HomeMy WebLinkAboutENG-2020-00238 PENNINGTON INDUSTRIAL SIP PLAN NO. 20-111-20-114 AS BUILT 1. NOTE GENERALTOCONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE CITY OF LAKE ELSINORE
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PLANS WERE OBTAINED BY A 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
NON-EXISTENCE E ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS STREET IMPROVEMENT PLANS ��� �" �``'�R
REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES PIPES OR STRUCTURES WHETHER �� y`v a�, FE?
SHOWN ON THESE PLANS OR NOT. ANY UTILITY(IES) DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR �= is
REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE.
2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION), AND STANDARD FOR P
DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND LEGEND
CODES AT ALL TIMES.
3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING ANY WORK. CHANEY STREET & MINTHORN STREET - - TRACT BOUNDARY
CALL FOR INSPECTION AT (951) 674-3124, EXTENSION 247, BETWEEN THE HOURS OF 9:00 AM AND 4.00 PM, MONDAY THROUGH EXISTING RIGHT OF WAY 9pFtiy pro yc�� yoR'"s
THURSDAY. FOR TPM NO. 37710 - -
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALIRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL LOT LINE TEMN F.r '
TIMES DURING CONSTRUCTION, AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE cA cHaNN i SITE
IMMEDIATE WORK STOPPAGE. PENNINGTON INDUSTRIAL PARK STREET CENTERLINE
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE, AT ALL TIMES DURING LIST OF CURB& GUTTER
6. IT SHALL CONSTRUCTION.
THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. 1
1� �r� - ---� ABBREVIATIONS EXISTING SIDEWALK 4n VICINITY MAP
CONTRACTOR SHALL N071FY ALL U7ILITY COMPANIES INVOLVED, AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK. THE AC ASPHALT CONCRETE THOMAS BROS. PAGE 866
AVE AVENUE EXISTING CURB& GUTTER
CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.) AT 1-800422-4133, AT LEAST FORTY-EIGHT(48) HOURS ` NOT ro scnE� GRID 03
PRIOR TO BEGINNING WORK. m IE� BC BEGIN CURVE
BCR BEGIN CURB RETURN W16) EXISTING WATER LINE
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7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION AND COST OF ALL - (se) -WfNTIIORN STREET--- -- - -- BO BLOW-OFF
EXIS77NG UTILITIES. SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE, PRIOR TO BEGINNING I '� � C&G CURB& GUTTER EXISTING SEWER LINE
CONSTRUCTION. - = CB CATCH BASIN =
B. ALLLLUNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS AND _ CF CURB FACE (sm02) - EXISTING STORM DRAIN
DRAINAGE FACILITIES, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. .- - - - - - - - - CL CENTERLINE
1 I 6
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING, TO DETERMINE THE EXACT CONIC CONCRETE -S8 PROPOSED SEWER OWNER/DEVELOPER I D/W DRIVEWAY
SEC77ON REQUIRED. SECTION 714ICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. DWG DRAWING EXISTING FENCE PENNINGTON INDUSTRIAL LLC
10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE I III I I Ic_ EA EACH C/o
TOLD CORPORATION, MANAGER
ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE I.-�ti I I - EC END CURVE EXIS77NG STREET LIGHT
FORM OF 'AS BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. I 3 '.I I ECR END CURB RETURN 621 VIA ALONDRA, SUITE 602
j
11. ALL EXISTING MONUMENTA770N DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS, AS = `'"' I ,, EP EDGE OF PAVEMENT PCC SIDEWALK, DRIVEWAY CAMARILLO, CA 93012ATIN: ROD OSHITA
ESMT EASEMENT
APPROVED BY THE CITY ENGINEER. CENTERLINE 77ES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE I y i - PHONE 310-939-7102
EX EXISTING AC PAVEMENT
PROJECT AND BEFORE ACCEPTANCE IS GRANTED. I I I PARCEL 2 PARCEL 3 - _ EVC END VERTICAL ENGINEER
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE Ir I I -_ CURVE GRIND &OVERLAY
ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CER77FICATE OF INSURANCE AND I^. I I�'" � I I FH FIRE HYDRANT SB&O INC.
REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL r `,I - FL FLOWLINE 41689 ENTERPRISE CIRCLE, STE 126
II I I - FS FINISH SURFACE 1EMECULA, CA 92590
13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF CALTRANS, PLEASE MAKE REFERENCE TO THIS ` �`` GB GRADE BREAK ATTN: DON BROOKS
FACT IN THE "GENERAL NOTES"SECTION OF THE IMPROVEMENT PLANS. I` I I I GT GRADE IN PHONE 951-695-8900
TIME OF THE PROJECT CONSTRUCTION ALONG K17H AN APPROVED SET OF IMPROVEMENT PLANS. II
-�-s G2 GRADE OUT
GTR GUTTER SOILS ENGINEER
ENGINEERS NOTICE I I HP HIGH POINT UTILITIES
INT INTERSECTION LEIGHTON CONSULTING, INC.
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE ' I psi LD LOCAL DEPRESSION SEWER& WATER: 41715 ENTERPRISE CIRCLE, STE 103
OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT _ I,,;�� I LF LINEAR FEET ELSINORE VALLEY MUNICIPAL WATER DISTRICT TEMECULA, CA 92590
BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER _ � LT LEFT 31315 CHANEY STREET ATTN., SIMON SAIID
MH MANHOLE LAKE ELSINORE, CA 92530
PHONE: 951-296-0530
HARLESS FROM ANY AND AL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT -
� `� � MIN MINIMUM PHONE: (951) 674-3146
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. I I I I N'LY NORTHERLY
2. ALL UNDERGROUND U71LI77ES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE 'I TUTS NOT TO SCALE ELECTRIC:
LOCATION AND EXTENT. THE OWNER, BY ACCEP71NG THESE PLANS OR PROCEEDING K17H THE IMPROVEMENTS HEREON, AGREES TO I I - ,,I. I I PARCEL I PKWY PARKWAY SOUTHERN CALIFORNIA EDITON BENCH MARK
ASSUME LIABILITY AND HOLD THE ENGINEERE HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTNECE OF UNDERGROUND _ $ PL PROPERTY LINE 1351 E FRANCIS STREET DESIGNATION: EL-35-80
U77LITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED I W I PCC POR7LAND CEMENT ONTARIO, CA 91761 DESCRIP770N.- DESCRIBED BY RIVERSIDE COUNTY FROM THE
�( Lw CONCRETE PHONE: (909)-930-8591 INTERSECTION OF RIVERSIDE DRIVE AND
OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU7ONARY MEASURES TO PR07ECT THE U77LITIES OR QN-t r
1 I i36 PR PROPOSED LAKESHORE DRIVE SE 1.2 MI. ALONG
STRUCTURES SHOWN AND ANY 07HER FOUND AT THE STIE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS I e PRVC POINT OF REVERSE GAS: LAKESHORE DRIVE TO ADDRESS#17887
OF ALL U7ILITIES OR STRUCTURES CONCERNED BEFORE STAR77NG WORK. VERTICAL CURVE SOUTHERN CALIFORNIA GAS COMPANY
_, ;�. m/os LAKESHORE DRIVE,• 50't NW OF ABOVE
3. 7HE ENGINEER PREPARING 7HESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF I �- �g `I ( °° PVMT PAVEMENT 155 S G STREET ADDRESS 32"t SW OF CENTER LINE OF
THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRI77NG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. W -J. -J \ RT RIGHT SAN BERNARDINO, CA 92410
SHOW I" $ a ---I- R/W RIGHT OF WAY PHONE: (909) 335-7908 LAKESHORE DRIVE, 7't W OF PP#GT46349,
4. QUANTITIES SHO HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL =i,3 Q o� SD STORM DRAIN 1'A S OF SURVEY MARKER POST.
QUAN7777ES PRIOR TO BIDDING FOR CONSTRUCTION. _ U I o ELEVATION: 1264.84
SHT SHEET CROW CASTLE
SF SQUARE FOOT TELECOMMUNICA 770N:
I" III SLY SOUTHERLY 2000 CORPORATE DR
NOTICE TO CONTRACTORS I � Ix ST STREET CANONSBURB, PA 15317 BASIS OF BEARINGS
SL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION I u I INDEX MAP �`�' SMH SEWERT MANHOLE LIGHT PHONE (888) 632-0931 STATE PLANE COORDINATE SYSTETHE BASIS OF BEARINGS FOR M,M,SCC 83,URVEY I ZONEE6,ABASED IA
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF -III '� STD STANDARD CHARTER SPECTRUM LOCALLY ON CONTROL STA71ONS BILL", "CNPP; AND P474"
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT THIS REQUIREMENT SHALL BE MADE TO I SCALE: 1"= 80' SWR SEWER 7337 CENTRAL AVE NAD 83(NSRS2011)EPOCH 2O10, BEING N43'44'37"E ALONG
APPLY CON71N000SLY AND NOT BE LIMI7ED TO NORMAL WORKING HOURS, AND CONSTRUC7ON CONTRACTOR FURTHER AGREES TO DEFEND, I I SIN SIDEWALK RIVERSIDE, CA 92504 THE CENTERLINE OF CHANEY STREET AS MEASURED BETWEEN
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE I " I I TC TOP OF CURB PHONE (, CA 92504 45 ITS INTERSECTION WITH THE CENTERLINE OF COLLIER AVENUE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. III' ` �° AND THE ANGLE POINT IN CHANEY STREET SOUTHERLY OF ITS
WT VERTICAL CURVE INTERSECTION WITH TRELEVEN AVENUE. ALL BEARINGS SHOWN
ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR I l� I WTR WATER ARE GRID BEARINGS.
OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND _ E
SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR
AND K1774 774E STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". 774E CIVIL ENGINEER I III II II STREET IMPROVEMENT CONSTRUCTION NOTES SOURCE OF TOPOGRAPHY
SHALL NOT BE RESPONSIBLE IN ANY WAY FOR 714E CONTRACTOR OR SUBCONTRACTORS COMPLIANCE K17H SAID REGULA77ONS AND
ORDERS. I - (-) DESCRIPTION QUANTITY INLAND AERIAL SURVEYS, INC.
1 CONSTRUCT 6"AC PAVEMENT OVER 135"CLASS II AB(CHANEY ST.), SEE GENERAL NOTE 9. 11,156 SF FLIGHT DATE: 11-01-18, CONTOUR INTERVAL = 1 FOOT
PRNATE ENGINEER'S NOTICES TO CONTRACTORS r
I I 2 CONSTRUCT 3.5"AC PAVEMENT OVER 6"CLASS ll AB (MINTHORN ST.), SEE GENERAL NOTE 9. 2,262 SF i
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED _ 3 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH. TYPE 11 PER CITY STD PLAN NO. 118B. 2 EA a
BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS77NG UTIL171ES OR STRUCTURES EXCEPT AS I STREET IMPROVEMENT REMOVAL NOTES
SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR I � I � 4 CONSTRUCT TYPE 6 CURB& GUTTER PER CITY STD PLAN NO. 200. 525 LF
IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL U77LITY AND I r I 5 CONSTRUCT TYPE 8 CURB& GUTTER PER CITY STD PLAN NO. 201• 365 LF O DESCRIPTION QUANTITY m
IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCA77ON OF ALL LINES AFFEC77NG THIS WORK, WHETHER
OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. I I 6 CONSTRUCT CROSS GUTTER PER CITY STD PLAN NO. 209. 686 SF A SAWCUT AND REMOVE EXISTING AC PAVEMENT(1'MIN). 1,046 LF m
7 CONSTRUCT CON77G000S SIDEWALK PER CITY STD PLAN NO. 210. 4,840 SF 1,773 SF
THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST E UNDERGROUND SERVICE ALERT (U.S.A.) PHONE ALL B VALID
33 TWO (2) B EXISTING TELECOM POLE&OVERHEAD LINE TO BE REMOVED AND RELOCATED PER PLAN o
WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING I � 8 CONSTRUCT ACCESS RAMP: TYPE I PER CITY STD PLAN NO. 214A. i EA UNDERGROUND (BY OTHERS). a
UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. I .i i I 9 CONSTRUCT PARKWAY CULVERT TYPE "A"(S=PER PLAN, OPENING=4) PER CITY STD PLAN NO. 300A &300C. 3 EA a
C REMOVE EX SIGNS, PER SEPARATE PLAN. 5 EA
No WORK SHALL BE DONE ON THIS 10 CONSTRUCT PARKWAY CULVERT TYPE "B, CASE II INLET(3-4"PIPES®1%MIN.)PER CITY STD PLAN NO. 300B. 1 EA
D REMOVE EX CURB& GUTTER. 5 LF
SITE UNTIL BELOW AGENCY IS NOTIFIED I wl I 11 GRIND AND OVERLAY 0.17'MINIMUM TO FORM SM007H JOIN PER DETAIL ON SHEET 2. 9,415 SF h
OF INTFNTION To GRADE OR EXCAVATE. E REMOVE EX AC BERM. 152 LF
D I GALE 1�T I a II I 12 ADJUST TO GRADE. PER PLAN F REMOVE EX CROSS GUTTER. 93 SF
1 e,1 13 PROTECT IN PLACE. PER PLAN G REMOVE EXIS77NG SIDEWALK. 102 SF
14 INSTALL BIOCLEAN-MODULAR WETLANDS MWS-L-4-15-3'-10"-C STORMWATER BIOFILTRATION SYSTEM PER i EA H REMOVE EXIS77NG BOLLARD. 4 EA
_ I INSTALLATIONMANUFACTURERS LATEST GUIDES AND PER DETAIL ON SHEET 2.
15 INSTALL 4"SCHEDULE 40 PVC PIPE. 13 LF
SHEET INDEX
CALL
i TITLE SHEET N
� OF t�Iw 2 SECTIONS&DETAILS
8 1 3 3 ` I 3 CHANEY STREET
-80 0 1 1 o r i
2 Working Days Before You Dig `� _ J ERSC MB 10.29.20 ENG-2020-00238 4 MINTHORN STREET 3
WWW.CALL811.COM
MARK REVISIONS APPR. DATE J SEAL Bnsls of BEARING:
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE CITY OF LAKE ELSINORE SHEET
0
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE o O Z QµoFessroya SEE SHEET 1
LAWS AND HAVE BEEN FOUND ACCEPTABLE o
AS-BUILT slsslzs PLANNING EN�INL,HING SLJRVL 12 �� R e� STREET IMPROVEMENT 4
41- Enterprise Circle Norch,Suite 2fi P
Temecula,Ca.92590
lV 11-04-2020 .511: sao Fe N°.41 82g`" SCALE. BENCH MARK: PLANS OF SHEETS W
R MON HABIB, RCE No. 83156 DATE 01v Tv eA AS SHOWN ON PLANS SEE SHEET 1 CHANEY STREET & MINTHORN STREET FILE No. N
CITY ENGINEER q-25-20 Nq>F cA foa� FOR TPM N0. 37710
CITY OF LAKE ELSINORE DONALO R. BROOKS, RCE No. 41829 DATE ov DA7F• 101JO12019 20-111
EX EX PR EX EX
NW'LY SE'LY SE'LY NE'LY SW'LY
R/W R/W R/W R/W RIW 22 MINTHORN STREET
(80) (6 p� _ - CHANEY STREET - - F - - }
100' (�� (30) I �
(50) (30) pp• m w
(12) (18) 20' I o \ \ o
(12) (3s) 40' R/w DED I s s/w
IEp,V VAMES
EP VARIES 4' +h
(g•S/Wr) VARIES 0'-2T 4' (t12) (t8) 2' TO a a +"1 0+ �� ��_ �� +N +
2' TO (1.OX-20X) i _ N o N n 6 N n I N n N n
(1�- ) V(2 {'L3 2 � HINGE _ (i,p�2.5V � 2X HINGE
_ _ --- 2.4X 2% r
7 �m on nM Con f k o oo :k v v� o. ~pet F
EX S/W11 � 7 EX AC t12 4 +.r +m +n +.r 7.2X o o v' o l V7-OX
EX AC PVMT 1 EX 8"CURB' 2 o N ro N o N o ° N N c i c
EX 8"CURB ARIE 5 &GUTTER PVA1T �+.o N o N co n - - I _ -
&GUTTER WIDTH PER PLAN 11 1.3X 24X 8' I 10.5' v -�
TYPICAL SECTION TYPICAL SECTION °
CHANEY STREET MINTHORN STREET 6•7Z o 41 ° °a~ a o a ° o ?� ".I
STREET DESIGNATION: MAJOR ARTERIAL (MIN 71=8.5) STREET DESIGNATION: LOCAL (MIN TI=5) o N v4 4� , �n IA t�12 6 c� l�
SCALE: 1'=20' (d,,: 1'=4' (y) SCALE: 1"=20' (y,,): 1"=4' (V) ° a - a 1. o V V N In M N "� ci�+ 6 "
o h m co M w o II I tto{ a�Co' o m Ic
h _ ^ Ian 1 ~^ RL--RL- RL--RL- F^Olin ~n IP
n
STREET IMPROVEMENT CONSTRUCTION NOTES �� K a +^ 'o°� M� ;3 1� $2
U U �LL RN N^ MU� �O � n n^ n
O DESCRIPTIONMT an i II UaL ,'fs�"w,`csEC' _ a< +o®
O n o)o a00W4'o II O II co
mmm mN Mf �� ^V10o NON oOn
1 CONSTRUCT 6"AC PAVEMENT OVER 13.5"CLASS H AB(CHANEY ST.), SEE GENERAL NOTE 9. o "/.O ci'?7 v RL--RL- RC--RL- n�°p nh U^ g �F �-co v�` c
of m h-m �oS m �'am-m a ^ ro n
tp t0 Nj <0 7 '. Oi b tp so O tp a N I h N O
2 CONSTRUCT 3.5"AC PAVEMENT OVER 6"CLASS H AB(MINTHORN ST.), SEE GENERAL NOTE 9. ^ N u) N M h N +m
co O o +�- 33 3 h h e n •c
3 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH: TYPE H PER CITY STD PLAN NO. 118B. �+ of N o N o LL�� \\ oopp a N o o N o
�o .n n N^ U� 2 OU Nn n n 1 O_ 3
4 CONSTRUCT TYPE 6 CURB&GUTTER PER CITY STD PLAN NO. 200. c1l^ g +o® h "
5 CONSTRUCT TYPE 8 CURB&GUTTER PER CITY STD PLAN NO. 201. o^ N�0 c+y PR LOT LINE
6 CONSTRUCT CROSS GUTTER PER CITY STD PLAN N0. N Moi " o N
m
7 CONSTRUCT CONTIGUOUS SIDEWALK PER CITY STD PLAN NO. 210. � 3
8 CONSTRUCT ACCESS RAMP: TYPE I PER CITY STD PLAN NO. 214A. PR LOT LINE
9 CONSTRUCT PARKWAY CULVERT TYPE A"(S=PER PLAN, OPENING--6")PER CITY STD PLAN NO. JOOA &300a COMMERCIAL DRIVEWAY DETAIL - SEE SHEET 3 COMMERCIAL DRIVEWAY DETAIL - SEE SHEET 4
10 CONSTRUCT PARKWAY CULVERT TYPE 6, CASE II INLET(3-4'PIPES®1X MIN.)PER CITY STD PLAN NO. 300B. SCALE: i"=10' SCALE. 1"=10'
11 GRIND AND OVERLAY 0.17'MINIMUM TO FORM SMOOTH JOIN PER DETAIL ON SHEET 2.
12 ADJUST TO GRADE.
13 PR07ECT IN PLACE.
14 INSTALL BIOCLEAN-MODULAR WETLANDS MWS-L-4-15-3'-10'-C STORMWATER BIOFILTRATTON SYSTEM PER PROPOSED SIDEWALK PER
MANUFACTURERS LATEST INSTALLA71ON GUIDES AND PER DETAIL ON SHEET 2. SITE SPECIFIC DATA PROJECT STREET PLANS
15 INSTALL 4'SCHEDULE 40 PVC PIPE. PROJECT NUMBER 8986 BY OTHERS
PROJECT NAME PENNINGTON INDUSTRIAL ... .,_ ... ,.
PROJECT LOCA77ON LAKE ELSINORE,CA
STREET IMPROVEMENT REMOVAL NOTES STRUCTURE ID ----
TREATMENT REQUIRED 0 •VERTICAL
DESCRIPTION VOLUME BASED(CF) FLOW BASED(CPS) UNDERaWN
MMIFOLD
A SAWCUT AND REMOVE EXIS77NG AC PAVEMENT(1'MIN). N/A 0.161 CURB OPfMNC
B EXIS77NG TELECOM POLE&OVERHEAD LINE TO BE REMOVED AND RELOCATED UNDERGROUND (BY OTHERS). TREATMENT HGL AVAILABLE(FT) 3.1 PRE-FIVER ge
-- �HC REMOVE EX SIGNS, PER SEPARATE PLAN. PEAK BYPASS REQUIRED(CIS')-IF APPLIC46LE FLOW BY CARTRIDGE C/LD REMOVE EX CURB&GUTTER. PIPE DATA E MATERAL DAME(fRE REMOVE EX AC BERM. INLET PIPE/ N/A N/A N/AINLET P/PE 2 N/A N/A N/A - p�E PIPE
F REMOVE EX CROSS GUTTER.G REMOVE EXIS77NG SIDEWALK. OUTLET PIPE sDso PVC 4' sEE NottsPRETREAIM£NT BIOfIL17L1DON DISCHARGE C� DRAIN�WH �.H REMOVE EXISiTNG BOLLARD. F14 CHANEY STREET RlM ELEYADON SEE ELEVA77ON VIEW
- - - SURFACE LOAD H-20 INDIRECT OPEN PLANTER H-20 INDIRECTUNE
SITE CURBING BED PATENTED 6'�4'-0"
FRAME&COVER 030' N/A 024' BY O1H1:715 PERIMETER 5'-0"
14 WERANDMED/A VOLUME ICY) 4.03 VOID AREA
�p ORIFICE SIZE(D/A.INCHES) 01.85" LEFT END VIEW
1. I a 13 4 NOTES.-PRELIMINARY.NOT FOR CONSTRUCTION 84CK OF CURB AND PLAN VIEW
13
U EDGE OF SIDEWALK TO BE USED AS OUTER BOUNDARY OF
OMIN 5' IN it WDLANOMEDIA.
U O O WOETAT�ON� CONTRACTOR TO SET 70P OF MLAL4
at 13 1. CONTRACTOR
NOTES 1 Jp Jp TO MATCH TOP of SIDEwax
i OR 2 SAWCUT LINE 0.17' W m U�' m i. CONTRACTOR TO PRONDE ALL LABOR,EQUIPMENT,MATERIALS AND INCIDENTALS PLANT I /\I /�1 MANHOLE
M/N REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ESTABLISHMENT I A BUJ• C/L
_ 1 C/L
-n h O h "� - - -ai - - h- - - - ACCORDANCE MTH THIS ORAWTNG AND THE MANUFACTURERS SPECIBCARONS MEDIA
k 7 OU On i•�f V X hn n _-
64.56 _ _ 64.5J
}} }} UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT.
µ+W ^ ^`O-'^`O-'W :•h b �" 2. UNIT MUST BE INSTALLED TO MATCH EXIS77NO CURB GRADE.MANUFACTURER RIM/TC CURB OPEN/TUG RIM/TC
n�n� {I� RECOMMENDS A MINIMUM 6°LEVEL ROCK BASE UNLESS SPECIFIED BY THE
TREAPROJECT DI CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT -ROW R.OW CONTROL _
15 + Or ENT HGt
ENGINEERS RECOMMENDED BASE SPECIFICA71ONS RISER T-41 i
A 1 3 ALL PIPET MUST BE FLUSH WIN INSIDE SURFACE OF CONCRETE(PIPES CANNOT M =
INTRUDE BEYOND FLUSH).INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH n i
EX S/W� p co DISCHARGE CHAMBER FLOOR.ALL GAPS AROUND PIPES SHALL BE SEALED - - m
�__ -- .-.-; y WATER 71GHT MTN A NON-SHRINK GROUT PER MANUFACTURERS STANDARD ---- -- -- ----- lE OUT 6 Mi BAS
I�
O GRIND & OVERLAY DETAIL l a 7 °° STA DECTION ARDS DETAIL AND SALL MEET OR EXCEED REGONAL PPE CONNECTION 6'� 15-0 �6' y
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