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966y_sppGIEN-EIRIAL-1-N-OTIE'S, 1 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: 951-955-6885 FOR PARCEL AND TRACT MAPS 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1220, 1221. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION 4. DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. IF CONSTRUCTION CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING CENTERLINE OF RIGHT-OF-WAY. PRIOR TO ROAD CONSTRUCTION, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, TIE POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH THE COUNTY SURVEYOR PURSUANT TO SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE. SURVEY POINTS DESTROYED DURING CONSTRUCTION SHALL BE RESET AND A SECOND CORNER RECORD FILED FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 7. CURB DEPRESSION AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR 207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY,- GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS FOR PARCEL AND TRACT MAPS SHALL BE TAKEN AND MAY BE TAKEN FOR PERMIT CASES BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES. 12. STREETLIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN THE PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING. GUIDELINES DATED OCTOBER 2009. 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS NOT PART OF THIS PROJECT ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 16. a. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH 30 THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NOI WITH A VALID WDID NUMBER. 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 18. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. 19. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO APPLY TO RIVERSIDE COUNTY FLOOD CONTROL (RCFC) FOR PERMITS WHEN ANY STORM DRAIN PIPE NEEDS TO BE CONNECTED WITH A RCFC FACILITY AND ADD PERMIT #___-__-..®__ ON THE PLAN. 20. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT-OF-WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. 7+00 FLOW 8+00 GRAPHIC SCALE 0 15 30 60 a WATER QUALITY INFILRATION BASIN AND TRENCH MAINTAINED BY : GB DEVELOPMENT INC. L__PER *-- INSTRUMENT SITE ADDRESS: 26399 GIRARD STREET HEMET, CA 92545 WI f% ECT 3ITE MAYBERRY AVE. WHITTIER AVE. 0cf) I cn z ry 0 < V) ry 0 :D I 0 LL_ z < 0 < cl:� 0 �<_ cn CD STETSON AVE. SEC 14 TSS RlW X/ VICINITY MAP NO. SCALE THOMAS BROS. MAPS PAGE: 841 GRID: Cl PROP. FUT. R/W 1010$ R/W 0 5 -1 50 NEW A.C. PAVEMENT-,,- EX. R/W EX. R/W 3' MIN. SAINCUT - -------- 13 EX. PAVEMENT 18' 14'± EP 18'± 18�± W13 PROP. AC �x cl. EX. A.C. PAVEMENT1.5% MIN. Lij 5PROP1.5.0 -Sao- 132' lil gpi;g1l EXISTI G TRACT 1 1 _ 2' MIN. @ 0. 10' MIN. THICK PAVEM-NT BOUNDARY iiiE 11 ill!mw A% /_ CURB OVERLAY OR AS DIRECTED BY & GUTTER 2% PROP. A.B. COUNTY INSPECTOR FOR J0"1N'rF ANIT)" 13 'ASE "I)EPAIL SIDEWALK COMPACTED SUBGRADE PAVEMENT WIDENING AGGREGATE BASE COURSE - 12 STA. 9+51.95 TO STA. 12+27.16 STA. 9+51,95 TO STA. 12+2'7.16 TJ 8.5 NO. SCALE GIRARD STREET (COUNTY MAINAINED) RIV. CO. STD. NO. 94 (1 OF 2) - MODIFIED - R VALUE 43 CONSTRUCTION NOTES AND QUANTITIES NO SCALE NO. DESCRIPTION UNITS QUANTITY H-Ef CONSTRUCT 5.5" A.C. PAVEMENT. TONS 397 -1 CONSTRUCT 1' A.B. CLASS 11. C.Y 456 CONSTRUCT DRIVEWAY PER RIV. CO. STD. DWG. NO. 207A MODIFIED S. F. 1,142 as 4 CONSTRUCT 5) SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 400 & 401 S.F. 742 CONSTRUCT 6" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO. 200. L.F. 196 TTT n SAWCUT EXISTING PAVEMENT L.F. 860 t,�... e$ ' _ /��i, 7 RELOCATE/ADJUST TO GRADE EX. GAS MANHOLE EA. 2 RELOCATE/ADJUST TO GRADE EX. WATER METER EA. 4 REMOVE POWER POLES AND UNDERGROUND ELECTRICAL LINE BY OTHERS EA. 2 fi 14 RELOCATE EX. FENCE AND SIGN PER PLAN Nx 11 INSTALL STREET LIGHT PER COUNTY OF RIVERSIDE STD. 1000 EA. 2 TRACT BOUNDARY PROTECT PER PLAN kR;r -7 . .... . ... . ASPHALT CONCRETE BERM ROLLED TYPE III PER PLAN CDM+ ;Z) G-) cii m -0 cyl m0 c_ ;Z'= m M M EX. R/W_ PROP. SL EX[ PP T' FLOW 9+00 tf 8 )$S -- - ------ ---- -- IT NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID TO COMPLETE THE PROJECT. TRAC 36""1-77 THIS PROJECT IS BONDED AND TO BE INSPECTED BY CONSTRUCTION INSPECTION DIVISION. 41 ENGINEERS NOTES ----- --- -- LAND OWNERAPPLICANT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, G8 DEVELOPMENT INC. A, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL ATTN: PHIL CHODUR APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE 7626 EL CAJON BLVD. + CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER LA MESA, CA 91942 HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE CDOF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE, + OF THE OWNER OR ENGINEER. INDEX OF SHEETS SHEET 1: TITLE SHEET AND INDEX MAP m THE SHEET 2: PLAN & PROFILE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN uj 7 < m ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE' RECORDS. K: c_ SHEET 3: PLAN & PROFILE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT ALL THE ��- m ?M (D AND DETAILS Of > n n UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND SHEET 4: STREET SECTIONS IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. m m V) ROP. SL1 EX. R /W EX. PP EX. PP ---------- 12 "W FLOW _EX. OLD 8" WATERLINE FLOWFLOW FLOW 11+00 12+00 13+00 14+00 15+00 N -0-06 00-50"E_ 8 $)s EX. R/W GIRARD EX. R/W I NOTE: THIS PROJECT IS BONDED AND TO BE INSPECTED BY CONSTRUCTION INSPECTION DIVISION. IIIIt- IIILLJ ------- - 4- --------- ---- - ------- --------- C/) > D> M + > m ------- IA a C) Cn CD CD ---I CA Ln Cf) m C/o IIIII----- C-) C) > I C) __j Co C:) M -0 __j 00 H: 120' ------ m + m + m + m _0 + m rlo -u 0) Om ;�!7 Co _-j (A ,,j N) IIILLj 7 IIIIII------ ---- ---- ---------- 00 + 00 - ----- ---- - - - -- - ------- - ------- IIF It C14 Ir IIOZ - ----------- OWLWE GUTT'D? C) > I----------- 6 F. 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ILu ---- - - ----- i III66 I IL+ I C"j Wl (o U -i 1 Ld CD Iu� x 00 IIIIIIII IIIIII+ IC IIH MvG111 FrINS ;�,��A-CE D i ------ — -- ------- Co ------ Lul - -- - ------ - - -------- - ------- ----- - I+ It Iifff IIIIIIIFl, 91, U. L IIII---------- I-2 .......... 4 ----------- - - --- ---- - --- ------ - IIIIIA . ...... I-4 IV)! _T r IILL 777 IIx 6-, j I oc- Lu 001 C'� IICl_j + IIx I 00 x! -T ILJ C-4 (D III+ IIIIIIICD 0 0 1 ICo III- IIO-) IIIIICD IIICD m CD IIII00 (D -- IICo CD IICl: IIIIIIIID ----------- IIII--------- E81GN P E Ww"' FM IIIIIIIIIfIIIIIL --.j ------------ ....... ....... -------- - --- - ------ ---- ---------- IIIIIIIIIIIIILl ------- il, 4 a a rA 9+Ou + C,4 C/) C14 C/) CA C/) > D> M + > m > a C) Cn CD CD ---I CA Ln Cf) m C/o __j C-) C) > I C) __j Co C:) M -0 __j 00 C) r -n + b) C) m m + m + m + m _0 + m rlo -u 0) Om ;�!7 Co _-j (A ,,j N) 9 00 =m (y) G-) C C 00 + 00 C14 X > oo 6 F. H. 00 00 m + C�4 00 (o m + EX. DIKE or , ..... ... - H -- ---- --- ---- Ell OH OH OH t L4 ---- 71 cf) il, 4 a a rA 9+Ou AWA� S 0000045" W 132.00' > a + --i (4 m D> M G (o m + a C) AWA� S 0000045" W 132.00' > a IASPHALT ASPHALT PAVEMENT $$w 12 cli PAVEMENT 1 7+00 8+00 9+00 3' SAWC UT II------ - I Kr'*"AR 0 STREE EX. CURB ASPHALT EX. CURB 00 ASPHALT & GUTTER PAVEMENT & GUTTER PAVEMENT -- - --------- NO"TES CONSTRUCT 5.5" A.C. PAVEMENT. CONSTRUCT 1' A.B. CLASS 11. CONSTRUCT DRIVEWAY PER RIV. CO. STD. DWG. NO. 207A MODIFIED CONSTRUCT 5' SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 400 & 401 CONSTRUCT 6" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.- NO. 200. SAWCUT EXISTING PAVEMENT RELOCATE/ADJUST TO GRADE GAS MANHOLE RELOCATE/ADJUST TO GRADE EX. WATER METER 20 0 10 20 40 80 REMOVE POWER POLES AND UNDERGROUND ELECTRICAL LINE BY OTHERS RELOCATE EX. FENCE AND SIGN INSTALL STREET LIGHT PER COUNTY OF RIVERSIDE STD. 1 000 1 inch 20 f t. IN FEET ) (13)-- CONSTRUCT 6" TYPE 1 ASPHALT CONCRETE BERM PER COUNTY OF RIVERSIDE STD. NO. 250 TRIM REMOVE TREV IN R/W ONLY // �40.14 40.1 ,l h) - - -------- -REMOVE FENCE 10+00 xwjql�l � + --i (4 m D> M G _01- C-0 CD CD ----I CD Cn CD CD ---I BACK OF- Cf) m C/o C-) C) > I C400 Arr%N 44,,�- 1 50-031 C:) M -0 m ;:a — C) r -n + r8ft A 01% THAT No' 35477 C-0 m --a<> + C (/) :E Om ;�!7 Co m + 9 =m (y) G-) C C 7K;u + C14 X > m 6 F. H. 00 00 m + C�4 00 (o m + m _0 00 LA CF) 71 cf) IASPHALT ASPHALT PAVEMENT $$w 12 cli PAVEMENT 1 7+00 8+00 9+00 3' SAWC UT II------ - I Kr'*"AR 0 STREE EX. CURB ASPHALT EX. CURB 00 ASPHALT & GUTTER PAVEMENT & GUTTER PAVEMENT -- - --------- NO"TES CONSTRUCT 5.5" A.C. PAVEMENT. CONSTRUCT 1' A.B. CLASS 11. CONSTRUCT DRIVEWAY PER RIV. CO. STD. DWG. NO. 207A MODIFIED CONSTRUCT 5' SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 400 & 401 CONSTRUCT 6" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.- NO. 200. SAWCUT EXISTING PAVEMENT RELOCATE/ADJUST TO GRADE GAS MANHOLE RELOCATE/ADJUST TO GRADE EX. WATER METER 20 0 10 20 40 80 REMOVE POWER POLES AND UNDERGROUND ELECTRICAL LINE BY OTHERS RELOCATE EX. FENCE AND SIGN INSTALL STREET LIGHT PER COUNTY OF RIVERSIDE STD. 1 000 1 inch 20 f t. IN FEET ) (13)-- CONSTRUCT 6" TYPE 1 ASPHALT CONCRETE BERM PER COUNTY OF RIVERSIDE STD. NO. 250 TRIM REMOVE TREV IN R/W ONLY // �40.14 40.1 ,l h) - - -------- -REMOVE FENCE 10+00 xwjql�l � a OH 2)'G 0 mi u =is w ro ------------ EX. OLD 8 WATERLINE 11+00 K IN I A 8 )�S 114 - U -000_45t 1_320-.52' END OF CURB & GUTTER 1101 IUVINLUJ �l N. ASPHALT PAVEMENT - __4 r�:) Cl) > OH OWED= EX. R/W n6 2:1 w CD (jo m 0 po 12-, 00 3 SAWCUT EX. E @SAWCUT C) EX.-R/W < C,4 m STREET LIGHT NOTLES.- > 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUN TY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR WORK PERFORMED WITHIN COUNTY RIGHT-OF-WAY. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 4. THIS PROJECT IS NOT WITHIN 30 MILES OF MT PALOMAR. 5. SCE SERVICE PLANNER ---------------------- WORK ORDER NUMBER ------------------ - 6. ENERGY CHARGES PAID BY EDA E�! F)H + I-th- _01- C-0 CD CD ----I __L H I I Cn CD CD ---I BACK OF- Cf) m C/o I C400 SIDEWALK E5 m C) r -n + r8ft A 01% THAT No' 35477 + -p- -;:I- CD CD (/) :E ND 7K;u + + m 6 F. H. 00 C: X 0 C�4 C) C-0 C -n < m m M a OH 2)'G 0 mi u =is w ro ------------ EX. OLD 8 WATERLINE 11+00 K IN I A 8 )�S 114 - U -000_45t 1_320-.52' END OF CURB & GUTTER 1101 IUVINLUJ �l N. ASPHALT PAVEMENT - __4 r�:) Cl) > OH OWED= EX. R/W n6 2:1 w CD (jo m 0 po 12-, 00 3 SAWCUT EX. E @SAWCUT C) EX.-R/W < C,4 m STREET LIGHT NOTLES.- > 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUN TY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR WORK PERFORMED WITHIN COUNTY RIGHT-OF-WAY. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 4. THIS PROJECT IS NOT WITHIN 30 MILES OF MT PALOMAR. 5. SCE SERVICE PLANNER ---------------------- WORK ORDER NUMBER ------------------ - 6. ENERGY CHARGES PAID BY EDA E�! F)H T - - ------ - 7 + 3, - . ...... ------ ------ tf -- ------------- - --- -- ----- - - -------- - --------- c/) -- -- ------- ------- ... . ....... . 4 ----- ----- --------- ---------- L J� --------- ------ ------ 4 j -------- - -- - ------ T__ ------- ----------- ---------- ----------- --------- ---i -4 It---------- T SCALE V: 1 ------------ - ------ ------- ------- ------ + > ANGLE PT - ------ ----- 00 m m m > I- .. \ m m M C,4 Cn 0 0 + -0 + C:) C) -4 -1C 0 FS, C) 41.16 F m oo m 01)CF 0 0 C 0 C VF C:) 5) S SIDEWALK E:W A L OC O'CF 00 00 40.87 TC Et.C.R. :lD 00 3 40.41 4 40.45 40.37 EL FL F L FL - - - - - - ----- ------- ---------- Lo T- 0.2% L 1 -P -A 1AI-11 �y ------ ------ ---- UJ 0 PROP. CURB m > m > & GUTTER PROP. CURB & GUTTER M 0 m 0+ re t4 Cn o + O-) + o C:) 0 0 Cn 4 L.L ------ 0 on LL Lj 2L tL j 00 0 Q0 m Co b 0 LLJ >< A -LI + x Ld Lj x I LLJ t .. . ..... ... .. . ..... . C,\l L0 Ln --------- 77 4 ------- ------ IN U- R- �-A C- E- - ------- - ------- --- - - ------- _151x/�!T* S U) ?FA ------- T L. ST T - - ------ -- ---- - --- T 1 --- ------ I---- V) V) i I Ao (vio Cn 00 :J) CY) LL_ Lo I (D LL ! I >< I i Ln X Lbij Lo i x X C.0 uj 1 t 7 ---- --- ---- -- ------- r Ln .0 Lo I --- ------ ----------- F ------ ------- ----- --- --- - ------ ------ ------ ------- L ------- - - - - - - ---------- -------- j_ L ------ ---------- --- - ------ ------- D S' _:j�' 46 10PH rr%EEb P'l __T ---------- I---------- -------- - - �4 ------- PA AP4 [ 0 C14 m + 00 00 Roil EX. R W - ---------- - ----- 2 G - ------- --- 1,3+00 ASPHALT PAVEMENT 14+00 R, 1^^O 4 INUU 00'45"E S -------- ------ - ------ EX. E P ASPHALT PAVEMENT EX. R W - --- - -------- d_� _. 6- _., CONSTRUCT 5.5" A.C. PAVEMENT. CONSTRUCT 1' A.B. CLASS 11. (:3D-- CONSTRUCT DRIVEWAY PER RIV. CO. STD. DWG. NO. 207A MODIFIED CONSTRUCT 5' SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 400 & 401 CONSTRUCT 6" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO. 200. SAWCUT EXISTING PAVEMENT RELOCATE/ADJUST TO GRADE EX. WATER METER PROTECT 1 inch = 20 f t. ( IN FEET ) ol 15+00 EX. EP --,,ASPHALT PAVEMENT 40.96 TC 41.08 TC 40.46 FL 40.58 FS pill IN PROP. R/W-----' rEX. RA 40.36FS B.C.R., _40.48IFS 0. C 0 CF 40*3 1 0 C 5' SIDEWALKZ--/ CF 40.14 2 40.72 TC r 0 40.18 40.22 FL FL/ Pl i\1 OR -p- Co -P. c/) 40.13 0.2% CD ___4 C) x ---i m :� 0 EP > + > ANGLE PT 0 0. C:) 00 m m m > EX. R/W .. \ m m M C,4 Cn 0 0 + -0 + C:) C) -4 -1C 0 FS, C) 41.16 F m oo m 01)CF 0 0 C 0 C VF C:) 5) S SIDEWALK E:W A L OC O'CF 00 00 0 C14 m + 00 00 Roil EX. R W - ---------- - ----- 2 G - ------- --- 1,3+00 ASPHALT PAVEMENT 14+00 R, 1^^O 4 INUU 00'45"E S -------- ------ - ------ EX. E P ASPHALT PAVEMENT EX. R W - --- - -------- d_� _. 6- _., CONSTRUCT 5.5" A.C. PAVEMENT. CONSTRUCT 1' A.B. CLASS 11. (:3D-- CONSTRUCT DRIVEWAY PER RIV. CO. STD. DWG. NO. 207A MODIFIED CONSTRUCT 5' SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 400 & 401 CONSTRUCT 6" CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO. 200. SAWCUT EXISTING PAVEMENT RELOCATE/ADJUST TO GRADE EX. WATER METER PROTECT 1 inch = 20 f t. ( IN FEET ) ol 15+00 EX. EP --,,ASPHALT PAVEMENT 40.96 TC 41.08 TC 40.46 FL 40.58 FS pill IN PROP. R/W-----' rEX. RA 40.36FS B.C.R., _40.48IFS 0. C 0 CF 40*3 1 0 C 5' SIDEWALKZ--/ CF 40.14 2 40.72 TC r 0 40.18 40.22 FL FL/ Pl i\1 OR DRIVEWAY "A 99. SCALE 1 $) =10' 24.00 1 CURVE TABLE 40.13 0.2% LIP 0 GUTTER LINE 41.7 6 TC - r- 0.2�c. m :� 0 EP Cn + 0 ANGLE PT 0 0. C:) 00 m m m > EX. R/W .. \ :� % 0- 60 0 + Cn 0 + 0 0 6 6 C:) C) -4 -1C 0 FS, m 41.16 F m m 01)CF 0 0 C 0 C VF 5) DRIVEWAY "A 99. SCALE 1 $) =10' 24.00 1 CURVE TABLE 02% 0.2% LIP 0 GUTTER LINE 41.7 6 TC - r- > m :� 0 Cn + 0 N) 0 0. C:) 00 R/W m m > EX. R/W .. \ C;4 DRIVEWAY "A 99. SCALE 1 $) =10' 24.00 1 -DRIVEWAY 991399 5 $ SIDEWALI EX 41.01 E . Tj CURVE TABLE 41.64 TC M LINE 41.7 6 TC - 41.14 FS M 41.2 6 F%� '��--PROP. R/W 00 EX. R/W .. \ C;4 C,4 m t41.04 0 C) Q0 C:) C) -4 -1C 0 FS, m 41.16 F m 01)CF 0 0 C 0 C VF 5) S SIDEWALK E:W A L OC O'CF 33 cn 0 F 0 40.87 TC Et.C.R. :lD 00 3 40.41 4 40.45 40.37 EL FL F L FL 0.2% 0.2% 0.2% 0 PROP. CURB m > m > & GUTTER PROP. CURB & GUTTER M 0 m 0+ re Co Cn o + O-) + o C:) Cn C -j 0 ND CD p 0 Q0 m Co b 0 m 0 -DRIVEWAY 991399 5 $ SIDEWALI EX 41.01 E . Tj CURVE TABLE LIP OF GUTTE M LINE m M 00 C,4 C;4 C,4 0 -DRIVEWAY 991399 5 $ SIDEWALI EX 41.01 E . Tj LIP OF GUTTE M LINE m M 00 C,4 C;4 C,4 0 0 C) Q0 C:) C) CA m m Raw %.,/A I- 66/ 33,00' 33.00/ 31,147/ EX RADWAY 14.57/ LOLL.Lj LL- Q; 4i IIZ4- 4.1 ROP. SA WCUT STA. 9+51 1 '$0=201 Rlw CIL 66/ 33.00' 110 33.00' 17,20' 31.21/ PROP. mftft EX R,ADWAY WIDENING 14.31' CO Q) � (I. _67V Q) 1.9854�llo PROP. SA WCUT STA. 9+76 1 "-20' Rlw CIL Rlw -7-7/ `PROP. SA WCUT STA. 9+98 1 "=201 REMOVE & REPLACE EXISTING PAVEMENT Rw CIL RIW 77/ 16/7- 44.00' 33,00/ 31,02' -'E—X. 44,001 -No*-33,00/ —PROP. R ADWAY 18,43' 3C.47' mw__ BENCHMARK: TRACT 35477 I.P. NO. 150056 WIDENING 14,12/ --PROP. — 'EX T DWA Y ca WIDENING C;� (z; ll�_ 847o 207o 47o LPROP. D WY. Lp— R 0 P. SA WCUT _18TA. 10+31 Q) 1 ")_20' N CO REMOVE & REPLACE EXISTING PAVEMENT LO ENGINEERS NOTE: R PRIVATE MINER SIGNING TWA RA IS 0MIOLIE FOR ASSURING N AM)RACY OF DESIGN K ACUTABILITY OF THEMHRON. INNEWOF DIMUKIES ARISING ffH MMY NMALOR MING CONSWION, NPRIVAIENGINU Ri BE RE"ISIBLE FOR MINING M AWTAIll SOLUTIONS PISING TIE RA FOR MAL BY TW MWY. 4 OFA_SHTS 0.747o N- 0 747 Lij 1570 (4. W APPR. DATE OP. C�—PROP. SA WCUT & COUNTY FILE NO. 414 a" PROP, 11A SIDEWALK189TA. 11+16 R E V I S 1 0 N S COUNTY 1 =20 REMOVE & REPLACE EXISTING PAVEMENT Rlw CIL Rlw 77/ -1 Raw 6/ 44.00 33,00 18,87' 3a.03/ — �PROP. — —EX. R ADWAY �t C:) WIDENING 13,13/ Q) 4 cl- N CQ CL C3 T6;7o Q ) N Li 87 - 0 • Raw %.,/A I- 66/ 33,00' 33.00/ 31,147/ EX RADWAY 14.57/ LOLL.Lj LL- Q; 4i IIZ4- 4.1 ROP. SA WCUT STA. 9+51 1 '$0=201 Rlw CIL 66/ 33.00' 110 33.00' 17,20' 31.21/ PROP. mftft EX R,ADWAY WIDENING 14.31' CO Q) � (I. _67V Q) 1.9854�llo PROP. SA WCUT STA. 9+76 1 "-20' Rlw CIL Rlw -7-7/ `PROP. SA WCUT STA. 9+98 1 "=201 REMOVE & REPLACE EXISTING PAVEMENT Rw CIL RIW 77/ 16/7- 44.00' 33,00/ Rlw CIL R1w 77/ 1 Lp/?Op. L C&G "—PROP. SA WCUT ' PROP. SIDEWALK STA. 10+76 1 $$=20 REMOVE & REPLACE EXISTING PAVEMENT Rlw --Ws- CIL 77/ 31,02' -'E—X. 44,001 -No*-33,00/ —PROP. R ADWAY 18,43' 3C.47' mw__ BENCHMARK: TRACT 35477 I.P. NO. 150056 WIDENING 14,12/ --PROP. — 'EX T DWA Y ca WIDENING C;� (z; ll�_ 847o 207o 47o LPROP. D WY. Lp— R 0 P. SA WCUT _18TA. 10+31 Q) 1 ")_20' N CO REMOVE & REPLACE EXISTING PAVEMENT Rlw CIL R1w 77/ 1 Lp/?Op. L C&G "—PROP. SA WCUT ' PROP. SIDEWALK STA. 10+76 1 $$=20 REMOVE & REPLACE EXISTING PAVEMENT Rlw --Ws- CIL 77/ '-PROP. DWY. ",—PROP. SA WCUT 7 STA.fl+61 1 """"20' REMOVE & REPLACE EXISTING PAVEMENT RIW CIL RIW 1 771 LC—PROP. C&G 'PROP. SA WCUT PROP. SIDEWALK STA. M+90 1 ")=20) REMOVE & REPLACE EXISTING PAVEMENT RIW CIL 66/ --1"— 33,00/ 33.00° 30158' EX. RADWAY 13,68' �w ��' 4.0910ill_ 3.47 N� W�'< PROP. SAWCUT STA. 12+28 1 "-20' D I G E RT DIJ DIAL TOLL FREE 1-800-227-2600 TLEANT AT WO DAYS FI FORE BEYOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 6 44,001 -No*-33,00/ SEAL—ENGINEER CE ll�_ co m Li w No. 36292 Exp. 06/30/20 clv\\- OF OF 0 18,43' 3C.47' mw__ BENCHMARK: TRACT 35477 I.P. NO. 150056 SHEET NO. --PROP. — 'EX T DWA Y WIDENING 13,57/ STREET SECTIONS GIRARD STREET Q) CO N CO LO ENGINEERS NOTE: R PRIVATE MINER SIGNING TWA RA IS 0MIOLIE FOR ASSURING N AM)RACY OF DESIGN K ACUTABILITY OF THEMHRON. INNEWOF DIMUKIES ARISING ffH MMY NMALOR MING CONSWION, NPRIVAIENGINU Ri BE RE"ISIBLE FOR MINING M AWTAIll SOLUTIONS PISING TIE RA FOR MAL BY TW MWY. 4 OFA_SHTS 0.747o N- 0 747 Lij 1570 (4. W APPR. DATE OP. C�—PROP. SA WCUT & COUNTY FILE NO. 414 a" PROP, 11A SIDEWALK189TA. 11+16 R E V I S 1 0 N S COUNTY 1 =20 REMOVE & REPLACE EXISTING PAVEMENT Rlw CIL Rlw 77/ -1 Raw 6/ 44.00 33,00 18,87' 3a.03/ — �PROP. — —EX. R ADWAY �t C:) WIDENING 13,13/ Q) 4 cl- N CQ CL C3 T6;7o Q ) N Li 87 - 0 '-PROP. DWY. ",—PROP. SA WCUT 7 STA.fl+61 1 """"20' REMOVE & REPLACE EXISTING PAVEMENT RIW CIL RIW 1 771 LC—PROP. C&G 'PROP. SA WCUT PROP. SIDEWALK STA. M+90 1 ")=20) REMOVE & REPLACE EXISTING PAVEMENT RIW CIL 66/ --1"— 33,00/ 33.00° 30158' EX. RADWAY 13,68' �w ��' 4.0910ill_ 3.47 N� W�'< PROP. SAWCUT STA. 12+28 1 "-20' D I G E RT DIJ DIAL TOLL FREE 1-800-227-2600 TLEANT AT WO DAYS FI FORE BEYOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL ANLANDMARK ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. SEAL—ENGINEER CE ll�_ co m Li w No. 36292 Exp. 06/30/20 clv\\- OF OF 0 ENGINEER OF WORK IT ENGINEERING CORPORATION 3443 CAAW M FdO SOUTH #204 PHONE (619) 260-0420 SAN DEW, 0..0469 DATE: --- LAWRENCE E. COLE RCE 36292, EXP. 06/30/20 BENCHMARK: TRACT 35477 I.P. NO. 150056 SHEET NO. STREET SECTIONS GIRARD STREET ENGINEERS NOTE: R PRIVATE MINER SIGNING TWA RA IS 0MIOLIE FOR ASSURING N AM)RACY OF DESIGN K ACUTABILITY OF THEMHRON. INNEWOF DIMUKIES ARISING ffH MMY NMALOR MING CONSWION, NPRIVAIENGINU Ri BE RE"ISIBLE FOR MINING M AWTAIll SOLUTIONS PISING TIE RA FOR MAL BY TW MWY. 4 OFA_SHTS MARK BY DATE APPR. DATE FOR: W.O. COUNTY FILE NO. 414 a" SCALE: AS SHOWN ENGINEER R E V I S 1 0 N S COUNTY