HomeMy WebLinkAboutLot 1-21 - Precise Grading CONSTRUCTION NOTES & QUANTI TIES
GRADING NOTES No. DESCRIPTION QUANTITY UNI
6 1 INSTALL AREA DR41N PER DETAIL HEREON 2 3 EA.
1. All grading shall conform to the 1994 uniform building code, chapter 33, as �, 2 CONSTRUCT CURB OUTLET PER DETAIL HEREON . 2f EA.
SITE 3 INSTALL y" A.B.S. PIPE AS SHOWN ON PLAN L.F.
amended by ordinance 93-04. NICOLAS 4 CONTRUCT 3.5" 0 HOLE CORE DRILLED IN CONC. UNED DITCH 5 EA.
5 INSTALL 5' x 5' RIP RAP SPLASH PAD2 EA.
2. Minimum building pad and drainage swale slope shall be = 1 X Drainage swalesI OPq �, CARMELITA CIR. 6 REMOVE REPLACE AC. DIKE PER Clll' OF TEA/ECUU STD. 214 348 L.F.
shall be a minimum of 0.2 deep and shall be constructed a minimum of 2 from tops �� �` 0
VALLE OLVERA INSTALL b`�Ag S PIPE AS S NoWN ON PL.A N I�9 2 L.F
of cut or fill slopes.
PRECISE GRADING PLAN
.Z
T.G. ELEV. t 2" SPEED-D-BASIN
79 ,, �F, N.D.S. No. 20 (GREEN)
3. Maximum cut or fill slopes = 2:1. TRA CT NO0 �5 \CALLE MADERO �� ( �� OR APPROVED QUAL
P � � \ � SEE PLAN MM/
CALLE ,PINA COLADA a F. .
23583
4. Provide 5' wide by 1' high berm or equivalent along the top of all fill slopes over
- F,p. 4
5' h i h. LOTSTHR0UGH21i i' N. `� R RO a A.B.S. PIPE RISER
9 ,N• GE DEL y"xw'1 F aR rY Yr As
7 X REgIARE� oR
I �kVnXV, TEE oR G"XW ELBOW X S REQ.O.
5. All grading shall be done under the supervision of a competent soils engineer who I
shall certifythat all fill has been properly laced and who shall submit a final � WAY 6» A.B.S. pE I NOTE. FOR BINDING
P P y P ► ae.s. TO P.v.c.,
compaction report for all fills over 1' deep. I WAY Jill pr CONTRACTOR To
SEE SHEET 4 O F 4 �, p► AS No7F D ON PLANF INv. EZEv. USE WELD-ON 194
WREN (SEE PLAN) SOLVENT OR EQUAL.
6. A registered civil engineer shall submit to the city of Temecula Engineering �A
ID. 5
S
0 100 200 400 soo soo ,�, 'PIG LANDSCAPE AREA DRAT
Department written certification of completion of rough grading in accordance with the I � � MP �' N DETAIL
approved grading plan prior issuance of the building permit. Certification shall be to
line r I ,*,,,� SEE SHEET 3 O F 4 �� o Nor To scALE
grade, elevation and location of cut / fill slopes. SCALE: 1"=200' ` f�' �` I 15 ROA
7. Provide brow ditch, designed to handle 100 yr. Q storm flows, along top of cut I �'?� f3 12 I CURB
slopes. 3.s" 0 MOLE CORE
I � � I CA�IFO NIA
DRILLED /N CURB
14 ,` 11 SET INVERT OF PIPE r
8. Final compaction report will be required for all fills greater than one foot. , I ,' ' I 1/2" ABOVE FL. GUTTER _ . -
fS RA %H
9. All grading shall be done in conformance with recommendations of the preliminary I `,�, _� _ ���� '*��
--- I 10 _
sods Investigation by. 1 S-o.o1MIN.
SEE SHEET 2
GEOSOILS, INC.; PROJECT NO. 2461--A-SC; DATED JUNE 8, 1998 --~ �-
�' '" �` AREA DRAIN CURB OUTLET DETAIL
Two sets of the final compaction report shall be submitted to the engineering F 17 .���� 9
department which shall include foundation design recommendations and certification that 7� NOT To SCALE
1 61 I
grading has been done in conformance with the recommendations of the preliminary �� _VICINITY MAP
soils report. I ��' 1 d �^__
r � -_ N.T.S.
I P.L.
10. The contractor shall notify the city of Temecula engineering department, telephone 4L__4 __.._ J
9 9 P P � 5 MIN.
(909) 694-6411 at least 24 hours in advance requesting finish lot grade and drainage I ,' I TOP TOE OF
inspection. This inspection must be approved
F.L.
p p pp prior to building permit final inspection /#V 19 II` 1 . SAWARLEOS TO BE CUT IN AT 1% MIN. 3' MIN. 1 ' SLOPE SHOWN
for each lot. 3 i I UG GRADE AND PRIOR TO .-� ON PLAN
- - --�r ----y-- JJ BUILDING CONSTRUCTION. U I 5' MIN.
' I 1
11 z
. Cut slopes equal to or greater than 5 m vertical height and fill slopes equal to or i c� 1 F.L.
• .rte 2. A PAVED DRAINAGE SWALE �---� ¢v w o
greater than 5 in vertical height shall be planted with grass or ground cover to �, I� �� JUI MIN. 3 MIN.
Z �� CATCH BASIN & PIPE , OR OTHER wo1 J o
protect the slope from erosion and instability in accordance with City Developement Code ,' 21 �ii , I SIMILAR DRAINAGE DEVICE IS J Iwo ,NOI
Section 17.06 prior to the approval of final inspection. r' REQUIRED WHEN A STOOP m E-�1 0 00
LO
FIREPLACE OR PORTION OF 11 Ti2%MIN. m N
12. Dust shall be controlled by watering or other approved methods. �� II THE BUILDING EXTENDS WITHIN 4 --„L-�,i *2:1 MAX.*
I M (OPEN SPACE I
MINIMUM ESTABLISHED DRAINAGE PAD 6 MIN. i 1__�
=--, ' SETBACKS. ELEV. \\\/ / i I 6"MIN. ?�1 tilq PAD z
13. Finish grade shall be sloped away from all exterior wall at not less than 1/4" per 4, ' _.._._ .� ._._.. J k ELEV. �
foot for a minimum of 3 feet. , _ L J 6 MIN_ 4 J
3. SEE STD. PLAN 101 FOR 12"MIN. \ \ /�C\\�� Q
14. A registered civil engineer shall submit certification of building pad elevations where ,� DRIVEWAY APPROACHES. 4%MIN. 20%MAX. 4%MIN.
specific elevations are required, the elevation (with respect to mean sea level) shall be �' �• 20%MAX. co
i 12 MIN.
given. If an elevation with respect to adjacent ground surface is required, the actual4�' •. * EXCEPT BERMS LESS THAN 1 ' HIGH
distance above the adjacent ground shall be given. ' INDEX MAP 1 . SECTION "A-A" APPLIES WHEN THE MAY BE CONSTRUCTED AT 1 112 To 1 w
' DIFFERENCE IN PAD ELEVATIONS
15. Erosion control: All graded slopes shall be planted with Rosea lee Plant at 12" on ; ��� EXCEEDS 1 .0'. SECTION of "'�centers or other approved ground cover. Slopes over 15' in vertical height, in addition CN
A A Ln
to ground cover, shall be planted with approved trees, shrubs, or combination thereof. i •• 2. SECTION B-B APPLIES WHEN THE
i
Shrubs shall be planted at 10 on centers, trees, 20 on center, combinations, 15 DIFFERENCE IN PAD ELEVATIONS IS N.T.S. CD on � � 1 .0' OR LESS, & THE EXTRA DEPTH
centers. Slopes over 4' in vertical height shall have permanent irrigation systems with •• OF FOOTING IS SHOWN ON THE P.L.
backflow prevention devices per U.P.C. chapter 10.R. C, GRADING & STRUCTURAL PLANS. 5 MIN 5 MIN. Cn
Li
' F.L. F.L.
16. All property corners shall be clearly delineated in the field prior to commencement 3. IN NO CASE SHALL THE SWALE ,
��0-�� FLOWLINE BE LOWER THAN THE w 3 MIN. 1 3 MIN. w Lu
of any construction/grading. BOTTOM OF FOOTING WHITHIN Z 6' 6" __J
a
. , � EXTRA DEPTH
5' FROM BLDG. LINE. OF FOOTING TO :
17. Approval of these plans be the city or Its agents does not relieve the applicant o BE DIMENSIONED a
and his engineer from the responsibility for the correction of errors or omissions 4. PROVIDE 4' WIDE BY 1 ' HIGH BERM J 1 .Q' OR m a'
OWNER/DEVELOPER. ENGINEER: m ON PLANS CID
..
discovered during construction. Upon request, the appropriate plan revisions shall be � OR EQUIVALENT ALONG THE TOP OF
LESS
promptly submitted to the city engineer for review and approval. WOODBRIDGE DEVELOPMENT HUNS4KER & ASSOCIATES IRVINE, INC. ALL FILL SLOPES OVER 5' HIGH.
27285 LAS RAMBLAS, STE. 230 2900 ADAMS ST., STE. A-15 PAD 6 M I N.
ELEV. \\\� 4 2%MIN.
MISSION VIEJO, CA. 92691 RIVERSIDE, CA. 92504 *2:1 MAX.* o
EARTHWORK STIMATE• (949)348-8162 PAD 6 MIN.
(909)352--7200 12"MIN. ��� 6"MIN. ELEV. a \
(EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) �� 12"MIN. Q
a
TOTAL CUT....................2100 C.Y. - �
2%MIN.
-- --
TOTAL FILL....................5317 C.Y. 4%MIN. 20%MAX.
�F� L P/L � �� ��F� �� 2:1 MAX. 4%MIN. 20%MAX. w
,�,Qo`� P/L
NOTE:THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S EST/MATE OF THE ACTUAL VOLUMES �F_ABBREI%IATIDNS & SYMBOLS * EXCEPT BERMS LESS THAN 1 ' HIGH
OF MATERIAL CUT AND FILLED. THESE QUANT/TIES ARE FOR ESTIMATING AND BONDING MAY BE CONSTRUCTED AT 1 1 2 TO 1
PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES T.C. TOP OF CURB �S� EXISTING SEWER SERVICE 10' TYP. (10' MIN.)
FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON F.L. FLOWLINE ELEV. Qw EXISTING WATER SERVICE » Bvp FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING __ _r J F J F S
CONSTRUCTION MAY VARY. T.G. TOP OF GRATE' PROPERTY LINE F, �, w
,ND•,°„-E G.B. GRADE BREAK : DAYLIGHT LINE z zw
N.T.S.
SURFACE WATER WILL DRAIN AWAY FROM ALL BUILDINGS PER F.G. FINISH GRADE 2� SHEET FLOW RATE � � F.F. ELEV. � � �
SECTION 18-04.07 290 MINIMUM NQ]»IG` TO CDNTRACTD � � � � -� � � P m
F.S. FINISH SURFACE -rt GRADED SWALE , PAD ELEV. T , 5' MIN. P. o
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY INV. INVERT OF DRAIN CENTERLINE
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS o
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS P. PAD ELEVATION - � __ SWALE HIGH POINT
z
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED To NORMAL F.F. FINISH FLOOR ELEV. - - FLOWLINE J F•L• w w
WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND �J 15 TY P.
HO
SS FROM ANY ALL
A� OR A�EGED �NDCONNECTGDNEEWITHARHEEPERFORMANCE OFDWORK LON I THI� G.F.F. GARAGE FINISH FLOOR �`sL� SUBDRA/N ���' �' F��' �� SEE NOTE #4 10' MIN.
Underground Service Alert RJ C.)PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE S B.V.C. BEGIN VERTICAL CURVE __.._�____ AREA DRAIN i G.F.F ELEV. B.S.L. i HEREON 3 M IN.
..
Call: TOLL FREE OF THE OWNER OR THE ENGINEER. E.V.C. END VERTICAL CURVE ` " TOP OF SLOPE x 4% MIN. __J o
_Z d
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
P.I. POINT OF INTL�RSECTION _ ___ TOE OF SLOPE
� TOP OF SLOPE 59' PAD z
1�800 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT E. EDGE OF PAVEMENT RETAINING WALL �� ,� FLF� �� SHOWN ON 2� MAX• ELEV.. ,"
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL T.W. TOP OF WALL ELEV. �, FIRE HYDRANT R/W _ E � _ �-�' PLAN MIN• 6 MIN. °
422-4133 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER 4 - \
T.F. TOP OF FOOTING ELEV �ISTREET LIGHT 4\J SIDEWALK �� w
LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR CURB FACE rn
THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. D.F. DEEPEN F00 TING SOUND OR SCREEN WALL 2%MIN. 12 MIN. o
TWO WORKING DAYS BEFORE YOU DIG L. LENGTH DEEPENED FOOTING .��' DIRECTION OF FLOW ,��' 20%MAX.
ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY ooh o
AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. DWY. DRI VEWA Y o WA TER METER » » zl
"CAUTION": Remember that the USA Center - �
notifies only those utilities belonging to N.T S NOT TO SCALE CATCH BASIN & LOCAL DEPRESSION TYPICAL LOT FINISH GRADING SECTION C C
the center. There could be other utilities CONTRACTOR SHALL VER/FY ALL CONDITIONS AND DIMENSIONS AND SHALL � ❑o
present at the work site. The center will REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
1...Doo_o3gG9,
inform you of whom they will notify.
P.U.E. PUBLIC UTILITY EASEMENT N.T.S. TYPICAL REARYARD GRADING N.T.S. LD99-058GR
CONSTRUCTION RECORD DATE BY DATE AWD BENCH MARK - ���� DESIGNED BY DRAWN BY CHECKED BY NO
SCALE �oFESS/ . ` DrawingNo. 00
3!i�10d _LK I ADDgRcq DRAIN REVISES ;";,S 15 wIZt oQ HUDDLq�1p� LLK LLK PRH RECOMMENDED BY: DATE: CITY O F T E M E C U LA DEPARTMENT OF PUBLIC WORKS
sr F�l N
Contractor HORIZONTAL Pla Prepared Under The Supervision Of ,n
°- NO. 58020 I
ACCEPTED BY: DATE: S 9q TRACT NO , 2
1" = 200' l w EXP. si�oioz Y
Inspector �/ Date: Z$ 4 DEPUTY DIRECTOR OF PUBLIC WORKS
�P � PAUL UDDLESTON JR. RONALD J. PARKS o
VERTICAL �� �,�,� PRECISE GRADING PLAN
Date Completed �\l F `Foy
N/AAS R.C.E. No. 58020 Expires: 6 30 02 R.C.E. No. 19744 Expires: 9/30/01 1989 LOTS 1 - 21
SHEET 1 of 4
0
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000
// *CONTRACI�R TO REGRADE RECOM� CONSTRUCTION No rEs
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/ / \ PAD BEYOND THE LIMITS OF PROPOSED NO. DESCRIPTION
/100, UCTURE (PER SOILS ENGILR'S � � 1 INSTALL AREA DRAIN PER DETAIL HEREON
46 / .00 RECOMMENDATIONS) j• ,,�y` 2 CONSTRUCT CURB OUTLET PER DETAIL HEREON
Tc.
¢� / / �'� Q, ,. �9 INSTALL A.B.S. PIPE AS SHOWN ON PLAN
4 CONTRUG, 3.5" 0 HOLE CORE DRILLED /N CONC. LINED DITCH
INSTALL 5 x 5 RIP RAP SPLASH PAD
REMOVE & REPLACE A.C. DIKE PER CITY OF TEAIECULA STD. 214
IN5Tq -L G" A B.5- PIPE AS SHOWN OAJ 9L.AN
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STRUCTUR ER SOILS ENGINEER'S �`I• \ N` j7+3p•28 Coate QI.s�. `� / \ �0�' I
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STRUCTU E (PER SOILS NGINEER S // H.P 23 rc. 6 �• = 1 0
RECOMM NDATIONS) / �� �� co hry ,�� w M/N I ` bi
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37.4 37.4 8 LF. �. N , 1 l w
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NOTE: �.y 5 _ _ z�
"CAUTION": Remember that the USA Center
notifies only those utilities belonging toT ` m
1
the center. There could be other utilities SURFACE WATER WILL DRAIN AWAY FROM ALL BUILDINGS PER '�`
.a+
present at the work site. The center will
inform you of whom they will notify. SECTION 18--04.07 (290 MINIMUM
M
CONSTRUCTION RECORD DATE BY DATE AWD BENCH MARK 'S DESIGNED BY DRAWN BY CHECKED BY /' AT • T E M E C U LA Drawing No. rn
SCALE RoFESS ice` G -�A/1.�/1 D E. CITY C� DEPARTMENT OF PUBLIC WORKrn
S
e v�o �t LLK LLK PRH RECOMMENDED BY: i N
.,L K ";ADC)ARC-A DRA�Ns % REVISE sWALEs lDrs►,1i-15 3--ZZ r �O H LfS / Ln
Contractor
HORIZONTAL Ions Prepar d Under The Supervision Of
`" a syr, z DATE: 6SAf
„ NO. 58020 m ACCEPTED BY: �� _D E TRACT NO . 2
1 = 30 f' a EXP. 6/30/02 r Date: l� DEPUTY DIRECTOR OF PUBLIC WORKS o
Inspector P L R. HUDDLESTON JR. RONALD J. PARKS PRECISE GRADING PLAN
VERTICAL X989
Date Completed N/A cA0 R.C.E. No. 58020 Expires: • 6/30/02 R.C.E. No. 19744 Expires: 9/30/01 _ LOTS1 - 21 SHEET 2 OF 4
��`
CONSTRUCTION NOTES
NO. DESCRIP T70N
1 INSTALL AREA DRAIN PER DETAIL HEREON
2 CONSTRUCT CURB OUTLET PER DETAIL HEREON
3 INSTALL 4A B.S PIPE AS SHOWN ON PLAN
4 CONTRUCT 3. 0 HOLE CORE DRILLED IN CONC. LINED DITCH
5 INSTALL 5' x 5' RIP RAP SPLASH PAD
6 REMOVE & REPLACE A.C. DIKE PER CITY OF TEMECULA STD. 214
rMSTAf.I_ A,g.S. PIPE As SNawN 0,V PLAN
INC.
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ESMNT. PER 7R. 23583
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RECOMMENDATIONS) �!. r •! 41.4 - __=� to
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a� FS �� Z�01 per, *CONTRACTOR TO REGRADE do RECOMPACT
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'� ,ion <`. \� •�� h�v c\ P �� A` .040
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CAUTION„: Remember that the USA Center 1
notifies only those utilities belonging to Z
the center. There could be other utilities SURFACE WATER WILL DRAIN AWAY FROM ALL BUILDINGS PER
present at the work site. The center will
inform you of whom they will notify. SECTION 18--04.07 (2q' MINIMUM)
CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SCALE "� DESIGNED BY DRAWN BY CHECKED BY 00
ESS 1 RECOMMENDED BY: DATE: 8 CITY O F T E M E C U LA DEPARTMENT OF PUBLIC WORKS Drawing No. Ln
3/co%0 LL K I agog9,EA DRA�tiS i REVISE SWALES 1DTS(,t1-1c") ?y u- Qt " z p NUDOte LLK LLK PRH j N
Contractor HORIZONTAL Plans Prepar Under The Supervision Of
N0. 58020 m ACCEPTED BY: DATE.
f7 TRACT NO , 23583
Inspector 1" = 30' EXP. a/3o/02 Date: DEPUTY DIRECTOR OF PUBLIC WORKS
�� RONALD J. PARKS o
VERTICAL l���F civ+� ��
P L R. HU DLESTON JR. PRECISE GRADING PLAN
Date Completed \� or A`�F
N/A \�, R.C.E. No. 58020 Expires: 6 30 02 R.C.E. No. 19744 Expires: 9/30/01 '9a9 LOTS 1 - 21
SHEET OF 4
CONSTRUCTION NOTES
No. oESCRIP TION
1 INSTALL AREA DRAIN PER DETAIL HEREON
2 CONSTRUCT CURB OUTLET PER DETAIL HEREON
INSTALL 'AB.S PIPE AS SHOWN ON PLAN
4 CONTRUCT 3.5" 0 HOLE CORE DRILLED IN CONC. LINED DITCH
howl 5 INSTALL 5' x 5' RIP RAP SPLASH PAD
6 REMOVE & REPLACE AC. DIKE PER CITY OF TEMECULA STD. 214
Q INS-TALL s7AG[. `" �.B.S. P i PE �4S sNOWN ON PLAN
N EXIST. PRIVATE DRAINAGE EXIST. RETAINING WAI-►-
REMOVE EXISTING AREA DRAIN, Q ESMNT. PER TR. 23583
REPLACE WITH NEW AREA DRAIN EXIST. DRAINAGE DITCH M.B. 228/27-32 34.5
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\ ci°� °° \ ESMNT. PER TR. 23583 'Opr' // l \ \ 1 47.0
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Underground Service Alert _ _ _ - - �•_ - 1CP 0
Call. TOLL FREE6
1
1-800
4221111111111111114133 W
0 15 30 so so 120
in
0
TWO WORKING DAYS BEFORE YOU DIG n
NOTE: SCALE: 1"=30' o
CAUTION": Remember that the USA Center I
_z
notifies only those utilities belonging to
SURFACE WATER WILL DRAIN AWAY FROM ALL BUILDINGS PER m
the center. There could be other utilities
present at the work site. The center will
inform you of whom they will notify. SECTION 18--04.07 (2q' MINIMUM)
' \ DESIGNED BY DRAWN BY CHECKED BY 00
CONSTRUCTION RECORD DATE BY DATE ACC D BENCH MARK SCALE QRESSr RECOMMENDED BY: DATE: $ .�� CITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No. in
P100 LLK ADD AREA DRAWS ir KFVISE SWALGis Lars 1,U-iS ,3 2 � �q � NUDD[E-sqC LLK LLK PRH
Contractor HORIZONTAL ,- J z PI ns Prepare Under The Supervision Of Uj
„ _ ` No. 58020 ' m ACCEPTED BY: DATE: TRACT NO.
23583
Inspector 1 - 30 ExP. 6/30/02 �,/ Date: t DEPUTY DIRECTOR OF PUBLIC WORKS
P
s� �P � P R. HUDDLESTON JR. RONALD J. PARKS PRECISE GRADING PLAN
VERTICAL ��,. c,vl� �
Date Completed \ �`
N/A �`AL%f R.C.E. No. 58020 Expires: 6/30/02 R.C.E. No. 19744 Expires: 9/30 01 1989 LOTS 1 - 21 SHEET OF4 4