HomeMy WebLinkAbout2403GENERAL NOTES:
PRIVATE. ENGINEER's NOTICE TO CONTRACTORS
1. ALL WORK SHALL BE DONE IN, ACCORDANCE WITH THESE PLANS, THE CITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS SHOWN ON' THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
B
FOR PUI LIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT,
ANNUAL SUPPLEMENTS AND AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR THOSE SHOWN ON THIES PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
D �E
WITH AN: SHALL 8 RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON'THESE
AND SPECIFICATIONS.
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY
2, ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON
POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT THESE DRAWINGS.
SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN
EAS
ADJACENT AR THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
WHI I E IMPROVEMENT WORK IS TO BE DONE SHALL BE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF
REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQU:RED
AT NO COST TO THE CITY OF RANCHO CUCAMONGA, CONSTRUCTION OF THIS PROJECT,; INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE NORMAL WORKING HOU: S; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY,
HIMSELF WITH THE SITE AND SHALL BE SOLED RESPONSIBLE FOR ANY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THIS PROJECT, EXCEPTING FOR UABIL11-Y ARISING FROM THE SOLE NEGLIGENCE
ON THESE PLANS. OF THE OWNER OR THE ENGINEER.
T
4. A PERMI: SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
R
ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENG OACHIMENT OR ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY
U
CONSTRUCTION WITHIN CITY 'OF RANCHO CI CAMONGA EASEMENT OR WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER
RIGHT-10E-WAY. OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS AGGEPTANCE OF
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. C_0NDITIONS,
A
PAVING STAKES SHI LL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT CONTRACTOR SHALL COMPLY WITH ALL N�.P.D.E.S. REQUIREMENTS.
POINTS WITHIN 0.01 FOOT OF SUB-GRAIDE ELEVATION AND AT NOT MOR
E
THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE
R
BY CITY ENGINEER AS NEEDED AT WARPED G VERTICAL CURVE AREAS. BOXES, UTILITY BOXES AND LIDS, ETC.
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, CON RACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE
MAINS, OR CROSSINGS SHALL BE CONSTRUCTED :PRIOR TO PAVING. THE WORK,
K L
7, COMPACTION TESTS 0 EMBANKMENT CONSTRUCTION, TRE CH BAG FI: L, THE ENGJINEER PREPARING THESE PLAN SHALL NOT BE HELD RESPONSIBLE OR
COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE
THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGIINEER APPROVED BY THE ENGINEER OF RECORD,
E
FOR APPROVAL PRIOR TO THE PLACEMENT OF BASI MATERIALS ANI)/GR
SURFACING. QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES
ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN
8, AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED
QUANTITIES PRIOR TO BIDDING AN' CONSTRUCTION. THE ENGINEER IS NOT
N L
TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMI: ATIONS COMP ETED
RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES.
TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT
PAVING.
9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL WESTERLY
BE SUBMITTED TO THE CITY ENG[ EER, LISTING ALL TESTS OR DETERMINA- R/W
TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND
EQUIVALENT OF AGGREGATE BASE.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 14' 36'
TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION
OF THE STRUCTURAL SECTIONS. VARIES YALR�IES
EXIST. SIDEWALK 'ENT
11, WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS XIST, CURB & GUTTER
OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING
A.C. PAVEM
AH ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR
DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A
A"�
QUALITY BETTER THAN THE NATIVE MATERIAL,
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS
FOR TR AV.;T N: 18912
VC VERTICAL CU9VE EXF ING GAS LINE
C:0 iN G_
E C1 RAN CUCAM0, A) CA F0 NIA BVC - BMINNING OF VERTICAL CURVE
ill 470TIPAI ^110VE-
uvr T EXISTING TELEPHONE LINE
will, 92 ii
m
�ji Jill; jw�r
INDEX MAP
Sca e: l"=200'
R/W Ri
05 PARKWAY PROP AC LEVEL LINE
PROP.CURB O&MRT Lrv-L L .. r
_03f P`RIP
2% & GUTTER 1,70% & 6UTTE
--------------------- -
LA VINE STREET
TYPICAL STREET SECTION
SCALE 1"--10'
0
EXISTAE&NDERING SIDEWALK
EXIST. CURB & GUTTER,,
fiffllmm�
TOLL FREE 1716-
A PUBLIC SERVICE BY UNDERGROUND SERVICIE ALERT
10.5'
L�
ZY111KILANNI NEGiSIERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C.
ARCHIBALD AVENUE
END OF VERTICAL CURVE
SID
EXISTING STORM DRAIN
PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHAH BE FURNISHED TO THE
CITY
SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED
MIDDLE OF CURVE
w
EXISTING WATER LINE
C14
CF -
RATE MR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
_TYP CAL STREET SECTION
EXISTIN E
G R' CLAIMED WATER LINE
NOTES:
CL -
13.
ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
SCALE 1 10'
SHALL BE UNDERGROUNDED FROM THE FIRST POLE SOUTH Of THE NORTH PROJECT BOUNDARY TO THE FIRST POLE SOUTH
EP -
EDGE OF PAVEMENT
IS
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN
CONSMC110NNOTES + OUANTITY ESTIMATESs
QN±M
OFF79M
FLOWLINE
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A
CENTER LINE
UE
FOR DETAILED ARCHIBALD AVER ' PUBLIC IMPROVEMENT. SEE Di SHEETS L1-L8 ON: LIVID.
OF___L1_
FS -
FINISHED SURFACE
I�DR - AWiNG NO:.
BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT
�ai �-CONSTRUCT 3" MIN. AC OVER 5.5" MIN. CLASS 2 AGGREGATE BASE (UPON CITY/SOILS ENGINEER'S APPROVAL)._-
4-0,641
S,F.
2,290
S,F.
SPECIFICALLY LISTED IN THE ESTIMATE OF :QUANTITIES SHALL BE
(�)_CONSTRUCT 5" MIN:. AC OVER 6" MIN. CLASS 2 AGGREGATE BASE -----------------
PL -
PROPERTY LINE
PROPOSED CURB AND GUTTER
CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
- -----------
-
S. F.
24,560-
S.F.
14.
STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A
3 CONSTRUCT 6" CURB & GUTTER "Al PER CITY STD. PLAN NO. 104. -- ---------------------
2,342
L.F.
-
L. F.
R/W -
AND 401 -B SHALL -BE CONSTRUCTED AT EACH INTERSECTION.
(�)_CONSTRUCT 4" PCC SIDEWALK PER CITY STD, PLAN NO.103, W--4' UNLESS OTHERWISE NOTED -----------
6,620
S.F.
6,220
S.F.
15.
CITY APPROVAL OF "PLANS. DOES NOT RELIEVE THE DEVELOPER FROM
5 CONSTRUCT DRIVE APPROACH PER CITY STD, PLAN NO.101 TYPE R-1, W=16' UNLESS
TR -
TANGENT RATE
S
RESPONSIBILITY FGR THE CORRECTION OF ERROR AND OMISSION DISCOVERED
OTHERWISE NOTED
TRW -
TOP OF RETAINING WALL
PROPOSED RECLAIMED WATER LINE
DURING CONSTRUCT[ON. UPON REQUEST, THE REQUIRED PLAN REVISIONS
-----------------------------------------------------------------
9,69'9
S.F,
400
S.F.
S A U8
HI LL BE PROMPTLY SI MITTED TO THE CITY ENGINEER FOR APPROVAL.
CONSTRUCT CROSS-GUTTER PER CITY STID.PLAN U0.106-A ----------------------
TOP OF HEADWALL
S. F.
1,695
S.F.
16.
WORK SITES AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD
CONSTRUCT ACCESS RAMP PER CITY STD, PLAN NO. 102 - -----------------------------------
-
EA.
4
EA.
FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED
��CONSTRUCT LOCAL DEPRESSION PER CITY STD.PLAN NO.30, CASE PER DETAIL
2
EA.
6
EA.
UPON REQUEST OF THE CITY INSPECTOR.
----------------------
17.
NATIVE SO4L IS TO BE SCARIFIED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT,
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134 -----------------------------------
@-INSTALL STREET NAME SIGN PER CITY STD. PLAN NO.401-A & 401-8,
4
EA.
1
EA.
PROPOSED SEWER MANHOLE
----------------------
-
EA,
1
EA.
18,
CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS
R/W
PRIOR TO EXCAVATION ' PHONE NO, 1-800 -227-2600
-INSTALL STREET LIGHT 5800 LUMEN H.P,S,V.-EQUIVALENT LED BY S.C.E.; PAID FOR AND
Qq
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING,
COORDINATED BY THE DEVELG ER ------------------------------------------------------
10
EA.
3
EA.
SOUTHERN CALIFORNIA GAS COMPANY CUCAMONGA VALLEY WATER DISTRICT
Q?)-ADJUST MANHOLE RIM & COVER / CLEANOUT TO GRADE --------------------------------------
7
EA,
3
EA,
1981 W. LUGONIA AVENUE 10440 ASHFORD STREET
13
@ --ADJUST WATER VALVE COVER TO GRADE - ------------------------------------------------
6
EA.
4
EA.
REDLANDS, CA. 92374 P.O. BOX 638
PHONE (800) 427-2200
Q_��SAWGUT/REMOVE EXISTIRG CURB & GUTTER TO LIMITS SHOWN ON THE PLAN.
RANCHO CUCAMONGA, CA, 91730
(SAWCUT 1' FROM EDGE OF EXISTING GUTTER) ------------------------------------------
PHONE; (9,09) 9,87-2591
L, F.
66
L.F.
@_-CONSTRUCT 26' WIDE LIMITED ACC: S CURB & GUTTER PER CITY STD, PLAN NO, 105-C,
SOUTHERN CALIFORNIA EDISON COMPANY VERIZON
WITH 5' LONG TRANSITION TO STD. CURB & GUTTER AT EACH END - -----------------------------
38
L. F.
46
L. F.
7951 REDWOOD AVENUE 1400 E. PHILIPS BOULEVARD
FONTANA, CA 92336 POMONA, CA 91730
@-RELOCATE EXISTING UTILITY POLE, BY CORRESPONDING UTILITY COMPANY,
PHONE: (909)367-:6581 PHONE: (800) 483-3000
COORDINATED AND PAID FOR BY THE DEVELOPER - ---- ------------------------------------
-
EA.
2
EA,
17 @ PROTECT- IN -PLACE -------------------------------------------------------------
-
EA.
-
EA.
19.
THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL
REMOVE OR RELOCATE MISCE LANEOUS STREET SIGNS ----------------------------------------
L
-
EA.
3
EA.
,L
NOT BE PLACED UNTII: ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY
Sil, REMOVE AND REPLACE EXISTING AC PAVEMENT TO MATCH EXISTING GRADE
HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS
AND ELEVATION. CONSTRUCT TRENCH RESTORATION PER CITY STD. PLAN NO. 120 ------------------
2
EA.
1
EA.
ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.
-
20,
ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE
INSTALL STREET TREE PER NOTES AND LEGEND ON THIS SHEET - -------------------------------
50
EA.
10
EA.
INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL BE
21 CONSTRUCT 8" CURB & GUTTER "A2-8" PER CITY STD. PLAN NO, -10,4 - -------------------------
20
L.F.
LOCATED BEHIND THE SIDEWALK.
q?)-CONSTRUCT 6- PCC DRIVEWAY - --------------------------------------------------------
832
1,155
L.F.
21.
WATERTIGHT JOINTS SHALL BE INSTALLED PER SECTION 306-1.2 OF THE
SAWCUT/REMOVE EXIST, DRIVEWAY TO WEST EDGE Of EXIST. SIDEWALK --------------------------
S.F.
-
S.F.
STANDARD SPECIFICATIONS,
-
��FILL EXIST. CULVERT/RCP WITH SLURRY AND ABANDON IN PLACE.
165
S.F.
CAP BOTH ENDS PER SPPWC SPECIFICATIONS (SEE DEMOLITION PLAN) - ---------------------------
-
&F.
S.F.
INDEX:
EXISTING OVERHEAD UTILITIES TO BE UNDERGROUNDED BY CORRESPONDING UTILITY
I
COMPANY,
COORDINATED AND PAID FOR BY THE DEVELOPER I. ------------ ----------------------
L.F.
L.F.
TITLE SHEET --------------------------
CONST. VARIABLE HEIGHT RETAINING WALL (TYPE B WALL) PER CITY STD. PLAN NO. 604 ---------------
L. F.
123
L.F.
LA VINE STREET PLAN, PROFILE AND DETAILS ------ 7-3
27 SAWGUT, REMOVE AND RECONST. CONIC. TRAIL TO MATCH EXIST. (4- P.C.C. 520-C-2500) --------------
S, F.
695
S,F,
RAMONA AVENUE PLAN AND:�PROFILE ----------- 4
REMOVE EXIST, D.G. CONC. HEADER AND RECONSTRUCT TO MATCH EXISTING.
4SED
DEMOLITION PLAN ---------------------- 5
CONST. 4" DEC, GRANITE AND CONC. HEADER PER CITY STD. PLAN NO. 534 - ----------------
S,F.
190 -
S,F.
STRIPING PLAN ------------------------ 6
29 CONSTRUCT RIVER WASHED GRANITE COBBLESTONES PER CITY STD. PLAN NO. 542 --------------------
(�� __
29,9
S.F.
-
S. F,
PACIFIC ELECTRIC TRAIL PLANS ------------- 79
30' CONSTRUCT CONCRETE HEADER PER CITY STD. PLAN NO, 534 - --------------------------------
@)_
30
L.F.
LANDSCAPE PLANS ----------- 10-L 17-L
-
L. F.
TOLL FREE 1716-
A PUBLIC SERVICE BY UNDERGROUND SERVICIE ALERT
10.5'
L�
22' 22'
4' 6.5
tWAL PARKWAY PROP. CURB & GUTTER
2% , 2% PROP. CURB & GUTTER
- 1.7%-2.5:% 1 7 9 5%
0
�11
1'<Z-",��",- " � * VARIES AS SHOWN
FAIMONA AVENUE
TYPICAL STREET SECT*
SCALE 1 "= 10'
WEST
RNV
RAMONA AVSNUE
SM 9641" V MIlf"
SCALE 1"-_101
ElEf TREE LEGEND
13
ico N
STREE7 TREEB NSTRUC`n0_N � OTES-
Sf TEV
EVC -
END OF VERTICAL CURVE
SID
EXISTING STORM DRAIN
PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHAH BE FURNISHED TO THE
CITY
MOC -
MIDDLE OF CURVE
w
EXISTING WATER LINE
C14
CF -
CURB FACE
RW
EXISTIN E
G R' CLAIMED WATER LINE
NOTES:
CL -
CENTERLINE
THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL) ON THE PROJECT SfDI Of RAMONA
I
SHALL BE UNDERGROUNDED FROM THE FIRST POLE SOUTH Of THE NORTH PROJECT BOUNDARY TO THE FIRST POLE SOUTH
EP -
EDGE OF PAVEMENT
IS
EXISTING SEWER LINE
COMES FIRST.
FL -
FLOWLINE
IL 7
CENTER LINE
UE
FOR DETAILED ARCHIBALD AVER ' PUBLIC IMPROVEMENT. SEE Di SHEETS L1-L8 ON: LIVID.
OF___L1_
FS -
FINISHED SURFACE
I�DR - AWiNG NO:.
R OPOSI D RIGHT OF WAY
SOILS ENGINEERS CIVIL ENGINEER:
i ja -.0 AA *v
GE3 -
GRADE BREAK
N
GEOTEK, Ii C. MADOLE & ASSOCIATES, INC.
19 U
PL -
PROPERTY LINE
PROPOSED CURB AND GUTTER
PRC -
POINT OF REVERSE CURVE
PROPOSE' EDGE OF PAVEMENT
RP -
RADIUS POINT
PROPOSED EASEMENT
R/W -
RIGHT OF WAY
TC -
TOP OF CURB
S,:
PROPOSED STORM DRAIN
TR -
TANGENT RATE
S
PROPOSED SEWER LINE
TRW -
TOP OF RETAINING WALL
PROPOSED RECLAIMED WATER LINE
TF -
TOP OF FOOTING
THW -
TOP OF HEADWALL
W
PROPOSED WATER LINE
EXISTING FIRE HYDRANT
PROPOSED STREET LIGHT
E:9
STORM DRAIN MANHOLE
PROPOSED STORM DRAIN CATCH BASIN
0
PROPOSED SEWER MANHOLE
WEST
EAST
R/W
R/W
22' 22'
4' 6.5
tWAL PARKWAY PROP. CURB & GUTTER
2% , 2% PROP. CURB & GUTTER
- 1.7%-2.5:% 1 7 9 5%
0
�11
1'<Z-",��",- " � * VARIES AS SHOWN
FAIMONA AVENUE
TYPICAL STREET SECT*
SCALE 1 "= 10'
WEST
RNV
RAMONA AVSNUE
SM 9641" V MIlf"
SCALE 1"-_101
ElEf TREE LEGEND
13
ico N
STREE7 TREEB NSTRUC`n0_N � OTES-
Sf TEV
1 .
E
ALL STREET TREES AR TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS.
2.
PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHAH BE FURNISHED TO THE
CITY
INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFI: L SOIL AMENDMENTS, AS
L
RCE: 556:72
DETERMINED BY THE CITY INSPECTOR.
3.
ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT.
4.
STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY,
NOTES:
1.
THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL) ON THE PROJECT SfDI Of RAMONA
AVENUE
SHALL BE UNDERGROUNDED FROM THE FIRST POLE SOUTH Of THE NORTH PROJECT BOUNDARY TO THE FIRST POLE SOUTH
OF THE PACIFIC ELECTRIC INLAND EMPIRE TRAIL, PRIOR To PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY,
WHICHEVER
M-aE* K*4KISM
COMES FIRST.
2.
A PERMIT SHALL BE OBTAINED FROM SANBAG FG ANY WORK WITHIN THEIR RIGHT-OF-WAY.
IL 7
3.
UE
FOR DETAILED ARCHIBALD AVER ' PUBLIC IMPROVEMENT. SEE Di SHEETS L1-L8 ON: LIVID.
OF___L1_
4.
TRAIL CONSTRUCTION NOTES SHOW-K-0 SHT. 7.
I�DR - AWiNG NO:.
SOILS ENGINEERS CIVIL ENGINEER:
i ja -.0 AA *v
Abi
N
GEOTEK, Ii C. MADOLE & ASSOCIATES, INC.
19 U
710 E. PARKRIDGE AVE, SUITE 105
(,npnK-IA CA q?'R7Q 9302 PITTSBURGH AVENUE, SUITE 230
'PROJECT
Sf TEV
01
WEST
R/W
I
1w tj dim
NOT
Italu W
a
mi
22
EXIST. BLOCKWALL
7.5' 35
PROP. CURB & GOITER, SIWALK E X ORD.
2%
'VAR. HEIGHT
REF. WALL
z
11 Iiiiiii'll 11 �I
jNft7U:w3TM-kj�jR' �ljj 11 1111 1 ill 11
D ATE: LVI&I15
RCE: 556:72
I RECOMMIENDI
OffiGH AVE, SUM 2m
XCAWNGA, QA_WW
M-aE* K*4KISM
S,::
04
rAk 91MAMM20
IL 7
cm
OF___L1_
361637
I�DR - AWiNG NO:.
i ja -.0 AA *v
Abi
8
J�
DEWAL
I
DATE:
--
CONSTRUCT 3" WIN. AC OVER 5.5" MN. CLASS 2 AGGREGATE WE (UPON CITY,/SOILS ENGINEER'S APPROVAL.):
17
PROTECT— IN —P E
CONSTRUCT 5" MIN. AC OVER 6" ERIN. CLASS 2 AGGREGATE EASE.
018—
REMOVE OR RELOCATE MISCELLANEOUS STREET SIGN.
—
CONSTRUCT 6" CURE & GLITTER "A2-6" PER CITE' STD. PLAN NO. 104.
*=—
SA' CUT, REMOVE AND REPLACE EXISTING AC PAVEMENT TO LATCH EXISTING
ANOTED,
GRADE
._..__CONSTRUCT
4 PCC SIDEWALK
SIDEWALK PER CITY STCi. PLAN NO.103 , �®-4 , UNLESS OTHERWISE
AND ELEVATION. CONSTRUCT TRENCH RESTORATION PER CITY STD, PLAN NO.
n
B
MADOLE
CONSTRUCT DRIVE APPROACH PER CITY STD. PLAN NO.101 TYPE R =1, W=16$ UNLESS
INSTALL STREET TREE PER NOTES AND LEGEND ON THIS SHEET.
_.. _ .................._..
RAWN
OTHERWISE NOTED.
21
I
_............._......... .._...,
'SHEET
6
CONSTRUCT CROSS — GUTTER PER CITY STD.'PLAN NO.106 —A.
En#f wing Cwmnuni&s fQr Life FAX 909.4810323
CONSTRUCT 6" PCC DRIVEWAY,
CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102.
0
7
1
i
PROP. SIDEWALK
/ I
Y
_ T-RUCT11ON NOTES.
I
DATE:
--
CONSTRUCT 3" WIN. AC OVER 5.5" MN. CLASS 2 AGGREGATE WE (UPON CITY,/SOILS ENGINEER'S APPROVAL.):
17
PROTECT— IN —P E
CONSTRUCT 5" MIN. AC OVER 6" ERIN. CLASS 2 AGGREGATE EASE.
018—
REMOVE OR RELOCATE MISCELLANEOUS STREET SIGN.
—
CONSTRUCT 6" CURE & GLITTER "A2-6" PER CITE' STD. PLAN NO. 104.
*=—
SA' CUT, REMOVE AND REPLACE EXISTING AC PAVEMENT TO LATCH EXISTING
ANOTED,
GRADE
._..__CONSTRUCT
4 PCC SIDEWALK
SIDEWALK PER CITY STCi. PLAN NO.103 , �®-4 , UNLESS OTHERWISE
AND ELEVATION. CONSTRUCT TRENCH RESTORATION PER CITY STD, PLAN NO.
MADOLE
CONSTRUCT DRIVE APPROACH PER CITY STD. PLAN NO.101 TYPE R =1, W=16$ UNLESS
INSTALL STREET TREE PER NOTES AND LEGEND ON THIS SHEET.
_.. _ .................._..
RAWN
OTHERWISE NOTED.
21
CONSTRUCT 8" CURE & CUTTER "A2 -8" PER CITY STD. 'PLAN NO. 104.
_............._......... .._...,
'SHEET
6
CONSTRUCT CROSS — GUTTER PER CITY STD.'PLAN NO.106 —A.
En#f wing Cwmnuni&s fQr Life FAX 909.4810323
CONSTRUCT 6" PCC DRIVEWAY,
CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102.
23
SA CUT/REMOVE EXIST. DRIVEWAY TO WEST EDGE OF EXIST. SIDEWALK.
HECKED.
0 - ___CONSTRUCT
LOCAL DEPRESSION PER CITY STD.PLAN NO.307, CASE PER DETAIL.
---FILL
EXIST. CULVERT/RCP WITH SLURRY AND ABANDON IN PLACE.
Z2
CAP BOTH ENDS PER SP C SPECIFICATIONS (SEE DEMOLITION PLAIT.
INSTALL FIRE HYDRANT 'DARKER PER CITY' STD. PLAN NO.134.,
25 --
EXISTING OVERHEAD UTILITIES T4 BE U DERGROUNDED BY CORRESPONDING UTILITY
1 O ---INSTALL
STREET NAME SIGN PER CITY STD'. PLAN' NO.401 —A 401 —E.
COMPANY, COORDINATED AND P FOR I THE DEVELOPER.
11
INSTALL STREET LIGHT 5800 LUMEN H.P.S."V. —E UI'VALENT LED BY S.C.E., PAID FOR AND
�6
COST. VARIABLE HEIGHT R A NG BALL (TYPE B 'ALLY PER CITY STD. PLAN NO.
�.
COORDINATED BY THE DEVELOPER,
27
SA MITT, REMOVE AND RECONST. COMO. TRAJL TO MATCH EXIST, (4° P.C.C. 520 —C -2
1
ADJUST MANHOLE RIM COVER / CLEA N OUT T O G P ADE.
�—
REMOVE EXIST. ST9 D,G, / CON C. HEADER AND RECONSTRUCT TO LATCH EXISTING.
"
13 - ---
ADJUST WATER VALVE COVER TO GRADE.
CON T. 4 DECOMPOSED GRANTrE AND Com. HEADER PER CITY STD. PLAN NO. 534.
29;
CONSTRUCT RIVER WASHED GRANITE COBBLESTONES PER CITY STD. PLAN NO. 542.
1
SAWCUT R EIvIO°VE EXISTING CURB GUTTER R T O LIMITS T5 SHOWN ON THE PLAN'.
CONSTRUCT CONCRETE HEADER PER OITT't" STD. PION NO. 534'.
,.
(SAWCUT 1 FROM EDGE OF EXISTING GUTTER)
1
CONSTRUCT 26° WIDE LIMITED ACCESS CURB & GUTTER PER CITY STD. PLAN NO. 105 ---C,
E
WITH 5 LONG TRANSITION TO STD. CURE & GUTTER AT EACH END.
�
1
RELOCATE EXISTING UTILITY POLE, BY CORRESPONDING UTILITY COMPANY,
COORDINATED AND PAID FOR BY THE DEVELOPER,
LOCAL DEPRU—SIGN DETAIL
CASE "
SCALE: 1' " -- 1 O°
DESCRIPTION of REVISION DATE APPROVED
APPROVED BY-
I
DATE:
CITY EIINEEIw
FE 5
1
_.......__ .........
ESIGN
RECOM NDED
'
GE
I
MADOLE
9302 Pli iSBURG1 AVE., SUI 230
N
_.. _ .................._..
RAWN
RANCHO CUCAMONGA, GA. 91730
PHONE 909.481.0322
_............._......... .._...,
'SHEET
N
GB
En#f wing Cwmnuni&s fQr Life FAX 909.4810323
OF
HECKED.
SCE No 36637
DRAPING NO.
WLI
Z2
J: \923- 2573 \street \StO2.dw g, 9/8/2015 11:15 :39 AM
w
Qll
.CONSTRUICTION
664
+
CONSTRUCT 30 MIN. AC OVER 5.5" MIN. CLASS 2 AGGREGATE BASE (UPON
CITY/SOILS ENGINEER'S APPROVAL).
D2
CONSTRUCT 5" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE BASE.
3
CONSTRUCT 6° CURB & GUTTER "A2-6" PER CITY STD. PLAN NO, 104,
04
1375
0'.'5 2'
390(
CONSTRUCT DRIVE APPROACH PER CITY STD. PLAN NO.101 TYPE R-1,
W=16' UNLESS
... ....... ... .
. ... .. . . .....
J,
1 CD
7
CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102.
8
CONSTRUCT LOCAL DEPRESSION PER CITY STD.PLAN NO.307, CASE PER
DETAIL.
9
0 �--INSTALL
FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134,
010-1
STALL STREET NAME SIGN PER CITY STD, PLAN NO.401—A & 401-8,
11
�COORDINATED
INSTALL STREET LIGHT 5800 LUMEN H.P.S.V.—EQUIVALENT LED BY S.C.E.;
PAID FOR AND
0152
BY THE DEVELOPER.
102 —ADJUST
MANHOLE RIM & COVER / CLEANOUT TO GRADE.
w
Qll
.CONSTRUICTION
NOTES
CONSTRUCT 30 MIN. AC OVER 5.5" MIN. CLASS 2 AGGREGATE BASE (UPON
CITY/SOILS ENGINEER'S APPROVAL).
D2
CONSTRUCT 5" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE BASE.
3
CONSTRUCT 6° CURB & GUTTER "A2-6" PER CITY STD. PLAN NO, 104,
04
CONSTRUCT 4" PCC SIDEWALK PER CITY STD, PLAN NO.103, W=4' UNLESS
OTHERWISE NOTED.
05
CONSTRUCT DRIVE APPROACH PER CITY STD. PLAN NO.101 TYPE R-1,
W=16' UNLESS
OTHERWISE NOTED,
CONSTRUCT CROSS—GUTTER PER CITY STD.PLAN NO.1'06—A.
7
CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 102.
8
CONSTRUCT LOCAL DEPRESSION PER CITY STD.PLAN NO.307, CASE PER
DETAIL.
9
0 �--INSTALL
FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134,
010-1
STALL STREET NAME SIGN PER CITY STD, PLAN NO.401—A & 401-8,
11
�COORDINATED
INSTALL STREET LIGHT 5800 LUMEN H.P.S.V.—EQUIVALENT LED BY S.C.E.;
PAID FOR AND
BY THE DEVELOPER.
102 —ADJUST
MANHOLE RIM & COVER / CLEANOUT TO GRADE.
13 ------ADJUST
WATER VALVE COVER TO GRADE.
014—SAWCUT/REMOVE
EXISTING CURB & GUTTER TO LIMITS SHOWN ON THE
PLAN.
(SAWGUT 1' FROM EDGE OF EXISTING GUTTER)
015—CON'STRUCT
26' WIDE LIMITED ACCESS CURB & GUTTER PER CITY STD.
PLAN NO. 105—C,
WITH 5' LONG TRANSITION TO STD. CURB & GUTTER AT EACH END.
SCALE IN FEET
40 80 120 160
W=7'
LOCAL DEPIRES15:111 N DETAIL
CASE "A"
SCALE: 1 " =1' 0'
25+18,00 CL C.B.#7
EXIST. GAS --J W=28'
a
LOCAL D:EPRIESS[ON DETAll
CASE "A"
SCALE, 1 "= 10'
EXIST. GAS ---/ W=28'
L QLEPRE5SI0,N UJAIL
CoM "A"
SCALE: 1 " -1 '
' I
NMI
LOCAL DEPRESSION DETAIL
CA'sE "Bw
SCALE: 1 "=10'
L N DETAIL
07CAL DEP: E52 0
CASE "A"
SCALE: 1 I" =1! 0''
DESCRIPTION oil REVISION
DATE 1 APPROVED
...... . ......... ................ .................. .............. ..........
h
u
CITY of RANCHO C �kIAONGA
1A923-2573\street\St03.dwg, 9/8/2015 11:16:26 AM
W/ 1'/, GUVLR
TO TOP FOOTING
is 8 1 i�
g�
I.-
LL_ Lo LA_
Ir
Qg� 1 k-
f-t- p; - : r- r � �, �N,
__7 cm -_1 �7_, -
REMOVE EXIST pi to M CD to m SB� 27 C4
c�
-.I: Z co CM -"Tiq, C-_� C14
CN
S/W DRIVEWAY U-)
LZ if
ca 131 f�� R
co 02�
C-4 VAULT T to
CL +
. I r.-4 � i p -
Em f r) ill 3?__ k-, A n-,
" �o i*� I - r__ --- I I TnL - Ln 6
WING 9� 'I-,' - _3 i% ZJ +'---4' Z3 _j p= I"'-"-- I
t-_d CD QD IFT
W-4'
CD
C%4! 26+1.1
f jc)
L& 'N CN C4 co . cq Eq m co m f�lv_ CN! ubtl
C-i Z ',,4
lavi LF; r__ Uj Z6� lr-� .1 RR ��tr-Zcg _Tt 17 W=D
r &Ubtl. 20
C-4to co m to rG as CEO ,ca r,,: t�o to fr-. C�o � 1-:: � A A R AV
to C-4
A
4
7.06 H
id
20
RM x q EXIST.
6�1 777—
T 7
4k
25 7
0-
0
M
Z
4 M,", "t;
-u�
- ----- ----
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/X",
0 N Al'_-�,F��,�,�,,
-MAT
X
P`�
-28
22
00
_,K) 4,
__o
M
-T.
Uj
MATCH EXIS
�,R�'r 1,12, il'i, PVWT.
Am
S. i �
%
7
3 N - 011, AI
_W4
N,
win
MR,
N 1A __7 - - ----
A
-- --- - ---- C, 0
--------- - ---- ------ ------- -----------
----- -----
4,
F
7
-7
F-3 'E
17
12
RM 09 Pi .6
w-, wm,. 26+64.62 ECR,
0 CD
7�EXIST. ELECT. CONDUIT 4 1 ZLI" L 10
IQ,
CIA 0
W�4' c, CN
FZ P? 78�.44TC; 77.4-417L
C14 C_)l
ql to
C=)
_nON NCTES ____4l 20�+42. BCR ct
UC "M
CONSTR bo
C14 <1
V__
78.2
FIL mr- ; i F
'I,- ft�
C-4 Z 75.46TC; 7C79
x r - MIN. CLASS 2 AGGREGATE BASE (UPON CITY/SOILS ENGINd �N� C/ 1,111 n
kjc\ 5'
CONSTRUCT 3" MIN. AC OVER 5.5 ER'S APPROVAL).
's +57.4.
Ld -D EXIST 12" CL CB it
IN
20+41.53 ECR
p 8 n�:
ROTECT TREES ADJACENT 11 1B
CONSTRUCT 5" MIN. AC OVER 6" MIN. CLASS 2 AGGREGATE BASE, I
27 WATER W:=10
T 5
TO WALL FENCE. 76.85TC; 76,118FL
--P 8 H 78.36,TC; 77,36FL
C4
C
)--CONSTRUCT 6" CURB & GUTTER "A2-6" PER CITY STD�. PLAN NO:, 1:04.
GELLA
REMOVE OR,/)RELO NIEOUS STREIE-7 SIGNS. 20+55103 CL C818
8
CONSTRUCT 4" PCC SIDEWALK PER: CITY STD. PLAN NO.103, W=4' UNLESS OTHERWISE 013—D=
NOTED. W=7',, V=5'
SAWCUT, REMOVE ANID REPLACE EXISTING AC PAVEMENT TO MATCH -EXIsflNG GRADE
0+73
77.14TC, 76.14FL, .47 JOIN EXIST. C & G
A
AND ELEWTION. CONSTRUCT TRENCH RESTOWION PER CITY STD. PLAN NO. 120� -- ----
(5���CONSTRUCT DRIVE APPROACH PER CITY STD. PLAN NO.101 TYPE R-1- W=16' U1NI:F'_;'_;_ NOTE: I PIQ kUP. 7-7 -TSM N
T�- BENCHMARK:
CITY OF RANCHO CUCAMONGA - 2" BRASS
4_1_1� DISK IN CONC. CURB STAMPED "CITY OF
RANCHO CUCAMONGA B!M 10058 1987" AT
THE,NORTHWEST CORNER OF BASEUNE RO)
AND ARCHIBALD AVE, 15 FT. WEST OF END
OF CURB RETURN AT WEST END OF CATCH
BASIN.
ELEVATION!- 1350.1014'
4, -
7:
ST.
N m
o �7-��
(�)—CONISTRUCT
LOCAL DEPRESSION PER CITY STD.:pLAN �N0.307, CASE PER DETAIL.
6
�23�,SAWCUT/REMOVE
EXIST. DRIVEWAY TO WEST EDGE OF EXIST. SIDEWALK,
9
INSTALL FIRE HYDRANT MARKER PER CITY STD PLAN NO. 134.
F1LL EXIST. CUILVERT/RCP WITH' SWRRY AND ABANDON IN PLACE.
CAP BOTH ENDS PER SPPWC SPECIFICAT11ONS (SEE DEMOLITION PLAN).
(�)_INSTALL
STREET NAME SIGN PER CITY STD. PLAN N'0.4,01-A & 401-8.
EXISTING OVERHEAD 'UTILITIES TO BE UNDERGROUINDED BY CORRESPONDING UTLUITY
INSTALL STREET UGHT 5800 WMEN H.P.S.V.-EQ IVALENT LED BY S.C.E.; PAID FOR, AND:
U
COMPANY, COORDI D AND PAID: FOR BY THE DEVELOPER-
COORDINATED BY THE DEVELOPER.
CONST. VARIABLE HEIGHT RETAINING WALL (TYPE B WALL) PER CITY STD�. PLAN NO:. 604.
1 11 . I
(28_�— REMOVE EXIST. D.G./ CONC. HEADER AND RECONSTRUCT TO MATCH EXIS17ING.
ut - I Ljp Li ��IJ�AUJLIbl WAItK VALVt k;VVtK lu GRADE. CONST. 4' DECOMPOSED GRANITE AND CONC. HEADER PER CITY STD. PLAN NO. 534.
" I ja
U Curve Table
—SAWCUT/REMOVE EXISTING CURB & GUTTER TO LIMITS SHOWN ON THE PLAN 29 CONSTRUCT RIVER WASHED GRANITE COBBLESTONES PER CITY STD. PLAN NO. 542.
(SAWCUT 1' FROM EDGE OF EXISTING GUTTER) CURVE DELTA RADIUS LENGTH TANGENT
e_23 30 C014STRUCT CONCRETE HEADER PER CfTY STD. PLAN NO. 534,
tA1VQVVV0AAVVVV,ANV~ AW tolt�
CONSTRUCT 26' WIDE LIMITED ACCESS CURB & GUTTER PER CITY STD. PLAN NO. 105-C, 31 CONSTRUCT MErAL HAND RAIL ON TOP OF WALL PER SPPWC STD. 606-4. ci 89* 36' 38' 35.00' 5434' 34.7:6'
DIAL
TWO WORKING WITH 5' LONG TRANSITION TO STD. CURB & GUTTER AT EACH END,
BEFORE DAYS BEFORE 32 INSTAH 2-IRRIGATION SLEEVES PER LANDSCAPE PLANS, SHT. 12L & 1:4L C2 90' 23' 22" 35.00' 55.22' 35.24'
YOU DIG YOU DIG (��_REILOCATE EXISTING UTILITY POLE, BY CORRESPONDING UnLITY COMPANY, 33 CONSTRUCT SIDENALK TRANSIT PER CITY STD. 103
COORDINATED AND PAID FOR BY THE DEVELOPER. C3 89' 17' 33" 2-0,00' 31.17' 11 9.75'
TOLL FREE 011: PROTECT-IN- PLACE EXISTING STORM DRAIN TO BE REMOVED PER :DEMOLITION PLAN. 0
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT C4 9T 42' 27' 20.00' 31.66' 20.25'
(��_�CGNSTRUCT CURBSIDE DRAIN MODIFIED CITY STD. PLAN NO. 107-13, (WIDTH=2.5').
f
CITY OF RANCHO CUCAMONGA - 2" BRASS
DISK IN CONC. CURB STAMPED "CITY OF
RANCHO CUCAMONGA BM 10058 1987" AT
THE NORTHWEST CORNER OF BASELINE RDAD
AND ARCHIBALD AVE. 15 FT. WEST OF END
OF CURB RETURN AT WEST END OF CATCH
BASIN.
4-�
SSA E' =20'�
-§ = : 1 " =
A
LA VINE STREET
RAMON AVENUE
INE)fCATES EXISTING PIPE/CULVERT SLURRY FILL
A
AL OUA hdTITla
REMOVAL CURB & GUTTER
295 LF
REMOVAL CONC. STRUCTURE
2,795 SF.
REMOVAL AC. PAVEMENT
19,722 SF.
REMOVAL CONC. PAVEMENT
733
REMOVAL CONC. SIDEWALK
2,442
REMOVAL S.D. PIPE
232 LF
SLURRY BACKFILL
180 LF,
REMOVAL STREET TREES
8 EA.
DESCRIPTION of REVIS40N
DATE APPROVED
- - -- --- - - - ----------------------------------------------- --- ------------
A: lC: 0 CUCAMONGA
CITY of R H
m
vm
GB
m
9302 PFFrSSURGH AVE., SUITE 230
RANGM CUCAMONGA, CA, 917$0
PHONE-. 909.481,6322
FAX 909.49t6320
SHEET
5 OF __j 7
11-11-1-1111111 ............ . . . 111-1-11-1--- --- I
DRAWING NO.
1:\923-2573\street\St05_Demo.dwg, 9/8/2015 11:19:23 AM
LA VINE STREET
(�D—APPLY 4" SOLID WHITE STRIPE PER CITY OF R.C. STD. DWG. 133
100
LF
(�)-- INSTALL STOP SIGN & POST AS NOTED ON PLAN PER CITY OF R.C. STD® DWG. 401 -B
1
EA
(9--AFIPLY DIRECTIONAL ARROWS AS SHOWN ON PLAN PER CALTRANS STD, NO. A-24A.
(3� --APPLY DOUBLE SOLID YELLOW STRIPE W/ -D" MARKERS PER CITY OF R.C. STD. 133.
420
L
(9 APPLY 12" SOLID WHITE CROSSWALK OR LIMIT LINE, THERMOPLASTIC.
168
LF
(36 --APPLY THERMOPLASTIC LEGEND, SYMBOL PER CALTRANS STD. NO. A-24C.
8
EA
(3� —APPLY 4" SKIP YELLOW CENTERLINE W/ "D" MARKERS PER CITY OF R.C. STD. 133,
90
LF
9-- APPLY 4" SOLID YELLOW STRIPE PER CITY OF R.C. STD. 133. — ----
50
LF
(9 INSTALL REFLECTIVE HYDRANT MARKER PER CITY OF R.C. STD. 134
4
EA
(4� _—INSTALL R26(S)(CA) "NO STOPPING ANYTIME" SIGN.
6
EA
ALL No T14MOFLASTIC RLOOK LOOK LOW LEGEND--
ATE OR INST
3
EA
NOTM
1. REMOVE ANY CONfUCTING STRIPE BY WET SANDBLASTING
Z ALL LE�5NDs,SYWBOLS, LlMrr LINES, AND CROSSWALKS
SHALL BE TRER11 OP 'LAST! C EXCEPT WITHIN BliE-L"ES.
i I I I pi iiiii i
I 111glip lipip
CITY ENGINEER
ESIGN
GB
RAN
GB
J:\923-2573\street\St06Stripe.dwg, 918/2015 11:18:13 AM
ow'y
Exp- 12-31-201:6
28
-------- T ACT,125312'
38 37 30 29 FIR ;No. 12542 M.S. 181 14' 18
it 21 15 14 13 12
- - - - 23 22 20 19 18 17 16
IA 19:1 ll Irl
�l 0 Arl A, 974
97 A 1 19, -111 �9: T -`47 -,Pl
M I Moll
I.-Il-lli No, iw! moms
m
w IS
PRWAM E"ffin NME TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON
THESE N E
H: SIE PLAI S ARE OBTAIN: D BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON
THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE
JOB SITE CONDITION'S DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
E
SAFETY OF ALL PERSONS : S A N D PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY,
AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
L C
LIABILITY ARISING FROM THE SOLE NEGLIGENCE E OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE
RESPONSIBILITY 0: F THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
BEGIINNIING :OF WORK MEANS ACCEPTANCE OF CONDITIONS,
CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY
BOXES AND LIDS, ETC.
CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE WORK.
THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST
BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD.
Q iu D N
I ANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY`.
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING
E
AND CONSTRUCTION. THE ENGINEER : IS NOT RESPONSIBLE FOR DISCREPANCIES IN FINAL
CONSTRUCTION QUANTITIES.
CONSTRUCTION NOTES:
E
CONSTRUCT STREET IDENTIFICATION P: R DETAILS ON SHEET, 1
EA
i
CONSTRUCT ATRIUM GRATE N:DS (GREEN) OR EQUAL AND CONIC. TRANSITION, 3
EA
CO N STRUCT 4" DECOMPOSED GRANITE TRAIL PER STANDARD PLAN #1001, 12,381
SF
(MATERIAL SUBMITTAL REQUIRED PRIOR : TO INSTALLATION).
CONSTRUCT CONCRETE HEADER PER CITY OF R.C. STD. 534. 2,185
LF
CONSTRUCT 18" GUNITE DITCH PER DETAIL ON SHEET 9. 850
LF
CONSTRUCT 24N24" DRAIN IN PER JENSEN D12424 1
EA
CONSTRUCT 6" PVC PIPE, SDR 35. 63
LF
CONSTRUCT 12" PVC PIPE, SDR 35. 82
LF
CONSTRUCT FCC REST AREA PAD (8'xl7'x4" THICK). BLOCK-OUT IN CNIC. 178
SF
FOR I 8%8" DONATION BRICK.
F10]
CONSTRUCT POINT OF INTEREST MONUMENT, SEE LANDSCAPE PLANS, 1
EA
1:
SHT. FOR DETAILS.
FMP5-0�"
� 4o. 36,537 1
Exp: 06-30-16
BENCHMARK:
CITY OF RANCHO CUCAMONGA — 2" BRASS
DISK IN CONIC. CURB SlAMPED ;tnY OF
RANCHO CUCAMONGA BM 10058 1981" Ar
THE NORTOM CORNE OF 8AqUINE ROAD
AND ARCHIBALD AVE. 16 FT. WEST OF END
OF CURB RETURN AT WM END Or CAMH
BASf
ELEVATION- 1350.014'
0
'ALI a
SCALE
1869.8
ISO
Harm=
— Fit*
ME
LAW
TOLL FREE KA
4 PUBLIC SERVICE BY ®. SERVICE ALERT
TRACT NO. 18912
VA
com,muc,nON: NOTE,S.
CONSTRUCT
STREET IDENTIFICATION
PER DETAILS ON SHEET 9.
F61
CONSTRUCT
24"x24" DRAIN INLET PER JENSEN D12424
ff]
CONSTRUCT
M
ATRIUM GRATE NDS
991 (GREEN) OR EQUAL AND CONC. TRANSITION.
CONSTRUCT"
PVC PIPE, SDR
35,
CONSTRUCT
4" DECOMPOSED GRANITE TRAI: PER STANDARD PLAN #1001.
CONSTRUCT
12" PVC PIPE, SDR
35.
(MATERIAL SUBMITTAL
REQUIRED
PRIOR TO INSTALLATION).
CONSTRUCT
FCC REST AREA PAD
(8'x17'x4" THICK).
CONSTRUCT
CONCRETE HEADER
PER CITY OF R.C. STD. 534.
BLOCK—OUT
IN CNC. FOR 8"x8"
DONATION BRICK. '
CONSTRUCT
18" GUNITE DITCH
PER DETAIL ON SHEET 9.
CONSTRUCT
POINT OF INTEREST
MONUMENT. SEE LANDSCAPE
PLANS, SHT.
FOR DETAILS.
1-oc-Arloix) 7-0 Je6vlsefej?
TRACT NO. 18912
VA
m
STREET I.D. SIGN DETAIL NOT
I STREET IDENTI1F-I0ATIW SIGN" TO BE
CONSTRUCTED OF TYPE I! - V PCC, 3000
PSI AT 28 DAYS,
2. REINFORCING SHALL BE 615 GRADE 60 STEEL
1 EXPOSED CONCRETE SURFACES TO BE SALTED
CONCRETE FINISHES..
4. COLORED CONCRETE TO BE CIRROMIX BY
SCOFIELD SYSTEMS OR EQUAL.-
EPDXY COAT PLAQUE
IN PLACE PER
WAN U FACTU R ERS
SPECIrICATIONS
b4
PLAQUE RECESS DETAIL
COLORED COW-
#5 BARS
PLAN CONC.
CONTROL JOINT DET "
0%
bTREEL,11.D. SIGN DETAIL
N.T.S.
0
RANCHO NGA PE TRAIL
�G EAST
FACIN'
Z'3'TREET Ioum"T:nkom;`ATION
FACING WEST
EXIST. CONC. TRAIL
1�1
4" THICK CONC.
GUNITE DITCH FLOW
-DETAL "W":
SCALE�
TRACT BNDRY.
TRACT
BOUNDARY
PACFIC ELECM KAD EMPIRE TRW
A 12'
VARIES
6' BLOCK WALL PER SEPARATE
PLAN & PERMIT
m
GRADING PLAN
2'
6' BLOCK WALL PER SEPARATE
PLAN & PERMIT
ROUGH PAD
F"A01FIC ELECTRIC IN"MID 5MPIRE TRAIL
5' MIN.
2%
TRACT
BOUNDARY
TR. NO. 1W2
#
TRACT
BOUNDARY
Z
PACM ELECTFIC HUM EMPIRE TRAIL
TR. NO. 1=2
........................ ................ ........... . .. .................... I .......... ............... . ....... .............................. ................................. .......... .........................
STREET IMPROVEMENT PLANS
z
GRADING PLAN
9'MAX. COMBINATION
PACIFIC ELECTRIC INLAND EMPIRE TRAIL
SCREEN/RET. WALL
2'
PER SEPARATE PLAN
CITY N a N
EGINEE R w SCE: 5367
AND PERMIT
1.
PROPOSED PAD
LOT 25
DRAWN
0302 PiT-rSBURGH AVE, SUFrE 230
RANCHO CUCAMONGA, CA. 917$0 -----------------
PHONE; 909 0,10322 SHEET
(9 13 FAX: 909 481.6320
9 17
-OF-
SCALE: 1 "=5'
DESCRI:PTION of REVISION DATE ;APPROVED
. . ........... .......... ........................... . ................... -------- .............. .................
CITY of RANCHO CUCAMONGA
Z
........................ ................ ........... . .. .................... I .......... ............... . ....... .............................. ................................. .......... .........................
STREET IMPROVEMENT PLANS
z
TRACT NO. 189112
PACIFIC ELECTRIC INLAND EMPIRE TRAIL
P6EqCTI0NS & DETAILS
Rw 20 - 15 1 1 3 DRC 2013-01083
o
----------- - ........... ...........
APPROVED B Y. 23, gg DATE:
CITY N a N
EGINEE R w SCE: 5367
---------------- .............
!DESIGN REC DED
ff
NIMTOWAD-�001L
DRAWN
0302 PiT-rSBURGH AVE, SUFrE 230
RANCHO CUCAMONGA, CA. 917$0 -----------------
PHONE; 909 0,10322 SHEET
(9 13 FAX: 909 481.6320
9 17
-OF-
- - - -- - --------
'&R 6ktD
36637 -- - - --- ----- - --
J&bhRCE No DRAWING NO.
DA: FILE NC)
J:\923-2573\street\St09 Trail Sections.dwg, 9/8/2015 11:21:10 AM
V IN LAVM
PACIFIC
BENCHMARK:
2' IN PLANT BED
CITY OF RANCHO CUCAMONGA - 2" BRASS
S"OR B"
'j"
DISK IN CONC, CURB STAMPED "CITY OF
SEE N �()Ti 2
DATE: i 10IG
�D
RANCHO CUCAMONGA BM 1OG58 1987" AT
F
CITY ENGIN.
THE NORTHWEST CORNER OF BASELINE ROAD
EXPOSED EDGES AND FINISH PER PLAN
AND ARCHIBALD AVE. 15 FT. WEST OF END
(INSTALL AT GRADE LEVEL AT SWALE
OF CURB RETURN AT WEST END OF CATCH
CROSSINGS)
BASIN.
FRANK
RADMACHER
S APt
ELEVATION. 1350.014'
FINISH GRACE
G E
EN' RAL NOTES:
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE
MORTARED STONE SWALE
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY,
Z AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR T O COMMENCING ANY WORK.
3. All WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD
CONCRETE IMADER
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
- SEE DETAIL BELOW
4. THIS WORK SHALL BE INSTALLED BY A LK:ENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION,
PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW.
S. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND
ASSOCIATES, iNC.
UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION,
DRA N
6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY
COBBLESTONE BENEATH COBBLE WX3 BAR
INSP ' ECTOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERCEDE SOILS AMENDMENT
RAKNM CUQMIOmk ak
Pme gmAmm
RECOMMENDATIONS SHOWN ON THE PLANS,
(UNLESS OTHERWISE INSTRUCTED)
7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.OW.ItIlESS DETAILED CONSTRUCTION AND
ptip
STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER.
MSTORICAL
8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES
SMALL HAVE A I FOOT WIDE FLAT AREA AT THE TOE OF SLOPE,
�ro
- SEE DETAIL "A"/ 1 IL T7
9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN
0
VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD
(TYPICALLY 60 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF
LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE
BOULDERS (TYR) 18", 24", 36
IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS
- SEE D ET AIL BELOW
WHICH SETTLE BELOW GRADE FERTILIZING, AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND
UP KEEP. MAINTENANCE ALL REPAIRS, REPLACEMENT, CLEANING, AND ADJUSTING NECESSARY TO KEEP
INCLUDES
OF
THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL
ACCEPTANCE OF THE WORK BY THE CITY.
STREET I. D. SIGN
10, APPLICATION OF ANY CHEMICALS SHALL BE BY ST ATE LICENSED PERSONNEL, ALL PESTICIDE APPLICATIONS REQUIRE A
SEE DETAIL "B" I IL
P.C.,A. RECOMMENDATION.
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSIENSE REPRESENTATIVE,
PHONE NUMBER 760-438-0525
12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
BETWEEN CITY-MAINTAINED I TURF AND CITY-MAINTAINED SHRUB AREAS - &' WIDE X 6'° DEEP CONCRETE HEADERS
BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8"WIDE X 6" DEEP CONCRETE HEADERS
BETWEEN CITY-MAINTAINED G.C. AND ANY PAIVATE-MAINTENANCE -6- WIDE X 6" DEEP CONCRETE HEADERS
FILE No
BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS
13, MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT
SHALL BE MADE II THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC
WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TOI FINAL CONSTRUCTION.
14 PUBLICLY MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA:
PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
CONCRETE PAD FOR REST AREA
PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO
THE CITY INSPECTOR.
PER CIVIL ENGINEERS PLAN
ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS
DETERMINED BY THE CITY INSPECTOR.
ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
V IN LAVM
PACIFIC
CASE 2 BOULDER PEA STO 642-A
2' IN PLANT BED
(LOCATE PER Pl,," TMIN' SOILDEPTHAT
S"OR B"
'j"
EDGEOFOOBBLE
SEE N �()Ti 2
DATE: i 10IG
�D
008SLE$TONE
F
CITY ENGIN.
'721 DO :
EXPOSED EDGES AND FINISH PER PLAN
(INSTALL AT GRADE LEVEL AT SWALE
CROSSINGS)
3-117 MINIMUM
FRANK
RADMACHER
NOTE&
1. PROVICE SCORE JOINTS AT liO'-V'O;.G. AND 318" EXPANSION JOINTS AT
z 8" WDE CONCRETE HEADER TO SS USED ONLY W40: ADJAGENT TO; GITY�MAINTAINSD
TURR
3. CONCRETE TO BE 520-C-2500 MIN.
4. HEADERS To BE USED AS EDGETREATI�NTS TO ALL t01313LE AREAS, AS AN EDGE
TREAWENT"To ALL NON4�RDSCAPE LIMITS OF MRK, AND 9tIWbtN ALL TURF AND
GROUNWOVER AREAS.
STANDARD PLAN
CONCRETE HEADER
534
DATE USE VATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS—FM'DON SHERT I OF i
PLANTER
AREA
SIDEINALK HARDSCAPE
JOIN AT RIGHT ANGLES 9W.)
TMIN. 14' . RAO.
EXISTING CURB
OR" WALK
END 1-1—
NOTES:
1. CONCRETE CLASS 620-D625M
2. ROCK SIZES, UNILF68011HERNSE SPECIFIED-WILL BE:
BOULDERS; MAX, ITT - MIN. 118"
COSELESTONE& MAX. IV-MN, 6"WTH ONE FLAT SIDE
a. BOULDERS SHALL HAVE 1 M EMBEDMENT, COBBLES SHALL HAVE 213 EMBEDMENT
4. ALL SPACESSErAE-EN STONES SHALL BEFILLED, WITH GLASS'a MORTAR. 1 PART CEMENT To 2-7jl PARTS SAND, 20M Psi
PORTLAND CEMENT CONCRETE. (NO 'DRY-PACK' IS ALLOWED)
5. A SAMPLE AREA, MIN. 40 SQ. Fr., SHALL BE APPROVED SY THE CITY INSPECTOR, PRIOR TO PROCEEDING VATH
REMAINING ROCK WORK.
S. FINAL RESnNO POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CRY INSPECTOR,
T. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OWECTIONABLE DISFIGURATIONS AND EXCESSIVE [RON CONTENT.
B. ALL COBBLE STONE AREAS SMALL HAVE OW CONCRETE HEADER AS AN EDGE AT PLAINTING,
9. ROCK SCAPESiOQU) FOLLOW GRADE WiERE SLOPES EXJST AND MAI NTAIIN A 2% MIN. AT ALLTIMES WTHIN THE R.O.W,
CITY OF RANCHO CUCAMONGA, CALIFORNIA
OVER BY: RIVER WASHED GRANITE STANDARD PLAN
COBBLESTONES 642
=NeINIFER DATE USE WITH STANDARD sPEOIFICATIONs FOR PUBLIC womscaNsTRucTiam SHEET I OF i
BOULDER SIZE AND
LOCAT!ON PER PLAN
- - - --- - - - ---------
UND157JRBFD NAITVE SOIL
AWACENTHAROW-APE
REFER To PLAN
NOTES:
1. BOULDER PER CONMUOTION !PLAN, PSCE8$ AT LEAST 10 OF BOUILDRITA, DEPTH INT 0 SUSQRADE AS
SHORN. PLACE BEFORE FORMING CONCRETE PAYING. LANDSCAPE ARCHITECTTO APPROVE
BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION.
2, VT POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING SOULDERS.
3. ADJACENT CONCRETE PAVINO POURED AROUND BOULDER, ME CONSTRUCTION PLAN.
4.96% COMPACTED SUB-GRAM.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
STANDARD PLAN
BOULDER PLACEMENT
542-A
DATE use WITH STANDARD spEciricAmoNs FOR PUBLIC WORKS romsTRuanom SHEETSOFI
L W-1 11; ri W0 In i i R 1 170
- SEE DETAIL BELOW
ljw&
iTly-171 I 1012wn 1IN
PACIFIC
CASE 2 BOULDER PEA STO 642-A
(LOCATE PER Pl,," TMIN' SOILDEPTHAT
DRC 2013-01083
EDGEOFOOBBLE
APPROVED -M
#m
R,
DATE: i 10IG
�D
008SLE$TONE
CONCRETE HEADER -112' RADIUS
CITY ENGIN.
'721 DO :
EXPOSED EDGES AND FINISH PER PLAN
(INSTALL AT GRADE LEVEL AT SWALE
CROSSINGS)
3-117 MINIMUM
FRANK
RADMACHER
S APt
DESIGN
FINISH GRACE
CASE 3
MORTARED STONE SWALE
m iMMM AVF, SM 200
ASSOCIATES, iNC.
41 DO BED CONCRETE CURB
DRA N
COBBLESTONE BENEATH COBBLE WX3 BAR
iV3 RE-SAR CONTINUOUS
RAKNM CUQMIOmk ak
Pme gmAmm
z
01– TM N. 1 4� MAX. RAD.
(UNLESS OTHERWISE INSTRUCTED)
S`PCC MOW OLIREI CURB & GUTTER
PER CITY STD. S34
NOTE&
1. PROVICE SCORE JOINTS AT liO'-V'O;.G. AND 318" EXPANSION JOINTS AT
z 8" WDE CONCRETE HEADER TO SS USED ONLY W40: ADJAGENT TO; GITY�MAINTAINSD
TURR
3. CONCRETE TO BE 520-C-2500 MIN.
4. HEADERS To BE USED AS EDGETREATI�NTS TO ALL t01313LE AREAS, AS AN EDGE
TREAWENT"To ALL NON4�RDSCAPE LIMITS OF MRK, AND 9tIWbtN ALL TURF AND
GROUNWOVER AREAS.
STANDARD PLAN
CONCRETE HEADER
534
DATE USE VATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS—FM'DON SHERT I OF i
PLANTER
AREA
SIDEINALK HARDSCAPE
JOIN AT RIGHT ANGLES 9W.)
TMIN. 14' . RAO.
EXISTING CURB
OR" WALK
END 1-1—
NOTES:
1. CONCRETE CLASS 620-D625M
2. ROCK SIZES, UNILF68011HERNSE SPECIFIED-WILL BE:
BOULDERS; MAX, ITT - MIN. 118"
COSELESTONE& MAX. IV-MN, 6"WTH ONE FLAT SIDE
a. BOULDERS SHALL HAVE 1 M EMBEDMENT, COBBLES SHALL HAVE 213 EMBEDMENT
4. ALL SPACESSErAE-EN STONES SHALL BEFILLED, WITH GLASS'a MORTAR. 1 PART CEMENT To 2-7jl PARTS SAND, 20M Psi
PORTLAND CEMENT CONCRETE. (NO 'DRY-PACK' IS ALLOWED)
5. A SAMPLE AREA, MIN. 40 SQ. Fr., SHALL BE APPROVED SY THE CITY INSPECTOR, PRIOR TO PROCEEDING VATH
REMAINING ROCK WORK.
S. FINAL RESnNO POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CRY INSPECTOR,
T. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OWECTIONABLE DISFIGURATIONS AND EXCESSIVE [RON CONTENT.
B. ALL COBBLE STONE AREAS SMALL HAVE OW CONCRETE HEADER AS AN EDGE AT PLAINTING,
9. ROCK SCAPESiOQU) FOLLOW GRADE WiERE SLOPES EXJST AND MAI NTAIIN A 2% MIN. AT ALLTIMES WTHIN THE R.O.W,
CITY OF RANCHO CUCAMONGA, CALIFORNIA
OVER BY: RIVER WASHED GRANITE STANDARD PLAN
COBBLESTONES 642
=NeINIFER DATE USE WITH STANDARD sPEOIFICATIONs FOR PUBLIC womscaNsTRucTiam SHEET I OF i
BOULDER SIZE AND
LOCAT!ON PER PLAN
- - - --- - - - ---------
UND157JRBFD NAITVE SOIL
AWACENTHAROW-APE
REFER To PLAN
NOTES:
1. BOULDER PER CONMUOTION !PLAN, PSCE8$ AT LEAST 10 OF BOUILDRITA, DEPTH INT 0 SUSQRADE AS
SHORN. PLACE BEFORE FORMING CONCRETE PAYING. LANDSCAPE ARCHITECTTO APPROVE
BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION.
2, VT POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING SOULDERS.
3. ADJACENT CONCRETE PAVINO POURED AROUND BOULDER, ME CONSTRUCTION PLAN.
4.96% COMPACTED SUB-GRAM.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
STANDARD PLAN
BOULDER PLACEMENT
542-A
DATE use WITH STANDARD spEciricAmoNs FOR PUBLIC WORKS romsTRuanom SHEETSOFI
L W-1 11; ri W0 In i i R 1 170
- SEE DETAIL BELOW
ljw&
iTly-171 I 1012wn 1IN
PACIFIC
ELECTRIC`�]NLAND EMPIRE TIRAIL
ROw 2015-07 9
DRC 2013-01083
FRAM 3039
APPROVED -M
#m
R,
DATE: i 10IG
�D
CITY ENGIN.
'721 DO :
RAE: 5,1671
FRANK
RADMACHER
S APt
DESIGN
REMUNDED
m iMMM AVF, SM 200
ASSOCIATES, iNC.
Signacit
DRA N
RAKNM CUQMIOmk ak
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SHEET
Landscape Amhitects
ll-i 16
R
Engineering'Cammunifies for Life FAXT OMMOM
17
'VI
Dot
OF
PHONE (714) 832-1774 FAX (714) 832-5721
14941 Yorha Street, Suite 204 - Tbstin, CA 92780
EMAll- FRAlll0@FRAWC.NET
CHICKID
RCE No 36637
DRAWING NO.
DATE
FILE No
im
I
c— 2 81'
CAP
0416 2011 �6 1
1 PLAQUE I
FL INSET 1/4"
SCORED JOINT, TY10.
9=1
w
1 I—ff-
CONCRETE CAP 3987
PORCELAIN GRAY
7
#5
Lu
(3
CM
C>
LL
r
co
Im
STREET I.D. SIGN DETAIL NOTES:
1. STREET MENTIRCATIOW SIGN TO BE
CONSTRUCTED GF TYPE (I — V PCC, 3000
PSI AT 28 OAYS.
2. REINFORCING SHALL BE 615 GRADE 60 STEEL,
3. EXPOSED CONCRETE SURFACES TO BE SALTED
GONCIETE FINISHES.
4. COLORED CONCkETE TO BE CHROMIX BY
SCOFTELD SYSTEMS OR EQUAL.
EPDXY COAT PwijE
IN PLACE PER
MANORCTURERS
SPECIFICA'11014S
PLAQUE REG ESS DETAIL
COLORED COW.
PLAIN GONG. #5 BARS
-CONTROL JOINT DETkL,/�B
STREET I.D. SIGN DETAIL.
N.T.s.
m_
NCTE-
1. REFER TO MASONRY NOTE,
ON TH15 S44EET.
2. MORTAR COLOR TO MA
CONCRETE CAP, I
RANCHO CUCAMONGA PE TRAIL
STREET lD'F__NTlFlC/\Tl0N
FACING WEST
DESCRIPTION 6f REVISION
N
c
CITY of RANCHO UICAM0 GA
CONSTRUCTION DETAILS
TRACT NO. 18912
PACIFIC ELECTRIC INLAND EMPIRE TRAIL''-'
1011110�01 Kloj�m'# 110
DATE: joj�, fo
R;CE: 53W
IMADOLE AW, $14M
ok
DR
AWN
k1r4T ;114
PH" SIX= SHEET
Engineering C&ftjnUfiftieg for Lik FM 909AWIM
11L 17
iCHECIKED
RCE No DRAWING NO.
q
DATE FILE No 9
A094 10.1
-7
CONCRETE TRAIL
-----------
WATER METER
NI
SIZE 1 -1/2'
ELEVATION
1313,
(55.1)(0.62)(0-7 x 5,310 + x
6TATIC PIRE65URE
120
Lou 113 F'el
SOURCE OF INFORMATION
/Tod MMi�om
(55.1)(0.62)(0.5 x 5,170 + 0.3 x SLA)
PHONE NUM5E1
('� O ) III -25 1
DATE Or- INFORMATION
6-24- ro
REMOTE CONTROL VALVE
aw,
x SLA)
MAXIMUM DEMAND
12.8 G.F.M.
ELEVATION OF WIGHr:$T HEAD
1315.00,
GHIECKED
QTY SIZE
ITEM
LOSS
1 1-1/2'
WATER METER
2.0
1 1-1/2'
ft'M$S, RE G, (PALL -OFF)
1 1-1/2'
R.P. BAr-KFLOW DEVICE
—5.
12.0
1 1-1/2'
FLOW SENSOR
1.2
1 1-112'
MASTER VALVE
2.2
1 20
BALL VALVE ($)
1.5
150, iz.=
MAIN LINE
1-4�
19
R. .V. ASSEMBLY
3.5
12' 14114'
LATERAL LINE LOSS
EXISTING CALSENSE 2000 - 18STATIONCONTROLLER 00:11 IN ENCLOSURE
FITTINGS LOS$ (10%)
PVC SCH. 80 SLEEVE - SIZES NOTED. BURY MIX 2wl BeLow PAVEMENTJYP.
533
Sh6& 14
ELEVATION CHANGE (*2')
TOTAL $Yev-lEM LOSSES-
PRESSURE TO Of SKATE HEAD,
3000
TOTAL PRESSURE R'E(PUIRED:
LOWEST STATIC PRESSURE AVAILABLE-
113.0
f0RE-$ET REGULATED PRESSURE (Ir- REQUIRED):
15.0
RESIDUAL WATER PRE$$UFRE.
10-5
CITY REQUIRED RIESIDUAL LUAT ER FIRM55UREt
15-20
"RECLAIMED" RRIGATI N LEGEND
MAWA =
MAN FACTURI RJ MOD L NO. /08SOM Jp TION
SLA)
MAWA =
(55.1)(0.62)(0-7 x 5,310 + x
A,Bi,C
MAWA =
126,973 GALLONS/YEAR
APPROVED BY-
EAWU =
(55.1)(0.62)(0.5 x 5,170 + 0.3 x SLA)
S:heeit 14L
IIII-Igligm IIIIII I'll III IF
98,115 GAL./YR.
NETAF[M US4. ;'7ECHLINE RW'#TLR"4-121 0 DOUBLE TREE RING (A GPH A:. 12" 0. C.
55.1 0. 6 �2) ( 0. 1�40+�0-3
x SLA)
(HZ2)
�5x
VJV
D
GHIECKED
TOTAL
e
Shet 14L
#
= 100,772 GAL./YR. (79% OF
MAWA)
1-1/2": VMTTS &6400-SS BALL VALVE
518
Sheot 14L
1 " NELSON #7645 BRASS QUICK COUPLER VALVE ��ME THREADS FOR SLOW FLOW
536
CONTROL, wfR FM ED VMRNFNG � #7641 KEY
Sheet 14L
EXISTING RO.C. EQUIPMENT w/1-1)2":RECLAf ED WATER METER, BALL VALVE, 1 -1/2" PRIES&,
REGULATOR, 1-112" BACKIPLOW, 1-1 /2" FLOW METER & 1-11211 MASTER VALVE
EXISTING ELECTRICAL P.O.C. w/ METERED SNCL08URE
EXISTING CALSENSE 2000 - 18STATIONCONTROLLER 00:11 IN ENCLOSURE
PVC SCH. 80 SLEEVE - SIZES NOTED. BURY MIX 2wl BeLow PAVEMENTJYP.
533
Sh6& 14
NON-PRESSURE LKrERAL LINE Pl' ING USE
P SCH. 40 PURPLE RECLAIMED MITER
PIPE - 3W'MINIMUM & A8 NOTED.
'ILE
014A)
56P
AB 1881 IRRIGATION CALCULATION
MAWA =
(ETo)(0.62)(0.7 x LA + 0-3 x
SLA)
MAWA =
(55.1)(0.62)(0-7 x 5,310 + x
SLA)
MAWA =
126,973 GALLONS/YEAR
APPROVED BY-
EAWU =
(55.1)(0.62)(0.5 x 5,170 + 0.3 x SLA)
(H Z1)
98,115 GAL./YR.
EAWU =
55.1 0. 6 �2) ( 0. 1�40+�0-3
x SLA)
(HZ2)
�5x
VJV
2,657 GAL./YR.
GHIECKED
TOTAL
FWR
EAWU
= 100,772 GAL./YR. (79% OF
MAWA)
• �
0
BENOHMARK�
CITY OF RANCHO CUCAMONGA - 2" BRASS
DISK IN CONI CURB STAMI�El) "tV OF
RANCHO CUCAMONGA BM 10058 1967' AT
THE NORTHWEST CORNER OF BASELINE ROAD
AND ARCHIBALD AVE. 15 FT. WEST OF END
y;
F CURB RETURN AT WEST END Or CATCH
BASIN.
ELEVATION, 1350.014'
DESCRIPTION of
FAX 01 4-7
RICE N;o
TRACTN
ROw 2015- 0
APPROVED BY-
CITY ENGIREM
DESIGN
FWR
DRAWN
VJV
:p
GHIECKED
7,�,,- 1
FWR
FAX 01 4-7
RICE N;o
U T
GN
10
•
R.
PLANTIN! LEGEND.-
BOTANICAL NAME
COMMON NAM: E
SIZE
SPACING
NOTES
QTY
TREES:
T H
1 G ILOPSIS UNEARIS
Desert Willow
24 box
per plan
STD
12
T2 CHITALPA TAB HICE NTENSIS 'PI NK DAWN'
Pink Dawn Chit pa
36" box
per plan
STI)
3
SHRUBS:
S1 CISTUS 'SIB NSE 7
®r
5 g
4'o.c.
101
:
SALVIA SONOMENSIS
Sortoma Sage
5 gal.
To.c.
78
S3 7-AUSCHNERIA CALIFORNICA
California Fuchsia
5 gal
To.c.
38
S4 LEUCOPHYLLUM F.'COMPACTA'
Texas Ranger
5 gal'
5' O.C.
25
S5 ARCTOSTAPHYLOS D.' HOWARD M: WINN'
amanita
5 gal'
6' 0a c.
32
S6 MUHLENBERGIA RIDE NS
Deer Grass
5 gal'
5' o, c.
11
GROUNDCOVER:
GC ERIC Ohl KARVINSKIANUS
Mexican Daisy
I gal.
3o.c.
80
ROCK COBBLE AR�EA: 3,049 sq.ft.
PLANTED E. 5$04 sqft
FRAh
FRANK
RADMACI-WR
P,
ASSOCIATES, INC.
PHONE (714) 832-1774
148-41 Yorba St
EMAIL FRA1110@RUWC-NET
Landscape,, Archiwts
FAX (714) 932-5721
t, Suite 204 • Tustin, cA 92790
Sflqpndkums
Dote
DESCRUPTION Of REVISION
:4
NSA' ml,i A r* i rtf
0
EAN BACKFILL - SEE
SOPLECS. FOR MATERIAL.
90% COMPACTION REQUIRED
PROVIDE V' MIN. OF SAND
BEDDING AND SHADDING
. .............
. ...................
............................ li
A I I=—
CONTROL WIRE SLEEVE -
t M—t SIZE PER PLAN INSTALL
ADJACENT TO PRESSURE
SUPPLY LINE
ra
I .ill .................
PRESSURE SUPPLY LINE
SLEEVE - SIZE TWICE
DIAMETER OF PRESSURE
6"TYP. SUPPLY LINE
NON-PRESSURE LATERAL
LINE SLEEVE - SIZE TWICE
DIAMETER OF NON-PRESSURE
LATERAL LINE
NOTES-
1. ALL SLEEVES TO BE SCH 40 PVC.
2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
3. ROUTE SL NAG AROUND HANDICAP RAMPS,
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STIR. PLAID I �D
(24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION).
5, MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET.
6. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HEAR CAPE.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
ROVED BY: STANDARD PLAN
TYPICAL SLEEVING
533
(ENGINEER DATE: USE WTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET I OF I
MANUAL FLUSH VALVE
PLUMBED TO PVC ❑R PULE'
Techtine START
CONNECTION
MALE ADAPTER
PVC OR POLY EXHAUST HEADER
PVC ❑R : POLY SUPPLY HEADER
Tech(Ine START
C[INNECTION
SEE DETAIL 4 OF 4
REMOTE CDNTROL
VALVE WITH DISC
FILTER AND PRV
"-PERIMETER LATERALS
L-
2ff TO 40 FROM EDIG E
TECHLINE RW CENTER
NJ.S�
33 DNP QUICK
10.
NETAFIM FILTER
2. CONTROL WIRES NTH 36' SERVICE COIL
11.
NSTAFIMPFISSSUM REGULATOR
COUPLING VALVE
DBY OR EQUAL,
12.
BCH 4d PVC MALE ADAPTER,
3. RECTANGULAR PLASTIC VALVE BOX HEAT
13.
BCH 401 PVC BALL VALVE r).
WITH PURPLE
CHARACTERS.
14—
BCH 80 PVC CLOSE NIPPLE ft
4. PVC MAINLINE PER SPECIFICATIONS
RUBBER CAP
PEA GRAVEL SUMP, MINIMUM 6DEEP.
(LENGTH AS REQUIRED).
16
BRICK SUPPORTS (4 COMMON, BRICKS
S. BCH 40 PVC ELL (W).
STAINLESS STEEL
6. NATIVE SOIL PER SPECIFICATIONS.
17,
LATERAL LINE TO DRIP SYSTEM.
7. CONTROL WIRES TO CONTROLLER
8. PVC MAINLINE FITTING. (18- DEEP)
SCREW CLAMP:
B. IN-LINE VALVE PER IRRIGATION PLAN
MINIMUM (3) P
3/4" WASHED
C!"HED
AGGREGA:M BASE
t;
SCH 40 BRASS NIPPLE
SCH 40 BRASS NIPPLE
24"LONG
i. .........
----ffOT TO —SCALE MIN. FLOW RATE - 2.0 UPM
MAX. FLOW RATE - 20.E GPM
LEGEND
1, FINISH GRADE.
10.
NETAFIM FILTER
2. CONTROL WIRES NTH 36' SERVICE COIL
11.
NSTAFIMPFISSSUM REGULATOR
AND WATERPROOF WIRE CONNECTIONS,
DBY OR EQUAL,
12.
BCH 4d PVC MALE ADAPTER,
3. RECTANGULAR PLASTIC VALVE BOX HEAT
13.
BCH 401 PVC BALL VALVE r).
BRAND STATION NUMBER ON LID IN THIGH
CHARACTERS.
14—
BCH 80 PVC CLOSE NIPPLE ft
4. PVC MAINLINE PER SPECIFICATIONS
15.
PEA GRAVEL SUMP, MINIMUM 6DEEP.
(LENGTH AS REQUIRED).
16
BRICK SUPPORTS (4 COMMON, BRICKS
S. BCH 40 PVC ELL (W).
REQUIRED).
6. NATIVE SOIL PER SPECIFICATIONS.
17,
LATERAL LINE TO DRIP SYSTEM.
7. CONTROL WIRES TO CONTROLLER
8. PVC MAINLINE FITTING. (18- DEEP)
B. IN-LINE VALVE PER IRRIGATION PLAN
�jz
I
=-wimm
- VALVE
mo
SECTION 02810
IRRIGATION
1. GENERAL
1 �101 DESCRIPTION
A. Scope of Work: Provide all labor, materials, trans*portation, and services necessary to furnish and
install irrigation systems as shown on the drawings and described herein
B. Related Work in Other Sections:
1. Landscape Fine Grading Section (022601
2. Landscape Planting Section 1028001
3. Landscape Maintenance [028401
4. Site and Street Furnishings (029451
1.02 QUALITY ASSURANCE ANb REQUIREMENTS
A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all inspections
as required-
B. Manufacturees Dlrections� Manufacturer's directions and detailed drawings shall be followed it) all
cases where the manufacturers of articles used in this contract furnish directions covering points not
shown in the drawings and specifications.
C. Ordinances and Regulations� Alt local, municipal and state laws, rules and regulations governing or
relating to any portion of this work are hereby Incorporated into and made a part of these
specifications, and their provisions shall be carried out by the Contractor. Anything contained in
these specifications shall not be construed to conflict with any of the above rules and regulations or
requirements of the same. However, when these specifications and drawings call for or describe
materials, workmanship, or construction of a better quality, higher standard, or laFger Size than is
required by the above rules and regulations, the provisions of these specifications and drawings
shall take precedence.
D. Explanation of Drawings:
I. Due to the scale of drawings it is not possible to indicate all offsets, fittings, sleeves, etc. which
may be required. The Contractor shall carefully investigate the structural and finished
conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc, as
may be required to meet Such conditions. Drawings are generally diagrammatic and indfoative
of the work to be installed in such a manner as to avoid conflicts between irrigation system,
planting and architectural features.
2. The word, "Architect" as used herein shall refer to the Owner's authorized representative.
3. Ali work called for on the drawings by notes or details shall be furnished and instaFled whether
or not specifically mentioned in the specifications.
4. The Contractor shall not wiflfully install the irrigation system as shown on the drawings when it is
obvious in the field that obstructions, grade differences or discrepancies in area dimensions
exist that might not have been considered in engineering. Such obstructions or differences
should be brought to the attention of the Ownees authorized representative. In the event this
notification is not performed, the irrigation Contractor shall assume full responsibility for any
revision necessary.
1.03 SUBMITTALS
A. Materials List:
1. The Contractor shall fumish the artiCISS, equipment, materials or Processes Specified by name in
the drawings and specifications, No substitution will be allowed without prior written approval
by the Architect.
2. A complete material list shall be submitted prior to performing any work. The material list shall
include the manufacturer, model number and description of all materials and equipment to be
used.
3, Equipment of materials installed or furnished without prior approval by the Architect may be
rejected and the Contractor required to remove such materials at his own,expense.
4� The approval of any item, alternate or substitute indicates only that the product of products
apparently meet the requirements of the drawings and specifications on 'the basis of the
information or samples submitted.
5� The manufacturer's warranties shall not relieve the Contractor of his liability under the
guarantee. Such warranties shall only supplement the guarantee.
S. Record and As-Built Drawings as Required by OwneT:
1 . The Contractor Shall provide and keep up-to-date a Complete as-buill record set of blueline
ozalid prints which shall be corrected daily and show ev" change from the original drawings
and specifications and the exact as-built locations, sizes and kinds of equipment. Prints for this
purpose may be obtained from the Architect at cost. This set of drawings shall be kept an the
site and shall be used only as a record set.,
2, These drawings shall also serve as work progress sheets and shelf be the basis for
measurement and payment for work completed, These drawings shal� be available at all times
for inspection arid shall be kept in a location designated by the Architect. Should the record set,
blue line or as-built progress sheets not be available for review Or up-to-date at the time of any
inspection (refer to section 3.10 - Inspection Schedule), it will be assumed no work has been,
completed and the Contractor will be assessed the cost of that site visit at the current bitting rate
oi the Architect. No other inspection shall take place prior to payment of that assessment.
& The Contractor shall make neat and legible notations on the as-buill progress sheet daily as the
work proceeds, showing the work as actually Instal led, For example, should a piece of
equipment be instailed in a location that does not match the plan, the Contractor must indicate
that the equipment has been relocated in a graphic manner so as to match the original symbols
as indicated in the irrigation legend. The relocated equipment and dimensions will then be
transferred to the original as-builit plan at the proper time.
4� Before the date of the final inspection the Contractor shall transfer all information from the
as-built prints to a sepia myler or sirinliar mylar material procured from the Architect. Ali work
shall be in waterproof India ink and applied to the mylar by a technical pen made expressly for
use an mylar material, Such pen shall be similar to those manufactured by Rapidograph,
Kue,ffel & Esser or Faber CasteV. The dimensions shall be made so as to be easily readable
even on the final controller chart (see sectiori C). The original mylar as-built plan Shall be
submitted to the Architect for approval prior to the making of the controller chart.
S. The Contractor shall dimension from two (211 permanent points of reference, building corners,
sidewalk or road intersections etc. the location of the following items:
a, Connection to existing water lines-
b. Connection to existing electrical power.
c, Gate valves,
d. Routing of sprinkler pressure lines (dimension max. 100' along routing).
e. Sprinkler control valves.
f. Routing of control wiring.
g, Quick coupling valves.
h. Other related equipment as directed by the Architect.
6, On or before the ciate of the final inspection the Contractor shall defiver the corrected and
completed sepias to the Architect, Delivery of the seplas will not relieve the Contractor of the
responsibility of furnishing required Wormation that may be omitted from the prints,
C Controller Charts:
I . As-Wilt drawings shalt be approved by the Architect before controller chairts, are prepared,
2. Provide one controller chart for each controller supplied.
S. The chart shall show the area controlled by the autornatic controller and shall be the maximum
size which the controller door will allow.
4. Thechart is to be a reduced draWing of the actual as-bvilt sytem. However, in the event the
t
controller sequence is not legible when the drawing is reduced, ii shall be enlarged to a size
that will remain legible when reduced.
5, The chart shall be a blackline or bluetine ozalid print and a different color shall be used to
indicate the area of coverage foreach station.
6. When completed and approved, the chart shall be hermetically sealed between two pieces Of
plastic, each piece being a minimum of 10 mils,
7. These charts shall be completed and approved Prior to final inspection of the irrigation system.
D, Operation and Maffiteriance Manuals:
I � Prepare and deliver to the Architect within ten calendar days prior to completion of construction,
two hard cover binders with three rings containing the fouawing information:
a. Index sheet stating Contractors address and telephone number, list of equipment with
name and address of local manufacturer's representative.
b� Catalog and parts sheet on every material and equipment installed unde-r this contract,
c, Guarantee statement.
d. Complete operating and maintenance instruction on all major equipment.
2. In addition to the above mentioned maintenance manualls. provide the Owner's maintenance
personnel with instructions for major equipment and show evidence in writing to the Architect at
the conclusion of the project that this service has been rendered.
E. Equipment to be Furnisbed:
1. Supply as apart of this contract the following toots:
a. Two (2) sets of special toots required for removing, disassembling and adjusting each type
U1 *pJ u m1VI difU Vtjlyt: 4,UlJW1t:�U U1 I LMS PlUJUGL
b, Two (2) five foot valve keys for operation of gate valves
c. Two (2) keys for each automatic controller.
dl� One (1) quick coupler key and matching hose swivel for every five (6) orr fraction theTeof of
each type of quick coupling valve installed.
2. The above mentionedequipment shall be turned over to the Owner at the conclusion of 'the
project, Before final inspection can occur, evidence that the Owner has received material must
be shown to the Architect.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
A, Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling,
loading, unloading and storing of PVC pipe and fittings. Ali PVC pipe shall be transported in a
vehicle which allows the length of the pipe to lie flat so as not to subject it to undue bending or
concentrated external load at any point. Any section of pipe that 11tas been dented or damaged will
be discarded and, if installed, shall be replaced with now piping.
1.05 SUBSTITUTIONS
A. If the irrigation contractor wishes to substitute any equipment or Materials for the equipment or
materials listed on the irrigation drawings and speciftations, he may do so by providing The
following information to the Owqer's authorized representative for approval:
1 , Provide a statement indicating the reasons for making the substitution. Use a sepeTate sheet of
paper for each item to be substituted.
2. Provide descriptive catalog literature, performance charts and Row charts for each item to be
substituted.
3, Provide the amount of cost savings if the substituted item is approved.
B. The Owner's authorized representative shall have the sale responsibility in accepting or rejecting
any substituted item as an approved equal to the equipment and materials listed on the Irrigation
drawings and specifications.
1,06 GUARANTEE
A. The guarantee for the sprinkler irrigation system shall be made in accordance with the attached
form. The general conditions and supplementary conditions of the specifications shall be filed witn
the Owner or his representative prior to acceptance of the irrigation system.
B� A copy of the guarantee form shall be re-typed onto the Contractors letterhead and contain the
following information *
GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
We hereby guarantee that the sprinkler irrigation system we have furnished arid installed is free
from defects in materials and workmanship, and the work has been completed in accordance with
the drawings and specifications, ordinary wear and tear and untmual abuse, or neglect excepted.
We agree to repair or replace any defects in material or workmanship which may devefop during the
period of one year from date of acceptance and also to repair or replace ainy damage resulting from
the repairing or replacing of such defects at no additional cost to the Owr*r. We shall make such
repairs or replacements within a reasonable time, as determined by the Owner, after receipt of
written notice. In the event of our failure to make such repairs or replacements within a reasonable
time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said
repairs or replacementsmade at our expense and we will pay the costs and charges therefore upon
demand.
PROJECT:
LOCATION.
SIGNED:
ADDRESS:.
PHONE:
DATE OF ACCEPTANCE- E
2. PRODUCTS
2,01 MATERIALS
A. General, Use only new materials of brands and types noted on drawings, specified herein or
approved equals.
B. PVC Pressure Mainline Pipe and Fittings:
1. Pressure mainline piping for sizes 2" and larger shall be PVC Class 31 5�
2, Pipe shall be made from, NSF approved Type 1, Grade J, PVC compound conforming to ASTM
resin specification D1 784. All pipe niust meet requirements as set forth in Federal Specification
PS-22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Pipe),
3� Pressure mainline piping for sizes 1- 112" and smaller shall be PVC Schedule 40 with solvent
welded joints.
4. Pipe shall be made from NSF approved Type 1, Grade I Pvc compound conforming to ASTM
resin specification 1785. Ail pipe must meet requirements as set forth in Federal Specification
PS-21-70�
5. PVIC solvent�weld fittings shall be schedule 40, 1-20, 11-1 NSF approved conforming to ASTM
test procedure D2466.
6, Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type and
installation methods prescribed by the manufacturer.
7� All PVC pipe must bear the following markings:
a. Manufacturer's name
b� Nominal pipe size
c. Schedule or class
d, Pressure rating, in P. S, 1,
e. NSF (National Sanitation Foundation]i approval
f, Date of extrusion
8, All fittings sbail bear the manufacturer's name or trademark, material designation, size,
applicable i.P,S. schedule and NSF seal of approval,
C, PVC Non-Pressure Lateral Line Piping:
1, Non-pressure buried lateral line piping shall be PVC Class 200 with solvent-weld joints when
installed in planting areas.
2. Pipe shall be made from N:SF approved, Type 1, Grade I I PVC compound conforming to ASTM
resin specification D17$4. Ali pipe must meet requirements set forth in Federal Specification
PS-22-70 with an appropriate standard dimension ratio.
3. Except as noted in paragraphs 1 and 2 of section 2.01 S, all requirements for non-pressure
lateral line pipe and fittings shall be the same as for solvent-weld pressure mainline pipe and
fittings as set forth in section 2.01 B of these specifications-
D, Bross Pipe and Fittings:
1, Where indicated on the drawings, use red brass screwed pipe conforming to Federal
Specification #WVV-P-351.
E. Galvanized Pipe Fittings:
1 . Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel
screwed pipe.
2. Fittings shall be medium. galvanized, screwed, beaded, malleable iron. Galvanized couplings
may be merchant coupling.
3. All galvanized pipe and fittings installed below grade shall be painted with two (2) coats of
Koppes #50 biturriastic.
F� Gate Valves�
I . Gate valves 3" and smaller shah be 1251b. SWP bronze gate valve with screw-in bonnet,
non-rising stem and solid wedge disc.
2. Gate valves 3" and smaller shall have threaded ends and shall be equipped with a bronze
handwheel.
3. Gate valves 3" and smaller shall be similar to those manufactured by NJ BCO or approved equal.
4. All gate valves shall be installed per installation detail.
G. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body designed for
working pressure of 15.0 P.S.1, operable with quick coupler. Key size and type shall be as shown on
plans.
H. Backflow Prevention Units:
1. Backfiaw prevention units shall be of size and type indicated on the irrigation drawings. install
backillow prevention units in accordance with irrigation construction details,
2, VVye strainers at backi'low prevention units shall have a bronzed screwed body with 60 mesh
monel screen and shall be similar to Bailey #1006 or approved equal,
L Check Valves:
I . Swing c�heck valves 2" and smaller shall be 200 pound W.O.G, bronze construction with
replaceable composition, neoprene or rubber disc and shall meet or exceed Federal
Specification VM-V-51 D, Class A, Type IV.
2, Anti-drain valves shall be of heavy duty virgin PVC construction With F-i. P. thread inlet and
outlel, Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field
adjustable against drawout from 5 to 40 feet of head, Anti-drain valve shall be similar to the
Valcon "ADW or approved equal.
J. Control Wiring:
1. Connections between the automatic controllers and the electric control valves shall be made
E. Line Clearance: All lines shall have a minimum clearance of six �6) inches from each Other and from
lines of other trades. Parallel lines shall not be installed directly over one another.
F, Automatic Controller: Install in stainless steel enclosure.
G. High Voltage Wiring for Automatic ControPers.-
1, 120 volt power connection to the automatic controller shall t;�e provided by the irrigation
Contractor,
2. All electrical work shall conform to local codes, ordinances and union authorities having
jurl&dictlon,
H, Remote Control Valves: Install where shown on drawings and details, When grouped together,
allow at least twelve (12') inches between valves. Install each remote control valve in a seperate
valve box, Each valve number shall be stenciled on valve box top with exterior paint.
1, Flushing of System:
1 - After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion
work has been completed, and prior to installation of sprinkler heads, the control valves shall be
opened and full head of water used to flush out the system.
2, Sprinkler heads shall be installed only after ftushing of the system has been accomplished to the
complete setisfaction of the Architect.
J. SprinWer Heads:
1. tristall the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this
work shall be equivalent in ail respects to those itemized.
2, Spacing of heads shaft not exceed the maximum indicated on the drawings. In no case shall
the spacing exceed the maximum recommended by the manufacturer,
3.04 TEMPORARY REPAIRS: The Owner reserves the right to make temporary repairs as necessar� to
keep the sprinkler system equipment in operating condition, The exercise of this right by the Owner
shall not relieve the Contractor Of his TeSponsilAities; under the terms of the guarantee as herein
specified,
3.05 EXIST[NG TRIEEES,, 'Where it is necessary to excavate adjacent to existing trees the Contractor shall
use all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and
larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly
in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to
prevent scarring or excessive drying. Where a ditching machirie is run close to trees having roots
smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be ha nd trimmed,
making complete, clean cuts, Roots one (1) inch and larger in diameter shall be painted with two coats
of Tree Seal or equal. Trenches adjacent to ltrees should be closed within twenty four (24) hours- where
this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or
canvas.
106 FIELD QUALITY CONTROL
A, Adjustment of the System�
1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to
prevent overspray onto walks, roadways and buitclings as much as possible.
2. If it is determined that adjustments in the irrigation equipment will provide proper and more
adequate coverage, the Contractor shall make such adjustments prior to planting, Adjustments
may also include changes in nozzle sizes and degrees of arc as required,
3. LGwering raised sprinkler heads by the Contractor shall be accomplished within ten (10) days
after notification by the Owner.
4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on
the plans.
8. Testing of Irrigation System:
1. The contractor shall request the presence of the Architect in writing at least 48 hours in advance
of testing.
2. Test all pressure lines under hydrostatic pressure of 1:50 pounds per square inch and prove
watertight. Note: Testing of pressure mainlines shall ocour prior to instatlation of electric control
valves.
3� All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per
square inch and proved watertight prior to paving.
4. Sustainpressure in lines for not less than two (2) hours. If leaks develop, replace joints ant
repeat test until entire system is proven watertight.
5. All h:ydrostatic tests shalt be made only in the presence of the Architect or another duly
authorized representative of the Owner, No pipe shall be backfilled until it has been inspected,
tested and approved in writing.
6� Furnish necessary force pump and all other equipment,
7. When the sprinkler irrigation system is completed perform a coverage test in the presence of the
Architect to determine if the water coveragefor planting areas is complete and adequate.
Furnish all materials and perform all work required to correct any inadequacies of coverage -
without bringing this to the atterytion of the Architect - due to deviation from plans or where the
system has been willfully installed as indicated on the drawings when it is obviously inadequate,
This test shall be accomplished before any ground cover is planted.
8. Upon completion of each phase of work, the entire system shalt be tested and adjusted to meet
site requirements.
3,07 MAINTENANCE: The entire sprinkler irrigation system shall be under full automatic operation for a
period of seven (7) days prior to any planting. The Architect reserves the right to waive or shorten the
operation period.
I
3.08 CLEAN-UP. G ean-up shall be made as each portion of work progresses, Refuse and excess dirl. shall
be removed from the site, all walks and paving shall be broomed or washed down, and any damage
sustained on the work of others shall be repaired to original conditions.
3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE '
A. The Contractor shall operate each system in its entirety for the Architect at time of final observation,
Any items deemed not acceptable by the Architect shall be reworked to the complete satisfaction of
the ArOttect.
F3. The Contractor shall show evidence to the Architect that the Owner has received all accessories,
charts, record drawings and equipment as required before final inspection can occur.0
3,10 OBSERVATION SCHEDULE
A. Contractor shall be responsible for notifying the Architect !:In advance for the following observation
meetings, according to the time indicated:
1 , Pre-job conference - 7 days,
2, Pressure supply line installation and testing - 4:8 hours.
3, Automatic controller installation - 48 hours.
4. Control wire installation - 46 hours.
5. Lateral line & Sprinkler installation - 48 hours.
6. Coverage test - 48 hours.
7. Final inspection - 7 day&
B. When observations have been conducted by other then the
Architect, show evidence in writing of when and by whom
these observations were made.
C. Na site observations will commence without as-built drawings.
in the event the Contractor calls ','or a site visit without as-built
drawings, without completing previously noted corrections or
without preparing the system for said visit he shall be
responsible for reimbursing the Architect at his current billing
rates per hour portal (plus transportation costs) for
inconvenience. No further site visits will be scheduled unlit lhis
charge has been paid and recelved.
nnff��
DOUBLE STAKED TREE STANDARDPLAN
5 GAL - 24" BOX 50:2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC MRKS03MSTRUCTION SHEET I OF i
EXTEND 21 ABOVE
FINISH CRAVE
FINIS14 CRAVE
OF ROOT BALL. DO NOT MCK TAXT 9OLL.
1A L; 4 1 M pli
Ti sell
k w 4 a - , �� "I "I "I , I
PLANT PIT TO BE (2) TI ES THE
WIDTH OF THE ROOT BALL,
NAME BACKFILL NTH NO
ROCKS GREATER T14AN V'
DIAMETER.
m t i r Ill
4
M111
DESCRIPTION of REVISION
I . ............
%CITY ofFENUANC %wo 'AMU UA
ArA &
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APPROVED BY: g:
DATE:
MY ENGINEER
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Engineer* 66nmunhk� for th� MAKOW
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