HomeMy WebLinkAboutLot 123 Precise Grading CONSTRUCTION NOTES
Oj SAINCUT EXIST. SIDEIIAL.K. CURB AND GUTTER � 'h
AND DISPOSE OF PROPERLY / / hAu :97
J
Q2 INSTALL CURB OUTLET PER CITY OF TEMECILA �
STD. N0. 301 , 2% INVERT FALL (W=2' , 4.5" HIGH OPENING).
O3 INSTALL GRAVELBAG VELOCITY REDUCERS PER DETAIL
HEREON (2 BAGS HIGH UNLESS OTFERWISE NOTED)
STORM DRAIN � �
O4 INSTALL 1Y BROOKS TYPE CATCH BASIN N0. 12120 / V d`
W I VALENT � �� � .�' � 30 0 30 60 90
OR E
5db
O INSTALL 8' ADS NF12 STORM DRAIN, OR EQUIVALEM
�g
g�� / � GRAPHIC SCALE
Q INSTALL 120 N.D.S. ROUND GRATE OR EQUIV. � /'// ry � � � �
PROPOSED BASKETBALL COURT PER ARCHITECTURAL
R/W T / / \ � O PLAN.
ILOT � / // ! / l/
122 PLAN o l?� /� � � �( � v PROPOSED TOT LOT PER ARCHITECTURAL
EXIST.s� � �,i o � � � �►O\ � ` � \ ��'l, �v/ O (15* o�ss i oN).
IST. ROUGH GRADE
� . � PROP. MOINSTR I P
PROP. FINISFED GROUND / � 88 PROPOSED TOT LOT PER ARCHITECTUtAL
PLAN (15m DEPRESSION).
SECTION "A—A" PROPOSED PAVILLION PER ARCHITECTURAL PLAN.
NOT TO SCALE / l � h I I � j All
`Q
R/W It
VARIES 6' 1 'VARIES
N ,�1�
rC)D
Cn
TRESTLE LANE EXIST.i .0% EXIST. ROUGH GRADE �r
CURB k GUT v�I� 2�0 . 1M►y' 1 ' '� 1 Q I ' � R� / 2 98-i � /
Cm
PROP. SIDEIIALK � � �. 0� !' � /
�^
PER ARCHIT. PLANS FILL CONST. � I I'I j � 92 ' 2 9 .4 FS
0/SEE
SEE APE PLANS � 4 6 4. 17 TG
D d, FOR IS AREA �O 2.43 I .E.
7�� � \ �
SECTION NOT TO �B—B" ! �� i' � � �`� ,�o�,.� ? � V�� �� AC 5 y N
TIC
PER ARCH I T1DF"ANDS � 03 � ^
F
PROP. FINISHED (�1t0UPD R� I I� I I I 0 B \�1 0 D �^ / � lox*
es. VA IESI 7 TG �6 T �
'� � / 93.7 FS
� Jps ( � I• � I � 4 6 97. I . �7T �c�' c�� .c �� \ 4 93.45 T �'
2� � I I I I �`, I �Mt / � •� 96-Alk*1 .71 Y .E. vp�/ � `
EXIST. ROUGH GRADE D I I Oqj !I I ! I � 9 � � 7.0 N
LARRY LEE LANEv
CURB k GUTTER I I � � I � 01 . �Af�EA SIDEIIM- _
-.p � ANS � a
I 2.Ox I I ' � ' I I I 5 FS .8 �X � '4 ' S PER ARCH TELT � 5 v
FILL CONST. � I I I I,t I I I - 60.40'O 2.0x � � O� •� � 1 .20'0 2.0
SECTION "C-C" � � �j '� � - � v g4� 9 .0 FS �� V
NOT 70 SCALE I I I A � � 4 6 2 75 TG ) /
C � 91 .00 I .E iN
� N87'2 ' 11"
4o
4.0% 01
/ j
3.65 TG 4 n' S
A 92.90 . 6 ^�..
92.7 1 2 5.13 0
R/W 1 OX FS � � a
2.
5' VARIES I ISI �— � � rB �
� I 'I T�•92 I LK
PER ARCH ITIS I�ANS - � .2 ��'091 0 AREA
L.S.
EXIST. ROUGH GRADE I I, � � � � � �.
I � SEE LA APE PLANS
OX ROAD '15 C� •,� � �
CURB k GUTTER I ' � � FOR IS AREA � � 9y � r� 1 � 5p' �y9C:5 9% Jj
ILL CONST. 1 � y1 i � 9g � � < _—__.�''-- �Cb �
SECTION "D-D" ` � � � � T� '.�
Underground Service Alert "°T To sc"� ` ��� 99 P�2�' LO
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CALL TOLL FREE �
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1-800-227-2d00 NOTE: , r ' `� 1 15-
LD03
SEE ARCHITECTURAL PLANS \ � � � \ 0
FOR HARDSCAPE DETAILS � � ` ` � '{� J � \ � � LD02-093GR
TWO WORKING DAYS BEFORE YOU DIG
DATE BY REVISIONS DATE ACC'D DESIGNED BY DRAWN BY CHECKED BY CITY OF TEMECULA Drawing No. g
�A� QaOFESS/pM�` JG JG JT RECOMMENDED BY: DATE:
PLANNING ■ DESIGN ■ CONSTRUCTION 11 19/02, RBF � REVISE GRADING PER T.C.S.D. COMMENTS. 1.� �� TAN 'n
DEPARTMENT OF PUBLIC WOK N
HORIZONTAL ,��� � �'� mac, Plans Prepared Under The Supervision Of �3 CONSTRUCTION PLANS FOR G � 2 o
ACCEPTED BY: DATE: �
No.60132 r^ a e3 DEPUTY DIRECTOR OF PUBLIC WORKS CRONME H/LL - PARK S/TE �E� �
��ROAD,�400 �s sF+owr� ;� � gate: `f � LOT 123 TRACT NO. 23143-Q
• � � TgyECUA,CALIFORNIA 929m-4679 -0� E"P' °/30� '} RONALD J. PARKS g a
VERTICAL ,rj ����� �� JOHN D. TANNER III ~
C O N S U LTI N O �.�.eor� • FAX 909.676.7240 . �.,.�.�+ +rE oQ� soi s2 s-so-o4 �, PRECISE GRAD/NG PLAN o
N/A 4i C A��E R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 0 � " SHEET � � OF47 i
z
1
3 MIN. OPENING ' \
LEGEND- EROS I ON CONTROL NATES:
E BETWEEN BAGS GRAVEL BAGS 1 . EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING
ON TOP ROW ''
�� THE RAINY SEASON, FROM OCTOBER 15TH TO APRIL 15TH. APPROVED
♦ / PLANS ARE REQUIRED FOR ALL ROUGH GRADING.
CONSTRUCTION NOTES
2. I N CASE OF EMERGENCY, CALL MARY RAUSCHENBURG AT COMMON I T I ES SOUTHWEST
AT (714) 279-6555.
/" ` ,� • 3 INSTALL GRAVELBAG VELOCITY REDUCERS PER DETAIL 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND
BAG
• HEREON 2 S HIGH UNLESS OTHERWISE I SE NOTED) ( IF
.j PROPSED FINISHED GRADE �` 1 ,. � ♦ ( INSURE THAT WORK I S I N ACCORDANCE WITH THE APPROVED PLANS
.- - REQUIRED) .
E
/ ♦ F 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT
�� / '� • ��, ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE
/ o
/;- / � ` � ,� ��, AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO
GRAVELBAGS ARE REQUIRED OVER /
/ FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
THE USE OF SANDBAGS. �/ / f' �' / � IMMINENT.
/ THE 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF T
CITY ENGINEER AND/OR DEPARTMENT OF PUBLIC WORKS.
6. ALL REMOVABLE PROTECTIVE DEV I CES SHOWN SHALL BE IN PLACE AT THE END
3 OF EACH WORKING DAY WHEN THE 5–DAY RAIN PROBABILITY FORECAST EXCEEDS
/ TORN ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK
/ 7. AFTER A RAINSTORM,SECT I ON E.-:E
NOT TO SCALE ♦ BERMS, SILT FENCES, AND DESILTING BASINS, ETC.
8. GRADED AREAS AROUND THE TRACT PER I METER MUST ORA I N AWAY FROM THE 30 0 30 60 90
FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
DETAIL -- /� / 3 ♦ ♦ GRAPHIC SCALE 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
/ �
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED
GRAVELBAG / /3 / J� � r �� WATER CREATES A HAZARDOUS CONDITION.
/ ` 10. DES ILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING
VELOCITY / /
/ / / ,..
/ / � AREAS ARE COMPLETE PER ROUGH GRADING PLAN.
REDUCERS
/ `
11 . THE CITY EVIG I NEER AND/OR DEPARTMENT OF PUBL I C WORKS RESERVES THE RIGHT
NOT TO SCALE / ` ` • ♦ TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY.
12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER
INFORMATION IS SUBJECT TO CHANGE.
/ I I / / / ` 'qQ • 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES
�' r ♦ PRIOR TO PERMANENT PLANTING.
CP) ?�
` 14. AREAS SHALL BE MA I MITA I NED IN SUCH A STATE THAT FIRE ACCESS SHALL BE
MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES) .
/ ' I' J ~ 4.""�► 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING
3 STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS
ADEQUATE TEMPORARY PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED
/ T
f�
AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET,
J Q_ J) STORM DRAIN OR NATURAL WATER COURSE.
16. THE DEVELOPER SHALL CONDUCT HIS OPERAT I ONS IN SUCH A MANNER THAT $
J r ~
! 1 � STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO �
1 � 3
1 I 3 L � THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF N
FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA.
I I.
17. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY
RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE AND N
f' ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF
I
BUT NOT BE LIMITED T0, CONSTRUCTING SUCH FACILITIES AND TAKINIG SUCH
� + , MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD N
I
AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE
3
f I � 13 � 3 X CONSTRUCTION OF THIS PROJECT. S
18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION N
i � I
3 CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST _
I v 0 SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE
5 FEET OR LESS MEASURED VERTICALLY.
/ NT OF 2
PROGRESSES IN INCREMENTS
19 IT UP TO GRADE AND DURING PERIODS OF N.
I / 19. FILL AREAS, WHILE BE I NIG BROUGHT
I
COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS
i I 3; I � 3 ? � / MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM
FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT N
e t I
I I SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM
/v OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS
3 ut
► i _ �i
AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF;
1 I y CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE
OF SLOPE DITCHES TO DESILT RUNOFF, PROTECTION SUCH AS SAND BAGS
I `
3 AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH
I 1 - 12963 / BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE
I
OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE
FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS.
- BROW DITCHES WHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED
20. TOP OF CUT ,
PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. E
o
21 . CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE
IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO N
1 ` I PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING N
NOTE.
' OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE 0
3 LANE 3 RA I NY SEASON. THESE MEASURE MAY I NCLUDE BUT SHALL NOT BE L I M I TED TO: 11
SEE ARCHITECTURAL PLANS 1
' "
� GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE T
FOR HARDSCAPE DETAILS $�� — — EXERCISED SED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING.
3
1 ' 1� � R - o
22. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF PLANS DOES NOT RELIEVE
DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND o
OMISSION DICOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED w
PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC LO
Underground Service Alert � — —
",� ` � � � � ` . , WORKS FOR APPROVAL. w
1
23. ALL GRADED SLOPE AREAS 5' OR MORE I N FE I GHT SHALL BE UNLESS
o , , SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY a
AFt H I TEC URAL A THE CITY OF TEMECULA INSPECTOR. w
CALL TOLL FREEdow l�iA DSC - T
R - "
1-800-227-2600 -
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LD02-093GR
a
TWO WORKING DAYS BEFORE YOU DIG
DESIGNED BY DRAWN BY CHECKED BY f
ATE BY REVISIONS DATE ACC`D1 Ess .�� CITY Q F TEMEC ULA Drawing No. a
D SCALE QRO 14,�� RECOMMENDED BY: DATE. 20
PLANNING ■ DEMON ■ CONSTRUCTION 4p �` A T � 11-�
JG JG JT DEPARTMENT OF PUBLIC WORKSLO
HORIZONTAL �'�� ����' ��,`� `�� Plans Prepared der The Supervision Of
y = _ ACCEPTED BY: DATE:
CONSTRUCTION PLANS FOR Gm3
o
0
AS SHOWN W No. 43090 p1. DEPUTY DIRECTOR OF PUBLIC WORKS CROWNS HILL — PARK SITE 'E'
27555�ROAD,�4oa, 31/04 Date. RONALD J. PARKS LOT 123 TRACT NO, 23143-61-11
� � ■ TEI�ECUL.A,CALFOFN�NA 92991-467'9 � � / � MIC A E L TYLM _
VERTICAL s �! PRECISE GRAD/NG PLAN a
C O N S U LTI N Q 9W.676.8W ■ FAx 909.676.7240 ■ www.FN3F.com 7j p�� 4309 3-31--04 ''����° SHEET120F47
2 OF i
f X. R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 1 47
N/A of c��. � EROS/ON CONTROL PLAN