1998-5414 G (Plans) �INi NOTES NO77FICATIO ` GENERALIMPROVEME NOTE I r D,�`r3r``s l °!"�V4 N 1/2 OF
THE NW 1/4 OF THE SW 114 7TH 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TU SW 1/4 OF THE NW i14 OF THE SW 1/4
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES . 2 A PERMIT
SHALL BE OBTAINED FROM THE CITY OF ENCINITAS CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED 24, T. 13 S., R.4 W.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 3 ENGINEERING SERVICES DEPARTMENT FOR
ANY WORK WITHIN THE IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. 262 -061 - 011
CONSTRUCTION (LATEST EDITION) , THE DESIGN CONSTRUCTION SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR STREET RIGHT-OF-KAY
WITH CITY 1 A
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE ALL TELEVISIONS SERVICES
WITHIN THIS P O EAST SIDE OF EL CAMINO REAL, APPROx, 0.25 MI
STANDARDS OF THE CI TY OF ENCINITAS AND THE SAN DIEGO AREA "UNDERGROJND INSTALLATIONS ". FOR LOCAT ION O F CABLES AND
ARE ^I3EACDF R
REGIONAL STANDARD DRAWINGS (LATEST EDITION), ANY CHANGES ON THESE PLANS, HOWEVER: OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY
APPURTENANCES CONTACT- TELEPHONE 1 -800- 422 -4233 NORTH OF MANCHESTER AVE.
OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER ENGINEER. 'R' VALUE TESTS SHALL BE REQUIRED PRIOR TO
PRIOR TO ANY REQUEST FOR INSPECTION. ARY F� r CONSTRUCTION. C E F3M E D 3 2lCSAMIINO PG UM
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTION ^R
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES DEL MAR , GA. 92014
2, THE SOILS REPORT TITLED "REPORT OF PRELIMINARY GEOTECHNICAL LOCATED AT THE WORK SITE. IT I5 THE CONTRACTOR'S 3 APPROVAL THESE
IMPROVEHENi ANS AS SHOWN ODES NOT
CONSTI
T PRIOR T O ANY E X CAE AT I ON, FOR V E R I F I C AT I ON AND W PROJECB APPROVAL of ANY CONSTRUCTION OUTSIDE THE
INVESTIGATION, SHELLEY EL CAMINO REAL, EL CAMINO REAL,
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES �e�` s� x E STIMA TED tB$1
ENCINITAS CALIFORNIA
DATED DE CALIFORNIA PREPARED BY SOUTHE 7 32
RN CALIFORNIA SOILS STRUCTURES ��� ml PROJECT BOUNDARY.
DECEMBER 2, 1997, SHALL BE CONSIDERED AS A LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF �xs, 4 ALL UNDERG L
BE DONE UNTIL EXISTING ROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY CU, 620 C.Y.
AND TESTI N 92 NO PAVING SHALL POWER POLES ARE
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN WORK:
SHALL BE CONSTRUCTED, COCTE
» "s��, c R � i> t D AND TESTED PRIOR TO THESE QUANTITIES ARE EXPECTED TO B A L ANCE G THE
CROSS GUTTER AND PAVING FILL 22.990 • • REMEDIAL GRADING PROCESS
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS �� CONSTRUCTION OF BERM CURB, . RELOCATED OUTSIDE THE AREAS TO BE PAVED.
DUE TO SIGNIFICANT SHRINKAGE DURING THE
CONTAINED IN SAID REPORT, OFrAl1�<E CY
,._, 13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE
A. SEWERS - E50 633 - 2770 5 THE EXISTENCE A N THES OF EXISTING UNDERGROUND CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES
IN THE IMPORT 0 C. Y,
FACILITIES SHOW
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF N R ECORDS TO THE BEST of OUR KNOWLEDGE. THESE PLANS WERE OBTAINED BY
A SEARCH FIELD.
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS C ELECTRIC - i800) 422 -A 133 cot`►ST�zucT►oN C►iaNGE OF THE AVAILABLE R
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 14 ALL SIGNS TO BE
ALUMINUM WITH 3 FOOT NIGH INTENSITY TYPE � EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE (CALCULATED ON A THEORETICAL BASIS. ACTUAL
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SDWD 633 -2848. ENGINEER OP WOR PRECAUTIONARY MEASURES TO PROTECT THE
EXISTING FACILITY REFLECTIVE FACE OR EQUIVALENT. ONLY.
SHOWN HEREON AND QUANTITIES MAY VARY DUE 70 SHRINKAGE OR SWELL FACTORS).
CONJUNCTION WITH IMPROVEMENT PLANS.
D. TELEPHONE - (800) 422 -4133 SHOWN ON THESE PLANS, ANY OTHER WHICH IS NOT OF RECORD OR NOT 25 CONTRACTOR SHALL
REQUEST FROM THE CITY ENGIMEER'S t�FICE
(lee 4� , A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
E CABLE TV - (800) 422 -4133
GRATING. E. vncrE , !9.9 HOURS OF NOTICE FOR SUCH A MEETING 1760 -633 -2770) 1 . THE ST EEP EST Y
R. UNDSTisOM ZIZ
.G.E.45 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WOFI< RCMC
TO BE DOW SHALL BE CONFIRMED BY FIE=LD MEASUREMENTS PRIOR 96 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED
BY
F C ONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFF CE 46 TO CONSTRUCTION OF NEW WORK.
CONTRACTOR WILL MAKE GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDEO PEST EXISTING SLOPE IN THE GRADED AREA IS 50%
C EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR
TO BEGINNING ANY WORK ON THIS PROJECT. FACILITIES SUFFICIENTLY AHEAD CA E EXISTING D PERMIT WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE, (EXCLUDING
ANY EXISTING MAN MADE SLOPES) .
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 - -2770. REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF
UNTIL TR SLOPES SHALL BE IRRIGATED By WATER TRUCK
. UNTIL TtE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 14.5'
AND THE MAXIMUM
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. ACTUAL LOCATION OF EXISTING FACILITIES
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR VERTICAL HEIGHT OF FILL IS 20.0'.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION PHONE: (760) 633 -2770. ALL WORK PERFORMED 7 THE CONTRACTOR SHALL
NOTIFY THE SAN DIEGO GAS 6 ELECTRIC 3. A.) AVERAGE DEPTH VOLUME OF CUT (C. F.) =
3. 3
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WI E SL T In COMPANY PRIOR To STARTING WORK HEAR COMPANY
FACILITIES =
v A SHALL COORD TE HIS WORK WITH COMPANY 98 CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE OF CUT
AREA OF CUT (S. F.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. ND )
OR A LICENSED LAND SURVEYOR. LUNDSTROM 3333 GAMINo D►'s RIo souTl►,'TE•3oo PRESENTATIVES. APPROVAL OR RESPONSIBILITY OF ANY KIND FOR
THE DESIGN OR
SAN p►E60, C- ALIt°'ORIJIA 92,108 NOTICE' ALL ELECTRIC AND GAS SERVICES WITHIN CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS.
(IF B AVERAGE DEPTH = VOLUME OF FILL (C. F.) = 3.05'
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL ASSOCIATES (01q)"el -5900 PAX(6I9�64r1 5910 THIS PROTICT ARE "� RGROUND OF
FILL AREA OF FILL (S. F. }
INSTALLATIONS ". FOR LOCATION OF APPLICABLE).
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE ILSENGI " CERTI TE ELECTRICAL CABLES AND GAS PIPING AND
MARK WHICH IS DTSTUR6ED E
RE=SPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND H APPURTENANCES. 99 THE DEVELOPER SHALL BE R ODESTROYED THAT ANY ED SHALL
BE RA MO RE OR BENCH
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I. QA ,V IE` .___ A I-ER A REGISTERED CIVIL ENGINEER IN THE STATE OF
LICENSED LA ND
D L
REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL TELE'HONE: 1 800 422 -4933 (DIG SUR VEYOR. AND
REPLACED ev A REGISTERED CIVIL E/GIHEER OR A ICENSE
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL ALERT) LEGEND
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY B THE CONTRACTOR
SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY 20 THE DEVELOPER SHALL MAFIC THE LOCATION OF EACH SEWER
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES 10- 11- AND t0-0- q1 . ONE COMPLETE 3 PRIOR TO
STARTING WORK NEAR COMPANY FACILITIES AND SHALL LATERAL AND WATER SERVICE BY CHISELING THE LETTERS °S° S. D. R. S. 0 • = SAN DIEGO REGIONAL STANDARD
DRAWINGS
0gDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY COORDINATE HIS WORK WITH
COMPANY REPRESENTATIVES. AND 'W ", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY CURB. S.D.R
.S.D.
ENGINEER, ALONG WITH UPDATE LETTER DATED FURTHERMORE, I NOTICE ALL TELEP10f SERVICES WITHIN THIS NO.
SYMBOL
n. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE PROJECT BOUNDARY ARE 'UNDERGROUND
21 THE ADDRESS OF EACH LOT SMALL BE PAINTED ON THE CURB IN A ITEM _ -�- T- -- -
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDA ON IN CL -ED IN THE SOILS REPORT FOR THIS PROJECT HAVE INSTALLATIONS".
FOR LOCATION OF MANNER AND LOCATION APPROVED BY T INSPECTOR.
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN IN RA ED IN TFHE GRADING PLANS AND SPECTS. CABLES AND APPURTENANCES
CONTACT THE
PACIFIC TELEPHONE CO MPANY. 22 ALL WORK SHALL BE OGYE IN ACCORDANCE WITH THE STANDARD PROJECT BOUNDARY
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING F ` '
/ RW, ONE.' 1 800 422 -4133 (DIG SPECIFICATIONS FOR PUBLIC WOR�<S CONSTRUCTION (LATEST EDITION),
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED: ( TELEPHONE.'
3_ __ h��VVt B "� <�',G ALERT) THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD EXISTING PROPERTY
LINES
CALLING (760) 633 -2770,
ADVANCE BY / pQ SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED By THE
RCE NO.: t : SAN DIEGO FEGIOWL STANDARDS COMMITTEE) AND THE SAN DIEGO EXISTING CONTOURS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY gsgii '155 REGIONAL STANDAt 1 OAAWINGS (LATEST EDITION).
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP. DATE: �'L9 1; F
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE _
� PROPOSED CUT /FILL LINE ® "'
CITY ENGINEER FOR THE PROP HAUL ROUTE. THE DEVELOPER PrI /!/HIE POAD CE.2T /F /CAT /ON� CD/UC. W9L/W<IYNOjE '~ /
SHALL. COMPLY WITH ALL. CONDITIONS AND REQUIREMENTS THE CI RER IV�^I D�IA I C6R /CY rl.IIr 'ea
";w Pe /UHTEAO /MP�c'oh'L- TS r//� IrIlE ✓/IYBE AI P 3 0 o ll7 ,4 L Ar PROPOSED CONTOURS 12 C
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING 44 /NCyES /R/W /OTHANOSf/�'LL ,gEATA�tI �DPTGA.t/D 120.0
X95 SHOWN ON Ty /5 f LAN SAT /Sf /ES THE CEMENT CONe�TE Allm A'U �PDSEd - 46157PE6AT6 PROPOSED SPOT ELEVATIONS
� -
OPERATION. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. RSQU /,PEME.t/TS' AS STATED /N THE F /NHG NOT /CE
F /N /8f/ Off• A TPOk/EL DETA /LEO (P /CTUQBBOE'� PROPOSED SILT F&VCE (5EE .SNEETCo)
THAT T HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE OF AP�°�DUAL IcVe TM % - /d5 ANO THE STANDAA'D'` fyN /S� 9S L
l PSI /NED HLY'�P770BLEBS�THE I _ SED V L BA L$ E .SHEET 6) °��vO
FL32 cwemre sT,2EET5. `�
11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS APPROVAL AN
COMNIG/It/ /1Y DEYE�PMENTOEPA.PTMENT' L' 1 Rt7 WALL BLAf+t/
APPROVAL AND/OR SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. _lp�gJpC7SE� "D81QC'':"69
T1 F� DER TYPE13�C=> c
PERMIT BUT PRIOR TO FINAL GRADING P DJOR FINAL
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
5414 -G HAS BEEN PERFORMED IN SUBSTANTIAL BY THE CITY OF ENCINITAS I5 CONFINED TO A REVIEW ONLY AND DOES NOT ,QCE. ATE•'
PROPOSED 2:1 FILL SLOPE
RELEASE OF SECURITY, AN AS- GRADED
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
OBSERVE THE ATTACHED AS'- GRADED PLAN". THIS STATEMENT SHALL BE DESIGN. PROPOSED 2:1 CUT SLOP
FOLLOWED FI THE DATE AND SIGNATURE OF THE CIVIL ENGINEER ' i F 2 PKOPOS D A l, FL AA/
ER �
WHO EH BE R OB�,E r AND OP, RAT _ON J
�'� _ DATE � / 9
3
OBSERVED TESTED BY A QUALIFIED BY' -t A GRADING SHALL --
WAYNE SCO �r 2 �., _ ���
SOILS ENGINEER OR UNDER HIS DIRECTION, HE SHALL_ OBS R.C.E. 29577 0 OSEQ YTS` CLiiIBItitl`C,t7TTER(JAN�
AND TEST THE EXCAVATION) PLACEMENT AND COMPACTION OF FILLS (°
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL _ � - - ® -�� _ •-
_f R D AND WILL DETERMINE THE °-'' P m,.,
PROPOSED AC PAVING (MIN. 4' AC /6 "AB), - „ �
EQUI E -_- - �
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF OWN CERTIFIGA7�
SUBMIT SOILS REPORTS AS R ° -
-�- ( l' ° -� PROPOSED CONC. SIDEWALK y TRt/
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
, , , i ),_
GRADING SUPERVISION AND THAT I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR I k/ /.�'k/4Y OlE LEFT
TESTS WERE MADE BY HIM OR UNDER HIS I - ;, ' (� .
OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE ��
IN HIS GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE `�, 97 r6 s` I 2 P POy CO ,X
U, rs f/N/
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
SOILS REPORTS AND THAT
ALL EMBANKMENTS AND EXCAVATIONS I _ 21 •,� �= /
AND STABILITY OF THE SITE.
ARE SUITABLE FOR THEIR INTENDED USE. - it ° 12 ` 90 � PROPOSED 1 CONC. DRWY PER G -14B� SHT
P SED ,S O D EE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED - I g� ��` `
� ' � - : � � � � ; GAI UTPG TY
! N CUT fF WALL (S -
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONOING � 7 °° , :_
I '1 S� A4F PE FINAL MAP.
o P o 2
2
OF WATER. HE SHALL CONTROL, SURFACE WATER AND AVOID
TO ADJOINING PROPERTIES OR TO FINISHED WORK ON ' PPZNt/AT�' RaAD ESMT•
HE SIGNATURE - - 1 <:� t 9 !
25
DAMAGE T
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION MR. DANIEL T. SHELLEY 1 ' �° o ,'' °' - --
'r.
9
OF FRESHLY GRADED AREAS UNTIL. SUCH TIME AS PERMANENT 905 OLIVE CREST DRIVE �c� Frnr - /
r
L MAP
DRAINAGE AND EROSION) CONTROL_ MEASURES HAVE BEEN OLIVENHAIN, CA 92024 - - a w_..- - - - - ---�" 4.5' 12'_._ _
- 1 2 67-'
INSTALLED. � ,• 5 'J
'T7ZAL
L - qL a w S S T 5 FOR 5 EP F /N!/L MAR?
14, ALL- AREAS 70 BE FILLED SHALL BE PREPARED TO BE FILLED AND - _ P" -° A MIN.
IN ACCORDANCE WITH STANDARD �
- 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT - _ n ._ e �,'
4 A
T
FILL SHALL BE PLACED 2
� E MATTER AND OBJECTIONABLE 753-8409.
L
. A' I_ VEGETAB!_E DAN SHELLEY
A T = `
MATERIAL SHALL BE REMOVED' BY THE CON - TRACTOR FROM THE - �- 2�
� ECIFIC,ATIONS2% -�
SURFACE UPON WHICH 1HF FILL IS TO BE PLACED. LOOSE FILL �<� 5EE SHEETS 9-/2 FOE' !'EEC /SE 1
AND ALLUVIAL SOILS SHALL BE REMOVED TC? SUITABLE FIRM 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE J CiPAO /tV6 FOk'MAT
/ON.
-_._
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL Q 11 2
` " INSTALL 3" AC PVMT OVER 6" AG. BASE \
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT 1 ®,
J
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
ALK
PROPOSED 6' C URB AND GUTTER, STD DWG G -2 PROPOSED 3.17' WIDE PCC Sr SI S
PLACE, SPREAD, WATER AND C.OMPACI THE FILL IN STRICT TEMPORARY DEVICES WHEN RAIN IS IMMINENT. - 4 $3 LO 37
STD DWG G - PER PLAN.
DE
ACCORDANCE WITH SPECIFICATIONS. - - -_
F, CUT AND FILL SLOPES WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 5 SHALL 8E GUT AND TRIMMED 70 FINISH 3. DEVICES SHOWN ON
PLANS SHALL NOT BE MOVED OR MODIFIED T YPIC A L TF�T SECT
GRADE TO PRODUCE ES S H -i SURFACES AND UNIFORM CROSS � -_ SUBDIVISION BOUNDARY
SECTIONS. THE 51_OPES OF EXCAVATIONS AND EMBANKMENTS 4 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES LOT LINES
SAGE CANYON DRIVE
SHALL BE SHAPED, PLANTED AND TRIMMED A5 DIRECTED BY THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER -� -�^
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AFTER EACH RUN OFF PRODUCING RAINFALL. N® PARKIIJC, FIRE LANE
NOTE: T�'Rff /c NOSE'= 5 O
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER U ° N® PARKINC� FIRE LANE SIGNS SN QLL BE POSTED
oN ALL FIRE
E=XPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL -- �N
DR I EASEMENT LINE -
L_IABLE TO BECOME L_OOSENEt) SHALL._ BE REMOVED AND DISPOSED MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
- ---- -® ACCESS ROADS LESS THAN 40' (FEET) IN W10TN. ACCESS ROADS TENNIS CLUB DRIVE S
OF. THE TOE: AND TO=' OF ALL SLOPES SHALL BE ROUNDED IN UNCOMPLETED GRADING
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