HomeMy WebLinkAboutTR 31920-1 REV PHASE 2 JOHN LAING HOMES SIP DDA PH C STREET IMPROVEMENT PLANS S pRNF, LEGEND of A�REVIATIONs AND SYMBOLS
_ =
~ FORTC. TOP OF CURB H HEIGHT
2 JOHN LAING HOMES - PHASE 2 F. GI�E"BREAK OWY DRIVEWAY 1
- 100 -- EXIST. CONTOUR
ROP
R.G. ROUGH GRADE N.T.S. NOT TO SCALE -- RIGHT OF WOYR
LAKESHORf OR �Ny TRACT NO. 319201 C.B. CATCH BASIN2R SHEET FLOW RATE
ON ROAD - F. FINISH SURFACE A,C. ASPHALTIC CONCRETE
INV. INVERT OF PIPE GRADED SWALE
A.B. AGGREGATE BASE -y
o HEMLOCK STREET V.C. VERTICAL CURVE C.F. CURB FACE
s CITY OF LAKE ELSINORE ,. CENTERLINE
s _ SWALE HIGH POINT
B.V.C. BEGIN VERTICAL CURVE CSP CORRUGATED STEEL PIPE R FIRE HYDRANT
��Z�pp0 c� COUNTY
,TY RNERME E.V.C. END VERTICAL CURVE C.Y. CUBICCONCETE YARDS FLOWLINE
HYDRANT
,
P�y9 (�ry'T OF^/�� ���//��pp��'�//�� B.C. BEGIN CURVE #--� STREET LIGHT
STATE OF Cl1LIrVf71\1/1 E.C. - END CURVE ELEV/EL. ELEVATION WATER METER
PCC POINT OF COMPOUND CURVE MIN. MINIMUM � CATCH BASIN&LOCAL DEPRESSION ,
P.R.C. POINT OF REVERSE CURVE MAX. MAXIMUM _ EXISTING EDGE OF PAVEMENT
- ` ` R.C.P. REINFORCED CONC. PIPE
OLIVE ST. f ! .� ti P.I. POINT OF INTERSECTION
t
E.P. EDGE OF PAVEMENT ' TIPICAL CONSTRUCT AC OVER AB
4 i23,5 EXISTING SPOT ELEVATION
y � L.P. LOW POINT I
H.P.
�
HIGH POINT SD STORM DRAIN
Y - 1
ST B.C.R. W DOMESTIC WATER REMOVE AC PAVEMENT AND BASE
PROJECT LEMON REET - .C.R. BEGIN CURB RETURN
"s /' �j 1 r �" r \l E.C.R. END CURB RETURN SS SANITARY SEWER
M.0.V.C. MIDDLE OF VERTICAL CURVE RW RECLAIMED WATER -------- TRAFFIC SIGNAL CONDUIT
I r, F O.C. ON CURB CENTERLINE
PIN. PORTION BLVD. BOULEVARD
r
� N ON
VICINITY MAP `° l�l 1 W WIDTH RD. ROAD _
- ' ...._, ,.7ti { ,-+- AVE AVENUE
NOT TO SCALE - - \ ��" '� r z' L LENGTH ST. STREET
t�
/� /`y J.S. JUNCTION STRUCTURE DR. DRIVE
GENERAL NOTES M.H. MANHOLE R/W RIGHT-OF-WAY
1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND1 - Y
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A /'� i __r f ti' i
SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF
LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR
r
NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN �`. • f'r" ��{� INDEX OF SHEETS
THE LIMITS OF THE PROJECT THE CONTRACTOR IS REQUIRED TO TAKE ALL
DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES __ t - t v 1 9tEf NO gig[PLAN p�pNpq
OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY .,;t fY
DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR r �, )�, - r I 1 TITLE SHEET
REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE30
CONTRACTOR AT HIS EXPENSE �, 2 STREET SECTIONS &CONSTRUCTION NOTES
' r r 1 1 3 CONSTRUCTION DETAILS
2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS, STANDARD °°'
SPECIFlC4TIONS FOR PUBLIC WORKS LATEST EDITION,AND STANDARD DRAWING "._� SSiA .B' - t ��i 11 ��i• �,r _ l 7 li` - 4 DIAMOND DR. STA. 62+40.90 TO 68+00.00
OF THE COUNTY OF RIVERSIDE IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE 5 DIAMOND DR. STA. 68+00.00 TO 78+86.75 END
FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES.
6 HIDDEN TRAIL STA 10+00.00 TO 20+00.00
J. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS 7 HIDDEN TRAIL STA 20+00.00 TO 23+75.90 END j
5
PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(909)674 3124 EXT.247
BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M. MONDAY THROUGH FRIDAY. - .?-.M - - 1 - 8 SUMMERLY PLACE STA 18+39.21 TO 29+31.65 END
9 VILLAGE PARKWAY STA. 21+78.61 TO 28 lN
�`�:a. -
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS +
).00
TRAFFIC MANUAL AND W.A.TC.H. MANUAL AT ALL TIMES DURING CONSTRUCTON AS �,', x 1 `'=° „�, 3ie R-?. t -CFS Y•O I ZO S ( ( 10 VILLAGE PARKWAY STA. 28+00.00 TO 37+00.00
APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE FAILURE TO DO SO SHALL v5+& _ I \ 1
REQUIRE IMMEDIATE WORK STOPPAGE - - , A �i,�. �I 11 SIGNING AND STRIPING
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE �, _ Vi E;5 12 SIGNING AND STRIPING
REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. - % i --'" _ •g ! .7 """`�
r
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE - / �' -
NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY �' \!:._ �"-'\--"�. + ! T DIM PLAN
COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE _�\ �� 13 STORM DRAIN LATERALS "B28" "B2M7& "B32"
CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT `" ` '`�, �, �\ I '` 7 14 STORM DRAIN LINE "AA"STA. 23+20.42 TO 34+00.00
_ 1-800-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
15 STORM DRAIN LINE"AA"STA. 34+00.00 TO 40+75.15 & LINE"G" f
Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 16 STORM DRAIN LATERALS PROFILES
WORK AREA,AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST -- C" -j ` + + -
INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING ` "ram OF CONSTRUC p STORM DRAIN LATERALS PROFILES
TION.
r
Tg OUTLET CHANNEL GRADING f
8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING ,
THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER,TELEPHONE,
ELECTRICITY,GAS,AND DRAINAGE FACIL177ES. BFffF NO. PARKWAY C;fiADl'ICi PLAN VESICRIFTM
9.. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER �_ _r1.j 7( TRACT AFlY 1g HIDDEN TRAIL PARKWAY GRADING
GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS T_j \ 0 20 HIDDEN TRAIL PARKWAY GRADING
SHOWN ARE FOR BONDING PURPOSES ONLY. t
/10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND 1 � f' 21 VILLAGE PARKWAY PARKWAY GRADING
ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE _ - ;\` A - - 22 VILLAGE PARKWAY PARKWAY GRADING
NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE ENGINEERS
NOTICE' I I
r \ 23 SUMMERLY PLACE PARKWAY GRADING
IN THE FORM OF"AS-BUILT'PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR
TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON 24 DIAMOND DRIVE PARKWAY GRADING
PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND
11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION EXTENT, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE -'
SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CRY ENGINEER. IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE
� �/'��
�p�
CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF J L K)EN J
THE PROJECT BEFORE ACCEPTANCE IS GRANTED. UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON �
PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE RECORDED LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE �f ii =STREET IMPROVEMENT SHEETS
WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES, ` 2 L� �J
CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY AND ANY OTHERS FOUND AT THE SRE IT SHALL BE THE CONTRACTOR'S
Y ENGINEER WITH A CERTIFICATE OF
INSURANCE REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL U77LI71ES OR STRUCTURES -STORM DRAIN IMPROVEMENT SHEETS
MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONCERNED BEFORE STARTING WORK.
CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR
� ���
13. STREET LIGHT STANDARDS FOR ARTERIAL STREET SHALL CONFORM TO RIVERSIDE LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
COUNTY STANDARDS 1001 &FOR RESIDENTIAL STREETS SHALL CONFORM TO CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
I
RIVERSIDE COUNTY STANDARD No. 1000. THE PREPARER OF THESE PLANS. SCALE: 'I"=400' r,
�1 /�
THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF
ENGINEER'S N0110E: ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS
DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS. SOILS ENGINEER: OWNER:
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE SOILWORKS, INC. McMILLIN SUMMERLY, LLC -
JURISDICRONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR EARTH SCIENCES GROUP
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS 350 FISCHER AVENUE 2750 WOMBLE ROAD, SUITE 200
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND 27Y. THIS AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH COSTA MESA, CA 92626 SAN DIEGO, CA 92106
LIMITED T: (619) 794-1252
WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD QUAN7IRES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. (714) 688-5600 F. (619) 336-3010
THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR
ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT
T TO BIDDING FOR CONSTRUCTION. www.soilworksinc.com
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THEee�
OWNER OR ENGINEER. 'NQ rJ A V 6/23//Y ,
a REVISIONS: PREPAR9 UNDER SUPERVISION OF: PREPARED BY: g CORPORATE PARK, SUITE 100 CITY OF LAKE ELF
o pROF�S�14 l IRVINE, CA 92606 SHEET
WIL30N MIKAMI TgpCTN�,�p-�
CORPORATION
o o SCOTT M.WLSQN D TE STREET MIPROVEMEKT PLANS DDA PHASE C
DIAL TOLL FREE s RCE NO 49884 EXP. 09/30/14 T: 9a9-679-0090 1
1-800-227-2600 No a9sea A TITLE SFEET OF
.��, nT EEnsr Iwo on>5 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK:
y You qs E.p Daimon• * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 24
BY s DATEl crvi� �P STATE LAWt,"AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF SHEUS
s u�OENcrto�ND sE CE,umr of soumEm1 auronNw 9�`IIF V.. ��( - COR g4 STREET AND MISSION TRAIL. 27'EAST OF THE CENTERUNE
DESIGNED BY: MKW DRAWN BY: ECS,RP DATE. - '�
y CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSCN WALTER E.AWSON,RCE14544a, ENgNEER EXP.12 31 2014 OF MIS SIBN TRAIL. W.O. FOR: F.B. FILE NO.
I \\ 1
// IL
I \ �
TRACT 31920-10
J
1271.7 FG ` II 11 NO `
1271.8 FG --_M
Q li \.\ ". 1,. MT l ._. •..-\' ��� E ��_ I i� 1271.8 it
1 \
I • .� � 1271.2 FG
3 I 12709 FG 12711
H I 1269.3 FG f269.0 FG '4l A 1259.0 FG 1269 0 FG 126RJ FG 4269.3 FG 1269.7 FG IM9.7 FG 1270.2 FG 1270.2 FG I 1270.7 FG -EJ ri70.8 FG _ ___-_ SCR
W \ 1269.2 FG A - - 1Y 126483 .�
Q W I . _ ._ J ____ - _=- f264.38 FS ,i
... ..--- --....._..... .. ....... ..... .....:...._ ..... ..... .---- .. ......- .- _ - -- y
...-- - --- ---- .....T�---- - a .j. .. \_T -
W Cn \ - vj� 1267.7d BW Y + 1217.02 BW- NI 1266.60 BW Y + 1266.17 BW 1265.75 BW $I NI 1265.54 BW W •I :a I!� '� - ---
_ ..� i� 1264.98 BW 1264.81 BIN -- ---
i �W I ��-- -----�----- 1- 1265.16BW nl 1265.08BW
1265.30 1265.16
i -1 aK 12b768 FS 1266.92 FS 1T66.50 FS 1A6.07 FS- 1265.65 FS 1265.44 FS a j
n o 1264.98 FS + 4+75.00 1264.570
14+50'00 1264.30 fC 15+0437 ECR
1167.83 FS 14+00.00 1264.37
i 10+50.00 11+00.00 11+50.00 11+00.00 12+50.00 12+75.00 13+00.00 13+19.46 13+50.00 13+66.63 15+00.00 /264.39 TC
iI f0+4300�2 TC 1266.76 TO A 1266.34 TC 1265.91 TC 1265.49 TC 1265.28 TC 12M15 TC 1265.04 TC 126489 TC 1264.80 TC I31�4' / 1264.37 TC 126767 T -
10 C 1 1 - -1- _ -_----
-� - - -�- - - - -� - - -{ - - - -I- - - - r - - j
--------- 15+2195 BCR
15+00.00 1264.49 TIC
i
- - - - - -- - f - 1264.37 -
/ 4'SOLID PVC PIPE ...�
1Y67.40TC Q 11+50.00 1264.3
f0+50.00 1 11+00.OD L=T5.J'5=0.010 28 12+00.00- 13+50.00 1J+OD.00 13+50.00 14+00'00 }
1266" iC 1264.63 TIC 1164.53 FS
1267•� 126731 TC N6--76 TC 1265.75 1NV 1265.91 TC 1265.49 1C 1265.15 TC 1264.89 1C
1264.53
N 116747 FS 1266A2 FS f K 1266.07 FS 126165 FS 1T65.J1 FS 1265.05 FS fie} 1264.79 FS
N / '�� 1266.041NV a} - �� - - _- 12 W1267.04 BIN -
1266.79 BW Pn __ -- - -- _--- 1264.63 ----1264.63 B- �\.- ECR
- - -----1T6804 IOU .. -- }267.79 TW ------------ ----- - ---- ----
_ _ -- -
4. 61
1 B(3t / f26757 BW 1266.60 BW 1266.17 BW 1165.75 BW ►„� 1265.41 BW 1265.15 BW 1264.89 BW---- �, BW---- 1264.67 TC
31 TC / � 1 6.21 w I 1265.9E 7F } } -J-i--- 1167.E FG 1267.E FG
_ e 1264.79BIN
1267.66BW 1267.2FG -- - 1266.9FG ---------------------.--L----------------------------------- 1268.2FG
1271.4 FG 1271.10 TW 126b.07 IF - - - 1269.3 FG 1268.8 FG
I - , ISlL1 1
7.47 FS / 1266.3 FG 1170.8 FG 1T70.8 FG 1270.4 FG 1169.9 FG Y
1 67.57 BW I� 1271.1 FG �' / 1269.8 FG C A
i 4•PERT PIPE ,� X) �•9 �D (✓� '9 S✓` '9/: <f �� <-� j R7�►
-�•BY FOR RETAINING WALL
SEPARATE III
/i .✓...r..s-'` -jO� <1' Dom. J ~,,, j <.f �� 5? `7 �� 1
9
,
1p
111 / p
TRACT 31920-22 I
HIDDEN TRAIL
9�-a-Mg r�NOTE
J.-
CONSTRUCT PR47E DRAIN THROUGH CURB PER COUNTY OF RIYLT790E STD.NO..310'y Q
- -
FUTURE
LOTLN4E R/W CURB LOTLINE R/W CURB FUTURE LOTLINE R/W 13' CURB
13' 13,
I _ -
PROJECT WALL I_ FUTURE PROJECT WALL PROJECT WALL 13 12'HOA LOT 5'FUTURE WALK s'
12'HOA LOT � 5'WALKWAY 8' 12'HOA LOT 1 4' S'WALKWAY 4'
1' 10' 1' 1' 14' 1' FUTURE 1 10 1 I.
PROP. PROP. PAD V
PAD ELEV PAD ELEV 2T 4G4,1. 1
P7X ' 251
2X TR
SECTION A-A SECTION B-B SECTION C-C
N.T.S. N.T.S. N.T.S.
-
GRAPHIC SCALE
o m w eo
/E
( IN FEET
,1'/n1 )
1 'N,,16 IOV 3�30/(S 1 inch= 20 ft.
REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINCRE
QRpFESS/ 9 CORPORATE PARK, SUITE 100
3�7-/ WIL80N MIKAMI IRVINE, CA 9260E TRACT NO.31920-1 SHEET
V.IT�o SCOTT M.WLSON -- DATE CORPORATION STFEET MPROVEMENT PLAN5 DDA PHASE C
RCE NO.49884 EXP. 09/30/16 T. 949-679-0090 19A
No.asesa THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE BENCHMARK:
HIDDEN TRAIL OF
A SCALE: AS NOTED PARKWAY GRADING
ExP OB�d0�16 'f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS 24
QQnMPTI0N ,1} cwa �P STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72�NORTH 'T"INTERSECTION OF
_ DESIGNED BY: MKW DRAWN BY: ECS,RP A� CA��\ DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE _ SHE
y CHECKED BY: MTM PROJECT MANAGER: -ITT M,WILSON WALTER E.AWSON,RCE 5448,CITY ENGINEER EXP.12 37 201E C3'�7�.s OF MISSION TRAIL. W,O. FOR: F.B. FILE NO.
/7 iL DIN L�NKS
TRACT 31920-10
1264.64 BW
f"` 1266.8 FGOCR
�I 1264
,may , 1266.8 F6 1264.52
j11 1\ 'C'Q / 126d�2 FG j---1266.8 FG
Q\ � > 6 / \ _ T=__-- 1264.48 BW I / 1264 69 LOXINE R/lY
10 1 �j 126Z9 FIG _ �LYY Y xl 1264.29 BW /_ FUTURE CURB
i \ `?� I \\ C� ' ' 1. •.� /' �'` 1264.03 BW PROJECT WALL 13
�[ - -
I \\ t-- I /r•� y �� h - 1267. FG �/ _ _ --- -�._ 1 38 _� 12'HOA LOT 1 5'WALKWAY 8'
126419 FS �_..:_..
F _ 1264.43 BW _ -...
c�i� 1 '✓-''>..1 11 11 1267.5 FG - �a � _ �'a+ W PROP. 1, 10• 1• ---..-- _ iFS
I - = ~-1 _ -- 20+26.85 ECR Z'1
1265.93BW _I_----y PAD �
1L
F .� 1 1267.2 FG • '- 1, ,?` -�-'� 1264.33 FS 20+00.00 1264.22 TC 3 ' 2% 2%
12OZO FG
�_- 19+50.00
rl 1 139
3 BW -�� + 126403 TC
1 126ECR 'y _ _ Y l 1264.83 FS 126377 TC J
i ,. _ _--_ i 126563 ,9+DD.DD SECTION A-A
1167.2FG __
iN '�1265.08 BW 126Z4 FG _ - = 1265.67 BW_ 116533 FS _ _ 1264.17 TC - -_ _. - W
- P� 1267.4 FG ,i -A __ -`-�': 1265.73 FS 1264.67 TC - - - N.T.S.
1265.41 BW_ Vic= oo a�) 18+00.00 - -- 20+83.62 El
\ Bw r--_L_-_ � 1265.57 FS A 1265.17 TC _ 1264.63 TC
w+1 11-5.15 BW_ -� 24 1264.06 FS 126,196 BLR 1264.71 FS
'- - 1 65.57 - _ - - 19+34.99 `aoO D 126398 TC 1265.30 TW LOILINE R 1265.31 FS 1265.57 TC - � /W'
Nx� 17+00.00 �,..,t.-.,�,. 126383 TC 1 TC I 1264.8 FG CURB
1265.05 FS _ 19+00.00 1264.25 FS 24
1265.01 FS FUTURE
1265.41 TC -� � - � 11�63.9818� PROJECT WALL
/264.64 TC i 64.17 TC __
' x+ 16+50.00 - 6394 IN 28 � -_its� _-- -'_ -�-- -- Y4 12'HOA LOT 5'FUTURE WALK 3 8'
�3J �_ _ 1264.85 TC 1264.72 FS 6391 FS B I
..� ��" 18+00.00 1264.93 FS 1264.82 \ 9 TC
2664.7
16+00.00 _ _ - iT64:96'1A' 12 . FUTURE 1' 10' 1'
15+9264 BCR _ - ----"- _ 1264.4 FG �41 -.� PAD ELEV -
126489 TC �� 1265.17 TC _- _7 AI` N I \
l 1264.85 TC -�� - ' 1267..16 FS 1265.25 FS 116503 B _ �-' 4.3 FG '�� 1 3�•97 - -
17+50.OD GB .35 BW 1264.01 BW y __- 1 ..
---- - 17+00.00 - --- 1Y _ �-Tw -1 26 99 TW L=14'S=0.005PIPE 126318-TF 1271.4 FG 1171.7 FG - II - 1285.0 T
_ - �- 16+88.32 126141 TC -_-- '51 � �-- -- - ,` p' ( 1 639 TF -_ 1271.0 FG
gg 1271.3 FG 1264.18 7F l
CID _ - 126S351C _-_--- 3: _ ---(_ - - Q 1 _ 1T5.OFG 127Q9FG - 127L7FG. 1 1263181F II -
16+5000 __ -1 1265.35 e 1 - _ G k 126Z40 TW '
IL ._.. -� 126515 1267.41 F5 _- r- GB -_ - - E ` 1266.9 FIG
Is+o726 Ear - - 126726 BW �i► SECTION C-C
- - --__ w.._- w -WALL BY
1264.92 TU 65.31 FS � �NSITIDN ---_ _ BW
_- --1'' 4"PERM PIPE 1265.2 � 1169 3 FG RATE PERMIT \ k/ 1266330.5 I N.T.S
_ FOR RETAINING WALL
`ark 126508 FS '� �_ - -126 - 1269.4 FG 1270.40 TW 1270.40 TW �� I I
5� 7.51 BW
--� O2BW > I � --_-.
�= 1265.41 BW , --_ -=-"'` FG 70.7 FG WALL H-fi 40 IF WALL H=6" \
1270.8 I
_�=-j
- ...�� 8-_ GB _ 1271.1 FG \; /' ._s..J_.,/ \ W
a,' 318BW _ Ki--, 126ZOFG - 1271.2FG ,/ TRACT 31920-21 ems° w]
1 ZO FG // 'y� `�} r I I LOTUNE R/W CURB
�'•r /�/ - "%/�\ .�� \\ij/ �� �� i n.(7 I ROXCTWALL
RE 13
/- y"--1267.0 FG
j \ 12'HOA LOT 1 4' 1 5'FUTURE WALK 4'
\ 12 .75 TC ! _ / „� - _ & jJ \ PROP. 14 1'
1264.87 BW �� ;. �,.SpO - y�/ ) j \\ I I I PAD ELEV FG PER PLAN TW PER PLAN
17-
T POPPY > HIDDEN T AIL
DESER
I FUTURE RETAINING WALL 2% 2%
UNDI LINK I 1/o t� c TRACT 31920-9 /0/,
i I 1\ II 1269.2 FG \/ \J^ \ U/ 19 f��
1264.64 BW SECTION D-D
1264.81 BW \ 1269.1 FG C�'� - l I -
p 12sad FG
/ BCR I�`� _ __`. 1268.6 FG 1268.5 FG N.T.S.
I 12687 FG �6.,
1264.52 ----- --ter 1269.3 //. /
I2sa6s rc � + 12sao7 ew Y J.
/ 1265.37 BW ' _ 1269.0 FG
. - IP�S:'73 BW V ��-_ 1268.8 FG z / LORINE R/W CURB -
--------- - '
1269.0 FG FUTURE
6.03 BW"'I ��___ i' -�' l PRO,.ECT WALL 13
� 38 .-- .-.-_L_._� S'aI 1264.97 FS 1265.27 FS °p 1265.6J FS _� - '-►-_ _ 126578 BW -�.�_. � � 12'HOA LOT 1 4' 'FUTURE WALK 4
31+50.0D 1265.93 FS ��e -_� 126540 BW + y- ,/ - PROP. i 14' 1' -
20+25.85 ECR 21+o9.49 MN 1265.11 TC 22+00.00 1265.68 FS 265.21 BW P ELEV ?7 AfAB
1264.22 TC 1264.81 TC - 1265.47 TO / 12,li77 I _ -- _ % Ir 2%
)zsan TG A 2%
A 23+oo.00 1265.30 Fs p
O_ _ + - - , I265.52 TC 1265.11 FS k % p
7255.1 o SECTION E-E
00
126483 FS 1265.1
!N
__ 4 TC �"'�_
21+00.00 11+50.00 -' �� _ ��. 23+75.90 ECR _Q N.T.S.
< 20+8362 ECR 1164.75 TC 1265.11 TC 22+00.00 _ �' 1264.95 TC
W 1�4 1264.93 BW 1265.47 TC _
��66 1265.75 TC �_ 2 ' -
� I 1264 8 F --- -- - --- O1 1265.23 FS 23+00.00 _ _
Nom
1264.81 BW 1265.63 FS 1265.55
1263.98 IF _ __ ----(.______ __ 1265.91 FS 23+50.00 _
1265.33 BW ' --- _ N ' 1265.00 TC y►
---- ��r���lq i f1W
1265.73 BW -- _
' ro ^ �. �L -
1 1C ' -- 1266.01 BW =� 1265.7I FS STANDARD
N _ - _
h
1265.16 FS 1264 56 TC I 24 C�aJS1RUC�T RETAINING WALL TYPE 1 PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT
� -------- __-_- 1265.81 BW �____ 126472 FS '1 1
1270.1 FC ��� _ I \ 28 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER COUNTY OF RIVERSIDE STD.N0.3f0 A
1263 7 I 1266.00 TW I/// 1270.2 FC 1269.9 FC - -1269.7 FG ---__ _ _ fw
1265.5 FG 1270.2 FG C 1289,7 FG --1-�- 1265.zs BW
126,118tO4 IF I l !r // \ 1269.9 FG �"`�--__.,, ,` 1264.62 BW
D i /'� ' j =� �> O�� �} �\ \; \�\ GRAPHIC SCALE
TRACT 31920-21 �,,
\� I ( IN FEET)
HI DEN TRAIL - jl 4uoa 10 3 o/lz II,o I 1 inch- 20 ft.
REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINORE
h�1�6WSNiA 9 CORPORATERVINE, CAUITE 100 92606 SHEET
0Wl WIL9ON MIKAMI TRACT NO.31920-1
SCOTT M.WILSON DATE CORPORATION STREET IMPROVEMENT PLANS DDA PHASE C
RCE NO.49884 EXP. 09/30/16 T: 949-679-0090 20A
No.aseaa THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE BENCHMARK:
HIDDEN TRAIL OF
_ # Eap WWI-6 * SCALE: AS NOTED PARKWAY GRADING
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS QQ
STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T'INTERSECTION OF
DESIGNED BY: MKW DRAWN BY: ECS,RP AIF CALF DATE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE SH EIS
y c3��/.� OF MISSION TRAIL
CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WLSON WALTER E.AWSON,R( 5448,CITY ENGINEER EXP.12 31 2016 W.O. FOR: F.B. FILE NO.
TRACT 31920-27 1 '
n ✓' \�
2° eV
� � Q
127a7 FG G 1270.7 j'� 1271.3 FG 1271.9 FG lip f2720 FG h2 8 (^�' ^� \"I
'f�. 1269.62 B 1271.7 FIG 3X5'SCE PULLBO
126f49 BW 126770 W 1268.21 BW 1270.53 BW - -
-- - --- -- ---- -' ----- ----' __ -- - '•r.. -- 1 -- 27a22 1271.7FC 1 ( 1 Ir
-- -1 770 % 7- -- ---- --- --- --- -- - ----- 1 BW
1267.39 F5 a 126760 FS --
126&11FS - -- -_-,- _- 1270.72BW 70.54BW f
----- ------ _ --__ _ B1
r, k ---�DPE TRANSITION - 3:1 1270.43 FS ------- -1271.d2 FS-- ANSn = 1269.62 --------- J;' 1T7a47� _, 1270.41 1 (1�` f V
-- - - 1270. 1270. E 1270.74 BW •C If l r�� ..
21+7B61 22+00.00 +50.00- 1+ . 150 P KWAY TRANS 23+50. 24+00.00 1270. `-� 12 .62 TO i f �f
126ZJi TO IZ7.52 rC 2 TIC TRANS 1268.52 TC 1269.02 TIC iND SL E TRANSITION 24+5Q00 --
BEGINf� '
G2223 F 24 1270.02 TIC 1 1s+ .00 \� 1271.6 FIG
24+75.00 �� ✓�- ���
- - i - - - i- - - �23+,04 27 2z• T5+05.87 ECR 1271\51 BW 1271.7 FG-
yZ 22+76.61 ECR 2J+00.00 12z3911 TC
H 24+00.00 �-°-• 25 1270'58 TIC ' - e TRACT 19 2 0-11 -
1268.29 TC 126B.52 TC 1269.02 TC 1269,52 TC 1270.28 BW 24+50.00
\ I 1170.02 TC 1270.68 FS
53
1268.45 FS 1268.68 FS 1269.07 BW 1269.18 FS 1269.68 FS 12'0.78 BW 15 LODOO 1271.41 FS �' -
°p II FG 1270.18 FSmi 1270.52 TC 25+84.26 BCR
1 1269.17 BW h 1271.18 FS
1270.9 FG 1271.28 BW 1271.25 TC 1271.43 FS �t\ 1271.4 FG t
00
25+50.00 .� - -4271.28 BW t /
1271.02 TIC 1271.2i rc
1268.55 BW ---_ 1271.4 FG
1269.2 FG 1269.3 FG 1269.28 BW -- 1269.78 BW ---_ - -� ��r_
I �/f 1269.4 FG 1269.9 FG
J I • I I �'� -' H I _ - � 26+OD.00 •1271.18 FS `\\ �� j� I27f.0 FIG �t 1
Q� I I) �- \ \\ 1271.27rc 26+50.Do h cja`� Y 1270.9JBw t`;� -
I W 1271.43 FS 1271.02 TC 1270.9 FG J j
z II SW
1271.7 FG 1270.83 FS /
W I i ( 1 Y 26+B5.19 O i
Q W 26+50.00 1270.67 TC
i a LG I. �/ f'�-?, IY, I \' / C� I27t02 TC 1270.68 FS
=fA \) r\V. V ^�`�.) ; 7 \\ �. 127E 18 FS - 27+00.00 -
i✓ 1271.28 eW 1270.52 TIC
^ 1271.4 FG �j :�\�\ 1270.4FIG
I Q 1 ji /� 27+00. 70.2e BW
VILLAGE PA KWAY 0' ; '; 68TS 1270.18 FS
� � �, 27+50.00
1270.78 BW
RACT 31920-10 �; n� ° ��c �\ 1270.9FG 1270.02TC
00
TR AC 31920 11 I Jt �,�� /f \ 127 o
TC
o
n cD
,�- z N\ 127a 18 FS
1270.28 BW
1270.4 FIG
- � - 12683 FG I R/W - an
FG - 1269.4 FG - 1 89 FC H iZ68.4 FG 1268.16 BW / ACT WALL 18, -
1ry� 1269.28 BW -- _1 .78 BW - _ 11614 FIG
5' 5'WALKWAY -
- CONSTRUCTION NOTES
-- - -
PROP 1' 3' 1' '
P 6 1
.< 2$ 24 CONSTRUCT RETAINING WALL TYPE 1 PER CITY OF LAKE ELSINORE BUILDING DEPARTMENT STANDARD
1269.68 FS 1269.18 FS n� 1268.68 FS
N Q
28+00.00 28+50.00 29+1 29+50.00 29+622J ECR 04
1269.02 IC 1268.s2 TC
1269.52 TC 29 H IM02 TC 1267.90 TC 30 R/W CURB
28 + - - i - - - - I- -W 18'
�ry ryx o�ry �- SECTION F-F FUTURE I 5' 5'WALKWAY B'
28+5a00 29+00.00 H 29+50.00 1268.06 FS 29+62.23 BCR PROJECT WALL
28+00.00
N.T.S
CP$ 1269.52 TC i269.02 TO 1268.52 TC 1268.02 TC 1267.90 TC --p ILI - -UJI VARIES 2 Q �G xOry
IJI09 h 1� 1269.68 FS 12691d FS 1261368 FS 126818 FS R 2% 2% 2%
try T- -I----- FUTURE 18'. CURB PROP. .1R'P�
9.78 BW
PROJECT WALL
"' I - 5'WALKWAY 4' PAD ELEV
1n
-- _-_ 1269.28 BW --- - 1268.78 BW ---- 1268.28 BW 126B3 FG
1269.9 FG i269.4 FC 1268.9 FG 1268.4 FG 1268.16 B `�
H z''kI SECTION H-H
,\O•'� EV 1 m 2X 2% N.T.S
,ryry�^ry�k t, r yzz t --------------
9 c.� � I L Ll
s�
m o o GRAPHIC SCALE
c SECTION G-G
1 inch= 20 ft
TRACT 31920-10 Boa sv 3.so•I�
n. i REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINORE
` QROEES51 WILSON MIICAM19 CORPORATE PARK, SUITE 100
o iL► c3��/S IRVINE, CA 92606 TRACT NO.31920 1 SHEET
t oy` T o SCOTT M.WLSON DATE CORPORATION STREET IMPROVEMENT PLANS DDA PHASE C
_� RICE NO.49884 EXP. 09/30/16 T: 949-679-0090 21A
VILLAGE PARKWAY H No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE SCALE: AS NOTED BENCHMARK: VILLAGE PARKWAY OF
-- I., /�fV16 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASST" 24
MARK DESCRIPTIO WE 'rlq �r STATE LAWS,AND APERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF" INTERSECTION OF PARKWAY GRADING
DESIGNED 8Y: MKW DRAWN BY: ECS,RP Lp\\� DATE: CORYDON STREET AND MISSION TRAIL 2T EAST OF THE CENTERLINE . SHE
y CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WLSON IWALTER E AWSON,RCE J45448,CITY ENGINEER EXP.12 31 2016 317-�iS- OF MISSION TRAIL W.O. FOR: F.B. FlLE N0.
I ,
i
' LOILINE R/W - CURB LONNE R/W
FUIURE CURB
PROJECT WALL 13• FUTURE
NOA LOT VARIES 1 4' 1 S'WALKWAY - 4' PROJECT WALL 12'HOA LOT 5'WALKWAY - 8'
PROP PAD EV VARIES L'...___ PROP. 2 9' -.�1
• g1 I PAD ELE ?• .-3 ' i /
.., i 2� 2X 1265.41 FS <
. _ 4+61.35 BCR j.
1 .25 TC
24+50.
126&J6 IC
SECTION N-N SECTION O-O _
N.T.S. NTS. /
126551 BIN
24+00.00 Ra. 1265.62 BW
1265.84 IC ---
i 1266.00 FS
TRACT 31920-1 LOT 18 --�--� j j-� �� 12611FG
23+50.00
106.29 TC .10 BW�' 126ZB FG
12M.45 F5 ' '
23+00,00
1266.52 TIC
1266.68 FS �� 126&55 B I26Z9 FG 7 -�
-� 1266.51 TIC
l- -`'- --��'•) o 1266.67 FS 1T66.78 BW/ /l f ,126&3 FG i
22+00.00
-1 �-- --------------------------li92L-----------------7j ltr------�� --- �_�_ -- - f26&28IC
-- I - - - - - - - i - --- - --IlE 12s&tsFs
----- ---- - 126s.ne
--- -- ----------------------1-9------------ _ ---� - izseoz00
c -/ 126a6FG
19+92.56 0+00.00 25.00 28 21+00.00
18+86.98 19+00.00 126565 OW 6.18 FS N \ \\ .•' .. j
18+39.21 ECR N 1z64.65 TC 1265.28 FS 126520 1265.24+0T.42 4 8000D V 20+50.00 126576 TC r 1266.54-BW - \ '"'� ` r� ,'�
1T64.38IC 126172TC 1265.36BW PVC IPE 12650. _ �� �'✓ �
1264.80 FS 19+50.00 / 126527 P FS _ �. 10 I J
1264.46 FS 1264.73 FS 1264.98 TC }, 28 126517 TO 126535 FS 1=12.6 S=0 _ N L y �-
1264.58 INV BW 5.58 FS _- -. \vxa I '
i 9 FG r•
- ? !"^ 4'SOLID P PIPE •u B r r
8 BW ,�--'''
I jr, 126506FS 1=11 S-. ------ --t --TW 1266. 99 BWT _ ��
Z I / - ---___ -1- ---- - --- -1264.631NV-- - `I 1264.84INV I 1265.8FC1 &65
_ 126&9 FG l`1`
4.
/- ----- 265. G - 1266.65TW - ----_--_- - 1269.4FG
^ i / 126483 BW I 1264.90 B 126516 BW tt 1264.76 c'I
a} 1269.55 TW cn
QL
1257 FGTw�--- ----- - 26455 -- �ILL-5- 1 87 F
7264.56 BW - -._-... 1268 1268.4 FG
�
J �170.4 FG 1270.3 126&3 12681 1 "
�•
1 4�
12708 FG
1270.0 FG 1269.55 TW FOR STAINING WALL t \
1265' E WALL H 5 126487 I .' i� , - �'C-• `. ..
4'PERF.PIPE - 1264.87 Tr A
1270.9 FC ,�. FOR RET B4Cr WALL, 'WALL BY
--0 SEPARATE PERMIT
Sl
II 1. A --�..
1 TRACT 31920-15 \\, X
SUMMERLY PLACE
i 28 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER COUNTY OF RIVERSIDE STD. 13N0. 6') Qi
j-
GRAPHIC SCALE
10' 0 M• b' 80'
( IN FEET)
1 inch= 20 tt.
4,1A6 dV 3/30/1.5
- REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINORE
pPaLssl wILSON MIKAM►9 CORPORATE PARK, SUITE 100
CORPORATION IRVINE, CA 92606 TACT 3>920 1 SHEET
RC�NO.4WIL NE%P. 09/30/76 DATE STREET IMPROVEMENT PLANS DDA PHASE C 23A
T. 949-679-0090
SUMMERLY PLACE OF
No.aeeea THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED
$ __ * BENCHMARK:
y- c.p.wean® APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 24
MARK SINUL:IUMES mouff-_ ByAF ATE ,pq� nvn �P STATE LAWS,AND A PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T"INTERSECTION OF PARKWAY GRADING
DESIGNED BY: MKW DRAWN BY: ECS,RP OF CA\1 DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE SHE_
y CHECKED BY: MTM PROJECT MANAGER: SCOTT M.WILSON WALTER E.ALUSON,RCE 5448,CITY ENGINEER EXP.12 31 2016 J�7'T--/,S� OF MISSION TRAIL. W.O. FOR: F.O. FILE N0.
T i I ���• �\ I%C �`j'L- Ir ,,n v � � � 'I, � \ ��8 I � � � �I � � ! ' `
� I \ �� f <}�J � r}!�� I ��r `?1'�v• i t`i'`` 1 ���•� � ��th� l
�Y iit
j/� TRAC f 31920-21 r i
1172.8 FG f r 1272.0,FG -WALL
PERMIT ��+^�
1272.7 FG 1271.7 i �� i %�.I i
1 ` _ P RETAINING WALL ------�R 1271.3 FG�
\ --- - 1 PERFPIPE ,r� _ 1270.8. p
----Wr
e-�. --- _ _ _ 1270. FG � 1 n(�`J (�,Y,J
WALL H=8' - - -- `4� -
w s 1269.60 TW k - -r-- -`---- r
12 I994 BW' 1263.888 W `" 1 m 4 FG 4 1264.75 BW e� �"`°`v -..----___ __--1 948 FG29 BW
---
` -f2853b7W I .66 BW --__- T --- L_ i 11T~ sss4Fc
----------- _ __ v
1263.62 FS Z. 126376 FS 126,193 BW 126,185 FS 1264.11 BW 1264.12 FS _-- K 1265.88 BW + _- _ __
? 1263.7 1NV ----_ ---- �_.` - i 1269.0 FG Q
1264.63 FS _.J••-°' 1265.17 FS �_- 1265.95 9W +
_. 1261.2 INV
I 64+5
63+58.90 BO? 1 65+00.00 1265.54 FS �_
1263.74 1C 126,168 TC p 1260.2 IN 45'BEND 126j. 7 0 1264.04 TC �`+�•� - 56+00.00 _ '-mil._� 1 1265.88 BIN --i- 1268.6 FG
N T TO 4'SOLID PVC PIPE 1263.77 TO �„_,�....^•'�"J _ k - F
1264.48 IC 1265.76
I - CATCH BASIN L=17.4;5=0.20 t 1T64.97 TC 66+50.00
126534 1C 67+00.00 1265.83 FS �•. 1265.66 BIN - -•-(.� 12611 FG
1265.56.IC 70 '�= N/ /
67+50.00 126176 Fs = - - l
\ &4 65 I265.63 TC I265.29 BW
� 12686 FG
-I-) - �- - �- - -�
- -�' - - -I- - - �lb M+00.00
_- 1265.56 TC 1265.54 FS `��``
I
68+50.00 =�\ 1254.83 BW
1265.34 TC 1265.17 FS \ (n/
69+00.00
I \ I 1264.97 TC 1264.71 FS
69+50.00
--- �` 1264.51 TC
tul
U N i/ ---- -
I
TRACT 31920-1 LOT 18 --___ _ \ �3
oI
Z - w
m
DIAMOND DRIVE
!1 w
m
t
r I iI
N
I ,
r i J
r / Q \ LOTLINE R/W LOTLINE R
CURB �' CURB
•J- \ 16, FUTURE 16'
\ PROJECT WALL PROJECT WALL
t t � � r j} / Z = 16'HOA LOT I 6' 6'NNRE WALK 4' 16'HOA LOT 6'FUTURE WALK f0'
4waLL er r r�210' /� / I W
fl til' "\ SEPARATE PERMIT, 00 fG 4 // �• I w CA 1 PROP. 2 13 1\v I 0
W PROP.-- 2' 19' 1'
i
j Q/ Q� �fG 4"RETAINING WALL 128780 7W r I _ W `� PAD ELEV
i g B PERF PIPE '' \ y J MAX I PAD ELEV Z• Al
NT - 1268. TW .. ��.�1 / ( _ I _ 1 AX
2X 2x I 2% Z9,
t -f - 1266.8 FG
1267.0FG 264.6E 116R• r/ I `-'".
Y 1264.5 FG - - r
__\�_ --�--= SECTION P-P SECTION Q-Q
_ � �51 _ _ PIPE 1263.68 1NV 264.41 BI 1264.44 BW ! IV
-� 1 1� -- 4 SOLID VC 10 NT.S
l.J Ll-- s
5 12g• g;-50�SG 70�122661.10 INV 11}� SO 1�R29 jG
10tWOjG Q 111�p1 CATCH BASIN
t26A1 I
-. TOP OF DITCH BASIN 7,�
- - -
AN GROUT
JOIN TO ENSURE
WATER TIGHTNESS
0 2' F-- PVC PER PLAN 70 CONSTRUCT CATCH BASIN CORE PER DETAIL ON SHEET 24A
m
Q
w
w
co A PVC CONNECTION TO CATCH BASIN GRAPHIC SCALE
n so o ,o� � w
-
' � 1 i ch= 20 1,
9JOp +6v 3/3o/I.3
DIAMOND DRIVE _7� REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINORE
L �oFESSlggy� wlt 80N n4I�cAM►9 CORPORATE PARK, SUITE 100 TRACT
l7--/S' IRVINE, CA 92606 SHEET
SCO7T M.VALSON DATE CORPORATION STREET IMPROVEMENT PLANS DDA PHASE C
c' ROE NO.49884 EXP. 09/30/16 T: 949-679-0090 24A
No.-m.m A THESE PLANS HAVE BEEN REVIENED FOR COMPLIANCE KITH 7HE DIAMOND DRIVE OF
s SCALE: AS NOTED BENCHMARK:
y -- * E" N/W/16 A APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 24
KDESCRPTION BY APPR. DATE �A/F nw� \d- STATE LAWS,AND A PERMIT CAN BE ISSUED. - DISC IN CONCRETE POST 72'NORTH OF"T'INTERSECTION OF PARKWAY GRADING
DESIGNED BY: MKW DRAWN BY: ECS,RP �p�\F DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE SHE ,y
y CHECKED BY: M1M PROJECT MANAGER: SCOTT M.WILSON WALIER E.AWSON,RCE 145448,CITY ENGINEER EXP.12 31 2016 "7-15' OF MISSION TRAIL W.O. FOR: F.B. FILE N0.