.1

SHOTCRETE

QUARTER PIPE
(BEYOND), SEE
SECTION 15
10 SP-5.3

TURNDOWN
WALL
1/4" THK.

1.75"X6"X1.75"

CUSTOM ANGLED

PLATES EDGE OF

CANTILEVERED

QUARTER PIPE

ENDS AT BOND
BEAM
06 SP-5.5
07 SP-5.1
5 1/2"
3'-0"
5 1/2"
6 1/2"
6"
R6'-0"
01 SP-5.1

TOP DECK
SLAB
01 SP-5.1

TOP DECK
SLAB
06 SP-5.1

SHOTCRETE

QUARTER
PIPE
08 SP-5.5
2 3/8"
ROUND
COPING 60°
1'-0"
7"
1/4" THK. 1.75"X6"X1.75"

CUSTOM ANGLED PLATE
06 SP-5.5
5'-2 1/2"
4'-0"
1 1
2 2
3 3
4 4
5 5
6 6
8 8
9 9
11 12
12 13 13
15 15
14 14
16 16
17 17
18 18
19 19
20 20
22 22
23 23
24 25
25 26
26 27
27 28 28
11 10
10 29
30 30
31 32
32 33
34 37
3741
35 9
9 21
21 24
31 34
35 7
6 6
50 7
26 26
25 25
41 29
33 38
38 39
39 40
40 45 45
36 36
42 42
43 43
44 44
46 46
48 48
47 47
1 1
49 49
49 49
50 51
51 52
52 6T
B
BB
B
B
B B
B
B
B
B B B
B
7T
7T 7T
7T
7T
7T
T
T
6T 6T 5T
6T
6T
6T
4T
6T
B
B
5T
5T
5T5T
5T
7T

8.5T

8.5T
7T
7T
BB
5T
1/25/2024 6:21 PM

OF SHEETS
FILE NO.

SCALE:

DATE:

BENCHMARK:

DATE:

PREPARED UNDER THE SUPERVISION OF:

City of Hemet
445 E. FLORIDA AVENUE
HEMET, CA 92543
(951) 765-2360
City of HemetAPPROVED:

ENGINEERING DEPARTMENT CIP 5718

GIBBEL PARK
EA# E#
APPROVED BY:

NOAH RAU, RCE 74686

PUBLIC WORKS DIRECTOR /
DATE:DESIGNED BY: DRAWN BY: CHECKED BY:

DATE:

REVISIONS:

NO: BY:

ALL WHEEL SKATE PARK

BUILDING SKATEBOARDING
Edgewater, FL 32132
newlineskateparks.com
137 W. Marion Ave. #1 P 604.530.1114
F 604.530.1119
NEW LINE SKATEPARKS INC.

PER PLAN
11/30/2022

CITY ENGINEER
41 11/17/2022
D
DON LA EIORR.

DONALD R. ORIE
01/20241 NLS AS-BUILTS
DISCLAIMER:

As-built information was provided by installing contractor.

New Line Skate Parks cannot guarantee the accuracy
or precision of as-built drawings as represented herein. 8 -

SECTION
NOTES
9 SECTION
11 SECTION
13 SECTION
SKATE PARK SECTIONS SP-4.2
30 10 SECTION
12 SECTION 14 SECTION 15 SECTION
- KEY MAP
0 15 30 60
1" = 30'-0"SCALE :