HomeMy WebLinkAboutTR353371-1, -2, -3, -4 & -5 RGP pg.2 PRaECr PRaECr - - CONSTRUCTION NOTES
BOUNDARY BOUNDARY ELSINORE _ 1 CONSTRUCT V-DITCH PER DETAIL C,SHEET 4
5' 15' pp HILLS RD DISPOSITION NOTES o-CONSTRUCT 6'TERRACE DRAIN PER DETAIL D,SHEET 4
GROUND ACCESS I r" SETBACK %O�
1 ROAD -VARIES BA REMOVE 3 CONSTRUCT 12'TERRACE DRAIN PER DETAIL A SHEET 4
7.5' 20'MIN - _
2 - B PRO 7ECTIN PLACE
- ' EXISTING 1 r � o-CONSTRUCT DOWN DRAIN/V--DITCH PER DETAIL C.SHEET 4
PROPOSED GROUND- r ? i
� 00
14"S.D. _ — ADEO SWALE 1
1 So-CONSTRUCT lN7ERCEPTOR DRAIN PER DETAIL B,SHEET 4
PER PLAN O6 --•CONSTRUCT TERRACE DRAIN TO DOWN DRAIN 7RAN97ION PER DETAIL E,SHEET 4
EDGE CONDITION EDGE CONDM N 12 7 CONSTRUCT TERRACE DRAIN 70 V-DITCH TRANSITION PER DETAIL E,SHEET 4
'4 NTS B NTS 3 - BO—CONSTRUCT CONCRETE INLET APRON PER DETAIL BB,SHEET 3
2 - PROJECT
PROJECT BOUNDARY 1 9 CONSTRUCT CONCRETE CHANNEL/V--DITCH rO PIPE IRANS77ION PER DETAIL K, SHEET 4
BOUNDARY
PROJECT 10' SETBACK I 1 1 r f0 INSTALL 9"ATRIUM DRAIN&4"PVC PIPE
BOUNDARY TRAIL 11 VARIES
1 , 4'MIN 2 ` 11 CONSTRUCT SPLASH WALL PER DETAIL A, SHEET 4
SETBACK r '--- EXISTING
VARIES 10' 2
GROUND 1 2 12 CONSTRUCT RCFC&WCD DROP INLET CB110 MODIFIED PER DETAIL ON SHEET 5
� � �.< f
' 20'MIN. 1 TRAIL 1 -
EXIS7ING 1 r 2 1 - 13 CONSTRUCT 10'Xf0'X1.5'RIPRAP PER DETAIL F,SHEET 4
GROUND EXISTING r' ' 1 14 CONSTRUCT HEADWALL PER DETAIL H,SHEET 4
v rn GROUND 15 CONSTRUCT RETAINING WALL(PER SEPARA7E PERMIT)
EDGE CONDITION D EDGE CONDITION 2 EDGE CONDITION 1s CONSTRUCT 15'ACCESS ROAD,3'A.C.PAVING OVER COMPACTED NATIVE PER DETAIL V SHEET 4
NTS NTS NTS -
- 17 CONSTRUCT WATER QUALITY BASIN
'C'ST. 18 CONS7RUCT 4"DECOMPOSED GRANI7E.TRAIL,ROAD,DRIVEWAY PER DETAIL U SHEET 4
19 CONSTRUCT RECTANGULAR CHANNEL PER DETAIL J,SHEET 4
CONS7RUCT V-DITCH TO RECTANGULAR CHANNEL PER DETAIL Z,SHEET 3
1 21 10' CONS7RUCT 3'A.C.PAVING OVER COMPACTED NA77W
7RAIL 22 EXTEND WIRE MESH AT END OF TERRACE DRAIN PER DETAIL.T,SHEET 4
1
- 23 CONSTRUCT TOE OF SLOPE DITCH PER DETAIL W,SHEET 4
rr�
- 6,. r 11=3 24 CONSTRUCT 3"A.C.PAVING OVER COMPACTED NATIVE W/8"A.C.BERM PER DETAIL AA,SHEET 3
TERRACE 1 f2 2 - 25 2 DRAIN CONSTRUCT UNDER SIDEWALK DRAIN STEEL PLATE PER DETAIL ON SHEET 15
-
GRADED SCALE
PER PLAN
PROJECT
BOUNDARY S17BACK 2Z 2X R� 50' R� F
VARIES 1� - r
EXISTING 15'MIN.
GROUND EXISTING f0' 25' 25'
2X GROUND PAD 2 1 1 IRA/L 1r PAD ELEV a f0' 7' 18' 18, 7' 10' a PAD ELEV
—I
_-PER PLAN PER PLAN
Q
O 1
EDGE CONDITION EDGE NDIT/ON EDGE CONDITION 1 PAD ELEV �'v\`�y4�P 4• a `' PAD ELEV
E NTS - H NTS NTS PER PLAN J Q PER PLAN
To
tom\
R� 90' R/W 4'MAXJ ro�\ r o r`\7, ' \
UP TO
B'ST uiiw/, 4'MAX
VARIES 45' 45' VARIES -(>�'). TC ELEV T - TC ELEV (�)
ELEV PER PLAN H= 16' ROUGH GRADE - PER PLAN _
PAR� 10' 35' 35' 10' P�PUN (H=2'FOR STREETS W/STORM DRAIN)
r� A� 50'R/W STREET SECTION
1r� -'=�y �q�o ��Pti°� 1 LOCAL CUL-DE-SAC STREET(LOT FRONTAGE)
NTS
1 R/W' 60' R/W -
PRO,ECT Q�1 a 30' 30' $
�4� 10' 10' 20' 20' 10' 70'
BOUNDARSE7BACK 1 r 0Q�0� �a1g1 - PAD ELEV - PAD ELEV
VARIES ✓ro r\r��� ��r�r,\r�\\ 2��,o PER PLAN `T' OQ� PER PLAN
TC ELEV r` TC ELEV 4i -------- A
23.5'MIN. 'Qu PER PLAN H= 1.6' ROUGH GRADE PER PLAN - u qJ
(H=2'FOR STREETS W/STORM DRAIN)
PAD ELEV a 90'R/W STREET SECT/ON i1 PAD ELEV PAD ELEV q'P 4, PAD ELEV
EXISTING PER PLAN r Ti PER PLAN
GROUND . ���� EL51NORE HILLS ROAD -_ �° PER PLAN J ' Q, PLAN
p,r,���r,\p \r�nnr
\ r
—- -
\ NTS -- \
UP.70 \r o rr\uii\r UP TO
F E E NDITI N WITH RETAINING WALL a'MAX TC ELEV "� rO" `0' TC ELEV 4'MAX
N75 - O PfR PLAN ,y= 16• ROUGH GRADE PER PLAN (>�)
(H=2'FOR S7REE7S W/STORM DRAIN)
CAL7RANS CAL TRANS 60'R/W STREET SECTION
R/W' loo' R/W' RIW 90' R/W' LOCAL STREET(LOT FRONTAGE)
50, 50' 45'EAIS77NG IMPROVEMENTS 45'PROPOSED IMPROVEMENTS NTS
10' 40' 40' 10' - PER STREET IMPROVEMENT PLAN. R/W 80• R/W
4 O pj-F 35 10 pOQ�P}1- PAD ELEV VARIES 40' 40' VARIES PAD ELEV
CAL TRANS FENCE 'O _ -
QP I- CALTRANS FENCE ?Q'1. I- PER PLAN 16' 24' 24• 16' PER PLAN
(PROTECT IN PLACE) �`� ti'1- (PROTECT IN PLACE) � 1=
I q�EX/SLING � EXISTING
GROUND�x GROUND
�-- _ ------
-- -------------------- ---- L
Sri\u7\
r urT\rT x -
liFv/lam
��p\ri`T
Tc.EV '4 TC ELEV +Yq F4, _� TC ELEV •+G'SP •� pi1 !y
PER PLAN ROUCH GRADE H= 1.6' PER PLAN u f ROUGH GRADE H= 1.6'
(H=2'FOR STREETS W/STORM DRAIN) - ii (H=2'FOR S7REE7S W/STORM DRAIN)
100'R/W STREET SECTION " 90'R/W STREET SECTION rc ELEV
ii Ti 3"Q`r a PER PLAN H= 10 ROUGH GRADE PER PLAN n �
CAMINO DEL NORTE - CAMINO DEL NORTE PAD ELEV PAD ELEV
(SOUTH OF MAIN STREET) (NORTH OF MAIN STREET) ° =2'FOR STREETS W DRAIN) -
PER PLAN r 80 R/W STREETT SECTION PER PLAN
NTS NT5
E STREETS (TRACT ENTRANCE)
NTS
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W1774 THE APPROPRIATE PREPARED BY., SEAL 'AS BUILT" SHEET NO..
CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N.SHERIDAN STREET ROFE��Oro CITY Of LAKE ELSINORE
FOUND ACCEPTABLE LAND PLANNING CORONA77CALIFORNIA 92880 �e`��p�s N'H 04�"y RCf EXP. DATE
TEL(951)279-1800 h,?�qQ o m REVIEWED BY., ROUGH GRADING PLAN
SURVEYING FAX(951)279-4380 r((M31 m fOR TRACTS 35337.1,35337.2,,35337-3, � 2 jr �TR
Engineering,Inc. m INSPECTOR DA 7E
99 35337"4,AND35337.5
� / _ s SCALE., BENCH MARK., FILE N0.
KEN A.SEUMALO,RCE No. 56915 DA7E --- -- -' R�
CITY ENGINEER Q J-/S-�3' F°F°^CIF° DETAILS
(g✓-`I' DAZE.•
- CITY OF LAKE fLSINORf FARRIS AD R.C.E.N0.65931 DATE -
Omxin9:R 1265324\FnallCi'aOn9 Rags\SSIJ]-i.2 J.0.51324-PLN-F(Y-3533NHi-BOZOig [aput IZ4-P[N-F4P-J5331R1/-BOT -3r)2/2013 1:52 PN flofMk Jr)2/2013 6:09 Pk BY Pobick Brom