HomeMy WebLinkAboutLot 37-38 Precise Grading GENERAL NOTES
1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRANT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEQUENT
AMENDMENTS. No A
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2. APPROVAL OF THESE PLANS 8 THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE W PROJECT
� o ROAD
RESPONSIBILITY FOR SHE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. SITE
3. ANY CONSTRUCTION CHANGE MUST 8E FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO � .-
IMPLEMENTING THE CHANGE IN THE FIELD. �o 0
PA10 02 6
MODELS LOTS 7 AND � -I- PARKINGz�
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4. SHE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR f0 ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. � � � Q M DR E Q� CREST
PLACE
-5. A PERM i THEE SHALL SCHEDULE A PRE-CONSi'f2UCT i ON MEETING TWO (2) WORK DAYS PRIOR TO BEG I NN I NG CONSTRUCTION. -� SANS 1��
p� c:��s� Grac� ir� Pleq,� RoA� 1p6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN QR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTIONN � � � `� � o
SITE IS WITHIN ONE-QUARTER (1/4) OF A MILE OF AN OCCUPIEa RESIDENCE, BETWEEN THE HOURS OF 6: 30 P.M. AND 6: 30 A.M. , � 4 oN �
MONDAY THROUGH .FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7: 00 A.M. AND
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� � �� ��� �� �6: 30 P.M. , ON SATURDAY. FURTHER, NO CONSTRUCTION ACTIVITY .SHALL 8E UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED � �'�-o-r-n-i � o � �o
HOLIDAYS. '9 �A P to �s y
O/pT��q R�P� RD
7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES o
REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS HwY. 79
RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRfOR TO ANY DISTURBANCE OR GRADING.
� TO SAN DIEGO
8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE):
JARNNE VALDEZ, LENNAR HOMES OF CALIFORNIA (951 )817-3567
9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE VICINITY MAP
DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. NOT TO SCALE
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING v<
UTILITIES.
PAD ELEV. MIN.
11 . CONSTRUCTION FENCING: ASIX FOOT (6' ) CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL �-
R00�' SYSTEMS ARE COMPLETED FOR AS DEEMED NECESSARY FOR PUBLIC SAFETY. THE MAINTENANeE FOR CONSTRUCTION FENCING UNTIL
ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. �
�� z - 1 LEGEND
12. I T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE <�T
r�
MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 (TRACT AND PARCEL MAPS ONLY) . 37 �o,� �
3$ � ��r_ , � �T � 0000.o0
13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICTS (SCQQMD) RULE 403, INCLUDING VARIES � $ ARI s*** B ��T C R I S C � TOP OF CURB TC
METHODS APPROVED BY THE CITY ENGINEER. �� * VARIES �) � FLOW LINE
14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF THE '� �� ��^Z � 000
� PAD PAD � HIGH POINT HP
OCCUPANCY RELEASE FORM. z FF Z z FF Z FINISHED GRADE
FG
15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE
NOTES. FINISHED SURFACE FS
i
1.6. PROVIDE SURVEY CUT SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. � � z z 4 � � TOP OF GRATE TG
BRADSHAW DRIVE �Z � � - � co 0
0040
m � � � pox Mq �� a�j� TOP OF FOOTING TF
GRADING NOTES � � X r
1 . ALL GRADING, EROSION 8t SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL (v � .-'f' R W TOP OF WALL TW
CODE, AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCP) NPDES GENERAL PERMIT FOR CONSTRUCTION � � � �4/ � _ _ ,\� � TOP OF SLOPE TS
ACTIVITIES. _ , � � � TYPICAL SIDE YARD DRAINAGE
2. ALL GRADING SHALL BE GONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE SOILS REPORT (W.__O,,.. .6OO5-A2-SC) 8Y GEOSOILS INC Q / �c DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY GARAGE FLOOR GF 0000.0
DATED MARCH 1,9,, 2010. WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING.
. ic �c DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PAD ELEVATION PE 0000.0
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
�c VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED FINISHED FLOOR FF 0000.0
4. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1 .5) SHALL BE SUBMITTED TO THE LAND cA�F �-. THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 40- 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES WATER SERVICE -[W
THIRTY FEET (30' ) IN VERTICAL HEIGHT. - INLOADED CONDITIONS A
DEX MEENEMMM, P MINIMUM IS NOT LOFSFIVENFOOT10 FSETBAC�RAREANT�'REE OF ARCHITECTURAL
SEWER SERVICE -QS
5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP SCALE: 1"=40' ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
OF ALL GRADED SLOPES OVER THREE FEET (3' ) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE � �.JF � X 5 E'E NdTr SNE�'T 1 oFT1il%5 SET(jPo Sid� 49s{D,�, DRIVEWAY
RUNOFF AWAY FROM THE TOP OF SLOPES, LOTS INCLUDED
6. ALL PROPERTY CORNERS SHALL 6E CLEARLY DELINEATED IN THE FIELD PRIOR TO APRE-CONSTRUCTION MEETING AND COMMENCEMENT VARIES *** R VARIES *** 6" MIN. VARIES*** P/L SLOPE _ Y
OF ANY CONSTRUCTION/GRADING ACTIVITY. 6" MIN. 3' MIN. 1 '
12 MIN. ABOVE PAD ELEV. 3' MIN. 1 ' 1 ' 3' MIN. 6 MIN. LOT NUMBER 11 �
7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. N0 OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER � MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. ��
COURSES SHALL 8E PERMITTED. 4�•�� 43.40' - Q
ROUND OFA TOP FG ��
�I F� .o UNIT TYPE/ELEVATION 1A
8. TEMPORARY DRAINAGE SHALL B PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE P�� � •'•' EXTRA DEPTH '• R. /
;�IMPLEMENTED TO PROTECT ADJ4�f�kING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING � 5e' ,s ', FOOTINGa
OPERATIONS. 2AR `D o �C 12 MIN. 12" MIN, =PAD ELEV-FG INVERT ELEVATION IE �
�- 0 2: 1 MAX.
WHERE NECESSARYi
9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND `r � �, 12" MIN. 6" MIN. BACKWATER VALVES BW �
OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5: 1 AND IS GREATER THAN FIVE FEET (5' ) , THE TERRAIN MUST 8E KEYED 2% MIN. 2: 1 MAX. 6 TVP. 2% MIN. 00
AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85% WATER SATURATION. 21% MAX. MIN. 21% MAX. 2% MIN. AMOUNT OF EXTRA DEPTH ,i,
12 SECTION A-.A n^I 27q MAX. �E�TI �N Q,- � FOOTING REQUIRED O N10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REG I STEREO CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHOS E C TI V I V �-" B
SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT TYPICAL F 0 0 TP R I N TS THANFOR R5ARINAVE�RTI�ALSHEIGHTER ��� SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES EXTRA DEPTH FOOTING � m
( 1 ' ) IN DEPTH HAVE BEEN PROPERLY PLACED.
SCALE: 1 "=40' I-
11 .
_ 11 . THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION .(951-30-6395) AT LEAST 48 HOURS IN ADVANCE CONSTRUCTION NOTES & QI�ANTITY ESTIMATE BLOCK WALL
REQUESTING ROUGH LOT GRADE AND ORAINAG� INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT A-SSESS-ORS PARCEL N U-M B E R: o
CLEARANCE FOR EACH LOT, �p. . _ ` �,t �Al� QUANTITY UNIT a
955-481-012, 955-511-001 , 955-511-002 �E COMBO WALL � �
12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR OR SHALL SUBMIT TO THE GROSS ACREAGE = DISTURBED ACREAGE = 0.61 AC. 0,LOT GRADING (3 LOTS` X 50 C.Y. ) 150 cY 4 TUBULAR STEEL/1 .5 BLOCKLAND - a�
PAD ELEVATIONENT IS INSPECTOR TWO CONF RMANCE(2)WITHETS THEOAPPROVEDNFINAL GRADINGPPLDANL.ECERT�FICATIONISHALLNBEOTONLINEE GRADE, MENT THAT THEELEVATIONAND LEGAL DESCRIPTION 2> CONSTRUCT 3" A.C.
OVER NATIVE SOIL 3.895 SF
LOCATION OF CUT/FILL SLOPES. BEING LOTS 371 38 AND 39 OF TRACT MAP NO. 241889 AS SHOWN BY 3) PAINT 4" SOLID WHITE PARKING STRIPE �oo LF 50URCE OF TOPOGRAPHY w
13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT MAP ON FILE IN BOOK 396, PAGES 41 THROUGH 48, IN THE OFFICE OF 4 INSTALL WHEEL STOPS 6 EA o
INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA. D. PAINT SOLID BLUE HANDICAP PARKING SYMBOL 1 EA E�-JSTING ONbERLs(ING GRAO�S datAlNEO FAOM �
,� kOCA GRNING PIAN (LbOl-,004 %). w
BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. 6).PAINT 4 SOLID BLUE HANDICAP STRIPE @ 2 O.C. 130 LF cn
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14. OST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING WHERE APPLICABLE, GROUNOCOVER, TREES, SOILS AND G E 0 L 0 GI S T C E R TI FI C A TI 0 N
7 INSTALL 2 X 4 REDWOOD HEADER 202 � w
SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL CL
�
OS PAINT SOLID WHITE "NO PARKING"; 12" MIN LETTERING � EA
INSPECTION. SLOPES OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW THIS GRADING PLAN HAS BEEN REVIEWED 6Y THE UNDERSIGNED AND VISBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC. 11298.3) Z
PREVENTION DEVICES PER THE U.P.C. FOUND TO BE IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS AS 9 INSTALL 4" PVC; SHCEDULE 40 5 LF Q
OUTLINED IN THE SOILS AND GE O 0 E896.,REPORT FOR THIS PROJECT QO►TE D 03/23/ZOICy. Q � l.,D � I "�Z y K o
QPn�`�s��� ` 10 CONSTRUCT 4" THICK CONCRETE SIDEWALK• 29� MAX. LD1 0-038GR o
OWNER/APPLICANT FIRM NAME: GEO SOILS o �q� OCROSS-SCOPE; CLASS 520-C-2500 CONCRETE 3s5 SF �
PLANNING ■ DE91�N O CONSTRUCTION t1� '(, (y�� F�
LENNAR COMMUNITIES DATE: SEPTEMBER 1 , 2U ~V�� a� BUILDING AND -SAFETY n
391 NORTH MAIN STREET `i' I No.02320`- `�n' 11 CONTRACTOR TO REMOVE ONE BLOCK AT BASE OF WALL WHERE 4 EA �
REVIEWED FOR COMPLIANCE WITH TITLE 24 0
40810 COUMY CENTER DRNE CORONA, CA 92880
,e c oso,rs ; .�, E;�p.�� k SWALE FLOWLiNE MEETS THE WALL. DiSaBLED ss R EMENTS ONLY Q
TEMECULA,CALIFORNIA 92591-4879 (g51 ) 817-3600 BY: � Qt` , c�'.� ��//D n12 CONSTR. DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 WDID 9 33C357742 iC O IV S U LTI N G s5t.s7s.so42 ■ FAx s51.s7s.724o ■ www.R�.com ��� � $17_��� GEO ECHNICAL EN � Cli OQ' DATE 3 EA # APPROVED BY. a
CA1.��
NAM DATE
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T-29-81 DESIGNED BY DRAWN BY CHECKED BY ,/ a
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SCALE Q�OfESS/pN' RECOMMENDED BY:����'C9� DATE: � t� CITY 0� TE M E C U L A SHEET N0. �
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AAEVISMAIS To 6,,*7-5 33L 1�39 � 2-1/2" BRASS DISK IN CONC. CYCLIDER p B ! TCB TCB TCB DEPARTMENT OF PUQLIC WORKS o
- CONTRACTOR LOCATED FROM THE INTERSECTION OF FRONT ST. HORIZONTAL 4.�� QS U,Qy o
AND RANCHO CALIFORNIA R0. AND MARGARITA ti. � � .�. PLANS PREPARE UNDER THE SUPERVISION OF
RD, IN THE N.W. CORNER OF THE INTERSECTION � � *'"
o r., ACCEPTED � � -�- DATE: _ 7 PRECISE GRADING PLAN
1' E. OFA 7' CHAIN LINK FENCE, 21'X16' AS NOTED W ~' No.69069 r*1 r'+ R� c �
INSPECTOR AROUND S0. CAL GAS VALVES, 40 N. OF P.P. °G �' � l � EG BU ER �'� .� P A 10-0236
(N0.#) 94' N. OF THE CENTERLINE OF RANCHO � � � DATE: O / � DIRECTOR OF PUBLIC WORKS / CITY ENGINEER ����:`: a
d�� ��-�" ��r� � � PASEO DEL SOL TER 2418
CALIFORNIA RD. FIBERGLASS WITNESS POST SET VERTICAL J'f. C����, ti THOMAS C C. BURNS I DE R.C.E. ��O. ��lOg �: .;' ,� �.. Q
DATE COMPLETED �� W. OF MONUMENT. 'l� �Q�� R.C.E. N0. 69069 'O�r;'`� 'ieeA::: '� MODELS LOTS 37& 38_ PARK ING: LOT 39 CL
ADJ. DATE 09-13-82 ELEV. 1128.410 N/A OF C t►�:1 �' �'°°`� BRADSHAW DRI VE of 2 s►�ETs�
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2' 24.2'
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13 o HP 13 53.5 � 2� 1 .0%
54 13 53.6 �� 2 A TG o �Q � 54.424 54 �g � � BEAR I NG/DELTA RADIUS LENGTH TANGENT
EARTHEN 10 2 EARTHEN � � 10% .8 T� 11117 R52.88' jE '' FS-GB 8 � 53.98 86 48 44' 29.00 43.94 27.43SWALE SWALE 254.8
(5-o SCAPE ARCHER r g � FS-GB FS-GB , 2 86'08'34" 4.00' 6.01 ' 3.74'
o � 54, �" �.„ 4.3 7 ��.�. i,n -GB -- S -- --
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TON - � cv cv � U� � o r7 .� � 7 rn �e FL-GB 5 N32 32'23' W -- 23.00 SEc ie e C >
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11 N57 24 47 E -- 73.85
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\ � SSW C&G C � .T� O2 CONSTRUCT 3" A.C. OVER NATIVE SOIL
it O PAINT 4" SOLIO WHITE PARKING STRIPE
Ln
TNSTALL WHEEL STOPS �
R/W 1� /�I O5 PAINT SOLID BLUE HANDICAP PARKING SYMBOL
�Q � 1� ��l I U6 PAINT 4" SOLID BLUE HANDICAP STRIPE 0 2' O.C. �
/ 10,0 3s� , �� O7 INSTALL 2" X 4" REDWOOD HEADER
PAINT SOLID WHITE "NO PARKING"; 12" MIN. LETTERING VISBLY LOCATED TO TRAFFIC m
ENFORCEMENT (SEC. 11298.3)
INSTALL 4" PVC; SHCEDULE 40 0
/, �� CONSTRUCT 4" THICK CONCRETE SIDEWALK; 2% MAX. CROSS-SLOPE; CLASS 520-C-2500 Q
CD
-• 11 CONTRACTOR TO REMOVE ONE BLOCK AT BASE OF WALL WHERE SWALE FLOWLINE MEETS THE �
WALL. o
N
12 CONSTR. DRIVEWAY APPROACH PER C.O.T. STD, N0. 207
**** 2007 CBC GRADING NOTE: S�q<F i 13 12S�jLL 12" SQUARE PLASTIC CATCH BASIN WITH GREEN PLASTIC GRATE (NOS 1200 &
THE ENGINEER OF RECORD HAS DETERMINED THAT w
CONSIDERING THE SITE CONDITIONS INCLUDING
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THE SOIL AND CLIMATE . THE PROPOSED SITE
DRAINAGE SLOPES SHALL BE SATISFACTORY AND
20 10 0 20 40 60 z
DO NOT WARRANT THE MORE CONSERVATIVE O
LD1 1 -002GR Q
PLANNING ■ DL91ON ■ CONSTRUCTION REQUIREMENTS SPECIFIED BY THE BUILDING CD
CODE . SCALE: 1 "=20' LD1 0-038GR .11�
BUILDING AND SAFETY o
REVIEWED FOR COMPLIANCE WITH TITLE 24 a
s a a 40810 COUNTY CENTER DRIVE REVIEWED
ACCESS REQUIREMENTS ONLY z
TEMECULA,CALIFOWs 92591-4879 � Q
C EI N S U LTI N O 951.076.8042 • Fax 961.676.7240 • www.ReF.comAPPROVED BY:��C�-�G.�; � /C9�(� i
0
NAME(`l DATE <
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D COUNTY OF RIVERSIDE B.M. T-29-81 DESIGNED BY DRAWN BY CHECKED BY v
SCALE � Q�10fESS�N' RECOMMENDED BY:�iJ� DATE: �[��� CITY 0� TE M E C U L A _ _ SHEET No. N
/20/11 RBF REVISIONS TO LOTS 37 & 38 � LC LOCATED FROM THE INTERSECTIONCOFE FRONT ST. � cJill � � � � TCB TCB TCB �� ' �-. DEPARTMENT OF PUBLIC WORKS p
CONTRACTOR AND RANCHO CALIFORNIA RD. AND MARGARITA HORIZONTAL ,`� �Q' G� f PLANS PREPARED UNDER THE SUPERVISION OF G a
RD, IN THE N.W. CORNER OF THE INTERSECTION cm GRADING PLAN
� -A � ACCEPTED BY: DATE: � �! � p ? � �
1' E. OFA 7' CHAIN LINK FENCE, 21'X16' AS NOTED � NO-69069 � � /GREG TLER ��� 2 /
INSPECTOR AROUND S0. CAL. GAS VALVES, 40' N. OF P.P.
(N0.#) 94' N. OF THE CENTERLINE OF RANCHO � � �C DATE: O��J�/ / DIRE 'C�OR OF PUBLIC WORKS / CITY ENGINEER AJ .:.,;-, ,>,.: '`::p PASEO PA 10-0236 Q
CALIFORNIA R0. FIBERGLASS WITNESS POST SET VERTICAL J} el v I\, THOMAS C. BURNS I DE R.C.E. NO. 47109 ®
=; ' ,� DEL SOL TR 24188 Q
DATE COMPLETED 1' W. OF MONUMENT. 'lo� R.C.E. NO. 69069 b, . :: MODEL LOTS 37& 38 PARKING: LOT 39
ADJ. DATE 09-13-82 N/A � �f �A��� aa�.�989�''0� s a
ELEV. 1128.410 ' BRADSHAW DRIVE of 2 SHEETS �