HomeMy WebLinkAboutTract Map 22916 Lot 75 Vintage Hills Elementary School 0
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THIS SITE PLAN HAS BEEN REVIEWED AND APPROVED
FOR CONFORMANCE WITH REQUIREMENTS OF CALIFORNIA
55OM a+
FIRE CODE AND BUILDING CODE REGARDING FIRE APPARATUS "
- CONFORM TO TOE OF SLOPE PCILO
4, 20. Igl _4ACCESS, GATES, FIRE FLOW AND HYDRANTS. REFER: .._
TITLE 19 (CALIF. FIRE CODE) APPENDIX III-AA "FIRE FLOW" o
l = AND III-BB "FIRE HYDRANT LOCATION AND DISTRIBUTION.
-RANK:95'S SIGNATURE OF LOCAL FIRE OFFICIAL °
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PLAY STRUCTURE AREA/SIDEWALK
LAY ,
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3D YP: BASEBALL BACKSTOP, TYP.OF 3,SEE SPEC,
/�' TOE OF SLOPE TYP
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SEE SHEET AO.2 FOR HARD
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AY t~
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SCAPE PLAREA STRIPING,
COURT LAYOUT, AND EQUIPMENT.
SAID AREA SEE SPECS �.
SEE T
SHEE A0. FOR OR CONCRETE SIDEWALK EXPANSION ,
• PLAY sTAuc
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TORE AREA _
- SEE LANDSCAPE o,rss.— PLANTER TYP• CONTROL JOINT PATTERNS. p
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AESr.ENT SURFACE AREA �
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SLOPE AREA I TrP, i (�
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SEE SPECS ' J .
SEE LAMDSCAP
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k VERIFY DIMENSIONS WITH LOCATION OF TOE OF SLOPE PRIOR TO
'INSATLLATION OF BACKSTOP/FENCE TYPICAL:
6'HDIAwU11c FM TYP.
SEE SPEC.SPEC. I PLAr6R01A1D AREA I I ! l = Q
II 3'AC PAVBIG TYP. I M` 3D YP, PLANTER TYP.
LANDSCAPED I w
W
- 30 YP PLANTER TYP, �: b , � ,I Q �
TOE OF SLOPE TYP PLArfELD AREA o I 6' X 6'PLANTER TSP. / I I—' �
I " SEE CIVIL SEE LANDSCAPE DIGS. �' STREET L84T(Tri'.)
-
- � •P'LANTEA RS - - •
CODE
EXPOSED STRUCTURE UNFINISHED VOID CPAINTED
Ic OPENING
I I 0 2A STORM DRAIN STRUCTURE
";'-•� I ` � 3A CONCRETE FLOOR SLAB
/ `♦' CONCRETE FOUNDATION
1 -0 3C CONCRETE FLOOR SLAB WITH HARDENER
.. I EDGE OF CONC. rALI( TYP. IUNCH StELTEA
3D 4 CONC. SIDEWALK W/ WI:4 X W1.4 WWM h ;
AT MID DEPTH ON 6 MIL VISOUEEN OVER 2' SAND
I I i� O 3E INTEGRAL COLORED CONCRETE -
3F CONCRETE FLOOR SLAB
3D rP• ��� �� WITH HARDENER AND SEALER '•.
' m J G I to ' �� YARD SALL TYP• �� � 0 88 1-1/2*COD GALV, PAINTED GUARDRAIL TURAL FRAMING
CONSULTAN E� ARCH
A1.! dC 1-I/2" OD GAL V., PAINTED HANDRAIL �t4�`�Q,�J. 14�NS/lFn
Ir
8D 11/2" OD ALUMINIUM GUARDRAIL
1 _ dE 1-1/2" OD ALUMINIUM HANDRAIL
BA PLASTIC LAM. COVERED CASEWORK * -11
TA BATT INSULATION • :.
NEW BUILDING _ TO u�ss 'B' ROOFING
J� TYPE V - NR AND TYPE V - I HR. -C q �'� �
CT T BAIL TYP. 7C CUSTOM SHEET METAL ROOFING - •�-
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CONSTRUCTION.RUC ISDN. A ,� 7D COPING PAINTED OF rr,�
(E)S•L FENCE �,f I ` .�.`'1 AW 7E ACCESS DOOR
7F 'CRICKET
7G INSULATED SKYROOFS APPR
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PUNTER � 7" 11/21 RIGID INSULATION Qi�Vy 4��
�� 10 I i TYP. 7J ACOUSTADEK FULLY PERFORATED - OFfICEF REGULATION SE:RN1
tIANTER A .TK SHEET MEMBRANE WATERPROOFING WITH PROTECTION BOARD
r 9A ACOUST. GLUE UP TILE OVER 5/8' GYP. BD. i Appt g 2 6 5
--1(-- 9B 5/8� GYPSUM BOARD PAINTED UNO
9C 5/e M.R. GYP. BD: PAINTED UNO
3D YP. 3D TYP. I _ r SD 8/8' TYPE 'X' GYP. BD. PAINTEDAC....-. LO ...,•..Nfn
,
UNO �.
x 9 :. lits' t PLANTER TYP. `!�- 9E 5/8' TYPE 'X' M.R: GYP, BD. PAINTED UNO DATE
PLAY �� 9F VINYL COVERED TACKBOARD
SEE PLAN ABOVE IQ SEE LANDSCAPE DVM I I ANTER I / •
FOR S
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APPARATUS tOK AREA .. TRUC 4
AAE rA11(LAYOUI
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A/SOE
Q \ \ ` PLAY AIbSCAPEI�w6S M, TYP. �/ - AREA s I 1ALL TV 9 PAINTED EXTERIOR PLASTER COLOR /I xy
9H PAINTED EXTERIOR PLASTER COLOR #2 APPROVED
CO w � �! TWA � A9•1 b Ln 9J PAINTED EXTERIOR PLASTER COLOR 03
e 9K CARPET GLUE DOWN
3D rP• 16A YP.
9L NOT USED
� AESLDII SURFACE ATEA '
CD
WE SPECS 11 I� 75' 6%- 10 I PLANTER TSP. ' YARD rALL TYP. 9M NOT USED
AW A9� TYP. \ _,�,_ 4�wIOE .A 9N RESILIENT BASE
TYP. - rrn Ile - S0� \ �' PATH O ..O PLANTER /� 9P 12' X 12" VINYL TILE - "
o 0R yo
O / TYP 9R0 CERAMIC TILE GLAZED I/4" X 4-I/46
. / SAND AREA,SEE SPECS 62y75 �' SICERAMIC TILE MOSAIC 2 X 2
9S SHEET VINYL
Z RRIGATION PUFF AC PAVING TrP '1 ,
�O �. � 9T EXPANSION SCREED, SEE 4/A9.7
SEE VALLEY GUTTER,SEE CIYA 2.19' -- -- 0• 6`'O0 \0 /97 90''� 9U VENT SCREED, SEE 10/A9.4
LANDSCAff L-1 S' S STALLS•!'•/^s' S STALLS•9'■ s' S STALLs 9'• 9V 3/4' CONTROL JOINT, SEE 5 A9:7
a IIAsaNRr to I r H.C. SITE s STALLS s- 3 / APP
ACCESS slcN e 6 Srw• . ROVED
9W EXPANSION JOINT ENCU MJ L J R3B%0 9X e� X 2� SUSP, ACOUS. CLG. SYSTEM, SEE SHEET A9.12 ,
A 9Y 2 X 4 SUSP. ACOUS. CLG. SYSTEM, SEE SHEET A9.12
C� 36'-0' 97.900 PLANTER 92 EPDXY FLOORING
/ �\ TSP. C.SITE + 9AA QUARRY TILE '
988 WOOD FLOOR
� 5 R TYP.•PLANTER COMERS UNO ACCESS - '
PLANTER TYP, p .�
Iti \ FLAGPOLE 9C FIRE RATED FIBERGLAS REINFORCED PLASTIC PANELS
90D ACOUSTICAL WALL PANELS
i
�1�rAuc To
JOA SOLID CORE TOILET PARTITION
I VED 1YP. IOB MARKER BOARD ti
Z IOC ELECTRIC HAND DRYER
3 IOD GLASS MIRROR NO DATE BY REMARKS
Q IOE NOT USED
IOF SURFACE MOUNTED SANITARY NAPKIN DISPOSAL
IOG I-1/4" X 36" X 48" LONG GRAB BAA
PARD BALL TIP. Ill 'SURFACE-MOUNTED TOILET TISSUE DISPENSER OFCI 'Y
IOJ SURFACE-MOUNTED SANITARY NAPKIN DISPENSER
C IOK WALL-MOUNTED SOAP DISPENSER OFCI
A92 •IOL RECESSED SOAP DISPENSER, COUNTER MOUNTED
00RAL/IESH IOM FOLDING PANEL PARTITION ASSEMBLY
ION FIRE EXTINGUISHER
top FOLDING WALL
too METAL WARs
LL LOUVERS
NA STAGE CURTAINS
12A WINDOW BLINDSPLAN
Q` 45A ELECTRIC WATER COOLER
Id8 FLOOR OR AREA DRAIN a
F ISC SINK
�• _ 150 MOP SINK
43E CAL EQUIPMENT DRAWN `-.
PLAN NORTH MECHANICAL GLENN u
� - 16A LIGHT FIXTURE -
_ CHECKED
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DATE 6 23 94 :
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SITE _ r I -P •LANs _ - SCALE _ —
� 00 K1NOTs ��.
JOB NO
9315800
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SUMMARY OF WORK TO BE DON
O O
1. LYEARING THE 571E AS SHOWIV ON THE PLANS AND AS REQUIRED BY -/
THE GEOTECI♦AaCAI. REPORT v
GENERAL N 0 TES , GRADING AND DRAINAGE PLANS �. aeADwvc As S>`IOMIV ON THESE PLANS IN CONFORMANCE N1TH THE STANDARD -WC#cA nONS �--
AND THE GE07ECHNICAL REPORT. � Q
1. THE CONTRACTOR SHALL M?IFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES~ ..1 PREPARATION OF SU86RA.D& CONSTRUCTION OF SURFACE IMPROVEMENT.% INCLUDANG PAVING,
BOTH VERTICAL AND HORIZONTAL+ PRIOR TO COMMENCING GRAD/NG OPERATIONS. FOR
FENOW0, S DEWALn AND OTHER ITEMS AS SP£pfTEO AND SHOWIV ON THE PLANS
Z
CON IRA CTOR SHALL MAKE DFL ORA TOR Y EXCAVATIONS TO LOCATE EVSTING FACILITIES 4. CONS`7RUCTION OF DRAINAGE SYSTEM AS -9100 ON THESE PLANS
SUFFIaENTL Y AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS lF NECESSARY DUE TO
CONFLICTS WITH EXISTING UTILITIES OR UNDERGROUND STRUCTURES .,'�,SCHOOL TAGE HILLS EMENTARY 5. CONSTRUCTION OF THE WATER DISTRIBUTION AND SEWAGE COLLECTION SY57EM AS SHOWN
ON THESE PLANS, INCLUDING PROVISIONS FOR TEMPORARY SER NCE AS NECESSARY.
LOCA TION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY NEW CONSTRUCTION v+�J
6. DUST, EROSION AND s£DIME7vT CONTROL.
SHALL BE CONFIRMED BY RELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. THE LEGAL DESCRIPTION
ENGINEER OF WORK SHALL BE INFORMED W THIN 24 HOURS OF ANY EX/STING ELEVA TIONS THA T
DENOTE SUBSTANTIALLY FROM THOSE SHO MY ON THE PLAN. 7. INSTALLATION AND MAINTENANCE Of SAFETY AND n?AFFlC CONTROL DENCES
LOT 75 OF TRACT 22916-1 IN THE CITY OF TEMEC'ULA,
4. GRADES SHOWN ARE FINISH GRADES CON TRA C TOR SHALL DETERMINE NECESSARY SUBGRADE COUNTY OF RI VERSID& STA TE OF CALIFORNIA STANDARD SP E CI FI CA TIONS
E1£VA77COVS AND SHALL CONSTRUCT SMOOTH TRANSITIONS BETN*EEN FINISH GRADES SHOWN. `-�•--- ('�
5. CON IRA CTt7R AGREES THAT HE/SHE WILL ASSUME SOLE R£SPONSIBIUTY FOR JOB SITE � w 1. STANDARD SPECIFlC'ATIONS FOR PUBLIC WORKS CONSTRUCTION (1991 En/TION)
INCLUDING THE SAFETY �bfl WIN 1992 AND 1993 SUPPLEMENTAL AMENDMENTS
CONDITIONS DURING THE COURSE OF CONSTRUC710N OF THIS PROXCT, �-
OF ALL PERSONS AND PROPER TY THA T THIS REQUIR£MEN T SHALL APPL Y CON TINUOUSL Y AND
� ' - ` 2. RANCHO CALIFORNIA WATER DISTRICT STANDARD SPECyFl CA TIONS
NOT BE UMI TED TO NORMAL "KING HOURS AND THAT THE CONTRACTOR SHALL OEFE7V0, ;
INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, _ _� �J'� � 3. CITY OF TEMECULA STANDARD SPECV7CA770NS AND SPECIAL PROVISIONS
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PRO,AECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
�� �� �}, ,a��, ��..��� i'll� �-- 4. STATE OF CALIFORNIA DEPARTMENT OF 1RANSPOIRTATION MANUAL OF TRAFFIC
ENGINEER. 19 k �I�i'�II CONTROLS FOR CONSTRUCTION AAV MAINTENANCE WORK ZONES 1990 EDITION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS FROM THE I `�� �`i'',_ ���� 1 � •''
STATE OF CALIFORNIA, DEPT. OF INDUSTRIAL RELATIONS, AS DEFINED IN CHAPTER 4, �' '� ✓'g ,� ° ;�� ��', ` ' 1
STANDARD DRA WINGS
CONSTRUCTION SAFETY ORDERS, REQUIRED FOR CONSTRUCTION SHOWN ON THESE PLANS.
7. ESTIMATED EARTHWORK QUANTITIES _ � - � `"`I i�, :, ti 1. CITY OF TEMECULA STANDARD DRAWINGS, CURRENT EDITION (INDICATED BELOW BY �)
\ _.��-^.tel �-. Y' t-' \_'� \ �i 1 I+ r s a
CUT Y.13 000 C.
FILL 13,000 ay _ � �� 2. RANCHO CALIFORNIA WATER DISTRICT STANDARD DRAWINGS, CURRENT EDITION (INDICATED
i'�N;6' - N-- ------�.��. ��-�`S- ��,,1''� �� ;�� '� '� ��i� BELOW BY +*)
IAL GRADING: 0 C. Y.
3. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS DATED
JULY 1992 INDICATED BELOW BY
EARTHWORK QUANTITIES '� . , \\ ( �')
_ \
-1 ' 1 �� \ . ,\ 4. RIVERSIDE COUNTY FLOOD CONTROL do WATER CONSERVATION DISTRICT STANDARD DRAWINGS
THE EARTHWORK QUANTITIES SHOWN ON THESE PLANS ARE AN ESTIMATE y % 'r-le• "` _, ��
ONLY AND ARE NOT TO BE USED FOR BIDDING OR FINAL PAY QUANTITIES. _ ':, `�*' - �� , � �- CURRENT EDITION (INDICATED BELOW BY
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR' - ,-- �
TO BIDDING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR z�'�%'�
GRADING THE SITE TO THE FINISH GRADES SHOWN ON THE PLANS. THE J
CONTACTOR SHALL OBTAIN IMPORTED BORROW MATERIAL AND/OR DISPOSE , �.�'. �';ii ! ;,. ,r►" --- ,;r,; ;�� �q �� 1 � 1 ;� V
OF EXCESS SPOIL MATERIAL AS REQUIRED TO CONSTRUCT THE SITE TO -
a _ (�
THE FINISH GRADES SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR OBTAINING BORROW MATERIAL AT A LEGAL SITE, AND/OR DISPOSINGj �,� t \ � a ,, LEGEND AND WORK TO BE DONE U �,
V
OF SPOIL MATERIAL AT A LEGAL SITE. •-- ' / 'I �I '
o
# �� ;� -� -`�_ i IMPROVEMENT STD. DWG. OR DETAIL NO
a IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES
1. EXISTING CONTOURS
#HETHER
SHOWN HEREON OR NOT AND PROTECT THEY FROM DAMAGE 2. PROPOSED CONTOURS SSD
THE EXPENSE OF REPAIR _*' r= \ ti' �� i,' + � " ` �� '-----��; '�
OR' REPLACOWENT OF SAID STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. BEFORE 19° s "' " � '� � � l'11 \ � 0- O
EXCAVATING, THE CON IRA CTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY - i
CONTACTING THE FOLLOWING.. 3. EXISTING ELEVATION CTI
UNDERGROUND SERVICE ALERT' (USA) (800) 422-4133 T � � } - ._ _ _ ._ _..�_ � - ___ _ -'� _ - - � _- z
TEMECULA VALLEY UNIFIED SCHOOL DISTRICT (909) 676-2661 Qr ,
lb
4. DA YUGH T UNE LLJ W
9. THE CONTRACT OR /S RESPONSIBLE FOR THE PREVENTION OF DAMAGE 7n THE ADJACENT '"'� � ��'� _ � � y�-; � ` �i � �= LL-
PROPERTY. NO PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE AS TO ' , I ! ( ' 5. CUT SLOPE (2 : 1 MAX) w _
OVDANGER ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER PUBLIC OR PRIVATE PROPERTY �, -I ,\ \ r.r .'��
W 7HOUT SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, EROSION, - `. 6. FILL SLOPE (2 : 1 MAX) --�
SIL TING, SCOUR, OR OTHER DAMAGE WHICH MIGHT RESULT FROM THE GRADING DESCRIBED ON W
> ,,,, 7. SPOT ELEVATION 748.83
THIS PLAN. THE OWNER WILL HOLD THE CONTRACTOR RESPONSIBLE FOR CORRECTION OR o � i t; + � '� � � ,a ��w �� . �, o - W
REPAIR OF DAMAGE TO ADJACENT PROPERTY.
8. FINISH FLOOR ELEVATION F.F. 604.33
Ya S-OPE RA nos o I - _
2.• 1 MAXIMUM I
'' 1 II � � + 9. DIRECTION OF FLOW
QLI�
2:1 MAXIMUM
°°° 10. MASONRY RETAINING WALL SEE STRUCT. PLANS Q
11. SPECIAL CONDITION- lF ANY ARCHAEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE B
DISCOVERED ON THE SI TE OF THIS GRADING DURING GRADING OPERA TIONS, SUCH OPERATIONS 11. 6 P.C.C. CURB LlJ
INLL CEASE /MM£DIATEL Y AND THE CONTRACTOR WILL NOTIFY THE OWNER OF THE DISCOVERY.
GRADING OPERATIONS WILL NOT RECO04MENCE UNTIL THE CONTRACTOR HAS REM VIED WRITTEN i I� �I 1 ` � . �,�, v 12. 6 P.C.C. CURB dr GUTTER C� Q W
AUTHORITY FROM THE OWNER TO DO SO. 1 X11 ` �,�� r'. �
'''�' 13. 4 P.C.C. SIDEWALK SEE ARCH. PLANSLLj
12 THE EXISTING TOPOGRAPHY FOR THIS SITE IS BASED ON A TOPOGRAPHIC SURVEY PREPARED
BY RBF & ASSOCIA TES; DA 7E UNKNOWN. jal\
4. 3' VALLEY GUTTER
13. REFER TO ARCHITECTURAL PLANS FOR PARKING AREA STRIPING AND INFORMA TIONAL SIGNAGE %W' q `,'�: a
' �' 0 15. 30 COMMERCIAL DRIVEWAY 207A +
14. CONS7RUC71ON WORK HAS PREVIOUSLY BEEN PERFORMED ON THIS -97E BY OTHER PARTIES
\ \ ;-• . 16. CROSS GUTTER 209A .r
WHICH IS REPRESENTED ON THESE PLANS AS EXISTING COND17IONS TO THE BEST KNOWLEDGE
OF THE ENGINEER OF WORK THE EXISTING CONDITIONS SHOWN ON THESE PLANS ARE SUBSTANTIALLY17. NOT USED
CORRECT. IF THERE ARE DISCREPANCIES FOUND BETWEEN THE EXISTING CONDITIONS AS SHOWN
ON THESE PLANS AND THOSE FOUND IN THE FIELD DURING CONSTRUCTION, THE CONTRACTOR 57IALL tea _ , . L,,,.0
NOTIFY THE ENGINODR OF WORK IMM£D/A TEL Y. THE CONTRACTOR SHALL ALSO INSPECT THE S/1EiiA
ti` - x 18. 3" AC/4" AB PAVING (NOT USED)
PRIOR TO BIDDING AND CONSTRUCTION TO VERIFY THE EXISTING COVD/TIONS FOR THE PROJECT,
AND SHALL BE RESPONSIBLE FOR PERFORMING THE CONSTRUCTION ON THE PROJECT 70 BRING IT 19. 3" AC/8" AB PAVING
FROM THE ACTUAL EXISTING COND/TIONS IN THE FIELD TO THE FINISHED CONDITIONS SHOWN ON C 20. AC OVERLAY (VARIABLE THICKNESS)(NOT USED) FIRE SER VICE
THESE PLANS .
h ?
'°" � � 21. TRENCH REPAIR609 QUAN TI TIES CO�IM�TANT
1': THE GEOIFCFINICAL REPORT FOR THIS PROJECT /S HEREBY INCORPORATED AND MADE A PART •
OF THESE PLANS. CON7MACMR SHALL CONFORM WITH ALL RECOMMENDA TIONS
DURING THE COURSE OF CONSTRUCOF THIS REPORT
�,; / 6' 130 LF J K 7omi KNUTZ9N1 ANSOCIA eN. Ino.
TION. N _ -
22. CL 150 WATER LINE (SIZE AS SHOWN) 8' 170 LF & A Cna. /
16. THE LIMIT OF WORK FOR THIS CONTRACT IS THE PROu1ECT BOUNDARY AS SHOWN ON TH£S£ 10` 970 LF A �,.r d ,hl
PLANS, UNLESS OINERWISE NOTED. 23. FIRE DEPT. CONNECTION AND POST EC 32-2
INDICATOR VALVE ASSEMBLY (RIVERSIDE CO. FIRE DEPT. DWG.) PIVFDC 1
O
17. SEE ARCHITECTURAL PLANS FOR DETAILS OF FF/VC/NG AND HARDCOURT STRIPING. / .24. 10' FIRE SERVICE AND DETECTOR RW-20 +* -�- 1 b4hww d wak ll Ito. mm ft"
iB SEE STRUCTURAL PUNS FOR DETAILS OF RETAINING WALLS: i "� 4 CHECK ASSEMBLY
25. 2" BACKFLOW PREVEN TER RW-18
APPFKM
KEY MAP GRAPHIC SCALE
26. 20 WATER SERVICE RW-14 0o W
_ '
SCALE 1' 90' '0 0 +� +oo a>o 27. 6" SUPER FIRE HYDRANT WI PROTEC77ON POST RW-1, R -6 0 4
28. PVC SEWER LINE AND BEDDING (SIZE AS SHOWN) P - ----
C�4
( IN FM 29. PVC SEWER LATERAL (SIZE AS SHOWN) -�
1 inch a 80 &
30. SEWER CLEANOUT (TYPE B) C� -- - --� APPFKN®
31. PVC STORM DRAIN (SIZE AS SHOWN)
KEY MAP LEGEND 32. CURB INLET (L-4' U.O.N.) � -
c�a
l12MBOL33. AREA DRAIN / ROOF DRAIN POINT OF10C
CONNECTION (4" U.O.N.)
BENCH MARK SHEET NO. 34. CONCRETE CATCH BASIN W/ GRATE
A BBREVIA TION S COUNTY OF RIVERSIDE B.M. No. T-29-81 SHEET LIMITS 35. CONCRETE LUG CONNECTION c - - APPF4DVM
AB AGGREGATE BASE MH MANHOLE ?.5 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE IN OF Fl4ONT ST.
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE 1
AC ASPHALT CONCRETE N NORTH WATER UNE - - - 36. CHAIN LINK FENCING (HEIGHT AS SHOWN)
BC BEGIN CURVE No. NUMBER INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. CORNER
19VIC BEGIN VERTICAL CURVE PC POINT OF CURVE OF THE INTERSECTION, 1' E. OFA 7' CHAINUNK FENCE, 21 x16' AROUND SO. CALIF. GAS SEWER UNE -- -- 37. STORM DRAIN MANHOLE MH 252
HW BOTTOM OF WALL PCC PORTLAND CEMENT CONCRETE VALVES, 40' N. OF P.P. (NO /) 94' N. OF THE CENTERLINE OF RANCHO CALIrMN/A ROAD.
CL CENTERLINE PCR POINT OF CURB RETURN FIBERGLASS WI7N£SS POST SET 1' W. OF MONUMENT. CURB UNE 28. THRUST BLOCK RW-26 «• -•-1
CO CLEAN OUT PI POINT OF INTERSECTION ADJ. DATE- 9-13-82 ELEV.: 1128.410
DWG DRAWING P.O.C. POINT OF CONNECTION STORM DRAIN
E EAST PVC POLYVINYL CHLORIDE
EC END CURVE R/W RIGHT OF WAY i PROJECT BOUNDARY Prepared in the office of
E.F.F. EXISTING FINISH FLOOR RPBP REDUCED PRESSURE BACKFLOW PREVENTER GEOTECHNICAL CONSULTANT'S DECLARATION `y J K JOHN KNUTZEN do ASSOCIATES. Inc. NO DALE BY FO AWS
EL ELEVATION S SEWER / SOU TH STREET CENTERLINE �\��
EVC END VERTICAL CURVE S.D. STORM DRAIN (INCLUDES ROOF DRAINS) THESE �NCE WITH THE TENT ANDDING PLANS HAVE BEFJV EWEMED BY THE RECOMMENDATIOINSOERSIGNED CONTA/NED INHAW THE GEOTECHNICAL N/CAL REPORT FOUND To BE � & A �
EX EXISTING ST S CAN BUILDING UNE
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F.F. FINISH FLOOR STA STATION EINTITLEO GEOTECHNICAL/GEOLOGIC INVESTIGATION - PROPOSED NNTACE HILLS £LExIETVTARY SC1~IQOL 9666 Business Park Ave., Ste. 109 San Dis6o, Cl 92181
F.G. FINISH GRADE TC TOP OF CURB JOB Na 94026-3, DATED MARCH 31, 1994, INCLUDING ADO&DA.
FL FLOWUNE TG TOP OF GRATE
FS FIRE SERVICE TW TOP OF WALL
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FW FACE OF WALL LION UNLESS OTHERWISE NOTED PREPARED BY.• CI V 1 L SHEET INDEX of k LC.s. No. 40831 Date
G GUTTER VCP VITRIFIED CLAY PIPE CH.J. INC.
GR.BRK. GRADE BREAK W WALK, WATER, WEST 1355 E. COOLEY DRI VE C1 CIVIL T1 TLE SHEET CIVIL
I I RRI GA TION WM WA TER METER COL TON, CALIFORNIA 92324
� C2 GRADING AND DRAINAGE PLANS
IC 1N CONTRACT (909) 824-7210 TITLE
►E IN VER r ELE VA nO►u C3 GRADING AND DRAINAGE PLANS
C4 CI WL DETAIL SHEET RM 'IDIS NLOASO 9DO1717 SHEET
BY:
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BXdate:
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S E E S H _ I cJ> . 4 // By date:' s- SCALE 1 " = 2 O
Cm3C
J08 NO. 9315800
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