HomeMy WebLinkAboutParcel 11 Precise Grading SanbornTHE PROPERTY OWNER/ENGINEER OF RECORD/CONTRACTOR SHALL ADHERE TO THE CITY OF TEMECULA 'S
STANDARD NOTES AS SPECIFIED IN APPENDICES D, E, F, AND G OF THE "ENGINEERING & CONSTRUCTION
MANUAL" (I.E. SECTION 6-2) IN ACCORDANCE TO CHAPTER 18.06 OF THE "CONSTRUCTION, GRADING AND
ENCROACHMENT" ORDINANCE NO, 13-01. COPIES OF THE NOTES SHALL BE AVAILABLE ONSITE AT ALL TIMES
DURING THE CONSTRUCTION OF THE PROJECT.
CONSTRUCTION NOTES
.......... ..................... ........................ ........................ ...... ........ .....................
QUANTITIES
0sDESCRIPTION
PERMEABLE PAVERS AREA PER DETAIL ON
7122
SF
SHEET 4
... ....... ........ ------- ------------- -------
2 3�4" AC(TON)PAVEMENT OVER 6" CLASS 11 AB( CY)
............. -
.......... .......................... .............. ............ ...........
616
.......... . ...... I'll-1.1.11,..---,.,.---.,.,..l-",.
CY ...........
6 3 of PVC PERF PIPE .............. ................. ............ .........
424
......... --------
...... LF
4 EXISTING TREE TO BE REMOVED z
9
EA
........... .......................................................................................
'6 a
CURB TYPE ""D-6"' PER CITY OF TEMECULA
. ..............
I STD. 204A
971
LF
- ................... .............. .... . .. ....................... . ... . ....
1.5' CURB OPENING
-------------- ........... . .....
9
------ ---
LF
.......
...........
ADA ACCESS RAMPS FOR ALL INTERSECTIONS
............... ............
7 PER CITY OF TEMECULA STD. DWG NOP402
338
SF
TRUNCATED DOMES ONLY
........................ ............
.........
8 DETAIL A PER DETAIL ON SHEET 3
.............. .-_ll ......
2
EA
.............
9 �PROPOSED PARKING LIGHT
......... .......
4
EA
. . .......... .._ - ------ ............ ...... .......
10f24"X24" GRATE INLET PER DETAIL ON SHEET 4
......... ..
3
EA
11 INSTALL 12" PVC (SDR 35) PIPE
198
LF
............... _111"..".11 ....................... ......... .___ .................. ............... ....... ............................
12 1EXISTING TREE TO REMAIN
...........
................
. .. ... . ................ .... _...."11-1 ... ............. I ............. ----- -------- _13 _,__.__l_l.
18" WIDE NATURAL COLOR CONCRETE BAND W/
1
EA
SMOOTH TROWEL FINISH
14� INSTALL 18" RCP D LOAD 2000 SD PIPE
.......................................... ............. 111111111-1 ........................ ........ __ ......... ......................... ...........
.................... ..............
55
................
LF
15 INTEGRAL COLOR SANDBLASTED CONCRETE
335
SF
161AREA FOR PLANTER
...............
CONSTRUCT DRIVEWAY PER CITY OF TEMECUL
A 7
. .......
--- - - ---
STD, DWG. NO. 207A ............. ............... ..................
1
......... ............... ......
EA
............ .............. .......
18 1 NOT IN USE
........... ..................... ............... ................... .......... _ ...... ............. ..............................
1 CONST. 18"" WIDE CONC. "STEPOUr PER DETAIL HEREON';
.................
191
& TRANSITION DETAILS A PER DETAIL ON SHEET 4 z
369
LF
............. _1111111 -------- .................... ................ .........................................
20� TREE GRATE (SEE LANDSCAPE PLANS PER DETAILS)
i
..........................
9
............................
EA
i --------------- ............ ..... ... .............................. ------ . ..... ....... ........ ------------ -----------
30 'STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON
. ......... ............ _ -------- .........
1
..
EA
ISHEET 5 TC-1,, TC-3
------- --- I—— ---- --
31 SILT FENCE PER DETAIL ON SHEET 5
............... .............. _111111_1111 ................ ......... ..........
912
LF
32 �CHECK DAM PER DETAIL ON SHEET 5
............. I .......... ...................... .................... ............. .....................
...................
11
.......
................... ............
EA .........
33 1 AREA INLET PROTECTION PER DETAIL ON SHEET 5 i
3
EA
PARCEL 11 PM 23561-1 PM 157/44
ASSESSORS PARCEL NO.
. . .. . . ...... . . . .. .. ...................
APN: 910-272-011
TOPOGRAPHIC SOURCE
TOPOGRAPHY DATED APRIL 271, 2015 BY
DELTA SURVEYING & MAPPING
26323 JEFFERSON AVE
MURRIETA CA 92562
PH:951-764-0158 FAX:951-795-4144
WWW.DELTASURVEYOR.COM
EARTHWORK QUANTITIES
R
RAW FILL— 698 C.Y.
#UANTITIES ARE ESTIMATES ONLY AN[Y-
CONTRACTOR IS TO VERIFY QUANTITIES
PRIOR TO CONSTRUCTION
Al 1. S
Zito .0
LOT ACREAGE I
AREA = 130 NET & GROSI
E-gy"P: WILFREDO VENTURA,
NO GRUBBING/CLEARING OF THE SITE SHALL OCCUR PRIOR TO SCHEDULING THE PRE —GRADING MEETING WITH PUBLIC WORKS, ALL PROJECT SITES
CONTAINING SUITABLE HABITAT FOR BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, REQUIRE A 30—DAY PRECONSTRUCTION SURVEY THAT
SHALL BE CONDUCTED WITHIN 30 DAYS PRIOR TO GROUND DISTURBANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESULTS OF THE
SURVEY INDICATE THAT NO BURROWING OWLS ARE PRESENT ON —SITE, THEN THE PROJECT MAY MOVE FORWARD WITH GRADING, UPON PLANNING
DIVISION APPROVAL. IF BURROWING OWLS ARE FOUND TO BE PRESENT OR NESTING ON —SITE DURING THE PRECONSTRUCTION SURVEY, THEN THE
FOLLOWING RECOMMENDATIONS MUST BE ADHERED TO: EXCLUSION AND RELOCATION ACTIVITIES MAY NOT OCCUR DURING THE BREEDING SEASON, WHICH
IS DEFINED AS MARCH 1 THROUGH AUGUST 31, WITH THE FOLLOWING EXCEPTION: FROM MARCH 1 THROUGH MARCH 15 AND FROM AUGUST 1
THROUGH AUGUST 31 EXCLUSION AND RELOCATION ACTIVITIES MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND APPROPRIATE REGULATORY
AGENCIES (IF ANY) THAT EGG LAYING OR CHICK REARING IS NOT TAKING PLACE, THIS DETERMINATION MUST BE MADE BY A QUALIFIED BIOLOGIST.
06103
1. THIS LAND IS NOT SUBJECT TO LIQUEFACTION OR OTHER GEOLOGIC HAZARDS.
2. THIS MAP IS NOT INCLUDED IN THE FEMA FLOODWAY MAP OF RIVERSIDE COUNTY, C.A.
3. THIS LAND IS NOT SUBJECT TO OVERFLOW, INUNDATION, OR FLOOD HAZARD
4. THERE ARE NO KNOWN EASEMENT WITHIN THE PROJECT SITE.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO
COMMENCEMENT OF WORK.
*CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITY LATERALS AND SHALL NOTIFY ENGINEERS IF THERE ARE
DISCREPANCIES. CONTRACTOR SHALL VERIFY THIS AS SOON AS POSSIBLE IN ORDER FOR THE ENGINEERS TO MAKE THE PLAN CHANGES.
REVISIONS
Contractor
Inspector —
Date Completed
ACC 0
.. d a-, 11TI-1.4-m
CITY OF TEMECULA
642 ONT' PLOTPA 17-1SAN B rv,AVEN U h
40
,\c3
00`
1700
N
000
,SOIL ENGINEER:
EARTH STRATA GEOTECHNICAL SERVICES, INC
42184 REMINGTON AVENUE,
TEMECULA, CA 92591
PHONE: (951)397-8315
lilmn- . .. ; J
WILFREIMT.D, VEWURA
R.C.E. No, 66532 ___
ell
. . . . . . ....
A
30 SCALE
Checked By
repared Under Supervision Of
Date
r%
Expires 06/30/20
A.
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41427 SANBORN AVE T7S R3W SEC 35 RHO
TEMECULA, CA 92590 TB.M.P. PAGE 958 GRID F3
VICINITY MAP
NO. SCALE
�. *w. 13: 0 V i 0 ff WI
TITLE SHEET & INDEX MAP .......... ... — ...... __........................ I
PRECISE GRADING PLAN..............__................—.....................2
PRECISE GRADING PLAN — ..................... _ ....... ___........._3
DETAILS AND SITE SECTIONS............._......._._.......................4
EROSION & SEDIMENT CONTROL PLAN ..................... __._......5
BENCH MARK
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992
RANCHO CALIFORNIA, 0.6 MILE (1.0 KM) SOUTHWEST ALONG STATE
HWY 79 FROM THE INTERSECTION WITH MARGARITA RD, AT THE
SOUTHWEST CORNER OF HWY 79 AND AVENIDA DE MISSIONES, 115.5
FEET (.35.2 M) SOUTH OF THE DX5510a'CENTERLINE OF HWY 79,
53.5 FEET (16.3 M) WEST OF THE CENTERLINE OF AVENIDA DE
Ilk MISSIONES, 9.5 FEET (2,9 M) WEST OF CURB FACE, 2 FEET (0.6 M)
N
WEST OF STREET LIGHT STANDARD. A STANDARD MWDSC 3-1/4
INCH BRASS DISK SET IN TOP OF A 8 INCH DIAMETER CONCRETE
POST 0.1 FOOT ABOVE 'GROUND. EL= 1043.91 (feet)
LEGEND
FIRE HYDRANT AC — ASPHALT PAVEMENT
LIGHT TG — TOP OF GRATE
LANDSCAPE FS — FINISHED SURFACE
® — METER, PULL BOX R/W — RIGHT OF WAY
— EX. CONCRETE C&G — CURB AND GUTTER
— PROP. CONCETE PL — PROPERTY LINE
WM WATER METER
EC — EDGE OF CONCRETE FH FIRE HYDRANT
00 PROPOSED GRADE FL — FLOWLINE
(00) — EXISTING GRADE INV — INSERT ELEVATION
% TC — TOP OF CURB PROPERTY LINE
TE — TRASH ENCLOSURE STREET CENTERLINE
FF — FINISHED FLOOR
TR — TRANSFORMER
WH — MANHOLE
WV — WATER VALVE
COLOR SANDBLASTED CONCRETE
-4DID# 9 33C383595
W—i., I Q — 1 19, 111
BUILDING ANC --aAFETY
.REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED
ACCESS AND ACCESSIBILITY ONLY.
APPROVED BY:
.DATE:
CITY F T EE M E C U LA Drawing No.
PA 17-1642—SANBORN AVENUE PARKING LOT
— PARCEL
11 PM 23561 Pc— i
..... PRECISE GRADING PLAN L
TITLE SHEET Sheet of __:5
ME
CONSTRUCTION RECORD
Contractor - — -
Inspector
Dote Completed
EX, 8 , p\IC sF-WEF�
No. 66532
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CONSTRUCTION NOTES
........... - -- ----------------------------------------------- I -- - --------------- ----- . ............ -----------------------
QUANTITIES
ODEORIPTION
zPERMEABLE PAVERS AREA PER DETAIL ON
7122 SF
;SHEET 4
......... ................... . .............. ............. ........ ..........
2 14"' AC(TON)PAVEMENT OVER 6" CLASS 11 AB(CYY
........... ............. . . ................. .
5
............... 1-11-1 .............................. ................................. .. ......... -11 ... . .............. ", -------- - - ------------- -
616 CY
.......... . ...................... .............
3 6" PVC PERF PIPE F
........... ---- ....... 1,11-11,111-1111 ............... ........ ......... ............. ......
424
................ .............
LF
4 i EXISTING TREE TO BE REMOVED
9
EA
.......................... ............. ...... .... ........ ........................................
5 6" CURB TYPE "D-61" PER CITY OF TEMEC ULA
..................... ..................................................
971
LF
STD. 204A
............ ---- ....... .......... - ............. ..............................................
6 1.5" CURB OPENING
..................................................................
9
LF
.................. .. -, ------ ----------- --------------- .............................. ..............................
ADA ACCESS RAMPS FOR ALL INTERSECTIONS
.................................... ..........
. ........... ------
7 PER CITY OF TEMECULA STD. DWG NO.402
338
SF
ITRUNCATED DOMES ONLY
.............. �-1-�-1-����11.11�,�l".�,�..".",.�'ll"�,�ll,� ....................... ................................... ...... ....... ....... ..........
......................... 1.1111-11-1
................
8 DETAIL A PER DETAIL HEREON
2
EA
.......... .......
9 PROPOSED PARKING LIGHT
----------
4
EA
10 24"'X24" GRATE INLET PER DETAIL ON SHEET 4
....................... ..........
3
................. ................... ..................
EA ................ -...
PVC (SDR 35) PIPE 11 :INSTALL 12
i
198
LF
.......... ........
12 EXISTING TREE TO REMAIN
.......
.......
............ . ...... - - ---------------- - -------- ------- - - - ................. ... . ........... ........... ----------------------------
13 18" WIDE NATURAL COLOR CONCRETE BAND W/
',SMOOTH
..............................................
1
- - ----------------------- ----------
EA
TROWEL FINISH
................ ........
......
14 INSTALL 18a' RCP D LOAD 2000 SD PIPE
......................................................
55
....... .....................
LF ...............
15 INTEGRAL COLOR SANDBLASTED CONCRETE
.............
. ................................ 335
SF
. ............ ....... ..............
16 AREA FOR PLANTER
----------------------
-----------------------
17 �CONSTRUCT DRIVEWAY PER CITY OF TEMECULA
STD. DWG. NO. 207A
............. ------- ........... ..........
1
...............
EA
18 1 NOT IN USE
......................................... ..................................... ...... ......
CONST. 18" MDECONC. "STEPOUT" PER DETAIL HEREON
........................... ..........
.................
1 9�
& TRANSITION DETAILS A PER DETAIL ON SHEET 4
369
LF
..........
20 TREE GRATE (SEE LANDSCAPE PLANS PER DETAILS) I
.................
9
...........................
EA
ccf-0
WDID# 9 33C3835Wz
T31 19:— 1 1-91,11
...... ........ -
...... .... ...
BUT IN AND SAFETY
REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED
ACCESS AND ACCESSIBILITY ONLY.
APPROVED BY:
DATE:
RECOMMENDED : Jy I ClIeKA2 DATE: CITY OF TEMECULA
ACCEPTED BY: ia. -- DATE:
U PATRI K UHOMNS- PE
ci PA 17-1642-SANBORN AVENUE PARKING LO
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
PM 23561-1 PARCEL 11
RACE. No. 44223
PRECISE GRADING PLAN
Drawing No. 3
2�
Sheet ---3- of 5
18" WIDE CONC.
-------- --- .
w I..
on
121.5
r1__ "STEPOUT" CURB DETAIL
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NOT TO SCALE
6 VARIES 18
CONST. 18 ff WIDE CONC. "STEPOUT" PER DETAIL HEREON
t TRANSITION DETAIL
f►
'ANSITION DETAIL
"STEPOUT" TO CURB TTn
NOT TO SCALE
1080
1070
1060
1050
1040
1030
1080
1070
1060
1050
1040
1030
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1, GRAM! -AND C0VER9,Av*,'LA8t'E PAiNTED 8LA;CK0W,-&),AW-ANVZf_M'(
2, �ADA IROFW.
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.......... ......... ..... . . . . . . . . . . . ... . .. ...... .. ...........
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SCALE: 1"=20'
24 X 14"_ AI P�4ti_,fJ
NJ,&
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2
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38.5"'
1080
1070
1060
1050
1040
10,30
NO.
I _-'T0t..A.0AX3fAuw 1121:_
ORCO AQUA -BRIO PERMEABLE INTERLOCKING PAVERS
STANDARD COMMERCIAL PARKING LOT/DRIVEWAY LOADINGS
AQUA -BRIO INSTALLATION FOR REQUIRED WATER DETENTION
JOINT AND VOID FILLER
2" TO 4" MIN. BASE COURSE 1/4" - 3/8" WASHED ORCOSTONE 80 MM.
3/4" WASHED FRACTURED FRACTURED AQUA -BRIG PAVER W/ 1/4" HAND
OPEN -GRADED STONE PER OPEN -GRADED STONE PE/R/ TIGHT JOINTS PRODUCT AND
ASTM ASTM NO, 8 1
NO. 57 BASE REQUIREMENTS. REQUIREMENTS. LAYOUT AS SPECIFIED PROVIDE POURED CONCRETE CURB
1%%% MIN, TO 5%%% MAX.
SLOPE SEE SHEET PS-4 FOR
MAX.
" BEDDING COURSE SLOPING COND1TIONS
1/4"-3/8" WASHED FRACTURED
OPEN -GRADED STONE �ER
TURF
ASTM Na. 8 REQUIREMENTS.
Q COURSE
U E
F ONE A
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QUIREMENTS. R P T M E U R
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6" PVC OR SDR 35 PERF
PIPE FRENCH DRAIN
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1 1-7 1 1 1
OUTFALL SURROUNDED
WHERE REQUIRED -SEE
CHART ON SE-2, SlOPE
SUB -BASE COURSE 1 1/2" -3" TO
CLEANED FRACTURED OPEN- DRAIN.
GRADED STONE PER ASTM --- N6,2 90% COMPACTED FILL OR
SUBBASE- REQUIREMENTS. NATURAL SOIL SUBGRA
STANDARD INSTALLATION WITH CONCRETE CURB EDGE RESTRAINT
POURED CONCRETE GRADE BEAM HOLD PAVERS 1/8" TO 3/8" ABOVE POURED CONCRETE DRAINAGE
W/ #4 REBAR TOP AND BOTTOM POURED CONCRETE DRAINAGE MALEWALE/CURB
A/C PAVI NLG� MIN, HOLD PAVERS 1/8" TO 3/8" ABOVE x
I � POUREDCONCRETEDRAINAGE SWALE 77
'.j
TYPICAL INSTALLATION WITH TYPICAL INSTALLATION WITH
CONCRETE GRADE BEAM CONCRETE DRAINAGE SWALE/CURB
JOB SITE CONDITIONS VARY, EACH PERMEABLE PAVEMENT DESIGN AND INSTALLATION MUST BE APPROVED BY THE RESPONSIBLE
DESIGN PROFESSIONAL — SEE COMPLETE DISCLAIMER ON BACK OF FRONT COVER
SHEET NO.
ORCO PAVINGSTONES
4545 RUTILE ST. RIVERSIDE, CA. 92509 C 0 M —1
PH. NO. (951 j 685-8498 (951) 685-5974 FAX AQUA —BRIG
i COMM. DRIVEWAY
PERMEABLE PAVEMENT DETAILS
N.T.S.
_j M
10 60
1060
EX.BUILDING X. LANDSCAPE LANDSCAPE PARKING DRIVE ISLE
AREA AREA
. . . ...... ....... . ... ....... ------- ....... ... . . . . ......
�XISINC SURFACE PROP. F I FAQE
1050 1050
SECTION... 91C.099
SCALE: 1 "= 10
0
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XISTING SURFACE
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RCMP. FINISH SURFACE
. . ..........
CONSTRUCTION RECORD
Contractor
Inspector
Date Completed
SECTION "A -A"
SCALE. 1 "=20'
W.X- : aW_F, BENCH MARK
SCALE SEAL:
Horizontal
I Vertical I
-S.D. VENTUR
No. 66532 _
4 Exp. 6-30-2o
C1 VIL
Designed By
WILFREMY.D. VEN'
C ..
Checked By
—Prepared Under Supervision Of
Ne> — Date
A
Expires 06Z30Z20
1080
1060-- xco M
1070
A EX.L*VjM PARKING DRIVE ISLE
AREA
1060
1050-- . . . . . . . . .
ROP, FINISH SURFACE
1050 XISTING SURFACE
1040
1030 SECTION 95D-D 19'
SCALE., 1"=10"
WDID# 9 33C38359!9
LD 19-1 19f,
ly Drawing No.
RECOMMENDED NAWDATE. CITY OF TEMECULA 4
ACCEPTED BY: DATE:
PATRICK -kJIOMAS PE PA 17-1642—SANBORN AVENUE PARKING LOT PG-4
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
PM 23561 —1 PARCEL 11
R.C.E. No. 44223
DETAILS & SITE SECTIONS Sheet —A— of 5
ti
IA
EXISTINI
EXISTING GI
16
DATE I BY
Contractor
Inspector
Date Completed
IN FEET �
I inch = 20 ft.
ACC r
L*' 21 f401�=1atmy
SEAL. �E #
SCALE
Horizontol
NO. 66532
Exp. 6--30--20
. r+. CIVIL
Vertical
Designed By
. D. VENTURA
€ 6532
Drawn By
Checked By
rep®red Under Supervision Of
Date
Expires 06Z32f 2O
0
3" OVERLAP AT
.S
FLOW
qu
NON —WOVEN
GECTEXTILE
-ILTER FABRIC
20 POUND SANDBAGS
OPENING AROUND
PERIMETER
CROSS SECTION
FLOW
1. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION MUST BE
REMOVED WHEN DEPTH REACHES 2'x.
2. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET PROTECTION DURING EACH RAINFALL
EVENT AND IMMEDIATELY CLEAN THE INLET PROTECTION IF EXCESSIVE PONDING OCCURS.
3. INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT IS
STABILIZED.
RECOMMENDED
ACCEPTED BY:
ff
1.010 . -11 WO NMI 1
y
t�� � �,�� � .>� *��■tom,
2. STAPLE THE FILTER
FABRIC TO THE FENCE.
GRAVEL BAGS OVERLAP
Rumoff
GAS' BEiWEN BAGS �•
ACTS AS SPILLWAY
THREE LAYERS OF GRAVEL BAGS
NTH ENDS OVERLAPPED
2" MIN.
3' MAX.
NO SCALE
NOTE: THE SILT FENCE SHOULD BE SUPPORTED BY A DIRE MESH IF THE FILTER FABRIC
DOES NOT HAVE SUFFICIENT STRENGTH AND BURSTING STRENGTH CHARACTERISTICS
(AS RECOMMENDED BY THE FABRIC MANUFACTURER)
DATE:
DATE:
PATRICK-THOMAS, PE
DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER
R.C.E. No. 44223
OF TEMECULA
X MIN
GRAVEL CHECK DAMS
NO SCALE
4fD1D# 9 33C38359fj
LD :4
DING AND SAFETY
REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED
ACCESS AND ACCESSIBILITY ONLY.
APPROVED BY:
DATE:
PA 17- 1642 - ANBORN AVENUE PARKING LOT
PM 2356 —1 PARCEL 11
EROSION & SEDIMENT CONTROL PLAN
Drowing No. 5
Sheet of 5