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1995-4248 G (Plans) GRADING NOTES Sts I F PARCEL 4: !-1 I ! olive taerr° , + F O rig ales, e F, EROSION oorrrROL lien Dhnyo, sop caawmmnis) 1. All work shell be done in accordance with these plans, the ata►bard PROPERTY LINE Pascal 4 of Peroat Map No. 15804, in the City of Encinitas, > So Diego a r+a 1. m case emergency wait b requited, Dave tVorrtimge at (619} 942ro1 County of San Diego, Starve of COMmia, flied in the orrice of rOg ctlo , the design dr A e chan n s standards of the City o d Encinitas and the San Diego area EXISTING CONTOUR _ � - � •� _ . the county Recorder of San Diego County, Deewriber 1 ,1089 Engineer � any rY � � rsMsbrm Mrerdrom shoal be approved by the pity 2 Equi and workers for ertrergency work strati be made available at dl tlrnes durNq the rainy as File No. 8951306 of Official Retards. insp9com season. AN necessary materials shelf be stockpiled on site at converrfent locations to fadltete rapid 2- The sorts report Huss L44W Report d Pr rl+mmery sop Irtw, Pastels 3 a 4, Sesnar, "'� °F L°"'p°�'ry dev "" fal k ""' FILL SLOPES (W /GRADIENT) _ f mr RESERVING THEREFROM an sasernerd and right of way for Drive, F-ncirmitas, Cal onnie prepared by v Inc•, �� 3 /30/ 1 6 he , Jo _ a o shown an plans shelf not be moved or modified without the approval of the Engineering may porpoises over, under, along and across that as 9S -15yF , strati be considered accordance with said report CUT SLOPES (W /GRADIENT) y Pabon, described ve follows- 3. Approval of this plan does not constitute approval of sizes, location arid type of dratbge facilities, 4. The contractor shelf restore all erosion control drAo" to working order to the satisfaction of the - - to prevent aloe additional erosion con ti these S nor of within sheet rigntof ways. separate approvals and pem>tts hen be City Engineer alter each run-off produck,g rain". SWALES /FLOW DIRECTION alo Az at the most y thaw ty canter of said Partial 8 reQuked in � with � P� 5. The contractor shell kWMl wd measures as may be required by the city the boundary E act North feet 40'45' East 28.28 4. Written pertrrhsiort SW be obtained for arty off alts grading d ue to uncompleted grading operation or urrforsea i cka,rnaWX= vtAnk3m may eriee. I �,� feet; thence North 89 44 0 40' East W ag 2 fast; thence leaving Engineer d s AOfV 2 2 W /SURFAC SLOPE I ^ -d boundary soli^„ s4 4D'4s west 20.00 feet to an an gle point in the boundary of said Parcel 4; th ence s f APAV MW boundary South 89 40'45' Worst 81.53 feet to the POINT OF e. The contractor SW be responsible and when take necessary precauprevent pubitc �/7pN/ ' x BEGINNING. Conlractor WW o ratior n "t' na ry p` 0f6'�'*� in p ed►"C°"t � onto areas when Impounded waters create a hazardous cos dreon. Fr E it V coixiltion grading aerations• Anything damaged or destroyed shat be GXWM prior to Wad GRATED INLET 7. At erosion control measures PAD ELEV Said easenterrt is hereby dsdm - to be appurtenant loo and txorrded per the approved grading pan shin be incorporated hereon PROPOSED CONTOURS �- ADO �_ for the use and bsneflt of the future owner or owners of all or 6 The developer shell be resonaible th pat an m y moxrrertt or bermoh mark which is disturbed or 8. Graded areas around the A . " portion of Parcels 2 and 3 of said Parcel Map. shelf be re•eSWAS led and raced b' a r'�efed civil wig or a kw*W Nrd conclusion of each work d dreln swat, iron the ° f a e l a5 ope at the 2. l SLOPE •• RIP RAP ENERGY DISSIPATOR o pppC to pint« Map 151111K City of Endnitas County of (SEE DETAIL SHEET - 1) Son Diego, Sores Of Ca ) 7. The cattrec0r shall 9. An removable Protecxhre devices shown Shan be m ace at the end of each works day M easement and right of way for driveway purposes over, r to all l and tats n federal safety devices, healt snoring, and she^ five (5) day ram probabtlty forecast exceeds p r9 y when the RETAINING WALL (r[K Map No. 15894 �?� under, along and across Parcel 3 of Parcel M re responsible for conformin to un local, state and iederel safet and imesith starderds laws and percent t sit and ocher debris shelf be DETAIL' EARTH BERM in the cit of Encinitas, county f son M a g o state of e Grading and equipment aerating within onto half (t J2) inns of a structure for Minton occupancy • removed alter each rainfall. in the City filed in the Office of the of S Recorder a San 10. Should germination of hydroseeded slopes fall to provide effective covers of DRAINAGE DIRECTION coverage) psis to November 15, the sit �� al � t� _ -+ Official Records, described as 89 as s File No. 89- 651305 of shell not be conducted between the hours of 5:30 p.m. and 7:30 am. nor on Saturdays, Sundays slo pes shall be stabilized with punched straw Installed i and City rimed holidays. a ccordance with Section 35.023 of the Erosion and Sedirmrd Control Handbook of the State of SAND BAGS " "'rrr"" California Departrisent of �' (DOUB WHERE 3110111 Beginning at Ills most Westerty cornier of Parcel 3; then* 9 No grading operations 81180 commen unlit a Engineer, misting nee been held or the along the boundary thereof North 44 40'45' East 28.28 feet; following poops present: City inspector, CM Engineer Solis Engineer, Grading Co and AC PAVING thence North 89 40 '45' East 51.89 feet to the TRUE POINT OF Permitt The s) 633 a mooting sitar be scheduled with the qty at legal 46 hours in advance by PROPOSED SPOT ELEVATIONS �'� 40 BE " East s4 feet thence alon ng sai South canting (St EXISTING +►95 019'15' East 20.00 feet to the boundary of said Parcel3; SPOT ELEVATIONS thence along the boundary thorscf South 89 40 '45' W eal 10. Prior to hauling dirt or construction INLET /FLOW LINE ELEVATION 54.50 feet~ thence Ws,^ng said boundary North 019'15' w est construction materiels to arty proposed site within project A 20.00 feet to the TRUE POINT OF BEGINNING. the developer :hall submit to and receive approval from the City Engineer for the proposed haul route. The developer shall comply with all conditions and requirements the City Engineer may Impose with regards to the hauling aeration. SOILS ix gNGINEER'S CERTIFICATE 11. Upon final completion of the work under the grading permit but pr to final grading approval and /or final release of security, an as- graded certification shall be provided stating: 'The grading 12' ROaC aGEOM 1, RALPH M. VINJE, A REGISTERED CML /GEOTECHWCAL under permit No. 42486 Sias been performed in substantial conformance with the approved grading AV ,A$j //y -pMCE ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DECLARATION OF RESPONSIBLE CHARGE pan or as shown on the attached as- graded piano. This statement shall be followed by the date and CORCRE71F PAD signature d the CK4 Engineer who certifies such grading aeration. HEREBY BU C R I HAT A SAMPLING APP STUDY OF THE MEC HANI CS , signature 181 CONDI` IONS PREVALENT WITHIN THIS SITE WAS MADE BY ME I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK JI. NOTIFICATIONS OR U:4DER MY DIRECTION BETWEEN THE DATES 3 129195 AND FOR THIS PROJECT, THAT 1 HAVE EXERCISED .:::.;::.:::•:•:. 3/30/95 ONE COMPLETE COPY OF THE .SOILS REPORT ���� ����= �����` •••• -•• ••• ••• RESPONSIBLE CHARGE OVER THE DESIGN OF THE 1. The existence and location of underground utnity pipes and stru shown on these plans were COMPILED" FROM THIS STUDY, WITH MY RECOMMENDATIONS, obtained by a search of avalable records. To the best of our knowledge there are no existing 470-C -2000 CONCRETE HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. PROJECT AS DEFINED IN SECTION 6703 OF 'I'E BUSINESS unities except as shown on these pans, however: The contractor Is required to take due g al OR 2500 PSI AIR PI ACED FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND AND PROFESSIONS CODE AND THAT THE DESIGN IS precautionary measures to protect any existing uffl Iles or structures located at the work site. ft Is - CONCRETE WITH 1 1/2" x CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE CONSISTENT WI CURRENT STANDARDS. �AR t contractor's responsibility to contact the fallowing owners of said unities or Structures prior to 1 1 /2 - 17 GAGE STUCCO SOILS REPORT FOR THIS PROJECT HAVE BEEN I TED v r�°y^ ^,•, any excavation for verification and location of utilities and notticetion Of commencement of watt. • r NETTING IN THE GRADING PLANS AND SPECIFICATION r�.� ' ' I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS A . Sewers (Soo) 4n-4133 Gas a rdetxric ts.D.G.a F_) (eoo 42a 4,33 SIGNED: No, 4r;17a " CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE M B. E + _XP. 12 -31 -98 Pop. ��- i H. VIA ,f E � PROJECT DESIGN. ®� > tr * AS ENGINEER OF WORK, OR MY RESPONSIBLITIES FOR gtt`f4 C. water- (son Dieguito water District) NO: ) (Sts) 833 -2709 Vial? d NlDO1.RTofl Nlytot � m ess/ D. Telephone- (Pacific Ben) (eoo) 422.4133 12 RDa( EMBEDDED EXP. DATE: I Z - a4 9a STEVEN NORRIS AV CAST -IN - PLAN �,- Cable TV- (Dimension Cable) (800) 422.4133 CAVCRE7F PAD THE ENGINEERING DESIGN GROUP - 475 CARMEL STREET 2. Contractor shall natlfy the City c -►..' Engineer's office 48 hours prix this to beginning any work on OWNER S CERTIFICATE project. Phone: (619) 633 -2770 SEAL- SAN MARCOS CA 92069 ( ) 619 752-7010 3. The contractor shall gale 24 hours notice on calls for inspection. Phone: (619) 633 -2770. All work :����• . .•:����� 1 DAVE IQiOMlNGA CERTIFY THAT A REGISTERED SOILS performed without benefi of Inspection will be subject to rejection and removal. ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY BY: 4 zz �' DATE rj- -� y AND ADVISE ON THE COMPACTION AND STABILITY OF THE RCE NO.:47672 EXP. DATE: 12/95 u = Q R4DIN SiTE IM IP 1. All grading shall be observed and tested by a qualified soils DET M R -RAP ENERGY DISSIPATOR SIGNED: o (NO SCALE z l engineer or under his direction. He shall observe and test the �- , vation placement and compaction of Nis and backfins and compaction of trenches. He shall submit sons reports as required and will determine the suitability rvat 2 ILA of any fit material. Upon completion of grading operations he shall state that observations and testa {� were made by him or under his supervision and that m his opinion, all embankments and DATE excavations are acceptable for thelr Intended use. iii V fA 2 The contractor shall properly grade all excavated surfaces to provide positive drainage and prevent fn � - __ �� _ 0 po e of water. He shalt control surface water and avoid damage to adjoining propert a two 0 12 finished work on time site and shelf take remedial measures to prevent erosion of freshly ENVIRONMENTAL DATA (PHASE 1) ® W Z areas until such time as permanent drainage and erosion control measures have been Installed. 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 12% LLi 3. All areas to be filled shall be prepared to be filed and fill shall be paced In accordance with standard specifications. All vegetable matter and objectionable material shelf l be removed by the A contractor from the surface upon which the fill ES to be paced. Loose tai and alluvial soils 2 s shall be ) MAXIMUM VERTICAL DEPTH OF CUT = 3 �• PROJECT DATA � _ !�« removed to suitable firm natural ground. The exposed soils shall be scarfNad to a depth of 6' and j /f . M OWY,W T 04C A then compacted toe minimum of 90 percent. shalt with the ecifil cont ractor's responsibility to place, 3) MAXIMUM VETICAL DEPTH OF FILL = 10 Fr. euvtwP M E e�cS � r/s wocrrr Q N spread water and compact the fill in strict accordance with specifications. PROJECT OWNER: DAVE KROMINGA L CL 4. Cut and fill slopes shall be cut and aimm,:d to finish grade to produce smooth surfaces and uniform 4) AVERAGE DEPTH OF CUT= 3W C.Y 27 3625 �z BRCS H /A'l ° ¢ TM JEN ROSE DEVELOPMENT Cr ' �aa" NY r cross sections. The slopes of excavations and embankments shall be shaped, planted and trimmed ( ) / -- S. F° = 2 6 FT, ? 1 449 SANTA FE DRIVE W as directed by the engineer of work and left In a neat and orderly condition. M roots ots and ` ENCINITAS, CA 92024 , CV shal other waste matter exposed or excavation or embankment slopes which are liable to become 5) AVERAGE DEPTH OF FILL= 2150 C.Y.(27)/ 14300 S.F. 4 .1 �• TA`s 8Lvp I 2 loosened l be removed and d*x sed of. The toe and to of M shall be slopes be rounded In accordance with the Gradi Ordinance. ENVIRONMENTAL DATA: (PHASE 11) SECTION a�ssEr e�cs Z �� Z PROJECT A.P.N.: 259-131-49 259-131-50 U 5. All trees, brush, grass, and other objectionable materiel shelf be collected, piled or otherwise 1) STEEPEST EXISTING NATURAL SLOPE ON Si c = 10'X: ®® u' ' � � t ° - sue ! w disposed of a off the site by the contractor so as to issue the areas that have been c 388 C.Y. PROJECT ADDRESS: PARCELS 3 AND 4, SEEMAN DRI eased with a neat CUT = l- a ,,�. and finished appearance free from unsightly debris. Approval of location of debris lit shell be ENCINITAS ' CA secured from the soil engineer and City Engineer prior to the disposal d any such material. 2) MAXIMUM VERTICAL DEPTH OF CUT = 3FT. Lii FILL = 2150 C.Y. 3) MAXIMUM VERTICAL DEPTH OF FILL = 8FT. W PLAN sw PROJECT CIVIL THE ENGINEERING DESIGN GROUP IMPORT= C.Y. 4) AVERAGE DEPTH OF CUT = 249 C.Y.(27)/ 6723 S.F. = 1.3Fr. 'N CONSULTANT: 475 Carmel Street 5) AVERAGE DEPTH OF FILL =433 C.Y.(27)/ 71691 S.F. = 4.0FT. GRAVEL BAG DETAIL San Marcos CA 92069 z (619) 752 -7010 (arc scAUe) EARTHWORK SITE VICINITY MAP i19) 752 -7092 FAX NO SCALE CUT = 249 C.Y. - � (n c LLJ FILL = 433 C.Y. LU Lr.J I IMPORT = 184 C.Y. z i � Q � APPROVALS - REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DE1lELOPMF�lrDEPARTMENT z C) CITY` C)F= ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N w Q �sckrPrroN R Sr'RFErrf0NuAfE r PLANS REP D UNDER SUPERVISION OF RECOMMENDED A PRO E GRADING AND EROSION CONTROL PLAN FOR ¢r toctno rrER9a Aee)VerVirAf6" 1 20 - -• DATE : �-9 BY: " • c• BY: MR. DAVE KROMINGA, JEN ROSE DEVELOPMENT CO. E SEEP9AN DRr�E (R.S tSE °GL HORIZONTAL R.S. 892) I "= 20� �� 6' 6 � � R.C.E. NO.: 4 �c`= y � S / PARCELS 3 & 4, PARCEL MAP 15894, SEEMAN DRIVE, 4248 -G VERTICAL DATE: 1 .- DATE: lL= "L"'IS ENCINITAS CA. QECO{ZLL°D SD Co vERTooi✓rl�at f1EY.3/S¢9 DATF ENCsI R EXP. WORK PROJECT No. 94773 SHEET 1 OF Q SEC'i10N D->Z b - D s w 410 G APPROXIMATE LOCATION OF STOCKPILE MATERIAL, OBTAINED NRiOM PROPOSED PAD GRADE ELEV. = 39¢,'8 1 LOT 173 PA THE EXCAVATION FOR THE SEWER LINE LOCATED ALONG SEEMAN DiWVE SLO L SL OPE (+mod K I THE STOCKPILE IS TO BE REMOVED AND /OR RECOMPACTED DLgVM PHASE L " 1 \ 21N ACCORDANCE WiTH THE PROJECT SOILS REPORT. i EXISTING SOIL GRADE Z .� - - - — \ vp PROPOSED PAD GRADE ELEV. I ` PROPOSED DR EV • 389; WALL WiTHIRMI = �_ -r te 370 # °'� N 4G 7B HORIZONTAL SCALE - I" - VERTiCAL. SCALE - 1'- 2D SECTION I \ . _ BLFNO To OnTTN0 CoNiOLIRi 410 k 1 PAD a 388.5 D f P D ,. N ROPOS�n PAD GRADE F1.EV.« 3� � � , �� 21 SLOPE �_ � rPTUs 390 OUTING CONC"m SWALF LIMIT'S OF PHASE N GRADING u EXISTING SOL. GRADE ALL OTHERS GRADING TO BE COMPLETED PROPOSED DRIVEWAY ELEV. - 384 PARCEL 2 PARCEL MAP 16894 a � � / _ �_ � y � UNDER PHASE 1 370 HORIZONTAL SCALE = 1•- 2&' , \� VERTICAL SCALE - 1•- 20 *,INCH MR 3 2% INN SLOPE I Ml" GRATED RATED INLET 21 #NO 7s w I j PAR EL 3 ` 3!D 2:1 OPE r xN rl y '� G `- -.� � i -�' PARCEL MAP 16894 TOE OF TEMPORARY 2:1 SLOPE 1 REQUIRED TO COMPLETE F ` 4w PAD = mA 4 o / DING 1 GRA y • r_ �-_- `' CURB 370 { � ` - EXISTING SOL GRADE i 10 I - � ! �'-'�, •�-• a fts PppppBEp pI1nEWAr ! \ 'f J � N N" 45' 4f E % - y !• LOT 174 PA� MAP 16140 AL SCALE. Sir VERTICAL SCALE 1 • - 1 t• -2W PAD 31SLIS E 106..y 40' • SECTION B-B - 8 INCH SDR SVQRM DRAIN PIPE PLACED AT 410 • \ 2 % MIN. SLOPE. \ 1 6 Iw iI PiPE PLACED AT 1 to OUSTING DRIVEWAY EASEMENT \ � � % I +�+.� V �� 4 SLOPE 2:1 (mot) 2 - 1 , I �_ _�- -_ - _. 4 PL 2:1 (mod PROPOSED PAD GRADE ELEV 39¢.0 - ELECTRIC LIMITS OF EXISTING DRIVEWAY S r� R' , ' / ti� ZMI 39 390 SLOPE . -385.0 _ _ - I i 1 I VIEW DI)�i11E 'e • �P� - lxt'6t++�TCO 11•x.�T Y �� �� ► �,�A , �' �_ �� + 1 2:1 (n oo - +- _ -1, CONSTRUCT 2 THICK AO SWALE> !4„ 1 GRATED / \ _ SLAPS _ 1 I - - , - - WATER -T - - — g - - N 89 4U' 45• E 81.53' -�- _. -- - - TO BE CON XISTiNGSOILGRADE 370 1 CURB \ ( 1N11N HOLE CONEfN��gH 35 STORM DRAIN PIPE AT 2% MIN / :+ J �\ AD E - f r pRryEWAY �p EX A.C. PAVED'ORIVEWAY \ SL ©PE. OUTLET AT 213 TO NEW AC SWAL / E /� ! F.F. c 385.5 I Mi N, 1 Nwr► D �} \\ c c \ PER DMM 9=1-G 54021 -R _ / *� r �/ I 7 A ��x 1 ` 1 1 3 g91T C� I�ART?1 M1Ett� \ t 7 6'DIAMETER SDA 35 STORM DRWN / 5'4• HIGH pYwq MASONRY BLOCK RERETAINING v TIE3 FIRMED ~ * ? �` 1 TYPICAL, WALL PER R.S.D. C-2 (SURCHARGE). PROVIDE LOCATION OF U7ILJ (� PURRING CONSTRUCTION BY CONTRACTOR PIPE PLACED AT 4% MIN SLOPE - t.- g - 7 8' SPLASH BLOCK AT T.O.W. M 350 I 6" DIAMETER SDR 35 STORM DRAIN - PIPE PLACED AT 696 MIN SLOPE. �� 3 S °11,� _ \\ \ 4 \ C % E B HORIZONTAL SCALE: 1 • = 20' B _ � /\� \ J " PHASE I Ci:f TI0111 CrCi VERTICAL SCALE: 1' = 20' \ \/ r/ � 3 _ __-_ _w PARCEL 4 \ Ir DIAAIIETER AI AREA DRAIN INLET - TYP1CAl L J z „ 1X1 GRATED INLET �AACEL MAP 15884 T . EXISTING �IOOD y , NOTE CONTROL. : FOR EROSION L RECOWNE1NDi1710N5 SEE . I 706 r � :-+ SECTION E OF GRADING NOTES ON SHEET S-1 - �_ �� 1 T 367.5' 390 —j' -� BUTOG SOIL MiAm N NI .W' 3r-w- m C -� PROPOSED RETANNBIG WALL PER RSD C,2 —" 3M DWVEWAY ` DOST1NLi aMMMAil CCNCIiETE SWALE MAW TO 0111 TRIO COMTOUM ll 1 -� f _ C C 1 U V 3M 4'�• e �>LNOP nf . z HORM SCALE. 1 - 20' VERTICAL SCALE: 1• = 20' -- 0 10 ! 30 40 _ PARCEL. i PARCEL MAP 14066 c BAR SCALE SCALE 1'=W W I W L Z_ e CD C (RAQrY DEVELOPMENT DEPARTMENT z - REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W C t ,1/ 1► DESCRiPnoN:RO4se_CL STREET PLANS P RED UNDER SUPERVISION OF RECOMMENDED A ROV GRADING AND ER CO NTROL PLAN FO R: CIL WE BLVD. SE MA INTERSECTION OF & R.S. TA W. HORIZONTAL L =20' DATE : �� BY: C �` BY: MR. GAV 3KPARCEL MAP 15 4 $EEMAN DRIVE. 42484 BLVD. R ED: S.D. N DRIVE (RT CONTROL 6 R.S. 892). RECORDED: S. CO. VERT CONTROL (' � � � R.C.E. N0.: G � DATE: DATE: � ' ELEV. = 315.49' VERTICAL ' ?O - EIIK:iNI AS CA. DATE ENGINEER EXP. l2 WORK PROJECT NO. 94775 SHEET 2 OF 2