HomeMy WebLinkAboutLot 54 Precise Grading GENERAL NOTES
EROSION CONTROL NOTES
1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK HARVESTON TRACT NOff 30669mff I LOT 54
AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST 1 . EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING
INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO THE RAINY SEASON, FROM OCTOBER 15TH TO APRIL 15TH. APPROVED
BEGINNING OF CONSTRUCTION. PLANS ARE REQUIRED FOR ALL ROUGH GRADING.
PHONE: (909) 694-6411
SEO PARK PR ISE GRADING 2. IN CASE OF EMERGENCY, CALL GLENN HUTCHENS OF LENNAR COMMUNITIES AT
2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE HARVESTON
(909) 712-1572.
SPECIFIC PLAN
3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA \ \\ 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND
PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED �\ \� INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS (IF
OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. REQUIRED�\ )
/ .
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT
TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ( ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE
ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY). �� \\ „ \ ;j \ \ AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY V � �� A FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT 1 \ "�� \ IMMINENT.
PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY , \
WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. �1�V �! �'! i ,
ALL WALLS PER SEPERATE PERMIT 1 ' ( 5. DEVICES SHALL NOT BE MaVED OR MODIFIED WITHOUT THE APPROVAL OF THE
U 1 r , _ CITY ENGINEER.
6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO
PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: ---T-R'30LOT 19I1
SEWER, WATER, ELECTRIC, GAS & DRAINAGE. t \` 6. ALL REMOVABLE PROTECTIVE'DEVICES SHOWN SHALL BE IN PLACE AT THE END
�� � �� ��_ �11 �� ° p OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS
EARTHWORK QUANTITIES7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED VIII. �� 40%.
ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. _ _
CUT: 500 CY r _
F ILL: 5070 CY ' l 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY I BERMS, SILT FENCES, AND DESILTING BASINS, ETC.
TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT NET: 0 CY , ��1 l _
PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. !^ 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE
I
I FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) BE TAKEN -
AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS.
LEGEND
USE STANDARD N0. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. ( INSERT "SHALL" I .� - 1 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
FOR TRACTS AND PARCEL MAPS OR "MAY" FOR PERMIT CASES.) --- hi PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED
PLANTING AREA PA I I� I �� �� �' WATER CREATES A HAZARDOUS CONDITION.
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN I 1 I l ! _ \ \ �\
TOP OF WALL TW = \
(14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED I y' _ ; �\ \ i 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING
AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TOP OF CURB TC AREAS ARE COMPELTE PER ROUGH GRADING PLAN.
TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.
11 . PRIME COST REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. SIDEWALK SWK ' - I � I �� Ii ` 11 . THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES
OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY.
FLOW LINE FL -
12. INSTALL STREET TREES IN ACCORDANCE WITH THE HARVESTON SPECIFIC PLAN 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER
FINISHED SURFACE FS ---- t INFORMATION IS SUBJECT TO CHANGE.
VCINIrf MAP
13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE HARVESTON \ i
TOP OF SURFACE TS �,
SPECIFIC PLAN µ+ I I \ �,� NOT TO SCALE 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES
i PRIOR TO PERMANENT PLANTING.
14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A GRADE BREAK GB
I �\
MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT - � j \ \\ \ t 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE
EXISTING PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO i \ MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES).
MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. TYPICAL TYP.
15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLEDI 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING
WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE CONSTRUCTION NOTE NUMBER ® 1 �, STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS
PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPINGI { \ \ CONTRACTOR: ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED
ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING PROJECT BOUNDARY ®® I I I �\ AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET,
ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STORM DRAIN OR NATURAL WATER COURSE.
ADMINISTRATION OF LANDSCAPE ENCROACHMENTS DATED JANUARY 1989. EXIST. STORM DRAIN - __ :_ _: \\ \ C STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE N0. 90-12, THE DEVELOPER AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT
SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. PROPOSED STORM DRAIN _ _ - �' \, \\ EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO
DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR
THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOTE RELIEVE THE , \\ \ FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA.
APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION �iI ' ,, ", i` \, \\ COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE Or ANY UNDERGROUND
OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE TURF AREA PER LANDSCAPE PLANS �, ` ` UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE
APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY NON-TURF AREA PER _ _ I II > 17. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY
I 1. 11` CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS SITE AND
ENGINEER FOR REVIEW AND APPROVAL. LANDSCAPE PLANS 1 ;I( � �'� 1 PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN.
ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF,
18. ALL WALLS SHOWN ON THESE PLANS ARE PER A SEPARATE PERMIT. j f i } �, BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH
19. CONTRACTOR SHALL PROVIDE A RELATIVELY FLAT 24" WIDE MAINTENANCE ACCESS PATH DRYWELL ' � �l } MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD
AT TOP OF ALL SLOPES. KEEP IRRIGATION AND PLANTINGS CLEAR OF THIS AREA. � ; \ \ AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE
\
20. MINIMUM 6'° PIPE SLOPE SHOWN ON THESE PLANS SHALL BE 0.5%. CONSTRUCTION OF THIS PROJECT.
RIDGELINE R R R
PAVING NOTESI I ? / \ sc9 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION
SIDEWALK TO BE REMOVED I \ lF
1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1 .0) PERCENT. CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST
1 { \
SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE
2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. D-6 CURB ' I \` �, ,pp, LENNAR COMMUNITIES PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY.
-
3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES HEADWALL 391 NORTH MAIN STREET, SUITE 301
RETAINING WALL N�' '""'��---�---== 19. FILL AREAS, WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF
T PAVING. I \ CORONA, CA 92880
PRIOR TO PLACEMEN OF PA COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS
SPLASH WALL �� + j , �I � � TEL: (951} 817-3623
4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN I j - MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM
1 � / FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT
(14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE 1 ' i
APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION J SHALL NOT BE LIMITED T0: TEMPORARY DOWN DRAINS, EITHER IN THE FORM
SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD I yam_ , / OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS
SPECIFICATIONS. / AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF;
5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE
DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS SAND BAGS
WITHIN CITY RIGHT-OF-WAY. AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH
COMMUNITY PARK SCALE: 1 '-100 BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE
6. THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC - OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE
WORKS, ONE INSPECTION AT SUBGRADE, THE SECOND AT THE TIME THE BASE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS.
IS PLACED AND THE THIRD WHEN THE A.C. HAS BEEN PLACED.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE
WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CONSTRUCTED PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY
CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION
AT (909) 694-6411 . CONSTRUCTION NOTES & QUANT17T ESTIMATE 21 . CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE E
1ITEM
1 IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO
8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT NO °
I TEM QUANTITY UNIT NO. I TEM QUANT I TY UNIT PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING
COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A N
PLACEMENT OF ASPHALT PAVING. (D CONSTRUCT HARDSCAPE PER LANDSCAPE PLAN SPECIFICATIONS 13,569 S.F. E �rtc n_n o, c_� uc® OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE
RAINY SEASON. THESE MEASURE MAY INCLUDE BUT SHALL NOT BE LIMITED TO:
9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL ® INSTALL BROOKS PRODUCTS INC. 12" X 12" CATCH BASIN WITH STEEL BOLT DOWN TRAFFIC GRATE A. 16 CONSTRUCT D-6 CURB PER C.O.T. STD. 204A (TC=FS+O.5' ) 93 LF GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE 00
BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE „ EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING.
PROJECT INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION 4 INSTALL BROOKS PRODUCTS INC. 24„ X 24 CATCH BASIN WITH STEEL BOLT DOWN TRAFFIC GRATE 1 3 EA. 17 INSTALL 8 PVC PIPE THROUGH HEADWALL 0%% SLOPE, IE PER PLAN) 1 LF
WITH OR PRECEDED BY COMPACTION TESTING. INSTALL 6" HDPE (ADS OR EQUIVALENT)
1 REMOVE PORTION OF EXISTING SIDEWALK AT SCOREL I NES, REPLACE WITH SIDEWALK 450 SF 22. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL of THE PLANS DOES NOT
10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE1 OR MODIFIED CURB OUTLET (PER PLAN) RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR
DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO INSTALL 8" HDPE (ADS OR EQUIVALENT) 97 L.F. AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED v
PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGYPLAN REVISION SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF
SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND 7 INSTALL 4 HDPE (ADS OR EQUIVALENT) 23 L.F. 19 CONSTRUCT 8 WIDE SIDEWALK PER C.O.T. STD. 401 (FS PER PLAN) 350 SF
PUBLIC WORKS FOR APPROVAL.
UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED 8 ADJUST TO GRADE 3 EA. 2Q INSTALL 12" DI 900 ELBOW 1 EA.
IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A '_ °_ 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED
REGISTERED ENGINEER. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE 9 6" X 6" NDS #923PB BRASS GRATE W/STYRENE ADAPTER 4 EA. 21 JO I N PROP. 12 PVC TO EXIST. 24 RCP USING J.S. NO. 2 PER RCFC STD. JS229 1 EA. o
SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. UNLESS SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINEDCL
10 JOIN RCP/ TORM DRAIN 1 2 EA. 22 INSTALL 12" PVC PIPE CLASS 200 C-900, 1095.0 I E (REPL. I NLET) , 1094.8 I E (PROP. I NLET) 2 LF BY THE CITY OF TEMECULA INSPECTOR.
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11 . ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 11 INSTALL 12" PVC PIPE CLASS 200, C-900 36 LF 23 REMOVE EXISTING BROOKS 24"X24" CATCH BASIN, REPLACE WITH CATCH BASIN PER 24. JUTE NETTING SHALL BE INSTALLED ON ALL SLOPES OVER 10' IN HEIGHT.
OF THE CURRENT STANDARD SPECIFICATION OF PUBLIC WORKS CONSTRUCTION.
ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 1 12 CONSTRUCT MODIFIED CONCRETE DRAINAGE CHANNEL PER C.O.T. STD. NO. 304 AND DETAIL ON SHT. 3 80 LF NOTE 4, TG & INVERTS PER PLAN 1 EA ui
U
INCHES, MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS a
GREATER THAN 3 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, A 13 INSTALL R I P RAP PAD 9 C.Y. 24 REMOVE 7.32'± EX. 8 HDP, REPLACE WITH 8" HDP (ADS OR EQUIVALENT) INVERT & SLOPE PER PLAN 8 LF
MINIMUM THICKNESS OF 2 INCHES. Y
14 INSTALL 8" PVC PIPE THROUGH SPLASH WALL 0% SLOPE, IE PER PLAN) 1 LF 25 INSTALL 8" DI 11 .250 ELBOW 1 EA 1 Q
a
15 CONSTRUCT MODIFIED CURB OUTLET PER C.O.T. STD. 301 & SECTIONS D-D & E-E HEREON 3 EA.
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1 1 1 i
PLANNING E DES113N E CONSTRUCTION ® u
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BUILDING AND SAFEW <
40810 COUNTY CENTER DRIVE, SUITE 100 J
TEMECULA, CALIFORNIA 92591-6022 APPROVED BY: j
CONSULTING 951.676.8042 ® FAX 951.676.7240 ® www.RBF.com
NAME DATE z
e
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC`D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
SCALE Q�pFESSI0�9 RECOMMENDED BY: ° DATE: 7 2549,
`ULA DEPARTMENT OF PUBLIC WORKS <
ADDED CONCRETE DRAINAGE CHANNEL, 7r�Z ��q O TAN F RAM,ML-AC ML-AC MCH-JDT
CONTRACTOR 1 MODIFIED CURB OUTLETS, 2'X2' CB & HORIZONTAL o� f PLANS PREPARED UNDER THE SUPERVISION OF \ T
7/06 RBF 12" PIPE/REPLACED 2'X2' CB & 8" PIPE _ ACCEPTED BY. DATE. , ��aF oG
HARVESTON TRACT NO. 30669-1
AS NOTED w No.60132 m t
LOT 54 PASEO PARK
PA EC
INSPECTOR SEE PAGE 1 Exp. 06/30/08 �' - DATE: RONALD J. PARKS ° _9
DEPUTY DIRECTOR OF PUBLIC WORKS
JOHN D. TANNER III F
VERTICAL cI V 1�
DATE COMPLETED AS NOTED ATF OF C RL �� 6-30-08 '®`FfoN3, TITLEo�° SHEET OF
1F R.C.E. NO. 60132 EXPIRES: R.C.E. NO. 19744 EXPIRES: 9-30-07 ie®g
°
TRENTON COURT GLOUCESTER COURT
IMPROVEMENTS
j 53 ' ca FOR TRACT NNO.PERPLANS , ! � \.l, �?..
if I ) a; SUBDIVISION BOUNDARY \ �? TRACT � 6 � f � ��. - ,
SIDEWALK PER ST. PLANS FOR
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� TRACT NO. 29639-2 "'
I J a FORRTTRACTNTS NO.PER PLANS
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FS __. TS
9 1098.7} d SIDEWALK PER ST. PLANS FOR 1100.5 X11
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WALL PER .I; ;, ,� � 18" RCP SD PER SD IMP. PLANS i �� FS GB
TC `_. 1 FS ) F
FS, ARCHITECT'S PLANS -., _ 1 ARBOR AND`FENCING PER
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24 RCP SD PER SD IMP. PLANS 1 20
_.., _ lOg _. 2 _..._......._.. 1094.2 /:;; 6.90 LF, =1.349.
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_.._ 1089.74 FG 3 �1 1099.9,_
2 3
5 _.._._,....,, ....................... FL-GB __....,........,
,109.90 ,� � _ __...,..,,.._......._,,...1_......,,_m.. 2.,.__. , 1(}96 ,,. :.�.. � r. -___,.� -._� 1100.Q8
-_ -: � ,_.. ,_. EX. 84 STORM DRAIN 1 .._._..._.._
1.0 1094.15 '( _. __._. ___ ___..0 1100.12
s g2 r SGB �-_ , � -- _ _ ",- - � 1 Q99.66
-�,.... _ _.. . ._ _ FS
_ - _.. _ _._. _.. ':_ _.,..._,_ �,..__,. 10 9.861 110Q.07
Q o� FS GB .._„
u 1095.33 1099.25 F
I _ o a� 1 Q93.33 _ _ ..,_.. � 1 Q99.77 TG . _..
1 EX iST
T. DRIVE APRON _.. - T P
I WALL .. _ SFS-GBS _ e LIGHT STD. 1. FS-GB 1.0� ,FS FS-H 097.27 F ; 4
1093.98 1.0% I
,
S GB ; . -
t
1099.91
1089 37 ARCH I TELT'S.,_PLANS: ~-- _ ....-- - �'� \ - 0 1093.70
1093 0
3
co SWALE - -
1 _
_. , _...__. _.._- FL-GB rn
4
1Q99,75 �� FS HP'
-1100 Q4 TG LP
\1099.88 TG-LP--
;j! 10,97 65.FL
1088.17 TG ". _ . 1092.91 TG 1 5.0°FR9SW- - 1099.58 _ 9 ...v- (1109.5)
f II
TC
_.___ALUM
. HEADER PER., __. ...- 2.2 -
(1089.07} ;. 3 _._ARCHITECT'S TELT'S PLANS M:, __ „ - - 3 o -r -� FS HP ...-1 Q97..88 FL.,w..
TRASH FS -
w aI a :• 1086.67,F __..._ 089. - a1 TS
FS -- _ TYP. _._._.... .. I 2. % j ae
d 1=1.50 _� } _,. _._ ..._ , 1
___...__._ " 1094.08 1094.21 H=3.0 1Q99 33 _ -
_... ;_... ® RECEPTACLE
1 __.. _ .._ _..._ _ _ 1 X98.11'..I NVLF 9
to S�
E _ __....___ �.-......_.. __..w..._._., .__,.,.._, ._ ...... _._._ ........ ... ..... _..._ __._. _._.. __._ ... ....-._ _.._ ._ .... j � - � AO (PAD 1108.5
Q92,.4W,
1095 ._........ ..._........ . _. - � � I �;�t•- FS G� , . . . TRELLIS STRUCTURE ° 3
_ __._._..__ - 1097_ ......
_.. _ __..
cQ - .Yd i TH$ENCHES.,.• 13
't i
Ct-k
� E-- � r 1 8�.7 ,'FG r .__...__._._ PICNIC BENCH
_
-- -._ .w„ _.._. . _. .__._. __ _._.._ _.,..__..._.__.. __.._ 9 -1100.08 TG' M. ..�"CClRB`P LLTANDSCAPE
r` TYP. _ .. r__ __
9
13
I :.; _.. ___ ___ -__._ _ 1099.5§ FL" --AI�CHflECTS"` �' 1108.6
-- - -
w...,,.,m,.. .....» ,....,.,..,,,... __ __._
)
69 7
;' _._,. --� _ __.,. _. _..__ ...._. __..__.._...._..__ ..,,._.___,_.,___..~. _.___-__._ µ,. . ., _ ��. 1099.54 TG LP-�"'°
__.
_____
_.. ._ ._.... ,,.e:._ ..,:.,..._,_,., AD-1107.
._... _.., , 1100).��_.,..._._.._ w �..,_ � -
__ ._ -
_.._.__ _.. (1100 .m...,.,., _n....w,�..°, �.. r...,.,., .�..._..,�,_.,._„_.�v_°,-m._, _
I ) ..m.° ...,..,. ...,.. __----- _.. ., -.,.. .... _..... ..._.... 1098.37)INV,.�
P 6
1 ._.._._._ _.._.,,,... ,. _,__.
I SIDEWALK PER ST. PLANS FOR _ _. _ - _
_ _._ _ __
TRACT
NO, -
. 29639 2 0 E r ,.._...-,._...._._.___. _._....._.
W
k 1089.60 -----
(1089J72
_.. TS
TC ' _.._..__.._._.. .._.__. ._._,.
:.{1
105} ,�...,,
4 1 ( __ _ . �d33 1944'E..._. _ _ TRAC w
1 ! ; 1089 J72 ? x1105:, _._._ __..._._, 27.-01 T 171 .21 ( A0= )
66' FS I 128°23'06"E (1106.2) (1106.9)
4 ,_---_ _..._._ ._.. __... BOUNDARY P 1106 8
TS
(1105.4}
TS TS
29' Ts Ts
{ , !k ' 1 � , / ,. `.�� ,.--�_., _....._.-- (1105.2) SUBDIVISION TS
I
1 �
�37 ' w 1 TS BOUNDARY
1 23 li 6 (PAD=1104.4)
14' 23 + o (PAD=1103.7) (PAD=1104.2) (PAD=1104.7)
(PAD=1105.2) (PAD=1105.9)
7 9 10
+7
t , TRACT NO 30668
CONS'MUC-WN NOTES
CONSTRUCT HARDSCAPE PER LANDSCAPE PLAN SPECIFICATIONS
O INSTALL BROOKS PRODUCTS INC. 12" X 12" CATCH BASIN
WITH STEEL BOLT DOWN TRAFFIC GRATE (HEIGHT PER PLAN)
O4 INSTALL BROOKS PRODUCTS INC. 24" X 24" CATCH BASIN
WITH STEEL BOLT DOWN TRAFFIC GRATE (HEIGHT PER PLAN)
(5 INSTALL 6" HDPE (ADS OR EQUIVALENT) E
PL PL O INSTALL 8" HDPE (ADS OR EQUIVALENT) L
PASEO �8 ADJUST TO GRADE {
8 T O 6" X 6" NDS #923PB BRASS GRATE W/STYRENE ADAPTER & 6" HDPE RISER
00
5 5 cp e 3' 41 10 JOIN RCP HDP S R R
e" F
INSTALL 12" PVC PIPE CLASS 200, C-900 SGPT
O<�� 1.0� QFC e� 4-
41V
PS<ppST 0% 1 .07. 1 20 INSTALL 12" DI 90° ELBOW a
F 20
® 21 JOIN PROP. 12" PVC TO EXIST 24" STORM DRAIN USING J.S. NO. 4 Q
VARIES �" OVARIES PER RCFC STD. JS229
MAX. 2: 1 MAX. 2: 1 22 INSTALL 12" PVC PIPE CLASS 200 C-900, 1095.0 IE (REPLACED INLET),
1094.8 IE (PROP. INLET)
FL ELEV. PER PLAN FL ELEV. PER PLAN FL ELEV. PER PLAN 20 0 20 40 60 0
23 REMOVE EXISTING BROOKS 24"X24" CATCH BASIN, REPLACE WITH CATCH BASIN PER
VARIES VARIES TRELLIS STRUCTURE NOTE 4, TG & INVERTS PER PLAN 1 0
MAX. 2: 1 MAX. 2: 1 W/BENCH AREA 24 REMOVE 7.32'± EXIST 8" HDP, REPLACE WITH 8" HDP (ADS OR EQUIVALENT) 0-
r-
MEANDERING CONC. SIDEWALK 8' MEANDERING CONC. SIDEWALK INVERT & SLOPE PER PLAN GRAPHIC SCALE
25 INSTALL 8" DI 11.25° ELBOW
SECTION A-A TI - �
N.T.S. N.T.S. a
a
STORM DRAIN � DATA o
W
V)
PLANNING DES+13r� CONSTRUCTION DELTA BRG RADIUS LENGTH REMARK / 1 \ ® Q
1 N13 48'27'E -- 17.24 6 HDPE LD03-175GR -6
2 113°48'27"E -- 15.50 6" HDPE z
3 N13°48'27"E -- 15.51 ' 6" HDPE
BUILDING AND SAFEW <
40810 COUNTY CENTER ®RIVE, SUITE 100
4 N13°48'27"E -- 6.77' 6" HDPE
TEMECULA, CALIFORNIA 92591-6022
CE3NSULT1 951.676.8042 e FAX 951.676.7240 ® www.RBF.com APPROVED BY:
NAM DATE z
CONSTRUCTION DATE Y R �4S#®tdS AT ACC'[3 �EC� tv1A #G SCALE Q�p F E S S Ip�� �FStGt�E® SY �FiA�lN �Y CHECKED �Y J
I'll
ADDED 2'X2' CB & 12" PIPE/ �� TAN
RAM, ML-AC MCH-JDT RECOMMENDED BY: DATE. CITY F DRAWING ��` Q
CONTRACTOR 7/06 RBF 1 REPLACED 2'X2' CD & 8" PIPE HORIZONTAL �� �F�
J PLANS PREPARED UNDER THE SUPERVISION OF
Ql� z ACCEPTED BY: 44 &rL�4DATE: ® of T
AS NOTED 9
No.60132 '� �� G
INSPECTOR SEE PAGE 1 Exp. 06/30/08 --- HARVESTON TRACT NO. 30669-1
DATE: RONALD J. PARKS o4Y ��
JOHN D. TANNER III LOT 54 PASED PARK 2
DEPUTY DIRECTOR OF PUBLIC WORKS
r r= eY
VERTICAL �� Q
DATE COMPLETED �q7. C(�I�' o��~ � F
AS NOTED F OF C pV�F R.C.E. NO. 60132 EXPIRES: 6-30-08 R.C.E. NO. 19744 -EXPIRES: 9-30-07 �OrroNsiees ooPRECISE GRADING PLAN
SHEET 2 OF
TRACT NO. 30669
14
7 13L
_......___.w.y TRACT __.. __. ._. ,--
_ ._ 1 1 3066 1
j _.
-
___
_ _ ._.__
38
03
" , '� ------ SEWER-
(1108.64) _. n _._ - .._ _-
___..._
(1108.56)TC
____ /
e�
---_
`L, '���.. L__... IMPROVEMENTS PER PLANS FOR--__._..
a
°�1Y1x
.. = •.
SIDEWALK PER ST. PLANS FOR "�,.� --
__.__..__... {1TC9.12}
\ . , � TRACT N0. 30699-1 �®/y ��Q� _•__. 30669
- __._-•.___._..._ _._.......__.._m._- �
TRACT NO
(1108.76 __..__._.__._...,. /
co
�R _._, _. /._ .
`-_. 8' WATER
FS 9 S �.. -
(1110.62)
_..._ _(1109.62}
0 _. .. -_ .. .._____ _.._
N40°09' 18"
__ _.. _. _._.. _-_.. E 276.91 ' _.__,_....._.._.__.
N27-45'04"W (R) 3: � r_. .-_ ..... ._. _..
_. _____ ____._.. 110.03} .
8 L , _.
39 )
15.38 .. R - � -.. j, _....._.. ... , _
� TC
- -
SUBDIVISION
-'- _._�. BOUNDARY ..__......__ __..._,.,_..._,.m�._._ __..._._..___... -179 T... �„__ �- „ `• �.,.v �.. �-�..
1106.29 r-____._...__._____..,_.___.--,___ - - ._.- ° -525
(1111.3) ,��22°o5`O „ - - _~� _ ~ � f 4.0� / _. - -___ R00'
/
�_ � _-___. _ - ___.__ 0 _ L=179.81'
-
1108.79 _____..
._ � o _.__-__ 0=19__37 27_ ., .._. ---
--- _._..,._._.._.
_.-_.. ( )
1108.29 -__� __.... �1 � .._ .. __. _..... ROW)..._ ..._ _...._._. ___.... ____ ._._..._.. ____ ______ ____ ____ _...._- - .. 4
�,,, _ o
11x8.84 _ -
ES..GB...__ ,�' _� __- ,...._____ � VARIABLE
--
CONC. MOW-CURB n ... - 1' 1 •�
V o
30
LOT BOUNDARY _ .R.. _
ARIABL
E l
TS OPE - • M.,.�,� -
.,°" 1104.2 1 YUP )...._. - III MAX. . . m. ,. _,,.:.w
�"
_____.__ PiONIC BENCH
ALUM. HEADER PER /
~:1103.45 FL
".` 1104.34 FS _,._..__.__ ARCHITECT'S PLANS _ __.. -. ;``I L (1107.67
- ___ FL
.
._.___.__ -__-_- .____. TYP. 1 04.8
_._, I _,. __,,__,_.._
6 SD MH _. _ .. -_ }
® _.... .. .. ._ .. . m, 1107.x9 0
RIM-(1099.2}
o ! 1103.55 FL -
„ $ "a°I 1041 _1104.95 ....{TYP } _ _-- .- ...__.._.-�.__� -- - ". - -�
\ i p
_. ._._.
_.,. ..- - t7 FS- _ _
,j \ .� �_. ___ .._ - _.. ,_._ _. w-�-, .�..�.w�,w�._.,.,,�.. LIGHT STD. -
1105 09.
.,._
�°' �, 11x7 62}
_._. °� ,�,� �" ;•",' :x,.m ... _._ _ -. {I3�x _..... . 1103.99 S_�...,� � ..w 1103.86 1104.88 _......__.....__._ ____a � - ��-. 5 A' FROM SW � FS-JOIN EXIST
__ _ _ ..... ., __....__... _.. '_H-IGH SF�'L�Ski A._ . _ __.. FSG ��
SGB STORM F _.. 1 .09 (1 .09}
�--- PROPOSED
DRAIN EASEMENT wz % a% 1107.22
�a 4. 1105.02 _------ •�,a
� � ,,:.:v".,�,. � �.A��1�1:LI.� :, ,. _,,�.;a - , 2• 11Q7.60
_.._._.._. �- � � -a:�., ..,.r ,._ __ _ FS� .mxF, ... u... .� - . .,,� a1.�0.._.� .-•ft .,� 1107.09, `,_ { }
t / - a�a . m 11 a FS _
��� �_,� �' 11��.v 6 .."m.,_. ."__....... "..,, � _ .�._ -. .._ e"..� �o � � i FS JO I N
L - „s* FL IGHT STD. _ ` F GB )I 1107.62
T \ { )
1111.3 N. , W. ;- 1102.69 f 11� 0 _.. 1,a:.:, ' . , -
1103:22 0% 19 11 ! T 10% 1105. 14 -�---- Y1t1`5.4 . o 1 F JOIN EXI,
TS ,..., FS 0% - �- _ 04 ��` i FS 1 .0 1 FS-GB 1 1 7)
1103.07
(1103.7) �/d, , FS 8°� S _ _ - - _ 1 11Q7.09
10 6
Q2:51 1 ' 4 1 .5% FS-GB
t 16 0 1103.85 1 12 alp %1fl Qr 0 8 GES
FS 16 3- FS-GB- 12 __ _ - 1106 .. _ �p� \ (O
TS _ _ - -„-1�0 -
".,� �.- Z 110 _..
i'\ ... 1.0% MIN__. ___K
_ .. _.°
110 .15 -- ... .._ - .J
04.8 � \
1 a .77 o __- (1107.78
/ / 1 1 .x D _._ _,_. .. _. __.. 1106.50 FS }
10 FS 1103. FL
_ .- _ ._._.. .. ....... _.. _
s I.
~_ __ ND.__CQNGRETE _..- ._...._ BEGIN GONC_EIE.. ........... :. .,.. ! 1 s•, '1 � „ �_ ... ... _.� ._. _FL._. I � FS
E - ' ---- 1 03. 9 IE. __...._. _, ._ -.-_. 13 __.1
1 RA-IN DRAINAGE-._CHANNEL.._.: , ; � � ' .. ._ 7 .1..165 70 FL ." -
__. ,_ __.. ,° RAI -NAGE _. ...__._
flD. .
FS.._ -
--INSTALL__ , _. . . __ 1 3 1106.92
A t 1102 1 _ I NSfiALt 8 X _.. _
- _.._.. _.__ 1106. O- Fs _... _ L
1b / _ _ _ GONSTR17Gfi D 89 HEAt3WALt ___. _,......_.. .•..,w,..a __._ _.__..__- _�
N L 1w 111 i I 1 FSB __.. .. . ... ... .... ___ N
�---
N - - T.. ,.ROCK RIP RAP PA
.. , ,. .x'1101.61 r- __ TRASH __...._. -..,� f� _.��„�. - � 1� � , _. _
� _ 1-1f33.30
., .. _ __ .._. _...__._ 1.10..... 11
o ,
. .__ _..-.._ CONSIR_UCT D 89 HEADW 11x5.62
r , , ......w - ALL �.��._.,_ .r,.,,..,., ._., .. ,.•r.,.., :m . �..
cr EXIST SLOPE BASE FAB._,._OT
RECEPT _.
1105.x0 TW fS _._._.., 1105.x0 TW..__.,_
1110.5x � �., w•.. �-•�
_.w.,,..
_.__...__ 1103 09. FG_..._....._.. ,. . . .1104.00. _ .__FG •e ..„ .__=-=--_� ,__- , � �.__ I E � ___r.___.____.. _
1
1103.5Q TW ___. - r 4.13 _.__. .._ „_._.._.1110.60..
_ RET
- A 1 NI N�_1�AtL PER _ _._ - ..
Ln
",- _ Al 1104.00 TW 1.T-03.95 F� - _.__
,... __.. � �...,, �, i _.. _.._.. _.... _ _._ _ _._ . ..EXISTING .�LDPE--
r
11-10...70 FS GB
/ .--• ,..• �. ,,.., �...__. _.__i 103.x0 FG,,-. .._
PARATE PERMIT ..._..... __._.... _ _ _----- _v__.
TREL _. ......_.. ._...- 3 ... ,,.. _.......-11fl3.1Q_FL _. -f_'__. .. _� ...... .. ..........
- Z p,,,.,. LIS STRUCTURE �. _ ,..,._11x3.00 FG �; --.--
„ _. __.._
-GB
1},fl6 .
,�- ,�° .,..u..WTTH.,_SENCHES-_..__. ... � r. - . _..__ - _
_ _
„ 104.33' 1113.7 .
E
__
(1114.3)
N37°51 '23"E 211 .84'
. .-. TS ,+ 1113.30 ___
CONC MOW CURB
mM"..... >13 1 FS ITS 18 STORM DRAIN PER TR 32104
) / �, ,,• , � (1114.3) SUBDIVISION BOUND
ALUM. HEADER PER (1113.1) N39 28 t 2c.88
ES ARCHITECTS PLANS - � ,," ' - / \
{TYP ) ' "
r q
TS
.: 1 °'' SUBDIVISION LD05 106G0 � � � � � '�" 16 32' _
• - 11 BOUNDARY N40 1
\
""
{ 1)
� I � ,• - 3„E 117.x
TS ,
E SPACE L QT 1 9 TS
�. 11
A1s .,
._ F try 2 1&9
D-89 HEADWALL p
TRACT NO. 30668
SWK FS
(1111.2} SWK FS �O Q100 PONDING 1
\\ ... TS
" DEPTH
MOD. CURB OUTLET
t 1 .0%
(1110.4) 1
TS
\14,0\1�&lb
SWALE FL
NOTESCONSTRUCTION
(1109.5) SECTION F-F
1 O CONSTRUCT HARDSCAPE PER LANDSCAPE PLAN SPECIFICATIONS
N.T.S.
TS13
1 INSTALL 4" HDPE (ADS OR EQUIVALENT)
8 ADJUST TO GRADE
FS PER PLAN
SECTION & Q 12 INSTALL MODIFIED CONCRETE DRAINAGE CHANNEL PER C.O.T. STD. NO. 304 AND DETAIL BELOW
REINFORCEMENT SIDEWALK PER SECTION & ��0�
SIDEWALK PER PER C.O.T. STD. Q100 PONDING C.O.T. 401 REINFORCEMENT
13 INSTALL RIP RAP PAD
C.O.T. 401 1 py DEPTH PER C.O.T. STD. FS PER PLAN �;•
301 (TYP. ) 4. 1 301 (TYP. } 1 .0% 1 14 INSTALL 8" PVC PIPE THROUGH SPLASH WALL (1% SLOPE, IE PER PLAN)
3' TYP. S(Op VARIES FL PER PLAN
X1 .0% (TYP.) FL PER PLAN F VARIES - a_ 1 ,0% E NN S 15 CONSTRUCT MODIFIED CURB OUTLET PER C.O.T. STD. 301 & SECTIONS D-D & E-E HEREON
1% MIN. 1% MIN. o-� VgRI I�1.
EL P 4" SECTION, SECTION & _ I SECTION & v 4" SECTION, 79 MINS 1�D 16 CONSTRUCT D-6 CURB PER C.O.T. STD. 204A (TC=FS+0.5')
REINFORCEMENT REINFORCEMENT REINFORCEMENT REINFORCEMENT 17 INSTALL 8" PVC PIPE THROUGH HEADWALL 0% SLOPE, IE PER PLAN)
PER C.O.T. STD. PER C.O.T. STD. PER C.O.T. STD. PER C.O.T. STD. 18 REMOVE PORTION OF EXISTING SIDEWALK AT SCORELINES, REPLACE WITH SIDEWALK
301 (TYP.) 301 (TYP.) 301 (TYP. ) 301 (TYP. ) OR MODIFIED CURB OUTLET (PER PLAN)
SECTION _ VARIES VARIES VARIES 8' VARIES VARIES VARIES 1g CONSTRUCT 8' WIDE SIDEWALK PER C.O.T. STD. 401 (FS PER PLAN)
N.T.S. SECTION E-E
N.T.S.
STORM DRAIN DATA
DELTA BRG RADIUS LENGTH REMARK
E
R/W PL 2 N09°N58-14'34"E -- 6.66' 4" HDPE
PASEO
cv
PL e
2 VARIES 8' R/W PASEO �,� � 00
o
N / 0.5' /
Tc 0.5' // 2' e 5'ci- O
ck) U
p(q/V ® 6' �LSj�pQF' o SG `r
\e�IS 5 0.5'
VARIES ��'�j� pFR F FL Q
<or'F� I VARIES +/OQ �M VARIES /
2.09 8' /�� / CONC. coa
/ VARIES / un
MEANDERING DIST S P� / �F�I 1�/oQF SIDEWALK 1 T
CONC. SIDEWALK s4o���•'� AF�p F��e� / ? ,s\ FS 04
s' P� ��/��`' U ( 20 0 20 40 60
1 .0
e� F�� //`� 1 . LONGITUDINAL SLOPE OF LINED DITCH SHALL BE 1% MINIMUM
w
�- RETAINING WALL <q� 1 .0% >
VARIES (BY SEPERATE PERMIT) LINING MATERIAL PER C.O.T. STD. NO. 304 GRAPHIC SCALE °
MAX. 2: 1 VARIES
VARIES MAX. 2: 1 VARIES 12
`�
FL ELEV. PER PLAN MAX. 2: 1 FL ELEV. PER PLAN MAX. 2: 1 w
FL ELEV. PER PLAN -_ o
MAX. 2:
SECTION E3-13MEANDERING N
Q
PLANNING DES113N CONSTRUCTION VARIES
CONC. SIDEWALK MAX. 2: 1 0 -
N.T.S. 0.25 �® 5.0 I D•25' z
MEANDERING CONC. 1 -� i®- BUILDING Q
40810 COUNTY CENTER DRIVE, SUITE 100 SIDEWALK
cif
TEMECULA, CALIFORNIA 92591-6022 0
@ J
!® I 951.676.8042 FAX 951.676.7240 www.RBF.com N.T.S. NOT TO SCALE APPROVED BY: m
NA DATE Q
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY
�
SCALE Q�pFESSIp�,4 RECOMMENDED BY: DATE: fNF DRAWING N
ADDED CONCRETE DRAINAGE CHANNEL & 7 �p TAN RAM,ML-AC ML-AC MCH-JDT LA
F PUBLIC WORKS
CONTRACTOR 7/06 RBF 1 I I-
MODIFIED CURB OUTLETS HORIZONTAL ��'p v
,r PLANS PREPARED UNDER THE SUPERVISION OF
ACCEPTED BY: DATE:
AS NOTED W No.60132 °F Tie
INSPECTOR SEE PAGE 1 41 Exp. 06/30/08 -- DATE: RONALD J. PARKS v~� o� a
LOT 54 PASEO PARK
JOHN D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKS
DATE COMPLETED VERTICAL s��� e I V I ���� F
F � 'd ..�.8 QQAS NOTED OF pal� R.C.E. NO. 60132 EXPIRES: 6-30-08 R.C.E. NO. 19744 EXPIRES: 9-30-07 0. ®& I SHEET 3 OF 4 °-
w
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TRACT 30659-1 "" \
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TRACT 30568 _
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LEGENDCONMUCTIMM NOTES
0
Erosion C"'ontrol Notes:
INSTALL GRAVELBAG INLET
PROTECTION 2 BAG HIGH x 1 BAG WIDE 11 �NSTALL GRAVEL BAG PROTECTION 1. ALL SLOPES STEEPER THAN 4:1 SHALL BE HYDROSEEDED. �
2 BAGS HIGH X 1 BAG WIDE) o
0
2. ALL INLETS SHALL BE PROTECTED WITH A GRAVELBAG DIKE.
o-� -a- INSTALL GRAVELBAG PROTECTION
i
3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL MEASURES AND N
COMPLIANCE WITH ALL SOUTH COAST AQMD RULES AND
REGULATIONS. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL . �
REQUIRED PERMITS AND APPROVALS FROM AQMD. ALL GRADING
OPERATIONS SHALL BE SUSPENDED DURING 2nd OR WORSE STAGE
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pLANrvING E DESIGN E coNs,-RuC-rf®r,
SMOG ALERTS BY AQMD. �
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27555 YNEZ ROAD, SUITE 400
TEMECULA, CALIFORNIA 92591-4679
CONSULTINE3 909.676.8042 ® FAX 9Q9.676.7240 Q www.RBF.cam
BUILDING AND SAFE ¢
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APPROVED BY:
NAME DATE z
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY ¢�� FESSjQN FCED BY
SCALE
CONTRACTOR H ���® � � C, y� RAM,ML ML MCH DEPARTMENT OF PUBLIC WORKS __
RECOMMENDED BY: DATE: DRAWING IVO.
ORIZONTAL 0- P ANS PREPARED UN ER T SUPERVISION OF
ACCEPTED BY: DATE: 4of T N
INSPECTOR SEE PAGE 1 AS NOTED � Na.63494 cQ
Exp. 9/30J06 DATE: RONALD J. PARKS Gti� 4
LOT 54 PASEO PARK
DATE COMPLETED VERTICAL �� �jYIV �� MA THEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS �'
AS NOTED �rF QF C pltF®� R.C.E. NO. 63494 EXPIRES: 9-30-06 � -R.C.E. NO. 19744 EXPIRES: 9-30-05 rrfo :9 p4� EROSION AND SEDIMENT CONTROL PLAN
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